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Plans (9) BUP2012 - 00041 i B 1Z 4:D1 10V 1'k I S ir I,, E Ir Ir I E (DI S S "ING DIVIS1014 I b A 30 =UNI APARTMENT EVELOPMENT C TY D I OF IGAR 0 "Kanh' EGON � � . _�_2 �40 A" = : `gKid s S"11 C 0- paniess ,r." � `£,iia 4 Pt_m .�'�-`?. �..��'"n �?�..t�-3s ® . v 1 BTO LE AUG KIRKLAND, WA GENERAL NOTES PROJECT TEAM PROJECT INFORMATION LIST OF DRAWINGS 5558 � Al Cover Sheet O�► 1. Comply with 2010 OSSC and all applicable codes and ordinances of the local Owner/Developer: J.T. SMITH COMPANIES Project Name: Brownstone at theCro A2 Site Plan jurisdiction and the State of Oregon. 5285 Medows Road, Suite 171 0 1A3 Unit B1 Floor Plan 2. Do not scale drawings. Lake Oswego,OR 97035 Location Bldg. 4: 9346 -9376 SW Longstaff Street 3. Verify all rough-in dimensions for equipment provided in this contract or by A4 Units A&B2 Floor Plans others. Tel: (503)657-3402 Tigard, Oregon A5 Unit 131 Utility Plan All rough-ins shall be approved and fireblocking shall be installed prior to A6 Units A&B2 Utility Plans Architect: MILBRANDT ARCHITECTS INC. PS 9304- A7 9 Foundation Plan framing inspection. dw 6-Plex Building 4. Verifysize and location of and provide all openings throu h floors and walls 25 Central Way, Suite 210 gon pg qg 6-Plex Building 1st Floor Framing and Shear Plan furring,anchors inserts rough bucks and backfin for surface mounted items. Kirkland, WA 98033 > g g Ag 6-Plex Building 2nd Floor Shear&Roof Framing Plan 5. Provide furring as required to conceal mechanical and electrical work in all Tel: (425)454-7130 Location Bldg. 6: 9256 - 9296 SW Longstaff Street A10 6-flex Building Roof Plan finished areas. Contact: Rick Tolleshaug Tigard, Oregon All 6-Plex Building Elevations&Sections 6. All swinging doors not located by dimensions on plans, interior elevations,or Email: rbt@milbrandtarch.com Al2 REMOVED details shall be 3" from face of stud to edge of rough openings or centered Location Bldg. 7: 9208 - 9242 SW Longstaff Street A13 REMOVED a between room partitions as shown. Structural Engineer: FOSSATTI PAWLAK STRUCTURAL ENGINEERS Tigard, Oregon A14 REMOVED7. Plans are drawn assuming the following rough openings: 1411 Fourth Avenue, Suite 1510 Swinging doors: Nominal size+2". A15 REMOVEDSeattle,Washington 98101 Location Bldg. 8: 9160- 9186 SW Longstaff Street Bi-Fold doors: Nominal size+1-1/2"' Tel: (206)456-3071 Tigard,Oregon A16 REMOVED Bi-Pass doors: Nominal size+0". A17 Interior Elevations Contact: Pete Pawlak Windows: Nominal size+0". A18 Interior Elevations Sliding lass doors: Nominal size+0"• Email: ppawlak@fossatti.com Site Area: Approximately 5.176 Acres g g A19 Interior Elevations 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. Zoning: R-12 S1 General Structural Notes CN 9. "Finish Floor"refers to the top of concrete slab or top of wood floor DE F E R R E D SUBMITTALS S2 General Structural Notes ' sheathing. Scope: 30 wood frame R-2 occupancy residential units o ' S3 Structural Details 10.Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 in 5 buildings. �. S4 Structural Details studs at 16"o.c.,unless noted otherwise. Shop drawings and calculations are required for: S5 Structural Details o U 11.Unless otherwise noted,plan dimensions are to face of studs and face of Construction Type: All buildings are Type 13 construction. Z concrete walls. 1. Roof trusses. See notes on sheet S 1. Drawings and calculations will be S6 Structural Details 12.Refer to interior elevations for cabinet and counter lengths,dimensions, reviewed and stamped by a State of Oregon Registered Engineer. Building Code: 2010 Oregon Structural Specialty Code countertop materials and detail reference. Verify all existing dimensions 2. Fire Sprinkler system design, see Fire Systems note this sheet. D1 Details before installation. D2 Details 3. Firestopping details. Firestopping methods and materials shall be W N 13.Provide caulking between sole plates and subfloor and between rim joists at determined by the Contractor except where details or notes are indicated in D3 Details o r both top plate and subfloor. these drawings. Firestopping locations are indicated in part by detail 13/D 1. D4 Details N 14.Hydrants shall be in service prior to start of framing. D5 Details a th 15.Through penetrations and membrane penetrations of rated wall or Contractor shall submit UL assembly details and product cuts of all relevant situations to the Architect for conformance to the building design. Upon the D6 Details floor/ceiling assembly will require firestopping per OSSC 713. D7 Details See detail 13/D1 for diagram of specifics. Architect's approval,they shall be submitted to the Building Official for 16.Milbrandt Architects is not responsible for construction means,methods, approval. Firestopping shall not be installed without City approval. techniques or procedures,or for the safety precautions and programs in 4. Electrical and Plumbing design and drawings. connection with the work,and is not responsible for the failure of any 5. Pre-engineered and per-fabricated deck and stair guardrail and handrail N contractor or subcontractor to carry out the work in accordance with the ' systems. Drawings and calculations shall be reviewed and stamped by a State 4) various contract documents and or governing jurisdiction,regardless of what of Oregon Registered Engineer. is shown on these drawings. o 0 PARKING (Based on Entire Site) W ACCESSIBILITY DESIGN LOADS I Vehicles Required Ln Per Zoning Code Table 18.765.2 �® Reference: 2010 OSSC State of Oregon Structural Specialty Code based on See Structural Notes on Sheet S 1. 12 Multi-family 1 bedroom units 1.25/DU = a ( g p y Y @ 15 2009 IBC),Chapter 11. 130 Multi-family 2 bedroom units @ 1.5/DU = 45 u- 3 Q 1 Detached single unit @ 1/DU 1 a All R-2 buildings are non-elevatored buildings. All residential units are one-story Sub-total: 61 dwelling units. By exception 2 to paragraph 1106.1.10.2 all units in this project ENERGY NOTES Visitor stalls per 18.7656.030E @ 15% 10 above the ground floor are exempt. There are 14 adaptable dwelling units in this Total required: 71 project. Reference: 2010 Oregon Energy Efficiency Specialty Code. Chapter 4. Vehicles Proposed Erosion Control o All residential units shall comply with the Prescriptive Envelope Requirements per Single car garages 45 Inspections Required Of the 76 parking stalls,45 are enclosed garages,of which 2%(one)are Table 401.1(1). Open stalls including 2 accessible stalls 31 adaptable. That stall is located in Building 3. Of the 31 open public stalls, one is Additional Measure no. 5 from Table 401(2)has been selected. Total Proposed: 76 Contact: Clean Wates a adaptable and is signed per OSSC 1104.1. � Z See Insulation Notes on the Unit Plans,and Insulation and Energy Notes on sheet D5. ( )6814444 Fuel for water and space heating is Electricity. j Bicycles Required Per Zoning Code Table 18.765.2 InWall Wpecom PrkwTo Ftp tropeoNm 42 Multi-family units @1/2DU 21 Unit Summary rkw Eroal6n Inmmlion Pdw to lam!Suff&V to • 1 Detached single unit with no requirement 0 1st r 2nd` Occupant Total required: 21 Space Unit Patio Garage Other Unit Deck Load FIRE SYSTEMS VENTILATION NOTES UnitA lBR/lBA 41 267 792 52 4 Proposed Bicycles Bic Pro � Y p Unit B1 2BR/2BA 1039 77 229 34 I5 CITY OF ,® All buildings shall have an NFPA 13R sprinkler system installed throughout Room for one per garage 43 Unit B2 2BR/2BA 45 270 1118 71 6IGA 1. Outdoor air inlets shall be provided in windows as indicated on the Unit Approved �I y including exterior balconies,decks and ground floor patios per 2010 OSSC Guest stalls 3 Garages 540 � , , ��"°"""`�"`� � ` '��"�'•"�� Utility Plans. See Energy Notes on sheet D5 for window requirements. Total Proposed: ConditionaltyApprovedssss***ease.. 903.2.8. 0 0 o d p 46 2. See Notes on Unit Plan Sheets for undercutting doors. See Utter to: 3. See Unit Utility Plans forventilation Unless otherwise required by local codes,a manual fire alarms stem isnot Y fans and locations. �� `rl��d saa�a,ateaeta:� 0 E 0 y Peru Nutnber CL 4) required for any buildings per 2010 OSSC 907.2.9 Exception 2 if sprinkler Building Areas ® ,® system includes occupant notification appliances that automatically activate 1 Bldg Occupancy Floor Unit Heated Garages Other Covered Floor Building Area A �`� • 0 B .� �� - Date. upon sprinkler waterflow. No. Level A Area B1 Area i B2 Area Area Area Unheated 1 Area Area Area Allowed r (D 0 RADON MITIGATION NOTES 4,5,6,7&s R_2 1st s2 2078; LIABILITY 4� 90 2250 1532 68 154 4004 L Any alarms,bells or lights, due to the design of the sprinkler system or integral 2nd 2 1584 2 I 2 2236 3820 3820 7824 14000 The City of Tigard and its ® 0 with the sprinkler system shall be considered a part of the sprinkler system. TheReference: 2010 Oregon Structural Specialty Code- Special Amendment employees Shall not be 0 sprinkler system design therefore needs to include any and all integrated alarms. Section 1812 Radon Mitigation responsible for discrepancies $� Plans and specifications for sprinklers shall be submitted to the City of Tigard A Passive Subslab De Depressurization System is proposed for this project. which may appear herein. .� for review and approval before installation. p Y p p s p o�ect. t � pp Address shall be posted Q� 4- .® See Radon Mitigation Notes on sheet D2. and visible from s tre�tr M 0 See Foundation Plan sheet A7 for location of Subslab Soil Exhaust System Ducts (SSESD) See 6/132 for detail of SSESD at slab-on-grade. Final inspection approval is (� See 15/D4 for detail of SSESD at attic/roof �+ required prior to occupancy, N � � Approved pians � shall be on job site. c+� OFFICE COPY �. Job No.: 12-04 0 Sheet No.: Q 0 Al Sheet Order: A B U F R E S ® N � � . t XWOU n. } Af, t �xr� 2 wy T %..�� r �, x#.� 1�•..c s � --- --- 3.67 --- --- ` , � TO LE AU �G ifi- DASHED LINE INDICATES EXTENT OF RED PAINTED CURB WITH KIRKLAND, WAR-12 Zoning WHITE LETTERED "NO PARKING" 5558 STORMWATER VAULT STENCIL AT 50' INTERVALS. 4 WALK oo Q -�---------------------- -------- -------------------------------- --------- 11 ------- V. 8 PARKING STALL BICYCLE � STALL M o AT 8.5'x18.5' � R-12 PD9 Zoning 2 MAIL 20' FRONT YARD SETBACK 20.8p �\ Nks 4' LK +------------------------------------------- N, 10 PARKING STALLS A T 8.5'x18.5' 0 ►IIII - .�+�- I �=;�=fZJQ-�T` �.� I� ® A 2 o�-o©�o4��k•ms^a _ � i WWWW-�WWWWWW -_�WWWWWW♦"�WWW�WWWWW1I1�tlWWWWWWWW� WWWWWWWWWWW WWWWWWWWWWW WWWWWWWWWWWW�'�WWWlWWWWWWWW meriWWWWWWWWWWt WWWWWWWWWWWW��"WWWWWWWWWWWWII!_II!11"L\WWWTWWWWWWWW State tate �H'-�WWWWWWWW�WWW��i�gh.IWWWWWWWWWIWWWI"/wWWWWWWWWWWWW WWWWWWWWWWWWW"aWWWWWWWWWWWWy 217 1 W7 10 SIDE YARD MUE-1 Zoning SETBACK AND LANDSCAPE BUFFER C R-12 Zoning 2 BICYCLE 2 TALL A 2 PARKING STALLS AT 8.5'x18.5' N4BldWWWWWWW,WWWWWW"O WwWWWWWWWWWW�9 WWWWWWWWWWWW PARKING ARKINGWWWWWWWWW WWWWWWWWWWWW STALLS TALLS AT9'x18.5' \WWWWWWWWWWWWWW�WWWWWWWWWWW�\WWW. WWWWWWWWWWWWWWj j WWWWWWWWWWWWWWWWWWW yWWWWWWWWWWWWWWWWWW��yy��W'WWWWWWWWWWWWWWWWWW"WWWWWWWWWWWWWWWWWW�WWWWWWWWWWWWWWWWWWW"WWWWWWWWWWVWWWWWWWW�WWWWWWWWWWWWWWWWWWWW��-WWVWWWWWWWWWWWWWWWW1I1 WWWWWWW WWWWWWW•WWWWW►�WWWW�WWWWWWWWWWWW'W'�WWWWWWWWWWWWWWWWWWWWW WWWWWYWWWWWW'WWWWW�'I'�III'WWWWWLWWWWWWWWWWWWWW.�,WWWWWWWWWWWWWW'WWWy_"�' WWWWWWWWWWWWWWWW'fWWWWWWW.WWWWWWWWWWW►'1�;"1_I"iWWWWWWWWWWWWWWWWWWW,`�WWWWWWWWWWWWWWWWWWWW� !1WWWWWWWWWWWWWWWWWWWW'�WWWWWWWWWWWWWWWWWWWWW�iWWWWwWWWWWWWWWWWWWWWW� /WWWW�WWWW WWWWWWWWWWC WWWWWWWWWWWWWWWWWWW tWWWYWWWWWWWWWWWWW \WWWWWWWWWWWWWW WWWWWWWWWWWW\ WWWWWWWWWWWWW�\WWWWWWWW WWW\ WWWWWWWWWWWWW��\WWWWWWWWWW y�\1111I�I1WWWWWWWW11WWW.►L1 11WWWWWWWWWW1'11`L1�WW�WWWWWWWWWW 1 LI% ' ,WWY \ /!IWWWWW►II'/ W� WaY lllWc/ 'W \, �L Nw`zJ� 0 o�Voza� wI.'0it o Lh g. 3.67 ----------------------- -------------- ASPHALT -dap,, I L 10' SIDE YARD 6-Plex PAVING IN. SOUND WALL Bldg.SETBACK AND LANDSCAPE BUFFER C N, 10' SIDE N R-12 Zoning YARD SETBACK 6 N, am This site plan is a revision to the work indicated in previous Q submittals and reviewed under City of Tigard SDR 2005.00011 and subsequent site plan SLE TALL6-Plex amendments. Bldg. Key I 6-Flex 7 Existing Buildings Bldg.St•te an 1- � A1" - 40' rPPlicable Buildings aC ADHERE STAND 0 C PRECAST CONCRETE YLTO SLAB WITH O WHEEL STAND WITH ` ' CONSTRUCTION AWdanWWW WEEP HOLESADHESIVE AllW NG3/2f CONCRETE � IDENTIFYIW W W W W W W W W W W W W W W SIDEWALK W W WW W W W W W W W W W W W W Lu USIDEWALK M EYELET FOR LOCKING BICYCLE PRECAST O J CONC. CL N WHEEL- 0 00 STOP WHEEL STAND PRECAST CONCRETE Q 18»W x 91U) 4PAINTED STRIPES PAINTED STRIPESBETWEEN3%2" CONCRETE V AT 3' OC SIDEWALK STALLS 9 9 9 REAR YARD LINE 8.5 R-4.5 ZoningACCESSfBLE AN STALL ACCESSIBLE CAR2'-6" STALL QJob No.: 12-04 BICYCLE STALL ACCESSIBLE STALL DETAIL ' Sheet No.:2 Q 1/2 1'-0" 1" 10' PLAN Sheet Order: A B U F R E S D rB -1 Ir O N A2 , B \ � A11 A it•I 49'-10" � ( ` 4'-4" 12'-10" 10'-7" 10'-11" 11'-2" 6'-5" 6'-5' 1 A 2' 5'' 1/4" 4'-11/q" 5-SY -45'-10" r I, } FIREDUR PARTITION �/ C 6 I Mi I 1,4 ,r a n d I ,ll BETWEEN UNITS 1Y� PR 3-0 5-0 SH OPERABLEI o I D5 _ Arc91I e S V 6 SIDE ter. 1 N I N B1 B1 S cep, tFl Wuy, Ste 210 ��, -- :............. - 2 r Patio • , 5-015-0 SL 6-0 5-0 SL I �i t 4� 33/4 3 0 PA 8 11 Kilklwid, INo4hiogtoa 98033 5 D4 II P:425.4.54 f l SQ F:42S.G56.I2t1t1 ❑ .m 0 0 D1 D1 Bedroom I 4Nel:: www uB illsronchorrh.€olrl o n p ....... ....... ❑ L " ® IQ I »a 1 ❑ ----- ---- - c 7-0 5-0 XOX 6'-7)/2 - Master m " 3' 6" m }�� 0 -- IF I -- ® 3 -334 3-3�4" Bedroom �� 1 HOUR € Dining 3 1' m o LE Auc FIRE BARRIERII GARAGES AND I M _ Sprinkl o INSULATE ONE I, SIDE BETWEEN 1 KRKLAND, WA " UNITS 1 5558 ❑ I I UNITS ° 0 5-0 BIPASS 1 �� 3+0 MTL A ' .0 . 5-9)/2' S-10.. �' , Living UNIT B1 0 -- - M ° In D1 0 iv 45° S & P 3., 3._0.. 2._7.. 2 1,30 MTL 12" TOP ® +45" N 3-0 HCw m • I ❑ ❑ ; II N ❑ ❑ ❑ ❑ — 13'-31/2" 11" 4'-3" 3 3y2" M 2'-3" S & P C I s Utiliti S 4'_4Y2" C 5-6 BIFOLD c C ------ ---------------- v 1 i o ---- - -------- V V n a WASHER DRYER e -d "� Y2 o 0 MISC. PLAN CHANGES 6 = P L EX BUILDING 1st FLOOR PLAN , NO EILING s c 6x6 POST = W.I.C. 8'-5 I PER 1/4-SCALE PLAN 11 3/32"=1'-0" Entry I "� O 16' SH ,� 2'-11)/2° I z I 4'-4° S-7/2 11 m D3 Kitchen 2x6 I ' 2 -0 1 -7/2 v � � I n i.-, 0 3-0 MTL 2 N I w INSUL N 1 O o SN 6'-2Y2" 3' 8" 2'-°i0" S & P 'i'i 1 31.Bath e ..........«.....................: x r@ V, •- \ ` e-- a 1' o U c Bath 60x32 N _ 3 a aI •• s i� I DW o .r n �" SHWR `v ITUB ' d- o Z t ___ _ _ \ I �/ II o T 4-1" 3-4y2r = S & P WH '-2.1-3s nnW lo 1 1 w Dl WH Dl r Dl p� iii o TUB SHWR �I _ " u 0 5'-10° 10'-By„ FURR 2x6 FROM CEILING 1 ____ FURR 2x6 TO BOTTOM - - ------_- - FROM HEADERS BOLLARD 2x4 2x4. STRINGERS `a r I' TO BOTTOM AND INSULATE s ••••••••••• OF STRINGERS WITH R21 2'-6" 3'-6" 1 d N UP AND INSULATE 1 o 1 1 2-8 SCW WITH R21 M II d N 3/4 HR D_ _ n 12 SE -CLOSING 1 c 1 I D4 Unit B2 Unit B1 Unit A `TYP. Unit B2 o N Garage Garage o 5 Garage o 2 M try 2 N04 D7 D1 In 4z D1 O M II o .. S N 2-8S W UP I, 0 a 1 4'-9" 3/4 D1 SELF CL SIG STONE I 1 • 4 -�- VENEER--/-" ENEER D5 i Unit - rJ= li 0 oz I J m L ------ ---------- 11'-5y" 11'-3)/2 11'-9" En I' o Q M ROOF ABOVE o 8-0 740 SOHO 8-0 740 SOHO 8-0 740 SOHO STONE I DECK 1 5 I 6 I 4 VENEER Io ABOVE D1 ------N --DS 8 I M ----------I _ D4 I - 1 `� 1 ,�" I o I 8x8 POSTS II \�'.• � n ------,-------ttij TYPICAL yL --- ROOF PLATE HEIGHT -------I-] I ABOVE IS 8'-1" AT 12 ----------I D4 10'-}11" 1 11'�5Y2" ' 5'-1OY4" 1ST FLOOR 5'-11)/2° 11'-3Y2" 11'-3Y2" 5'-11)/2" WINDOW HDR 5'-5Y2 34'-6" 5'_6Y2. IS 7'-0" IS NOTED 45'-6" SEE A17 & A18 'A FOR INTERIOR ELEVATIONS UNIT B1 FLOOR PLAN N a� 1/4"=1'-0" 1st FLOOR LEVELO E N 0) V O = C N O T E S a� c� FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE d'4" PLYWOOD UNDER TUB IN PLACE INSULATION //�� > 0) CL 20's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 i Q o E UNLESS NOTED OTHERWISE. Aw PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BATTS OR BLANKETS V R-21 BATT INSULATION TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 2x6 WALLS - R21 Q) ------- R-13 BATT INSULATION - ONE OF 70" MINIMUM ABOVE THE DRAIN INLET. H 4w SIDE OF PARTY WALL UNO. FLOORS OVER UNHEATED SPACES - R-30 CONCEALED SPACES SHALL BE WALL NO, IN BOTH NO PLUMBING SHALL BE LOCATED IN THE 1' AIR ATTICS AT TRUSSES - R-49* SPACE IN THE PARTY WALLS. L' M C E DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. CL TYPICAL. ALL BEDROOM AND BATHROOM DOORS SHALL BE EXTERIOR DOORS: MAIN ENTRY U=0.20 O a ALL OTHERS U=0.40 UNDERCUT A MINIMUM OF 3/4 ABOVE THE ADJACENT Aw .1, V ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS FLOOR COVERING. WINDOWS: MILGARD VINYL (A SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 TYPE (VINYL) MODEL U 7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT THE FRONT DOOR SHALL BE OPENABLE FROM THE SLIDING 6110 ARGON/LoE 0.31 DIMENSION SHALL BE 24". MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 O WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE KNOWLEDGE OR EFFORT, IT MAY BE PROVIDED WITH A SINGLE HUNG 6210 ARGON/LoE 0.31 M NOT MORE THAN 44" ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 8125 ARGON/LoE 0.32 WINDOWS MORE THAN 7' ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGONAoE 0.30 C NOT LESS THAN 24" ABOVE FINISH FLOOR. INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND L MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED *R-49 INSUL. REQUIRED PER SELECTED MEASURE WM ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC. m CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING IN IN ADDITION, 75% OF LAMPS IN PERMANENTLY Q ALL DOORS SHALL BE SAFETY TYPE AND ALL GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL OR INSTALLED LIGHTING FIXTURES MUST BE EITHER WITHIN A 24" ARC OF EITHER VERTICAL EDGE SHALL BE FM AND SHALL BE INSTALLED IN ACCORDANCE WITH COMPACT (CFL) OR LINEAR FLUORESCENT OR Job No.: 12-04 SAFETY TYPE. THAT LISTING. A MINIMUM EFFICACY OF 40 LUMENS PER WATT a Sheet No.: GYPSUM WALLBOARD SCHEDULE PROVIDE 4e" (MIN,) GYPSUM SHEATHING ONa 5/8" GYPSUM WALLBOARD SHALL BE USED WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE THROUGHOUT ON INTERIOR WALLS EXCEPT o A3 REQUIREMENTS AT PARTYWALL CONDITION. AS NOTED. Sheet Order: A B U F R E S D B 45'-6" A11 A 12'-10" 10'-7" 10'-11" 11'-2" ' A11 7. 6'_511 6'_5» 5'-7y4" 4'-113/4» 5'_5Y2» 5'_5)12» 5,_4" 5'-10" W 1 HOUR42" HIGH GUARDRAIL 6 ' � I = FIRE PARTITION D5 :.............. ®® o o OPERABLE I o '` BETWEEN UNITS I I 5-0 2-0 F r I ( cv , -�` I �, ? OVER SDE I I �� 1 I Deck ' RAISE : 5-0 4-6 SL 62 62 I SEE 10/D3 FOR I PLATE 5-0 5-0 SL 6-0 5-0 SL 11 DECK DETAIL 243/a 7 �I � tlr1k " THIS . I 5 D4 I' � WALL I I �4� � I ; 0 Etc Master 2 4 ....... ....... ... .............: Dining Bedroom °' p "° PR 3-6 1-6 F 1 °p Bedroom D4 D1 1 • OVER 1 �► • V _ I 7-0 5-0 XOX 1 » I �� I 3 10 I I / I " 11 wf • ,_ 1 » ,_ 3 1 I 2 0 1 9 • C, 2 4 I, d. I I � 1 . I TO LE AUG 1 1 i` 3Tp 3-8/2 2-2/2 3,_0„ 2'-8�2 I1. ti O °W '� wa $ : ' UNIT B2 " 45° BIF LD 1 KIRKLAND, WA cLiving1 p 1 � n ------------ ------------ ❑ I 's , \ 45 I I 5558 HIGH CEILING c ------ A AOF S 8c P N II 1i O� I � I ❑ I 12-3jl21 3,_3» 2-8)/2" 3'_3» 2'_6» 6'-2Y2 � `j u� 1 I I ❑ ❑ 112" TOP „ "� X20"x30"� 2-6 CW 5 SH. "► V 1 1® +46 -------- C 5-6 BIFOLD C I • ATTIC - • V V I ACCESS I I� o ____-- 11 1 8-7/2 3-$ i 45° 1 I ---1 5 SH. I • / - C " I I WASHER DRYER ( "N 12 PLANT SHELF ,�';' 16 SH. = I 45 I II 'n o . I - MISC. PLAN CHANGESBath „ I 6 =PLEX I2nd FLOOR PLAN " o N I PER 1 4-SCALE PLAN � AT 8 -2Y2 PLATE � ;� 2X6 N / 3/32 =1 -0 - - �- I ; I I I o 1 60x32 I `l%� 0 II 1 3'_8„ I i o I I " W o M TOP ® +43" ;n I !12'+8" Kitchen o� I TUB � I N 1� o 0 �v I II I pV11 SHWR g-1012 i W.I.C. 1 C " Q � \ I T- 0)I 1 3'_11 " 1 U o U . / I 2 I . " Bath I I � I � ry a, HIGH 3 6" pN c° I o I I o I d' II d w -_ " i I z LJ I I --- - --- --------- N o ; � S & P II PW o ---- • ------------ ---------------- - ------ ---- -----®--- II 1 I � . 1 4 S & P 60x41 7 , I = I LINEN � - - ---- ---- --- � - 60 41 16 SH. - -� I N o �n x " TUB SHWR 11 1 --- --- I / 0 � � "N D1 _ o � 1 WH I I C; : D3 I TUB DRYER WASHER X 6 I1 5-8 I I SHWR o � Ar 1 "' `r I Z Q I a -- I I I „ , „ I Bath Kitchen �-- - - -�,-- - Ln I 3p-11 1 -9 i� _ I I o 5 6 BIFOLD 1= 3= 1 I N • 9-0 17 N DN S & P 2-4 HCW I�, 04 D1 I( N ° 11 N • y... • ---- V I � -- 2X6 O • ( "N C C I I I I • - N 3 0 PKT �N �N - i • I o I I I I \ II —�h[QW oo O DW „ � a � • n » _ r 0i 2 4 HCW I I I I II a 14 x30 , , � TOP ® +43” 0 1 N I r-1 I W.I.C. -- D 4 I ACC C 1 ---------------2Xs--------------�1 N I' N • L_ -- cn I N -- 1 \ • 0 12 TOP , I • I 11 ►, 3'-6 /2 ® +45 2 10 4F-2)) 5s-00) r- N L------ D3 • SBcP ' N z06 p r I D1 I N 1 Bedroom UNIT A ;I , » , I D1 Dining -7 1 -11 I CL • INSULATE FLOORS " Liven II o r-, OVER GARAGES g -6 13-0 1 LJ 10,_10„ 2'-0)/2" 3'-6" I N ■® LL 3 Q 5-0 5-0 SL 8-0 6-10 SGD - - --®-� 0 L a ................ . .................. ......• ...... . 1 I I 7-0 5-0 XOX I I , 1 I , r Deck 1 - I o 42" HIGH SEE 10/D3 FOR D1 ( PLATE HEIGHT I , „ GUARDRAIL, DECK DETAIL IS 8'-2Y2" AT a �� 12 2ND FLOOR D4 � WINDOW HDR I ' IS 7'-1" 1 „ , , 1 » I 1 » 1 » 5'-11/2 5-9/2 5-6 5-4 5 11/2 5-11/2 UNLESS NOTED 5'-5�2" 22'_7» 11,-11„ 5'_6)/2„ 45'-6" SEE A17 & A18 FOR INTERIOR ■ ELEVATIONS N UNITSA FLOOR PLAN 1/4 =1'-O" 2nd FLOOR LEVEL ® E y CL GROUND FLOOR SLAB TO u ® _ .® 2ND FLOOR IS 9'-0" N O T E S � 0 C TOP OF SHELF 20y4" 23)14" »_ ,_ „ » 14 EQUAL RISERS AT 7.71" > 0 M 5TR®10 -4 2 4 FRAMING: 2x6 s AT EXTERIOR WALLS PROVIDE 3/4 PLYWOOD UNDER TUB IN. PLACE INSULATION L AT 2ND FLOOR MAX. RISER HEIGHT: 8 SHEATHING LEVEL 2x4 s AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 O " » , - _ UNLESS NOTED OTHERWISE. ., 5TR®10 -4-2 3 8 � �+ PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER " WALLS: FIBERGLASS BATTS OR BLANKETS � i, III � 9 10 11 12 13 14 •,.•.•••.••...,••• _ TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 2x6 WALLS - R21 � 0 8 R-21 BATT INSULATION „ N - �-- - - - I ------- R-13 BATT INSULATION ONE OF 70 MINIMUM ABOVE THE DRAIN INLET. �_ S 45° ®- SIDE OF PARTY WALL UNO. FLOORS OVER UNHEATED SPACES - R-30 p T NO PLUMBING SHALL BE LOCATED ED IN THE 1 AIR _ _ * Q,' � 4- CONCEALED S ATTICS T TRUSSES R 49 N I CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH I M p 7 - - - 00 DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. CL �--- I I EXTERIOR DOORS: MAIN ENTRY U-0.20 6 TYPICAL. A .® CD - �'� ALL BEDROOM AND BATHROOM DOORS SHALL BE ALL OTHERS U=0.40 Q 5 1 Y2"O HARDWOOD " UNDERCUT A MINIMUM OF 314" ABOVE THE ADJACENT V / „ ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS N FLOOR COVERING. HANDRAIL C� 36 WINDOWS. MILGARD VINYL 0 4 4" - SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 ABOVE NOSING �-- I o A ( TYPE (VINYL) MODEL U SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT 3 I Q THE FRONT DOOR SHALL BE OPENABLE FROM THE � RETURN TO WALL �� I ;n SLIDING 6110 ARGON/LoE 0.31 � 2 AT ENDS 1 Y2 O HARDWOOD I I, DIMENSION SHALL BE 24 . MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 0 WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A 1 HANDRAIL @ 36 I � SINGLE HUNG 6210 ARGON/LoE 0.31 M ABOVE NOSING , NOT MORE THAN 44 ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 0.32 GROUND FLOOR SLAB TO 8125 ARGON LoE � PROVIDED SUCH DEVICES ARE OPENABLE FROM THE UP �_ RETURN TO WALL ,� WINDOWS MORE THAN 7 ABOVE GRADE SHALL HAVE SILL SGD 0.30 2ND FLOOR (S 9 0 6610 ARGON LoE AT ENDS I NOT LESS THAN 24" ABOVE FINISH FLOOR. INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND / L 14 EQUAL RISERS AT 7.71 * _ c, MOUNTED NOT TO EXCEED 48 ABOVE THE FINISHED R 49 INSUL. REQUIRED PER SELECTED MEASURE � MAX. RISER HEIGHT: 8 UP �, ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC. � I M CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING IN IN ADDITION, 75% OF LAMPS IN PERMANENTLY Q U) ALL DOORS SHALL BE SAFETY TYPE AND ALL GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL OR INSTALLED LIGHTING FIXTURES MUST BE EITHER ,- WITHIN A 24" ARC OF EITHER VERTICAL EDGE SHALL BE FM AND SHALL BE INSTALLED IN ACCORDANCE WITH COMPACT (CFL) OR LINEAR FLUORESCENT OR lob No.: 12-04 UNIT B2 STAIR PLAUNIT A STAIR PLANSAFETY TYPE. THAT LISTING. A MINIMUM EFFICACY OF 40 LUMENS PER WATT coS N » » „ » WALLBOARD SCHEDULE Q Sheet No.: 1 = _ _ _ GYPSUMN, /4 1 0 1/4 -1 0 PROVIDE $ MIN. GYPSUM SHEATHING ON Q �' „ (MIN.) 5/8" GYPSUM WALLBOARD SHALL BE USED / - WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE THROUGHOUT ON INTERIOR WALLS EXCEPT A4 REQUIREMENTS AT PARTYWALL CONDITION. AS NOTED. r: A B F R E D Sheet Order: u I I I I - i T 10100W I I + i I t BH I 1 o f fit. I Patio 1 j TECH y � I � 4 1000W I 1 I I PORT 1000W 1 BBH I 1 1 I BBH ` Std NOTE: TI I 1 4 ' OCCUR AT ONLY ONE 1 1 1 I 1 I4 �� END OF EACH BUILDING. DiningI I 1 Bedroom �� R �� ----------- I I \I I 1 1 F �� I I I \ TECH PROVIDE 250W BBH I 750W I I I IN SPRINKLER ROOM I B8H I 1 1 \ I PORT Master Bedroom I I SD Sprinkler TV SET AT 50 F I p �. 1 BTO LE AUG PC SD , 1 KIRKLAND, WA TECH 1 I I i ELEC .® i I I 5558 0 49 0 I I � __ PANEL SD PORT Lavin I I I TV 1 ® I I O I C I � I I O v}- I � I I I I ,SFA I I � I I 1 PC UNIT B1 I 1 10"X10" I 750W TECH I 1 I GRILLE VENT Utilities BBH T PORT I I I IN LINTEL r____ -------- _ = I I E , --------- .— c 50 I I i44 I ❑ I WASHIER DRYS RADON \ I- - - Ent _ I I RADON .. VTR _ I 250W TOE Wp 48 BOTH c � � I I+ I VTR i I _ 4 , �-L I , KICK HEATER \ ,5 W.I.C.Kitchen TO PHOTOCELL T' \ I O 1 0 �- / I � Bath --- +4 250W BBH o y � � �� I � M. Bath .� W I r 80 / c==--------f 44" z I cam- J J 1 - 1 / \.' REF [-44 50OW 80 r PC ® WH 1`� BBH I z I I � J 4- UNDER —CABINET / \ 0 v LIGHTING WH M o / 1 I I o O i I r- I I �U P / j -a I / SD \ /' \ L--- a' N I a, , I — I� \ PB Una B2 I 500W Ent BBH I N yo I --------------�, F---------------�]. : --------------- F I UP qwP I I �\ I I �\ ! I ' '1'1 ' SD I nit./A/ I J TO PHOTOCELL I \ I I I I \ I 1 ®. Unit B2 , , , , Unit B1 , , , , Unit A I ,!� I E I I I I 1 1 1 1 I I 1 0 � _ _ ■® I ® I Garage I 1 Garage I ; I Garage I ;PB W - L----------------------- I j j l I j j t I j j l 500W J a I I I I 1 1 11 1 1 11 BBH °° � a Q D L q MIr TO PHO CELL -J I 1 I I I I o i® I L-------------- L----------------------J = a UNITIll UTILITY PLAN 1/4"=1'-0" 1 st FLOOR LEVEL E C 0 RISEN ® 0 C > L ELECTRICAL L � o GENERAL NOTES ENERGY NOTES VENTILATION NOTES DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING ❑ RECESSED CEILING EXHAUST FAN METER CENTER $� u MOUNTED LIGHT 50 CFM MIN, 3 SONES MAX, VE SHEET. 50 THIS ELECTRICAL PLAN IS THE ARCHITECTS SUGGESTED DRAIN UNE. THE DRAIN LINE SHALL BE DIRECTED TOWARD SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION. SEE NOTES ON COVER � S + LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN—BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. DUPLEX RECEPTACLE OUTLET 4 ROUND DUCT. SEE 15/D1 o ELECTRICAL PANEL > SPLIT WIRED SWITCH TOP HALF � ALL EXHAUST DUCTS SHALL BE RIGID METAL AND SHALL ( ) BASIS. ELECTRICAL CONTRACTORS DESIGN SHALL BE 6 AND NO MORE THAN 24 ABOVE THE GROUND. CEILING MOUNTED LIGHT BBH ELECTRIC BASEBOARD � 4- WATER CEILING EXHAUST o WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER F RS 0 APPROVED BY THE OWNER AND SHALL CONFORM TO THE HEATER E APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN INDIVIDUAL ELECTRICAL OUTLET BOXES IN FIRE—RATED CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. MO DUPLEX RECEPTACLE OUTLET 80 FAN UTONE QT80, 80 CFM, 3 r �+ ELECTRIC HEAT INDICATED I THE UNI IS BA MICROWAVE RECESSED CEILING LIGHT; SONES MAX, 4 ROUND SMOOTH T THERMOSTAT .� ON THIS DRAWING. WALLS SHALL BE OF STEEL OR OTHER APPROVED O ® Q MATERIAL AND SHALL NOT BE GREATER THAN 16 ON 21 BTUH/SF OF HEATED AREA FOR THE DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL IC RATED — SEE 12/D1 DUCT. SEE 15/D1 V ' HIGHEST OPERABLE PART OF ENVIRONMENTAL AND.OTHER SQUARE INCHES IN AREA. PARTYWALLS, CORRIDOR BUILDING AS A WHOLE. BE INSULATED TO A MINIMUM OF R-8. SINGLE RECEPTACLE OUTLET ® SMOKE DETECTORS CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS THAN WALLS AND BEARING WALLS ARE FIRE—RATED. 208v (R: RANGE, D: DRYER) MW MICROWAVE OVEN/RANGE HOOD WITH BATTERY BACKUP V♦ 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. WALL MOUNTED LIGHT (---J COMBINATION, 150 CFM, 3 SONES UNCONDITIONED SPACES SHALL BE INSULATED WITH J SMOOTH DUCT. C CARBON MONOXIDE ALARM ■ SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF CEILING ASSEMBLIES JUNCTION BOX O / Q ABOVE FLOOR. GREATER THAN 16 SQ. IN. SUCH AS RECESSED LIGHTS R-3 INSULATION WHICH HAS A FLAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4 RIGID METAL WITH A DOUBLE TUBE FLUORESCENT I THE BOXES ARE IDENTIFIED AS 25 OR LESS. 4" OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS CEILING MOUNTED LIGHT RECESSED HEAT LAMP — AUDIBLE SPRINKLER M MAY BE USED F X TECH PORT H FLOW ALARM SHALL BE GALVANIZED STEEL OR ALUMINUM MINIMUM ] SFA L OUTLETS SWITCHES TELEPHONE AND TV ETC. BOXES IN APPROVED UNITS FOR FIRE RESISTIVE CONSTRUCTION NUTONE 9410H 250W LAMP " TEL.® TELEPHONE JACK PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT STUD AND THE BOXES ARE TENTED WITH APPROVED 0.016 THICK. THE DRYERS SHALL BE GENERAL � CEILING MOUNTED TRACK LIGHT CEILING FIXTURE. SEE 12/D1 SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WILL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO $pB PUSH BUTTON ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE— RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. TV TELEVISION JACK WALL UNIT HEATER m SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. ❑r H F HEAT LAMP, EXHAUST FAN VTR VENT THROUGH ROOF Q Cn COMBINATION RECESSED CEILING WINDOWOUT A SHALL PROVIDE THE $ SINGLE POLE SWITCH FIXTURE — 250W LAMP 50 CFM THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. PHOTOCELL SAFETY SENSOR WINDOW WITH OUTDOOR � Job No.: 12-04 MIN. 3 SONES 4 ROUND DUCT. THE UPPER 1/3 AND THE LOWER 1/3 OF ITS VERTICAL BACK—UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE $3 THREE WAY SWITCH AIR INLET CID SEE 15/D1 Q Sheet No.: DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4 LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. i ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED $ DIMMER SWITCH ❑ TECH PANEL ® RADON VENT Q DIM. 150❑ KITCHEN HOOD EXHAUST FAN FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN 150 CFM MINIMUM ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE 'd WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/ � TIMER SWITCH N A5 TEMPERATURE RELIEF VALVE THAT IS CONNECTED TO A DWELLING IN WHICH THEY ARE LOCATED. Sheet Order: A B U F R E S D i 1000W BBHr TECHS I �, ' i Deck PORT � � ` � I ` 750W 1000W BBH BBH Bedroom a a I wp Dining Master Bedroom C I I 1 _ TECH r PORT TV 1 I 1 BTO LE AUG , ! \ I 0 SD KIRKLAND, WA 5558 Q TEC I UNIT B2 ' ! 0 oRT Living , 1 I TV 1 1 » SD I I I 10 x10 > I I GRILLE VENT \ �' ! I IN LINTEL SFA SD I I 10 T O To 1 �.----„ - 50 ' ELEC I I / I I +42 , I I I I + PANEL 1 L-IL_--_-_- 1000W WALL 1 I REF WASRE DRYE M. Bath , o I UNIT HEATER J --- --- 750W I I r +48 0TH BBH �� / I I UNDERI-CABINET ► r / TECH I ' Kitchen ' 1 I w I I .� T. w . TECH I LIGHTING p I / � :'OR I I I 44 I 250W BBH / ' �� 250W PORT 1 RADON I I 1 .�. / o Z ,[ 0 RADON BBH44, I ¢ VTR 80 I ® 11 I I. � j I VTR v J I DW \ I:I 1 Bath I T I W Entry , W.I.C. T Z � I 1 I I ! I /� � N �}/^/, I I 150 n O +4 r J 1 +39 , I ]'—1 FT3 11 F I N � -�--- _ - � y °�-- - - 80 , �. M ® Q i I I ( a ) +44 LINEN --+48 BOTH-- +4'�\ 4'� ------- --- 0 V DRYER WASHER O 0 +44" 1 VWHI I a z 1 F I Bath I — _ I ._--• 10 x10 � 0 1 O �•�•- 3 GRILLE VENT R - - - 80 i ' �. I +44" - I a� N IN LINTEL �. 1 REP SD IDN o r 500W BBH K chen ——————— I y 4 � -__ TECH I I 04 POR I ! i i T I 1- � �A I ELEC PANEL k l DW SFA O +42 DI +d�2 I I I - I I J II I S LJ 1 j ® / K41~ (M------------------ 1000W WALL I N I v V•I•C• j UNIT HEATER N TECH I Z o 0 PORT UNIT A O ..j Bedroom 1 TECH I 0. •1 PORT ' Q Living -, I � €-J J >. Q TECH PORT Dining I o 1000W BBH /. .` ----_-®_®-----�� I 150OW BBH I I wp o Deck L ALL FANS AND CLOTHES DRYERS AT THIS LEVEL VENT THROUGH ROOF UNITS UTILITY PLANS 1/4"=1'-0" 2nd FLOOR LEVEL V � E C 0 .® ® 0 ELECTRICAL L 4� � L � ® 0 4-0 w GENERAL NOTES ENERGY NOTES VENTILATION NOTES DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING Ej RECESSED CEILING EXHAUST FAN � METER CENTER }� � MOUNTED LIGHT D 50 50 CFM MIN, 3 SONES MAX, THIS ELECTRICAL PLAN IS THE ARCHITECTS SUGGESTED DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. q� DUPLEX RECEPTACLE OUTLET 4 ROUND DUCT. SEE 15 D1 o ELECTRICAL PA •— LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN—BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. / R L NEL � � BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE 6" AND NO MORE THAN 24" ABOVE THE GROUND. ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL SPLIT WIRED (SWITCH TOP HALF) ■® CEILING MOUNTED LIGHT BBH ELECTRIC BASEBOARD � 4- APPROVED BY THE OWNER AND SHALL CONFORM TO THE WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER F RECESSED CEILING EXHAUST o 0 INDIVIDUAL — CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. O DUPLEX RECEPTACLE OUTLET ® FAN UTONE QT80, 80 CFM, 3 HEATER E APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN I L ELECTRICAL OUTLET BOXES IN FIRE RATED 80 �. M A MICROWAVE .�.+ WALLS SHALL B F ELECTRIC HEAT INDICATED IN THE UNIT IS BASED RECESSED CEILING LIGHT SONES MAX 4 ROUND SMOOTH T ON THIS DRAWING. L E 0 STEEL OR OTHER APPROVED THERMOSTAT _ MATERIAL AND SHALL NOT BE GREATER THAN 16 ON 21 BTUH SF 0 DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL — O F HEATED AREA FOR THE IC RATED SEE 12 D1 DUCT. SEE 15 D1 ■ SQUARE INCHES I BE INSULATED TO A MINIMUM OF 8. SINGLE RECEPTACLE T .® HIGH Q REI N AREA. PARTYWALLS CORRIDOR BUILDING AS A WHOLE. � E RECE T CLE OUTLE I'® EST OPERABLE PART OF ENVIRONMENTAL AND OTHER ® SMOKE DETECTOR CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS THAN WALLS AND BEARING WALLS ARE FIRE—RATED. 208v (R: RANGE, D: DRYER) MICROWAVE OVEN RANGE HOOD WITH BATTERY BACKUP V♦ _ MW OVEN/ RANGE MOUNTED LIGHT � 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. �---J COMBINATION, 150 CFM, 3 SONES SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF CEILING ASSEMBLIES UNCONDITIONED SPACES SHALL BE INSULATED WITH J JUNCTION BOX SMOOTH DUCT. © CARBON MONOXIDE ALARM / Q - ABOVE FLOOR. GREATER THAN 16 SQ. IN. SUCH AS RECESSED LIGHTS R-3 INSULATION WHICH HAS A FLAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4 RIGID METAL WITH A DOUBLE TUBE FLUORESCENT MAY BE USED I T 25 OR LESS. _ O AUDIBLE SPRINKLER M F HE BOXES ARE IDENTIFIED AS 4 OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS TECH PORT CEILING MOUNTED LIGHT H RECESSED HEAT LAMP OUTLETS SWITCHES TELEPHONE AND TV ETC. BOXES IN APPROVED UNITS FOR FIRE—RESISTIVESFA FLOW ALARM R CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM NUTONE 9410H 250W LAMP PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT STUD AND THE BOXES ARE TENTED WITH APPROVED 0.016 THICK. THE DRYERS SHALL BE GENERAL TEL.V TELEPHONE JACK �_ CEILING FIXTURE. SEE 12 D1 SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WILL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO CEILING MOUNTED TRACK LIGHT / pB PUSH BUTTON ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE— RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. TV TELEVISION JACK WALL UNIT HEATER HEAT LAMP EXHAUST FAN SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF CEILING. H F VTR Q WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH COMBINATION RECESSED CEILING VENT THROUGH ROOF THE WATER HEATERS SHALL BE STRAPPED AT A POINT WITHIN FIXTURE — 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR — N SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY z _ Q EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. » WINDOW WITH OUTDOOR Job No.: 12-04 THE UPPER 113 AND THE LOWER 1 3 OF ITS VERTICAL BACK—UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE MIN., 3 SONES, 4 ROUND DUCT. AIR INLET / / �3 THREE WAY SWITCH DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. SEE 15/D1 Q Sheet No.: ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED ❑ TECH PANEL R RADON VENT DIMMER SWITCH KITCHEN HOOD EXHAUST FAN O Q FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN DIM. 150 150 CFM MINIMUM WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/ ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE TIMER SWITCH 0 A6 TEMPERATURE RELIEF VALVE THAT IS CONNECTED TO A DWELLING IN WHICH THEY ARE LOCATED. Sheet Order: A B U F R E S D i 95'-4" 45'-6" 49'-10" „ , „ , » » » , » 12-10 10$-7)p10-11 0 11'-2" 11 -2 0 Q2 10'—11 10'-7 12'-10» 4-4 12 SW6 SW6 I SW6 SW6 12 SW6 S4 - ---------------- - SW6 SW6 - ----------------- - S4 SW6 1 I I = ( o I I o 1 3 SW6 I o SW6 SW6 I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . SW6 •r--- ---------- STHD14 ' L N -------------- -- -- -------------�, _ J ' STHD14 ---------- --�• L_ D2 ---- ------ -- STHD14 I• •) STHD14 - ------ ---- -� D2 –I _ - I I I• •I I I 3/2 CONCRETE I I 3/2 CONCRETE N I I .N _ ___ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N I I N PATIO SLAB I . . . . . . . . . . . . . . . . . . . . . . . _ ._. . . . . . . . . . . . . . . . . . . . . . . .- - ---------------- -----� - --- - --- - ---- I PATIO SLAB L - 0,_0„ 11 ---- - --- - --- I I I STHD14 ------------- 1 I I STHD14 1 ' �STHD`IJ -J co 3 STHD14 STHD14 co i s� -�- ,� �� 3/4 1 i I •1 STHD14 I I I I I I I I• I 1 4 °' YD2 -4" `� SW6 .I I � I I ' I 1 � I • SWC -4" D2 I-- --- ----- - 4 SLEEVE FOR RADON W ,1 I I GAS TRANSMISSION, TYP. I I D2 I 1 I• SW6 (.0 r, 4 '"f HDU2 0 I I o HDU2 �------ ----------- I r I 1 i i i i--r-i - ----------- ---- I � � I 1 ;l 1 21 -9/4 21 -9 4 I• _ 6P-4t# 3'-11)/2 5, 5„ 6,-03/4„ I I 1 6,_03/4„ 5, 5„ 3,_112„ 6P-4y' - 1B1 I � 1• 1 2 - r- I 1 G I v I I I I 2 1 ►n I r I I 1 ;i 3h" CONC. SLAB I I I -------�- I i 1 I -------- III 3 i" CONC. SLAB CONDITION I I I r� , � � I I SW6 � � , �� I I I CONDITION 0 I •1 WITHOUT OVER 6 MIL. OVER 6 MIL. WITH I 1 I I BTO LE AUG 0 1 ;1 VAPOR BARRIER �` �� I _ _ ( 1 P I I 1 I I I _ _ I // ,� VAPOR},BARRIER I I I UTILITY I I f , I I I -1 I I UTILITY I• I I SW6 •{ CLOSETS AND 6 GRAVEL _ '� I ' I "� I / / AND 6 GRAVEL CLOSETS I• SW6 I J I N I I \ \ I I N I L___-- KIRKLAND WA 1 •1 45°�� I I I I I SW6 I I 1 i I I I I - - - // 45° _ p,_p„ I; I I 5558' » a I ;I IFO�_0"] - - -\-� - - -�I- . I { I ' I , I I I I { ,I 1 �--�- 1. 1 3/2 I r' 0 1 '1 ----------� `�' I L---------� I• I CONC. 1 F� + + -f-1 - I I l Bi I I { { III I ( -1 S4 � I { SLAB 4>e 42 x42 x12 11 10 _ _ I I I _ _ ' ' , 10 11 42 x42 x12 1 �1 I •I 1 „ THICKENED SLAB S4 D2 1 11 I ___J ' ' I D2 S4 THICKENED SLAB ' 1 > ' 1 'I 3'—7/2 9—5�4 W/(4) #4 EW --- -------------------J I I "'T L-�---1 E------ -� I --- - - - 1 r--4 ---I I L------------------- --- W/(4) #4 EW 9'-5, -5/4 3-7/2 I BOTTOM I• ,I BOTTOM F I � I �- � � 1 � I I - -- {-- - - - - - - - - �--f-- �--------- --I r--- -------J I --t-� - - - - - - - - --� — I - L-- -------------------- J L --------------------- ---J - - -�' I-----� __-- _ I- _ _ -- ILA L------ •I 7 I I 13'—0 I I I I 13-0 I I 7 I• --------- --- s L---J I �----J 0,_p» ;1 D2 L--I-� I 1 L._,_J D2 I; 0,_p„ ' » 1'_71 :I „ » 2_93 '► SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD)� _ 7'-5, I I I 7'-5,Y4" _ 4:3 2#_93 » »1; ,L 71 = 3- - / „ /4 2-2 3 10 /2 2-0 2 0 10 2 2 4 I • 3 DIA. PIPE MAT'L PER OSSC 1812.3.7.2 4" { { 11 I _ �d- ' _ \ WITH T FITTING BELOW SLAB � S4 I o _ I •1 I o FOR RADON MITIGATION, TYP. I =� o _--_J, L_ I I N / �- i D IGA I --- -� -- - I I iI 1 --� .':-.:-.:76-e.mo_-1 - 12'-22" I I\ I 12'-2Y2" rte. - . . . . . . . . 0 I "' o d d / o o / I I I I oo I ♦ i� , \04 •1 12 SIM. I I \ I 1 3-4 / I I S1M. 12 N D2 r; I I -�- Z ,� D 2 N r,-, _ I _ I �/ p„ I 1 o SW6 ' -J `-" S4 I --�l 6,-0» o { 6'-0" (� ( S4 `�' - `- l SW6 o I; j I p'_0" 1 I I I _ U- Q co s` c� I { d Z = - L C-4 L1 7;' o';'0 a a o'I —0 To 1 lop r r I I I I •I ---- l I l {• i i i i i i { oo I i I I I Z W N I 4 I .1 1. I 4 I 'cv I l I SW6 , \ I I 7 , I I I •II II I II I• I I I „ 7 I I \ SW6 FACE 1 I { I o O I I { 0 -0 0 -0 0 -0 I. 0 -0 0 -0 +� 0 -0 I .I , SW6 .I I , I I SW6 D2 0 0 I 0 D2 I I I I I 1 1 I I I � N _ _ � ca { 14—1 I 11 -10 N I D2 I .1 1. I D2 1 OF 10 1 14 1 1 1 c� CN I I I ' 1 AT 1 1 •II�-- SW6 --� �-_—_-----�; I I ' I AT I I I �� 1 I N N , w I I I FACE I I I I I L7. . . ___ I I I J I I I I I L STUD I I I OF 4"0 CONC. FILLED , { I (DOOR I I I :N I • • • • • • • • • • • • -T • • • • • • • • • • • • I I I I DOOR I I I I 4"0 CONC. FILLED I 1 1 1 � N N O I I I I I � „ I \ a YS6 STEEL PIPE IN 201 t ! 1 I I I I I I O STEEL PIPE IN S6 oo L6 A� J12"x12"x12" 12 12 -1f I STUD /2 I I I I I I 2 12"x12"x12" _J L_ _ I o I _ ____ I I I SIM. I I SIM. I I I THICKENED SLAB ---- - I N oF�l THICKENED SLAB ' ' I S4 N I I 3�2„ SW6 S4I I I I a s i 3 I . . . . . .__. 0 . . N FIN. HGT. 36" 0 0 I I I I I I I FIN. HGT. 36 1 . ._...._ I 3 I \ I I I I CONC. .r �. 12 I d. D2 12 .r N ( I I I I I I I I ( l �" 1 D2 d- 1 I I I I _ -- I 1 I I I SLAB __ __ , I S4 , S4 I ;I p►_p„ I: I I I I I "' �---_--� I I I OVER I I I I I I I I I I I I I » I I I I I I I f 1 I 1 •1 3%2" CONC. I• I I I I I I I __ I \ I I 6 I __ J I I I I I I 1 •I 3%2" CONC. I• I I _ I 'I 1' I N I I I I 1 I GRAVEL I I I I N I I 1' N ---� I ;I SLAB OVER 61; \ I I I I - 1 o o •1 L. VAP I, I o I I I 3� CONC. LAB l l 1 I I op I I 1 I 1 3%2 CONC. SLAB I I o I .I SLAB VAPOR 1 1 I MIL. OR /2 S I I _ ! I I I I I I 1 I 1 1 I I I I I I I I I op I BARRIER AND : op op ap 1 I CO 0 • .i I, I I I I I OVER 6 GRAVEL { I { I I I I I I I I OVER 6 GRAVEL I { I I { :i BARRIER AND 1: I I I a L---J 1 6 GRAVEL I I I IN GARAGES 1 1 1 1 1 I I 1 I I I IN GARAGES I I 1 6 GRAVEL I L-----1 0 ' SW6 I I. 11 I I °' I I `� 2'-%" 13-11 2„ I 1 1 3'-11 j2"{ a,-0�2„ FACE I I a' I I 11 �Isw6 ' OF I I I I I D2 I 1 I _ _J L-- l STUD •— �• - ---- I I I I I I I . . . . . . . . . . I o I I I I I I =N ----- - I I I I I I I o r. Z i� , --- I I I I N I r-- - --------� I I I I I p p 1 --- , 7 1 SIM. 12 I I I I I :1 1 1 1 1 3%2" CONC. I: I I I I I 12 TYPICAL 1 1 7 SIM. ■® N 4'_9„ I S4 1 , 1 1 , 1 •I S6 SLAB OVER 6 I. I 1 ' S4 I D2 D2 1 I ;n I I I I 11 I ,N I I 1 MIL. VAPOR I 11 a a D2 •1 \ I I D2 I I I I I I -- I- i I I BARRIER AND I; I I I I I I I ¢ I 11=1 0'-0» f N o I I 0 0 I I I I I I '� I I I 6 GRAVEL 1 I I I I I I I _ o z TYP. ALL I 0 ;� I I I I 11'-7�4 I ( I 11 -3�2 I I I 11'-13/4 i� 1 :� 6'-0" 1 I I 6'-0" �. I 11'-0/4" I I I 11 -3�2 I I 11 V—7)/4 I j POSTS I I L 1 •I I' 0'-0" I I I �------ - 1 -!- { - -----_j „ 1 1 I p,_0» „ .I SW6 I I -4%2 STHD14 I , 1 -4%2 1 1 1 -4%2 . . . . . . . . . . . . . . . . . . . . . . . . -4%2 1 1 -4%2 1 , { STH -4%2 I I SW6 L__--_--- -- --- _ I--- _----------- - – -- –---— — - - L --------– ---- L ----------_– --_ 1– ------- --- –J a .. 0 --- -- - --- -- -- ----- -- --- -� �- --- -- - --- - -- --- - ------ --------- ____________ ___ ________________ r o III 7 l - ---------- ----- -------- ---- ----- --- --- - m --- ———————————————— -- - - - 1 , 1 D2 Z TSTHD14 STHD14 SW4 STHD14 I I _ STHD14 SW STHD14 STHD14 3 Q i 2 SW4 2 12 _ 1 I I 5 _ 12 2 SW4 12 BUILDING IS SYMMETRICAL ® o D2 D2 ,�, S4 -j _`� I I D2 N - I I S4 D2 D2 EXCEPT FOR UTILITYLL __ __ I 0. r -� F I I -1 CLOSETS. OWNER 2p I I _ _ _ _ _ I I L L J -J I I _ I I 20 TYP' S2 I I - T TYP. SHALL DETERMINE WHICH S2 SIDE OF EACH BLDG. L 7-J —4" SHALL HAVE CLOSETS. o • 11'-9 10'-111 11'-51 I 5'-101 I 5'-10 11'-5y" 10'-11�" I 11'-9�" r 4 /2 /4 �4 2 2 4 1'-10" 8'-3" 41 3'-0f2" 8'-3" 3'-02" 8'-3" 1'-10" Li -10"It 8'-3" 3'-02" 8'-3" 3'-02" 8'-3" - 5'-52" 34'-6" 5'-6�2" 5'-6�2" 34'-6" 5'-5�2" r 45,_6» ' 45'-6„ PROPERTY LMS HAL 1311 CLEARLY IDENTIFIED PRIM TO F+ OTM SP CTIO Erosion +control C Inspections wird •® 6mPLEX FOUNDATION PLAN 1/4 =1 -0 Contact: Clean Water Services 0 -�'•+ (h (503)6814444 4� Initial InspectionPrior To F In L E CL FOUNDATION N DATION NOTES Final Erosion Inspection Prior to Final I 0 i o F+_33"k___' ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE ' i CL WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. ® 0 E +20" FINISH SLAB ELEVATION VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% ••••••••••••••••• FOUNDATION INSULATION MAXIMUM DRY DENSITY. r. L U v SPREAD FOOTING TYPE - REFER TO �► .� O SCHEDULE BOTTOM OF ALL FOUNDATIONS SHALL BE 18 MINIMUM BELOW E ADJACENT GRADE UNLESS OTHERWISE NOTED. � '� ® sw# SHEARWALL TYPE - REFER TO 11/S3 FOR � Q ANCHOR BOLTS REFER TO SHEETS S2 & S4 FOR TYPICAL FOUNDATION DETAILS. C HD # HOEDOWN TYPE - REFER TO SCHEDULE 9/S3 0 Q REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR (� ■ —� LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. o N = PROVIDE TIGHTLINE AND RISER BOOT CONCRETE WALLS ARE 8" UNLESS NOTED. F.O.C. FACE OF CONCRETE STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - SEE f M DETAIL 10/S4 PROVIDE 4 PERFORATED FOOTING DRAINS AT PERIMETER OF ALL BUILDINGS. 0 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. w I _j HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS (SHEARWALL Job No.: 12-04 7 EXTENTS). REFER TO 5/S3 & 9/S3 TO DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS NOT A PLACEMENT PLAN. < Sheet No.: a 0 A7 Sheet Order: A B U F R E S D N i DUCTWORK IN 8 FLOOR FRAMING I I I 4 3 STHD14 (SW6) SW6 STHD14 S4 T /� /1\ m STRAP WINDOW (2) 2x8 IHDROO I D4 S4 I STHD14 SW6 SW6 STHD14 SW6 SW6 STHD14 v STRAP WINDOW STHD14 STRAP WINDOW I ( 2x HD 1 I I I j (2) 2x8 HDR�2 QQ 6x1 HD P 3 I i i Li HDU2 I I I I I © I — 7 I I I I oxo 1 00 I I S4 I I I I N x SW6 SW6 1 o I v 1 `� 2:00 EDG P 4 STRAP WINDOW I I I S4 ' _ „ s LSDTHD8 I I I j j i oo 4x8 HDR 4 i -- --------- A� © I I I I 6x6 1 I 3_ STHD14 I o I I I i OST 4 I x I 1 SW6 N I I I 4 3 0 iR 3 g l I I I S4 = I 2 x8 DRI I I I 5%s 9 G B F 1 _ _ 2 I I m 1 cp I — — i i I I 3 x I cfl SW6 6 I i I H LTU S4 I I BTO LES AUG � I i IQ E 0 Bl HDU2 I I 8 _ 2 I I I I I I � i .�. KIRKLAND, WA 2 2x HD S4 I I I I 16 I5V8,(9 1 1 d- 5558 G B F 6x6 POS I / - E3 I I i-77-T i i 1774 - - - 1 2 D I I I 1 W/ PC8 u t I P CA /ax9 GLB 1 -� OS I LSDTHD8 F I 8 I El I I I I I 1 00 IL I I I t I I i I as I 0 I s_ H LTU s I I 1 m l o to L_ 1 as C = C I °x° I ' _ I N oo 1 x I o0 0 � 1 IX O N I U z _17F d- ____ I u I n I I o SW6 —v I _ I I Ll co I 1 I N U 1 v� I I STAIR FRAMING w I - I °O I 4x12 STRINGERS 1 j \ Q c LSDTHD8 Lr-- -� I _ II j' cn p SW6TL I �- i - : 11 A T WALLS Ln � v 0 4x8 HD 9 1 "' N z 2) 2x8 HDR 8 - __`®- I � p amumma _ _ - ' o Q 0 I J o J Z _ I 00 U o D ,yC � Q SW6 SW6 ' "` 5 o' - -- I o �- J z SW6 I I S4 r _ 1= I J Q U I 0 — D' WI I4x10 FB� I 100 N I 1 x I < z 73 w - I i�i�i w o m O N 2 N HDU2 ♦ m 4x8 FB 7 _ 1 1 S4 iiiRi®i STAIR FRAMING I - sw6 �-- I � � N N CN `♦ 4x12 STRINGERS! o -�® o0I 4x8 FB 7 N � y- , X1 x 1 I I w 1 AT WALLS 1 ♦ i.i®i 4x10 FB 1 m 00 x I �21 "' �m----` r 3 2 N 1 2 U 1 z C 23 1 `� o S6 I I 2x10 ® 16 O.C. I SW6 0 6 TYP. U.N.0. I w I „ L1 S4 2x10 ® 16 O.C. X Lu °p TYP. U.N.O. I N x ( ) _- 2 2x8 F I I M IT_ a_® �_®__�. � O I Q Lf� LSDTHD8 Ws N a' w I I 0. S 0 LSDTHD8 m II 1= Uc.� � I -- Lu J oxo I1 00 1 d- 4x8 FB cx I ■ LU SW6 (V i i® i HDU2 2x8 4 -----------------------� a LEDGER D4 ■ N S4 D4 10 4x12 HDR10 10 BUILDING IS SYMMETRICAL 06 4x12 HDRO -a 4x12 HDRU ----- ----- - --- ---®- - -�-®-® - EXCEPT FOR UTILITY i i i i i i LSDTHD8 x CLOSETS. OWNER F TH 1 18 I D4 I7077717P STHD1 THD14 1 w STHD1i-- SHALL DETERMINE WHICH 1 SW4 SW4 I Iw 4 SIDE OF EACH BLDG. - ------ ''``''(( 19 4x8 HDR --1---------- SHALL HAVE CLOSETS. i ® ®i 6x10 F 11 �-1 1 ILL. S4 _� 1 I x x 100 c I.L I � Ix -------------� A8 N � Id Q 8x8 POST I p (TYP. OF 16) L -—- -—- - 4x10 FB PT® O (0 01 J LL 6 = PLEX BUILDING1st FLOOR SHEAR AND 2nd FLOOR FRAMING � 1/4"=1'-0" BUILDING IS SYMMETRICAL ABOUT MIDPOINT Fl�BEAM�SIZ�ING COORDINATION SHEAR WALL NOTES FRAMING NOTES SW# SHEAR WALL TYPE - REFER TO NOTES BELOW. TRUSS SPACING: 24" C.C. — TYPICAL (All 1 FB FLUSH BEAM LEGEND D1 � - SHEAR WALL- REFER TO NOTES BELOW. UNIT HDR HEADER HD - TO SCHEDULE 5 S3 OR FRAMING MEMBERS, # HOEDOWN TYPE REFER / GT GIRDER TRUSS � �— INCLUDING ROOF TRUSSES 2,_0„ 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL 0 G CONSISTS OF 15 32 OSB WITH PLYCLIPS OVER rm TYPICAL ROOF FRAMIN f � Q � SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. . 7 OVERFRAMING > 0) 16 D SHALL CONTINUE ABOVE AND BENEATH w=« f eA a WALL SHOWN AN _ ,_ SEE NOTES TO LEFT CL D1 , OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4 T&G PLYWOOD OVER 2X10's SEE S1 & S2 FOR REQUIREMENTS. �� ., ATTIC ACCESS PANEL SW INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER N TO SHEARWALL SCHEDULE ON 11 S3 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d@6 OC AT PANEL EDGES AND V z TER ALL EXTERIOR WALLS ARE SW6 U.N.O. NUMBER OF 2x STUDS GREATER , OVER SHEARWALLS, AND 12 OC IN FIELD. ® � THAN 2 (AS POSTS) AND SOLID p HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS MEMBER POSTS. BLOCK SOLID ■® � HANGER PER. BEAMS (LESS THAN 6 IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER �. (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING (� Q 10 STRUCTURAL DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. 10 NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED Q - ® �� ■ s ��•.- INTERIOR BEARING WALL. 10 2 TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/S4. V 2 s SEE 4/S6 FOR TYPICAL WINDOW STRAP DETAIL SEE 13/D1 FOR PENETRATION ® � OF THESE WALLS AND FIRE ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE RESISTANCE PROTECTION. DRIVEWAY GARAGE SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. 1 E TS 1 & S2 FOR ADDITIONAL REFER TO GENERAL STRUCTURAL NOTES SHE S 0 M REQUIREMENTS. SEE ROOF PLANS FOR VENTING. FLUSH BEAM AT DECK > 1 FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2 x 4 c 1 1 2" = 1'-0" SECTION HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES Li / AND DETAILS FOR NAILING BLOCKING. i Job No.: 12-04 REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Sheet No.: PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR Q REQUIRE PROTECTION PER 13/D1. o Sheet Order: A B u F R E S D c\l AU i -- ---- 3 SEE DETAIL 1 BELOW FOR THESE TRUSS DIAGRAMS S5 OVER BEDROOM. SW6 SW6 r----------- ----- ------------ 12 STRAP WINDOW I ABLE EN TRUSS I YS5 RAISE PLATE 24Y4" THIS WALL --- --- --- --- -1- - I ------- - -I-- --- --- - -, SEE DETAIL 1 BELOW FOR SW6 SW6 SW6 SW6 I I I I THESE TRUSS DIAGRAMS 4x10 DR 1 I I I x10 H RO OVER LIVING ROOM. STRAP WINDOW STRAP WINDOW - -T - - R0 ME z_ 00 x CN �--- --- --- --- --- --- ,; SW6 SW6 STRAP WINDOW 10 4x10 DRQ 61,11' a,2<4 - -�- - FIRSTZ.- , INSIDE <. 1 < .. .. ' TRUSS 7. °sa.`< ..ia`a'.a: s s's°a°<'a a I ,a g?S t ae4, 4,1K.65 A ° - ° I � u SW6 � A ` � < , ' U " FURR CEILIN TOMATCH I �� LOWER CEILf G HEIGHT SW6 ° o r GT I I BTO LE AUG B22B2 � �-�—�1 s3 I KIRKLAND, WA I I 5558 Q I X I U) VI r� — � I 5 2 T FACE F TRUSS --- D 4 �. i J W I J sn Q I I � �-— � W (— I J 1 cn I '� I z I - --------L� ---------- ------------------ — — — < � O LOf I w SW6 7 I. — o O SW6 — SW6 o = D4 S5 o Z �; . . LLj W ®. a" �2 5 DRAG TR S �` °' � I a ° * . . Y I Z SW6 Iv ,°• I I J = - i — a9= 7 6 U SW6 !cn - Q U � D4 • D4 _ � II . I w .• z a , s t t ° ® a W I ,.* , a a o w�Q 1 I I N N t''e �— SW6 - D4 I N `ate I N O D I d— • In M LO (D 4 SW6 —. I �� ° r I I I • x I U U * ° I .. I N SW6 cl � I S3 \ v I I 05 1 4x8 HDR I �® uj I 12 c� _ / 1° I r SW6 a r O cV 1 4x8 HDRO - 4x8 HDR 22 STRAP WINDOW 1 pg I GABLE END I TRUSS 1 I — -------I------- —J --1— --------- ------ --� IMEMNON HD 2 1 T SW6 SW6 D4 1 4x8 R� 10A STRAP WINDOW I I o 1 D4 m 0 SW6 SW6 1D4 'x I ' I � Q 6 LL a I � 1 I o ---�0----------------GABLE E�D TRUSS------------------�-- am LL 6x6 POST � � o Qj P to 0 ' 1 " 6mPLEX2nd FLOOR SHEAR AND ROOF FRAMING PLAN FIRST INSIDE TRUSS 26 —1�2 N TRUSSES OVER LIVING ROOM 20'-10" 1/4"=1'-0" BUILDING IS SYMMETRICAL ABOUT MIDPOINT Fl�BEAM�SIZ�ING COORDINATION SMEAR WAIL NOTES FRAMING NOTES 6:12 6:12 SW# SHEAR WALL TYPE - REFER TO NOTES BELOW. TRUSS SPACING: 24" O.C. — TYPICAL I SHEAR WALL- REFER TO NOTES BELOW. FB FLUSH BEAM LEGEND N HDR HEADER0 E W FRAMING MEMBERS I O� HD# HOEDOWN TYPE REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES '® TRUSS 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL _ o I 0 OVER UNIT A �\ TYPICAL ROOF FRAMING CONSISTS OF 15/32 OSB WITH PLYCLIPS OVER Q� � ------- N -_---______-_-�__ 8'-2Y2"_ PLATE HGT_ SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24 OC. `= OVERFRAMING WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH y ._ :o 2 SEE NOTES TO LEFT 4'-1�2" 20'-6%2" 5'-7" 1" 7'-8" OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's SEE S1 & S2 FOR REQUIREMENTS. '�N, �' " I I ol-r GABLE END TRUSS BOTTOM AT 8-2Y2" PLATE HGT 33 102 ATTIC ACCESS PANEL 'S SW INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER ,�__�, i ULE ON 11 S3 FOR WALL ATTACHMENTS. TO SHEARWALL SCHEDULE R NAIL FLOOR AND ROOF SHEATHING WITH 8dC�6 OC AT PANEL EDGES AND ALL EXTERIOR WALLS ARE SW6, U.N.O. NUMBER OF 2x STUDS GREATER OVER SHEARWALLS, AND 12 OC IN FIELD. O E MATCH INTERIOR TRUSSES THAN 2 (AS POSTS) AND SOLID IIEEE OLDOWNS ARE SHOWN AT THE END OF SHEARWALLS ® 4- H BEAMS (LESS THAN 6 IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID GABLE END TRUSS (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO AND 1 KING STUD MINIMUM UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING 0 E DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS SUPPORTS BELOW. �- �+ THE FOUNDATION. BEAMS GREATER THAN 6 IN LENGTH SHALL BE ,*+ U) NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED HGT.i 8 2/2 PLATE H (� _ _ _ _ _— INTERIOR BEARING WALL. •�•+ SEE 4/S6 FOR TYPICAL WINDOW STRAP DETAIL TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/S4. SEE 13/D1 FOR PENETRATION �A ALL 2x DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE OF THESE WALLS AND FIRE SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION. 12 12 6 � � 6 REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR ADDITIONAL M REQUIREMENTS. INTERIOR TRUSSES g -6 BOTTOM CHORD HGT. ------------- -- _ _ _ _ __ SEE ROOF PLANS FOR VENTING. 8'-2Y2" PLATE HGT. _- FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2' x 4' I HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES W 10'-7" INTERIOR TRUSSES AND DETAILS FOR NAILING BLOCKING. l L A ON SIDE OF BER lob No.: 12-04 GIRDER TRUSSES REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Q Sheet No.: TRUSS DIAGRAM PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR Q 1 REQUIRE PROTECTION PER 13/D1. C\l A9 o 1/4 = 1'-0" ELEVATION / Sheet Order: A B u F R E S ® .. i v 20 20 D4 16 16 D4 N N ----------- - ------ s � . . __ . ..�a=as.�•s.=ae•.si.�.m®ava•.i•=.s •NOO..s ; �._.�•_ .�— --------------- ---r --- ------------ r------------ - ---N w: h ' # _ Al 0 Z• • 'S .� 1.Y T 3 16 . . h • r � ❑ • • ins ^:�' s ,x"'; -� �,,� � • �---• • '�y, ,r",, A.ass/ a•^'g y��..�`�#y 1�.�` a°;�, E 1 • I L—i : • • • .s.a.e. saris.'----_----.' ®®aaoe.e�®moi® ��®0as��®a.�.a� • • �——————————— ———————————— D4 • • ■ • • • • �r • I ? : I 1 BTO LES AUG I ■ i i KIRKLAND, WA 5558 �Q I I I I O 0 I I A I I I ■ 5 I I � I I � I D4 I W/D I W/D ■ d F-� I ❑ 15 ❑ I 1 r 1 LJ I DRYER 15 I DRYER 22'-0" 1 - ------JL-J C r M 1 20 I ❑ D4 RADON VENT RADON VENT D4 ❑ 1 N D4 I 21 LIN. FT. RIDGE VENT RANGE / ^� '�_ I RANGE 21 LIN. FT. RIDGE VENT 1 •............................... ...................................................................... *to of***** 0•00000.90• BATH O O BATH ......................•...............••.................................................... .....•....•...............0.000. t................................ ..................9........................................................................ ❑ ❑ � ('-I8 18 7 ❑ ❑ .............•.............*so............................................................. .•..............................t I cn -� I w I 20 I 23 LIN. FT. RIDGE VENT YN D423 LIN. FT. RIDGE VENT 20 °-�RADON VENT IQ 4-D4 +•••••••••••0.0.0.0.0..0•••••0.00•.•00••• •0.•0.............................................000.00••••0•••0.0••...................,.............................••.0••0.0•.0• 0.0•..0•••.0••••••............•........................ .......................................+ D4 RADON VENT 1 •••aa•aa9aa9a99a99a9••9••9•*see 0•••••••• •••••••s•.••aasas9••a••••99••9.99a•a•aaa•a••a••a••a••9• 9•90009000000000*a0800•6600*000000*0000000 •••••••a••••9s•9s••9•ss•aa•a9s99s•9••9••a• ••a••a•aa•9•••9s••999.9••9••••a9••a•aa•a•saaaa••a•a999• •••rias••a•as9a99•a••9••9••9••4000.09•• 0 I » I RJ i Z jL� j 7 BATH I BATH 7 112 F JI o 1 i D4 ❑ ❑ D4 I N 1t'-2 rjo �..®..®■.®..®..®..®..®..® ■®■. ■ ■■®■■®■■®■■®■■® ■®■■®■■®■■®■■� I �■■®■■®■■®■■®■ ®■■®■■®■■®■■®■■ . ■■®■ ®■■®■■®■■®■■®■■®■■®■■®■■� 20 I 12 D4 I I D4 12 D4 I I ; ; I � ❑ 7 7 RANGE • • ❑ 1 y, RANGE I DRYER : : D4 I 1 D4 : : DRYER I I o 6 ❑ . . D4 ❑ 6 1 a z D4 W/D i W/D D4 1 I BATH : : L■■®■■®■■ ■®■ ®■■� BATH ■ : : : : El j AREA 1 i■�■■ ■�� I LES ■� AREA 1 I N 1 1 UNIT SEPARATION 9 I o r I 1 j 1 FIRE PARTITIONS D6 D4 I 1 N D4 IN ATTIC o I ■ � � i 112„ I Dow- IBJ RJ I w • w I RJ L '1 5 1 I wi iiw I I ■® o . . �i • • : : (Y 1 G� 1 00 • 1 �1 0 : : o it 1 IL . . N 16 ; ; 11 RJ 1 . D4 1 I : : I r-1I 0 F 11 CLASS C COMPOSITION w ® a L --_ -----_ SHINGLES THROUGHOUT 1118" J 1 /� r- 1 Nt LL RJ p 11 � � 1� D4 � 20 1 0 I • • I 1 16 D4 16 I I 1 ; ; D4 D4 [RJ] RJ ------- 11 D4 . . IL------------------- ------------- T- -------- I 1 ��---------- — --- 04 11 11 BUILDING IS SYMMETRICAL I I I 1 I EXCEPT FOR UTILITY 20 I I 15 I 20 D4 I I I I D4 CLOSETS. OWNER o • I II I II I SHALL DETERMINE WHICH - I c � 11 I 11 SIDE OF EACH BLDG. - u--------- -------------------- = -------------------------------------------�1 -- - ------- ------ SHALL HAVE CLOSETS. d. N 12 D4 EAVES ARE 18" UNO 20 BUILDING IS SYMMETRICAL 20 RAKES ARE 12" UNO D3 I ABOUT THIS LINE D3 SLOPE IS 6:12 6-Flex Buildings ATTIC VENTILATION CALCULATIONS � Attic Venting Required Birdblock Vented Low Roof Ridge Actual Venting Provided 6 = PLEX 6ROOF PLAN ._ Upper 1 4"=1'-0" Area Area(sf) Ratio Vent(sq. in.) Vent(LF) Soffit(SF) Jacks Jacks Vent(LF) Lower pp Total � �+ A 904 1/ 300 434 18 32 4 20 432 240 672 B2 1150 1/ 300 552 38 2 53 191 636 827 ® W Area 1 144 1/ 300 69 24 3 58 150 208 L E N C EEN ® �� 0 � (j) > �. ® o E a ROOF LEGEND .� a 0 0 Lot C, RJ ROOF JACK 50 SQ.IN. NET FREE AREA t� 6: 12 SLOPE INDICATOR E ------ BUILDING OUTLINE � i m 0 ®�os.ae EA VE VENTING 2.4 SQ.IN./LF. NET FREE AREA 40 • • • • • • • RIDGE VENTING 12 SQ.IN./LF. NET FREE AREA ■ 1 —••—••—••— UNIT SEPARATION AT ATTIC GUTTER (DOUBLE LINE) ■ DOWNSPOUT LOCATION M VENTED VINYL SOFFIT 5.9 SQ.IN./LF. NET FREE AREA 0 X W J d Job No.: 12-04 s Sheet No.: Q C Sheet Order: A B U F R E S ® N r 3Y � � fifi ; s F21 A B A11 A11 1 B TO LE AUG � KIRKLAND, WA 5558 O� 0 IF 0 0 0 0 3 D5 A 01 0 N V W Z Q _ " U W ` BUILDING IS SYMMETRICAL REAR ELEVATION EXCEPT FOR UTILITY CLOSETS. O OWNER SHALL DETERMINE 1/8c*4 CN WHICH SIDE OF EACH BLDG. SHALL HAVE CLOSETS. � a N p � M Z N r _o N a � a Ln p 18 D4 — ■® N r 16 a 1 W p D4 D4 ■® 'v NVI N TOP OFp_000- ! / PLATE "N 06 13 1 0 D4 D1 ■ ■ ■ ■ \ N N 12 0o II 8 �j Y D4 D1 MASTER BATH _ MASTER BEDROOM 2ND FLR. _ U. / 1 - - �, CV h- a I I 11 14 3 3 o I I D3 D1 D5 D4 i m ❑❑ ❑❑ , W i 2 � o ❑ ❑ o 0 W I MASTER BATH MASTER BEDROOM-- I I ❑ --. _ 1ST FLR. � / o 11 1"1 it p SECTION A 1 SIDE ELEVATION 5 `� „_ ,_ „ D2 "=l..—O" SIDE ELEVATION 1/8 —1 0 1/8WITHOUT UTILITY CLOSETS 1/8"=1'-0" WITH UTILITY CLOSETS A11 A11 5/4x4 TRIM N COMPOSITION CL Q) 0 c 'E SHINGLE ROOFING PREFABRICATED 0 VINYL WINDOW Q) � 20 GUARDRAIL0) 20 x8 FASCIA � D4 2 IA W i � 20 D4 HARDIPLANK LAP SIDING D4 ♦ 1 ® o 60 TOP OF 16 5/4x4 CORNER TRIM 'a U Lm PLATE D5 _ D411111111111111lTOP OF_ u 13 ( PLATE N N °' 3 UNIT B2 UNIT A 2x8 0 D 4 15 �O � �+ 2x10 BELLY .� U) 2ND FLR. ♦ BEDROOM BATH ♦ DINING D3 BAND 2ND FLR. '® -- - / - V --- --- -- - - 2 � 14 16 ---------- r 00 UNIT B1 D4 4 ❑ 00 00 00 ❑ ❑ 00 00 00 ❑ - i O r� - -- - 00 UNIT 61 GARAGE � BEDROOM � BATH/- UNIT ❑ ❑ ❑ ❑ _-__ _____ IST FLR.- - 1 ST FLR. i 1 — 10 i Q 2 FRONT ELEVATION SECTION B 1/8"=1'—°" J d - 1/8"=1'-0" Job No.: 12-04 Q Sheet No.: Al 1Q o Sheet Order: A B U F R E S D N i I )-------------- -----------------------C--(; W2136 W3018 W3936 F F W2436 W3630 O ' ul O I r-- ' -- -——\ ——----T I j `----- GWB O P E N — MICROWAVE W/ A EXHAUST FAN77 I ` -------� B I I 12" TOP AT +45)) COUNTER & C GWB GWB REF I O j 4 SPLASH I . REF I 4 I I �[ t Q O DW r � ss � _ TM. I ! I - -- -- -- �, -- DW -------------------------------------------------- -----------------------------------------------------� �► 1�n B21 B27 B12 F BS36 DBI 8 B18 G Al KITCHEN PLAN A KITCHEN B KITCHEN C KITCHEN I B TO LE AUG KIRKLAND, WA 5558--------------------------- ------------------------ I r--------------i I W2136 W3018 W2136 F W3630 I L I I I --------------1 30x48 CLEAR YYY�✓✓� - C ! FLOOR SPACE __ O P E N O P E N o —�— ; ; ; B q ; ; AT STOVE —_ — —— O MICROWAVE W/ ' MIRROR i i 1 30x48 CLEAR I o a- - — EXHAUST FAN COUNTER & N TP 4-6 x 3-0 „ , FLOOR SPACE, 4 SPLASH AT SINK i i i ' I I O �--------------� L--------------, ; 12 TOP • COUNTER & __ _ " - --, GWB REF AT +45" w A 0 4" SPLASH g I , - ----------------- I Z 00 , ---------i----- i Q O ----- DW I I I a \ 1 „ • �,M _- I •Em RANGE 24 TB I I L ------ I , I ---- ---- - DW -------- �, O ---------------- ----- ---- C14 N C . IL DB12 B30 D812 24" LINEN B21 B21 B9 BS36 DB12 B36 M 30x48 CLEAR FLOOR 30x48 CLEAR SPACE AT DISHWASHER FLOOR SPACE Q z BATH PLAN A BATH KITCHEN PLAN AT REFRIGERATOR A KITCHEN B KITCHEN C KITCHEN MC N UNIT A INTERIOR ELEVATIONS -- 3/8„_1,_0„ TOWEL I Lh N RING o 0I I s a I N r I . M , I � p > 08 TOWEL o I � N RING---\ r-------------LJ-- I ui n LIGHT BAR - - - - - ' LIGHT BAR -- - - m LL L r- --------� 24” TB I MIRROR ■® o ------------ -----------------------;24" TB I MIRROR I 5-6 x 3-0 L ----+-------------------- I 4-O x 3-o SURFACE MOUNTED TP 48x56 CLEAR ; ; ;; 0 FLOOR SPACE I II I , I I 30x48 CLEAR II AT TOILET I I H I _ _ COUNTER & I I FLOOR SPACE 11 „ I I ►I I COUNTER & —I 4 SPLASH - 1 A AT VANITY II li i i i i I g 4" SPLASH � ' ' ado TP " 30x60 CLEAR I a 0 I FLOOR SPACE00 AT TUB. M I ; o I I ' ' I `° - - - - - - - - - - - - -— - - - - - - PROVIDE BLOCKING VBD12 VC36 36" B30 D812 B30 F FOR GRAB BARS BATH PLAN A BATH MASTER BATH PLAN A MASTER BATH U I 1 INTERIOR ELEVATIONS 3/8„_1,-0„ L CL 4) ------------- ------------- 0 4> > o. ® o E W3630 W3636 W2136 F F W3936 W3018 W2436 W2436 � � I I I \0 < Jc I � p ��--�� _ _ 0 P E N OPEN - + .® I r , GWB A+ MICROWAVE W/ — — C a EXHAUST FAN _____ ® E jY B ; 12" TOP AT +45" r � co I TECH COUNTER & I I Q ' 4 SPLASH GW8 GWB V j ; I REF PORT GWB I ; DW ; El® ® ® ® ® ® i i N = REF I I I ■ O I M \ , \ - RANGE _ �\_ o O ____-- �, -- -- DW -- - • I I > - - - - - - - - - - -- I I Of DB15 830 F F B27 B24 F BS33 F B15 Ld Ld KITCHEN KITCHEN C KITCHEN D KITCHEN z KITCHEN PLAN A B 12-04 Job No.. Q U N I T mis"2 INTERIOR ELEVATIONS Sheet No.: Q 3/8 0 Sheet Order: A B U F R E S D Al 7 i MC o I I DA I s 24 TB o t } -,W-WS0 r--i IE m, - - IGHT BAR LIGHT BARTP 24" MIRROR R ( MIRROR 6-0 x 3-0 4-0x3-0 24" TB ' COUNTER & COUNTER & 1 TO LE AUG I 4" SPLASH A 0 " 4" SPLASH ' , 00 00" Q KIRKLAND, WA 5558 O LLV=i N MC ' ' , O # N I --- --- --- --- `r��i Ll Lj VBD12 VC36 833 DB18 B33 F BATH PLAN A BATH MASTER BATH PLAN A BATH 0 o UNIT INTERIOR ELEVATIONS (CONT. 3/8„_1,_G„ w O z Q � s U � w 'g O N ev � a � M � a. 0 c-.e a Z N V- 04 N /A �n■ H� a p 0 N a O p r eV N LuLL■ m 0C3 ■® p O . cn d' P ■ 0 W 'n L E U 0 = ■® ®�+ 0 W 4> > i CL p 0 E . 0 m in V Ep0) ja W lot o 0 ■ ■ ■ U) a 1— z O_ L w LL-1 O FY w Job No.: 12-04 Q Sheet No.: r Q o Sheet Order: A B U F R E S D Al 8 FUTURE GRAB BARS r PROVIDE BLOCKING I I FOR GRAB BARS I I i O B A C I I Mkoi }-30x48 CLEAR FLOOR SPACE ' L — — — — — — — — - - ALLOWING PARALLEL APPROACH r ,nt0 Notes re g g p ardin o erable items in accessible units. TUB/SHOWER PLAN 'IN OTA - 1. 1110.3 Operating controls. Lighting controls, electrical receptacle, plumbing fixtures, environmental controls and user CURTAIN ROD controls for security or intercom systems shall comply with this section C� Exceptions: 1-CURTAIN ROD I BTO LE AUG � 1. Receptacle outlets serving a dedicated use. 4" MAX. PROVIDE HAND HELD d FROM FRONT SHOWER SPRAY ON .�. KIRKLAND, WA 2. Appliance-mounted controls or switches. EDGE of TUB 60 LONG FLEXIBLE ,� 5558 0 3. A single receptacle located above a portion of countertop HOSE PER SECTION 1109.10.9.4 uninterrupted by a sink or appliance need not be 2x10 BLOCKING Q FUTURE VERT. THIS BAR MUST accessible provided: GRAB BAR I NOT OBSTRUCT z FUTURE 24" I I - 2x10 BLOCKING 18„ Mi AB BARS IMUM GRAB BAR USE � GR R (3.1) At least one receptacle complying with this section isI I FUTURE 24” GRAB BAR 00 1 2pp 24 2x10 BLOCKING FUTURE 12" provided for the portion of countertop; and _ L- -0 2x10 BLOCKING _— o - --- - - -_ - o---- _ GRAB BAR 00 � 3.2 All other receptacles provided for the portion of cp ( ) p p p o __________ III countertop comply with this section. o BATHTUB CONTROLS 0 0 z F- MUST BE WITHIN THIS AREA PER SECTION 4. Floor electrical receptacles. U-) I 1109.10.9.4 -----1 ----------J ------ EQ. EQ. °G N A SIDE B FRONT C SIDE L Parts of the Code referred to above. TUB/SHOWER COMBOC14 4 Reach Ranges o 3/8 =1 -0 1109.2.3.5 Forward Reach o Where a forward reach is unobstructed, the high forward reach Z shall be 48" maximum and the low forward reach shall be 15" minimum above the floor or ground. Where a high forward reach is over an obstruction, the clear N o floor space shall extend beneath the element for a distance N not less than the required reach depth over the obstruction. y a to The high forward reach shall be 48" maximum where the reach depth is 20" maximum. Where the reach depth exceeds 20", the high forward reach shall be 44" maximum and the reach 0 depth shall be 25" maximum. ■® r N 1109.2.3.6 Side Reach ' cz Where a clear floor space allows a parallel approach to by a FUTURE GRAB BAR N person in a wheelchair, the maximum high side reach allowed _ _ _ _ - __ - - _ - -_ PROVIDE BLOCKING D shall not be higher than 54 inches. Obstructions no grater than -------- ---- FOR GRAB BARS 34 inches high and no more than 24 inches deep may beLU I located in the side reach areap rovided that when such I I I obstructions are present the side reach shall not be higher I I than 46 inches. The minimum low side reach shall not beLL I to lower than 9 inches. i i I i v Q 1109.3 Controls and Hardware A 48x56 CLEAR FLOOR SPACE1I ■® o �■■ AT WATER CLOSET 1109.3.2 Operation. Operable parts shall be operable with I I �—30x48 CLEAR FLOOR SPACE one hand and shall not require tight grasping, pinching, or L — — — — — — J ALLOWING PARALLEL APPROACH I I twisting of the wrist. The force required to activate operable t (CENTERED ON SINK) L parts shall be 5 pounds maximum. VANITY PLAN - y P 1109.3.3 Mounting Heights. the highest operable part of environmental and other controls, dispensers, electrical and communication system receptacles on walls and other operable equipment shall be within at least one of the reach INTERIOR ELEVATION NOTES rangers specififed in Section 1109.2, and not less than 36 MIRROR THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES inches above the floor. 2x10 SOLID 2x10 SOLID AND TOILETS SHALL NOT BE GREATER THAN OFINISHED END PANEL W 10» BLOCKING BLOCKING 5 POUNDS. �z 3 DINE TOP OF COUNTER TO SUPPORT COUNTER 24" 12" 54" MIN. STRUCTURAL BACKING FOR GRAB BARS SHALL BE INSTALLED I OR RIM OF SINK ■® OR INSTALL BRACE NET WITHIN CABINET - FUTURE 12" FUTURE IN ALL GROUND FLOOR BATHROOMS. N WHICHEVER IS 42" GRAB BAR GRAB BARS DO NOT NEED TO BE INSTALLED BUT IF UNIT � ~Z I HIGHER CANNOT INTERFERE ' 36" GRAB BAR MAX. � N � m a W/ CABINET REMOVAL r ___ _ __ __ ___ ____ IS OCCUPIED BY A TENANT WHO REQUESTS GRAB BARS, o I o o I THEY SHALL BE INSTALLED. GRAB BARS SHALL CONFORM / � _ I J TO THE RAL REQUIREMENTS OF OSSC o � 9-- SECTION 110910. _ ' z CABINET L ®�o °' CABINET53 QBOX p� 'qF O L1_ a- Z o - \ V O i 1 Q I / W iii sk ® o E FIN. END RAISED " TOE KICK PROVIDE 15" MIN 18" FINISHED PANEL 30" MIN. = FLUSH WALL U CONTROL MAKE SINK CABINET REMOVABLE WITHOUT NEED THIS SIDE E FOR REMOVING OR REPLACING SINK. EXTEND FLOOR COVERING BENEATH CABINET. 4- M o E A FRONT FRONT SIDE '' co Q v REQUIRED ONLY AT SINGLE BATHROOM DESIGNED TO PROVIDE ACCESSIBLE FIXTURES (SEE UNIT PLAN & INTERIOR ELEVATIONS) �■ M Z o 3VANITY SINK2 WATER CLOSET w 3/8„=1, __j _O” 3/8„=1,_O» w 0 w Job No.: 12-04 Q Sheet No.: A19Q o Sheet Order: A B U F R E S D N i 2x4 BLOCK BEHIND 4 TUB NAILING FLANGE NOTE: SHEAR DIAPHRAGM SIDING OVER BUILDING The purpose of this detail is to indicate types of locations MAY OCCUR ON EITHER FELT AND SHEATHING. SEE NO SIDING AND FELT D1 ATTIC of wall, ceiling and floor penetrations that need to be SIDE OF THE WALL OR 5/8" GWB 9/D7 FOR FELT .INSTALLATION AT UTILITY SPACES FIRECAULK GAP fire-resistance rated in accordance with 8317.3 of the 2010ON BOTH SIDES. 5/8 GWB OVER SHEAR PANELS ` INSTALL 5 8" TYPE 'X' GWB OSSC. The thick lines in the detail indicate a penetration by ____________________________________ _________ __________________________________________ 1 / BOTH SIDES WHERE INDICATED BEHIND TUB. a pipe, conduit, vent, etc., whether plastic (combustible) or FOR SHEARWALL I 4 EXTERIOR ' EXTERIOR non-combustible. INSTALL 1 LAYER 3/4" WALL I WALL AT In general these penetrations (or the annular space around .7 2 2 OSB UNDER TUB IN PLACE UL WL1052 DECKS them) would compromise the integrity of the fire-rated sit OF GYPCRETE 1 HR assemblyunless it were closed off and protected during a I 1 WOOD .2 TH MA INS TI _ fire. Partywalls between units are fire-rated walls. Except SPECSEAL SERIES FLOOR for first floor bearingwalls walls within units are not rated Mi 11 0 t 100 SEALANT. 1/4 wills (even though they may have rated wallboard) and ' CROWN, ANNULUS TYPICAL therefore penetration of the wallboard need not be " PENETRATION pe El b d 1/4 TO 1/8 protected. However, penetration of the top and bottom 4 4 INDICATION a DROP EXTERIOR plates of non-rated walls into the rated floor assembly /► I PARTY CEILING WALLS needs to be fire-resistance rated. ...2 2 2 2 2 �r METALLIC WALL The Contractor shall determine the fire-resistance rating for 2x STUDS AT 16 O.C. PIPE each situation, and tested assemblies shall be submitted to TAPE & PAINT GWB TYP. 5/s" GWB OVER 2x6 STUDS AT � � �� # the Architect and the City in accordance with the 16 0.C. . " " ' NON—RATED WALL Deferred Submittals section on the Cover Sheet. NON-RATED WALL INTERIOR BEARING WALLS ON THE FIRSTBUT ACCORDING TO �o ,o ,o ,o ,o ;NM PENETRATIONS INTO FLOOR OF 6-PLEX BUILDINGS BUT ACCORDING TO NOTE: SLAB ON GRADE BE. INTERIOR ARE REQUIRED TO BE 30 TABLES 721.6 THE GWB VAPOR BARRIER REQUIRED SEE INSULATION TABLES 721.6, THE 11 14 NEED NOT BE PROTECTED. WALL _ INTERIOR GWB, STUDS AND NON BEARING MINUTE RATED. PENETRATION AND STUDS PROVIDE 50 NOTES ON SHEET D5. PVA WALL PRIMER MAY INSULATION PROVIDE 65 D1 D1 WALL OF RATED WALLS MUST BE MINUTES OF PROTECTION BE USED AS VAPOR BARRIER. PROTECTED. SEE 13 D1 FROM EACH SIDE. MINUTES OF PROTECTION 9VI BTO LE AUG / FROM THE INTERIOR. PENETRATION L CATIONS FOR FIRESTOPPING IN STACKED FLATS TYPICAL INTERIOR WALL EXTERIOR WALL KIRKLAN8 WA TUB DETAILO � 55585 n1713 � " - '- SECTION NO SCALE SECTION 3" = 1'-0" PLAN 3" = 1'-0" PLAN 1 _ 1 0 SEc o 1" 'GYPGRETE 2000' OVER 1 HOUR FIRE BARRIER 1 HR. UL L514 SYSTEM 13 3/4 PLYWOOD SUBFLOOR OVER SIDING OVER BUILDING 2x10 AT 16 O.C. FELT AND SHEATHING. ACCORDING TO TABLES 721.6, N Finish Flooring - Floor Topping Mixture* - 3 to 7 gal. of water mixed with 80 lbs. THE GWB, INSULATION AND of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be SEE 9/D7 FOR FELT s with 2 in thick plywood sub-flooring .y :R:. r.'r.. INSTALLATION UNIT STUDS PROVIDE MORE THAN THE Thickness t be 3/4 min when used w 19/3 h 1000 psi min. hickn o py REQUIRED 60 MINUTES OF AXYor 1 in. min when used with 15/32 in thick plywood sub-flooring. 2 PROTECTION. Maxxon Corp.-Type D C, GC, GC2000, L-R or T-F. STUDS ® FOR PENETRATIONS, SEE 13/D1 0 Vapor Barrier - (Optional) Commercial asphalt saturated felt 0.030 in. thick. 16" OC Sub-flooring - 15/32 or 19/32 in thick plywood min grade 'C-D' Exposure 1 or 'C-D' with exterior glue conforming with PS 1-83 specifications. Face grain of plywood 2 2 to be perpendicular to joists with joints staggered. 4. Cross Bridging - 1 by 4 in. 10 Note: When the floor is constructed using the alternate floor systems described above, _____________________________ 1 by 3 in. cross bridging may be used. ` R11 BATT T 5. Wood Joists - 2 by 10 in. spaced 16 in. OC, firestopped. FIRE 6. Furring Channels-Resilient - Formed of 25 MSG galv steel, spaced 24 in. OC INSULATION IN U ATI BARRIER 5/8" TYPE 'X' GWB 5 " to joists. Channels overlapped at splices 4 in. and fastened to each / GWB OVER 2x _ perpendicular OVER 1/2 RESILIENT s „ joist with 1 1/4 in. long furring channel screw. �► STUDS AT 16 0.C. 7. Wallboard, Gypsum* - 1/2 or 5/8 in. thick, 4 ft wide, installed with long dimension CHANNELS AT 24 OC perpendicular to furring channels and the side edges of the board located between joists. NON-RATED WALL a Fastened to furring channels with 1 in. long wallboard screws spaced 12 in. OC. BUT ACCORDING TO End joints of wallboard (or lath) similarly fastened to additional pieces of furring TABLES 721.6 THE Vs" TYPE 'X' GWB channel to extend a min of 3 in. beyond ends of butt joint. Screw located 3/4 in min INTERIOR GWB AND STUDS EACH SIDE Z �, distance from sides and 1/2 in. min from ends of wallboard (or lath) sheets. PROVIDE 50 MINUTES OF GARAGE SHEAR DIAPHRAGM, WHERE 8. Screw, Furring Channel - Case-hardened steel, 1 1/4 in. long, 0.150 in. diam shank, PROTECTION FROM THE OCCURS, SHALL BE PLACED diamond point, Phillips-type head. SOUND 60 STC TL 81-16 INTERIOR. BETWEEN STUDS AND GWB 9. Screw, Wallboard - Case-hardened steel, 1 in. long, 0.150 in. diam shank, self-drilling 55 IIC IN 81-1 CUSHIONED VINYL and set ystemg, Phillips-type head. GARAGE T® UNIT WALL N 10. Joint System - For Wallboard or Lath, Paper tape embedded in Cementitious compound N I N S U LAT E D EXTERIOR WALL - - T' over joints, and exposed screw heads covered with compound, with edges of compound 6 2 N feathered out. _ U; 3" = 1'-0" PLAN 3" — 1'-0" PLAN a 0 14' TYPICAL FLOOR - 1HR. HORIZONTAL FIRE BARRIER 1 1/2" = 1'—o" SECTION N r ' ,. Aq 3/4" PLYWOOD SUB o ' 2x2 NAILING N AND FINISH FLOOR STRIP 26 GA LINE JO ST BAY WITH 5/8" UNIT B1 DUCT TYPE 'X GWB FLOOR FRAMING 4 KITCHEN AT 16" OC D1 4) FAN HOUSING STUDS ® 2 ------------------------- -- ------ ---- r 2. .2:. 16„ OC D1 13 3 A/\ 1 r a a ALL INSTALLED ITEMS WHICH 14 10 FIRE 4 4 2 0 PENETRATE THIS GWB SHALL D1 - -.----,-,.-_- -.- -:•--.- -r-----.. BARRIER 1 FIRE BE FIRESTOPPED. 2 2 I A BARRIER _ 811 BATT A/\ 1 77 5/8" TYPE 'X' GWB INSULATION 4 4 s OVER 1/2" RESILIENT z 2 CHANNELS AT 24" OC s/s X GWB W GARAGE EACH SIDE � DUCT ONE LAYER Vs" TYPE 'X' GWB a . DOUBLE 2x4 WALL ON SEPARATE 1 HI, GA File No. FCU20 PLATES WITH STUDS AT 16 OC WALL SH TYPE 'X' GWB OVER > WALL SHEATHING 5/8' type X gypsum wallboard or veneer base applied at right angles to PROVIDE VERTICAL 10 : 10 2 x 10 wood joists 16' o.c. with 6d coated nails 1 7/8' long 0.0915' shank, AND HORIZONTAL ' ----------- ----------------- 1/4" heads, 6" o.c. Joists supporting 1" nominal wood sub and finish floor, FIREBLOCKING AT or 19/32' plywood finished floor with long edges T & G and 15/32" interior 2 10 -0 MAX. OC. LINE JOIST BAY WITH plywood with exterior glue subfloor perpendicular to joists with joints staggered. WALL TYPE CHANGE FIBERGLASS INSUL. 5/8" TYPE 'X' GWB 7 FIRMLY ATTACHED. 1 1/2 = 1'-0" PLAN 15 DUCT PENETRATIONS FLOOR BELOW TUB 3Y2" ACOUSTICAL 11 INSULATION EA. SIDE 00 2 1 1/2 = if-oft SECTION 1 1/2 = 1 -o SECTION USE THERMAL BATTS WALL SHEATHING AT GARAGE. EXTERIOR WALL 4 p INSULATION ' 0 14 RECESSED �a GWB NOTE: CONTINUE WALL 0 E YDI CAN LIGHT ROOF SHEATHING TO THE TRUSSES NEAREST CORNER. ONE LAYER �s" TYPE 'X' .GWB .6 ' :<•%: r. 2 3/4" FLOOR SHEATHING OR... 5/s" TYPE 'X' GWB OVER .fid L• WATERPROOF DECK WALL SHEATHING E 2 2 s . .... ... .......: - COVERING OVER 3/4" EXT. GRADE PLYWOOD _ s � SOUND TESTS 50 STC REQUIRED lot �■ .F.r ATTIC 2 s 2 2 TEST NO. STC RATING `�' INSULATION NBC-W13c 54 tX 2 4 2 CL NRC-TL-93-265 55 ,a (� 2 2 OCF448 56 Q `� V 10 :� .` 10 _ P.T. FRAMING AS 1 7)12" 1-Hour GA File No. WP 3370 INDICATED 10 10 LINE JOIST BAY WITH 5/8" :.:.. .... . . .:.. ,.:........... .•. .. .:: ...,;:.....,: . .:.:,....... : .... . ;......:.:........ ..:.. :: One layer 5/8" Type X gypsum wallboard applied parallel or at right angles to TYPE 'X' GWB -Ys" GWB each side of double row of 2x4 wood studs 16" o.c. on separate plates 1" » apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. M HARDIE SOFFIT 8 -1 PLATE HGT. LEDGER PROVIDE VENTED SOFFIT Insulation is added for sound attenuation and is allowed by the Fire Resistance g AT BOTH ENDS OF JOIST SPAN AS AN ALTERNATIVE TO BOXING IN THE RECESSED LIGHT FIXTURE Design Manual, General Explanatory Notes, item 10. A "JURISDICTION APPROVED" RATED FIXTURE CAN BE USED. A 1-Hour Fire Partition ENTRY PLANT SHELF TYP. PARTY WALLEXTERIOR FLOOR LIGHTING PENETRATIONS /� o Job No.: 12-04 `�' 16 12 0 a 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0» SECTION 1 1/2" = 1'—o" SECTION 3" = 1'-0" PLAN Sheet No.: 0 C Sheet Order: A B U F R E S i DIM. PT. X_11,_SIDING PER ELEV. PT PLATE & 1 ANCHOR BOLT W.R.B. SEE 9/D7 FOR RADON MITIGATION NOTES 1 ; PER STRUC. I INSTALLATION INSTRUCTIONS I R-15 RIGID INSULATION D1 SILL SEALER FIBER CEMENT SIDING. SEE The following construction techniques are intended to resist radon entry and =N MIN. DRIP l ELEVATIONS FOR TYPE , SIDING OVER WOOD SLAB-ON-GRADE \ 1 prepare the building for post-construction radon mitigation. See OSSC 2010 4 2 s EDGE II Special Amendment Section 1812 Radon Mitigation R-2 and R-3. Di SHEATHING I SLOPE GRADE z 2 6 CONC. SLAB MW 7 •� I ° Q AWAY FROM II WRAP W.R.B. 12 BEYOND Subfloor Preparation: I P.T. PLATE I. M I ` _ CORNER EACH WAY • A layer of gas-permeable material shall be laced under all concrete 0p ' 2 2 2 I Y g p p 24 GAUGE PPM i BUILDING I slabs. The gas permeable layer shall consist of one of the following. I FLASHING 1. A uniform layer of clean aggregate, a minimum of 4 inches ;=2 4 z 4 I I I _ k 11 d Q a ENTRY SLAB ENTRY SLAB K. thick. The aggregate shall consist of material that will pass d a d 2 4 I III—I I III 3 d I I III- -I -I I - I I-III I II through a 2 inch sieve and be retained by a Ya inch sieve. ° ° WE II 1=1 I I, I I I III III- I 1=1 I I a •j 4" PERFORA TED I • Soil-gas-retarder. A minimum 6-mil polyethylene or equivalent flexible FTG. DRAIN & FILTER� T t sheeting material shall be laced on to of the gas-permeable layer _ _ Q _ _ _ ° p WIRE MESH -� -III Iii- FU � �I�� ; 6 6 6 g p P g p Y - - - - - 4 MATERIAL AS REQ D � ' prior to casting the slab to serve as a soil-gas-retarder by bridging I II II I I-1 I I Ill III- a d _I I I� I I I I I II I I - — — — d a — _ _ - GRAVEL •I BY SOILS REPORT �E � 6 III I I-I I-III00 _ III I I-III - — — _ _— — —� --------�-------_------------ any cracks that develop in the slab and to prevent concrete from -' I-1 I I I I 1=1 I I_______=III- _ _ _ _ _ _ — - a I �-1 - 6 6 MIL. VAPOR a ° 5/4x4 EXTERIOR TRIM entering the void spaces in theaggregate base materials. D2 ''-I I-III-III-I I1=1I I-III-III-III-III-III-I I1=' -III—III—III III—III—III- I a / g p ' , I I1=1II-III-III-III-I_II-I_I1=1II-III-II1=11 D2 BARRIER 5/4x6 @ PANEL SIDING 1. The sheeting shall cover the entire floor area with separate 6 MIL. VAPOR 11=III-III-III-III-III-III- I,;III-III-111 a FIBER CEMENT SIDING. BARRIER ��I- � -I��- I� � ��- FIRM BEARING ° I COMPACTED FILL „ sections of sheeting lapped at least 12 inches. d O ,�j• SEE ELEVATIONS 1 rr I f 4 2. The sheeting shall fit closely around any pipe, wire or other d O FOR TYPE FREE DRAIN Q SEE S SHEETS FOR penetrations of the material. All unctures or tears In the 8„ SEE STRUCTURAL • ° d � ,� punctures MATERIAL STRUCTURAL INFORMATION FOR FOOTING SIZE � material shall be sealed or covered with additional sheeting. 1 BTO LE AUG SEALANT AND REBAR 4 ° EntryRoutes: KIRKLAND, WA • Floor Openings around bathtubs showers water closets pipes, wires or t� TYPICAL CORNER pp ,� 5558 � other objects that penetrate concrete slabs or other floor assemblies TYP* PARTY WALL AT FDN. WALL AT 6-PLEX ENTRY TYP. EXTERIOR WALL FOOTINGshall be filled with a polyurethane caulk or equivalent sealant applied in5 1 �e17 � » _ accordance with the manufacturer's recommendations. » – SECTION 1 1 2" = 1'–o" SECTION 1 1 2" = 1'—o" SECTION 3 1 0 PLAN 1 - 1 o • All control joints isolation joints construction joints and an other joints J J 1 Y 1 in concrete slabs or between slabs and foundation walls shall be sealed DIM. PT. > with a caulk or sealant. Gaps and joints shall be filled with poluyurethane - caulk or other elastomeric sealant. s (basement s SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD) Passive Subslab Depressurization System ba ement or lab on rade) 2 :2. 2. p Y g 6 3 DIA. PIPE • Subslab soil exhaust system ducts (SSESD) shall run continuous from below MATERIAL AS APPROVED PER OSSC 1812.3.7.2 D1 the soil-gas-retarder to the termination point. GARAGE • 5 SSESD's shall consist of one three or four inch diameter solid pipe or multiple � EXTERIOR e Di AIR TIGHT SEAL AT ALL PIPE JOINTS i es providing the same cross-sectionalar a. INTERIOR INTERIOR o pp p g 5 N • - - W A11 annular openings s between the SSESD and floor slabs or soil as retarders CONCRETE - Di P g g '> SLOPE GRADE AIR-TIGHT SEAL AT ANNULAR OPENING � Z � �.- 6 6 6 shall be sealed airtight. CONC. SLAB GARAGE SLAB Q •� AWAY FROM POLYURETHANE SEALANT al • One SSESD shall be installed for every 2,000 square feet or portion thereof of d BUILDING CIO d 2 6 P------------=—=--==l------------ building subslab or crawl space area served. Subslab areas isolated by subslab SOIL-GAS-RETARDER la walls shall be provided with separate SSESD's. 6 MIL. POLYETHYLENE a CONCRETE � • Grade. SSESD's shall not be trapped and shall have a minimum sloe of 1% slope. d Q z 4 a SLAB-ON-GRADE FILM, LAPPED 12" AND pp p p d III III III III III—III II I d ° FITTED TIGHT AROUND • Subslab aperture. SSESD's shall be embedded vertically into the sub-slab d E R 11 ° I I 1 I SEALANT ._ N 11 Q ANY PENETRATING ITEMS. Q e Iaggregatea - or other ermeable material riot to casting a slab. A T fittin or a Q � p p g g a a a -IIII ( II •1 I 2x2 INSIDE CORNER TRIM _ equivalent method shall be used to ensure that the SSESD opening remains a a I II _ d - - - Q - - - GAS-PERMEABLE MATERIAL _ _ � I-1 I-1 I-1 I I � � SEALANT within the gas permeable material. _ _ _ _ d _ _ „ p _ I1=1I I-I I-I I= a d I it I1-1I I,i I I1=1I UNIFORM LAYER OF CLEAN COMPACTED FILL •I a 4 FTG. DRAIN z CN I— —_ Termination. SSESD's shall extend through the roof and terminate at least 6 II FIBER CEMENT SIDING. SEE6 - - - - - - - - - - - - - - - AGGREGATE SERVING AS -1 11=I I=1 11=I -I= __ a ._ ELEVATIONS FOR TYPE inches above the roof and at least 10 feet from an operable openings or D2 -1 = _ _ _ _ _ _ _ _ - I = _ _ _ _ _ _ _ _ _ = I o0 0 Y pI I I I I_I I I_I I I III III III III-III III I 11_1 I I_. _III-III-I I I_I I I_I I I_I I_I I I_I I I_I I I_I I_I I I_I I I Q I IW.R.B. air intake. - I I-1 I I-1 11=1 11=1 11=1 11=1 I I-I I-1 11=1 11=I I II III III=i I I-1 I I-1 I I-1 11=1 I I I I 1=1 I'="'="' a - - - - - - - -RADON EE 9 D 7 FOR - - - - - - - - - - - - - - - - - S I I_ _ I 6 MIL. VAPOR _III-III_ I I I I_I I I_I I I_I I I I I I_I I I-III_ I I_I I I_I I I-III I I I I III I III_ • Identification. All exposed and visible interior SSESD's shalt be permanently I I I IEE I I_I I I_I I I_I I I_I I � o INSTALLATION INSTRUCTIONS I- - - d p p Y BARRIER FIRM BEARING -I -I I I-III-III-III-III-I I SHEATHING identified with at least one label on each floor and in accessible attics. the ';III=III=III=III=III=III =_ » » FREE-DRAIN ►=III-III-III=III-III-III- - _ _ - T FITTING SEE S SHEETS FOR -I -I I-I I — - label shall be b means of a to stencil or other approved marking which I �_ Y g. pp g II- SEE STRUCTURAL • . �, a MATERIAL ENSURES SSESD REMAINS I STRUCTURAL INFORMATION FOR FOOTING SIZE states, Radon Reduction System SUFFICIENTLY ANCHORED AND REBAR a -•a SUBSLAB SOIL EXHAUST SYSTEM DUCT � N � P TYPICAL INSIDE CORNER INTERIOR WALL FOOTING DETAIL AT SLAB TYP. EXT. GARAGE WALL FTG. � N 10 a 18 0Ul) " _ '— " ” — '— " SECTION 1" = 1'-0" SECTION 1 1 2" = 1'–o" SECTION 3 1 0 PLAN 1 - 1 0 / THRESHOLD SHALL NOT EXCEED 1/4" IN HEIGHT. C4 (All v r N GARAGE UNIT F.O.S. I ■® » 0 UNI T 1 MIN. 0 EXCEPT AT Bi 2 FLASHING ON EXTERIOR I 3%2" CONCRETE SLAB EACH SIDE OF I I D1 DOOR THRESHOLD FINISH FLOOR OR _ _ _ ACCESS AMP UP _ _ R OR GARAGE I I Of THE DOOR AT I 2x4 P.T. SLEEPER FOR Q' CONC. SLAB FLUSH CONDITION I I �. ATTACHMENT d „ d 8 CLEARANCE OVER GRAVEL RIGID SILL PAN - SEE DETAIL j I RIGID d TO GRADE 3 U_ ,N INSULATION 5 ON D7, ALL I INSULATION a Q 2 6 EXTERIOR DOORS I o SLOPE ° WELDED ° WELDED C, Q WIRE MESH Q WIRE MESH I_ I- II -111 I-111_111_1 I I d . ° GRAVEL = = GRAVEL -III-III- 1-III=III THICKENED SLAB - - THICKEN SLAB TO 6 MIL. VAPOR =III= 6 MIL. VAPOR - a AT FLUSH PATIOS � i 1=1 i=i 1=i 1=1I CONC. ENTRY SLAB* m I Q I1-1I I-111-111-1I I A MINUMUM OF 2 W - - - - BARRIER - - BARRIER AND ENTRIES �, d II-III-1I 111_111 - - _ - _ - _III_ _ �_I _ _I_„-II,_ III_ I II... III I I=1I=11=1 I=1I=11=1 I=1I=11=1 I III-111- I I I=1 = _ BELOW GRADE — o - �- -III-, - - - - - - - - - II d II-III II- » III_ I-I I I_I I I_I I I-I I I_I I I I_I I I_I I I. - - - - - 18 BELOW GRADE �^ Q -III-III_III-III 111-111_ D2 - - D2 > FOR POSTS -1I _II II_Ill - COMPACTED Q - - COMPACTED III_III=I I �. SEE STRUCTURAL FILL * ENTRY SLAB IS DROPPED - FILL FOR REBAR AND SIZE AT SIM. CONDITION AS SEE STRUCTURAL INDICATED ON FDN. PLAN FOR REBAR AND SIZE FLUSH D OR DETAIL THICKENED SLAB EDGEWALL AT GARAGEO 73 — '— °' " — '— " SECTION 1 1 2" = 1'–o" SECTION 1 - 1 o SECTION 1 – 1 o / � ® E C CONC. SLAB OVER - DIM. PT. ®U o GRAVEL OVER PAVING � � COMPACTED FILL SLOPE AWAY UNIT GARAGE SLOPE PER FDN. PLAN RIGID INSULATION ® O E O SLAB - SEE Lo FDN PLAN 2 4 2 4. V 6 =1 I=1 ► MIN. — — ._.—._. _.®.®.�._.s.� Q Q — — Q ■® 4 — I — ° c� 0 — — — — I- � ' I—I 11= I— I I I—III—I I II I� I— _-Ed I1 —_1 �, 11 I—I 1 1– C. — —I > WELDED III I I III-1 l a V WIRE MESH I I-� 1=1 I — — GRAVEL -1 I I_1 I i a I — ° O I III- � 6 MIL. VAPOR O (2) #4 CON T. ° d D2 BARRIER I ° M o o COMPACTED FILL ° NON-STRUCTURAL SEE STRUCTURAL FOOTING FOR FOOTING SIZE AND REBAR J Q Job No.: 12-04 GARAGE SLAB AND APRON GARAGE TO UNIT 0 6-PLEX 12 4 I Sheet No.: — 1" = 1'-0" SECTION D2 1 SECTION o Sheet Order: A B U F R E S D N l 1oC 4 D3 D4 SIDING FLASHING AT TOP OF TRIM 01 1 L D3 D3 RAIL B t Mt D3 RAIL SYSTEM 8x8 POST BENEATH PER MANUF. 15 1x TRIM A{ . '----- ------ D3 _ r Std 1%2" z �� W . t 3 , DECK UNIT A N : z MATCH1 t'� � SPACED DECKING xr A PATTERN SIDING + D f6 1 1 BTO LE AUG c-71 10B KIRKLAND, WA SPACED DECKING PATTERN 4 D3 5558 13 D4 1 1/2 = 1 —0 PLAN , \ �' 1 A SEALANT PER DOOR 10B INSTALLATION VINYL SLIDING GLASS DOORD3 INSTRUCTIONS PRE—MANUFACTURED CONTINUOUS SUPPORT SILL PAN — SEE 16/D7 FOR GUARDRAIL SYSTEM DECK @UNIT 132 SIDING BLOCK PER DOOR MFG. INSTALLATION ATTACHMENT PER MANUF. AND TRIM a, REQUIREMENTS SEALANT PER MFR INSTALLATION 14 REQUIREMENTS D1 5/4 TRIM �I 1 x4 TRIM PT DECK ; s PROVIDE DRAINAGE SPACE FRAMING r. f 13 >f )f 3 6 SPACED DECKING SCHEDULE FINISH 2 14 SLOPE D3 — FLOOR I 2 2EDGE OF 5/4 TRIM II DECKING ------ SPACED 1oC DECK I -3 24 GAGE PPM f 18 D3 FLASHING I 2x10 AT EDGE �o I 2x8 JOISTS SEE 17/D3 s TO MATCH FRONT 1 2 s I P.T. BLOCKING �o BEAM DEPTH I G — SEE : 2 s 2X10 DECK LED ER CN 6 STRUCTURAL FOR ATTACHMENT RAILING ATTACHMENT B I D1BLOCKING PER MANUF. a .� SIDING SYSTEMS 12 D4 TYP. cz WEATHER RESISTANT BARRIER WRAPPED 8x8 POST DECK UNIT C o _ BEHIND DECK LEDGER. LAP OVER z Q BUILDING PAPER BELOW DECK. WRAP UNDER SILL BEFORE FLASHING N DECKAT WALL DECK EDGE DECK DETAILS 18 14C6 10 � N 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" v 1" N r g a� 1 1/8" FLR. SH TG. y c o N 51) m EDGE FLASHING 1 g OVER BLOCKING SEE STRUCTURAL FRONT SIDE F T T EAD I D1 AND 1x4 EDGE DETAIL FOR STRINGER SIZE m 2 AND SPACING BATT _ �- 12 UTILITY 3 2x8 TRIM 4 a Q INSULATION D4 L DROP TRIM TO 2 STAPLED TO COVER x10 AT 2 BOTTOM OF FRAMING 8 FRONT OF DECK 4 2 TYPICAL a 2 L EXTERIOR 10 2 LAYERS OF 5/8" GWB POST 2 4 4 N 16 N WHEN STRINGERS ARE MORE 2 SEE ALSO STAIR PLANS to D1 THAN 16 O.C., 1 LAYER OF I •• W a� 2 s _ 58" GWB WHEN STRINGERS 5/4x4 1 g HARDI SOFFIT / ARE 16 0.C. OR LESS. CORNER D1 TRIM > LT 5/8" GWB DECK EDGE INTERIOR STAIR DETAIL POST AT UTILITY CORNER 1 7 .® 5 11 1 1/2" = 1'-0" SECTION 1 1/2" = 1'—o" SECTION 1 1/2" = 1'-0" PLAN y E CL 4� 1x6 WRAP 6x6 POST ABOVE DECK V 0 `E I 1 CENTERED ON 8x8 BENEATH 0) 0 0 4 GUARDRAIL CENTERED 0 E D3 ON POST� I ' SIDING , , 2'-0" OVER EDGE FLASHING BC60 AT POST BASE AND I SHEATHING OVER BLOCKING �' ' FLASHING AROUND — SEE 3/D3 I METAL , AND 1x4 EDGE N I FLASHING pja s�%4" GAP MIN. 4 2x8 TRIM W/ 4 BLOCKING OVER RABBIT • � t� 0 DROP TRIM TO POST FOR 6x6 //—HARDI SOFFIT 10° SLOPE COVER 4x10 AT ABOVE FRONT OF DECK s 8 �+ 2 s 1 "N N 16 13 2x8 TRIM I I HARDI SOFFIT M 12 j 1 D4 1x8 POST WRAP a I D1 8x8 POST c� 0 u� SOFFIT DETAIL UNIT A DECK o lob No.: 12-04 Zo 16 " 1 1/2 = 1'—o" SECTION 1 1/2" = 1'-0" Sheet No.: SECTION 0 0 Sheet Order: A B U F R E S D N SIDING SYSTEM-,,,,,, GA FILE NO. WP 3640 BUILDING PAPER One layer W Type X gypsum wallboard applied p g 9 parallel or at right angles to each side of 2x4 - 1 1 HR UNIT -wood studs, turned flatwise, 24" o.c. with 6d coated SLOPE D1 UNIT SEPARATION WALL nails 1- 10 MIN. ROOF TRUSSES BETWEEN TRUSSES DRAG TRUSS-PROVIDE 1 HR UNIT %" long, 0.0915" shank, Y4" heads, 7" o.c. 1-HR ' 14 AT 24" OC ROOF INSULATION 4 VERTICALS AT 24" OC SEPARATION WALL 2 BETWEEN TRUSSES DRAG TRUSS-PROVIDE 12 : .,. '>,' •i•.S•• •i'' ••. � VERTICALS AT 24 OC BELLY BAND FLASHING, X EXTEND 6 2 2 UNDER BLDG. PAPER, TYPICAL FLOOR PROVIDE ADD. LAYER BETWEEN UNITS OF BLDG. PAPER UNDER TRIM S 2x2 TRIMTRUSS L 10 10 :......:....:.:i._.. 8'-2%2" A.F.F. 5/4x10 BELLY .....�•..•:.. .• ...,... .:. .. . .. - - - - - - - - ----------------- ------ --- r. BAND 2 s 5/8 GWB �� TYP. ROOF/CLG. ..t . 2x3 WOOD TRIM UNIT HARDI SOFFIT I D4 CONSTRUCTION 2 VENTED SOFFIT EXTEND TYPICAL 8" I 2 4 2 4 13 I PARTY WALL TYP. ROOF/CLG. OUTRIGGER 5/4x4 EXTERIOR TRIM D1 NOTE: TO BACK 10 4 TYPICAL 8" D4 CONSTRUCTION PROVIDE PVA WALL PRIMER ASFACE OF 7 7I PARTYWALL ' TYPICAL VAPOR BARRIER ON INSIDE FACE FASCIA D1 4 EXTERIOR OF GWB.WALL IU c-771' , D1 BTO LE AUG 1 -6„ KIRKLAND, WA CANTILEVER FLOOR TYPICAL ROOF/CEILING ATTIC SEPARATION WALL ATTIC SEPARATION WALL 5558 B 5 1 � o 17 13 � 1 1/2 = 1 —o SECTION 1 1 2 = 1 —o SECTION 1 1/2 = if—Ott SECTION 1 1/2 = it—O” SECTION / / 0� COMPOSITION SHINGLES OVER ROOF SHEATHING DRAG TRUSS-PROVIDE PROVIDE A MINIMUMVERTICALS AT 24" OC 2 1 OF 30 HEADROOM BUG SCREEN CLEARANCE 6 - z 4 2x BLOCKING BETWEEN 1 HR UNIT o w D1 FLOOR BETWEEN RIDGE SEPARATION WALL oc _ CENTERLINE RIDGE VENT, HOLD BACK 1'-0" TRUSS ENDS WITH (3) 2" ,� UNITS OR OVER ®- ROOF TRUSS VENT HOLES 1 BETWEEN TRUSSES Q ' GARAGE FROM GABLE END, AND 4'-0" INSULATION DAM D4 FROM PROPERTY LINE , o 14 816 @6 OC I COMPOSITION SHINGLE R ` DIAPHRAGM �I 8'-2%2" A.F. D1 N STEM . . ... .. . . .... ROOFING SYSTEM .. _.. .. . — — — -- EDGE NAILING �. - - - 4 � '• ��• i 6 I 2 2 2 2 2 as ROOF TRUSSES ISL. LET OUTRIGGER I �, I S Q I � IGGER 2 Iz f I z� .4 oa INTO WALL IIS I METAL N m 22" x 30" MIN. OPENING I FLASHING 10 o 5/8" GWB AT CEILING 10 i 5/4x4 TRIM .2 _ U.- SEALANT I 10 10 10 10 10 1 1 2 s I 1 1 METAL 2 4 2 4 /2 /2 GUTTER TYP. R00 /CLG. ----------------------------- 1 I SIDING SYSTEM SEE ELVATIONS I D4 F D1 I FOR TYPE 2x8 FASCIA CONSTRUCTION z FIRE-SAFINGMINIMUM OPENING 3 WEATHERSTRIPPING TYPICAL 8" os a I W.R.B. - SEE 9/D7 I o 4 1 INSUL. FIRESTOP n REGARDLESS TY WALL - D4 PAR _ w D1 ASHEATHINGOf OF R0 TCH „ 4 � � v 5/8" GWB CLG. 1x4 FRAME 1 Q Z O / SCREWED TO D1 m V-6" - BEARING A ,ING TRUSS NON BE R I � SITUATION SITUATION N RIDGE VENT ATTIC ACCESS OUTRIGGER AT UNIT A ATTIC SEPARATION WALL PARTY WALL AT FLOOR1 6 2 � N1814 0 , 1 1/2" = 1'—o" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'—o+ SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'_O. SECTION o SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD� 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 TYPICAL 1 12 I , » OPTIONAL Y» MESH SCREEN COMPOSITION SHINGLES 6 MIN. EXTERIOR , 6 I OVER ROOF SHEATHING D1 UNIT r WALL ABOVE ROOF OPTIONAL RAIN CAP , , 2x SCREENED VENT BLOCK a 0 10'-0" MIN. P I FROM ANY 0 ERABLE OPENINGS N i OR AIR INTAKE - TYP. FLOOR 1 HR UNIT SEPARATION WALL ■® ` 1 I - CONST. I METAL RAKE 3� , BETWEEN TRUSSES SEE 1/D4 DRAG TRUSS PROVIDE 14 FLASHING COMPOSITION ROOFING BOOT FLASHING VERTICALS AT 24" OC D1 OVER ROOF SHEATHING __ __ TRUSS I i , » I 8 -1 A.F.F. ' - - - - - - - - FIN. FL_ - 2 s r 2 � 4 AIR-TIGHT SEAL AT HARDI 2 SOFFIT METAL SIDING SYSTEM U- 101 0RADON ALL PIPE JOINTS � Q GASES FLASHING o T I L. 2x8 LABEL VENT PIPE � BUILDING PAPER s METAL _ FASCIA ROOF TRUSS RADO REDUCTION SYSTEM RADON SUPPORT PIPE WITH PLUMBER U SIDING OVER I AT LOCATION WHERE EDUCTION SYSTEM STRAPPING EVERY 6 FEET 10 GUTTER SHEATHING VISIBLE IN ATTIC SHEATHING ATTIC (2) 2x6 TOP PLATE I 10 2x8 FASCIA J. 2 s r 1 -6 2 ----------- 8x8 P.T. POST 2 s 2 4 >2 <4 coW 13 °' I TOP SECTION TYP. ROOF CLG. AN ELEC. CIRCUIT, TERMINATED RC , D4 POST „ Q 8x8 P.T. CONSTRUCTION 8 IN AN APPROVED JUNCTION BOX, 1 UNIT > U S o o R S SHALL BE INSTALLED IN ATTIC FOR PARTYWALL I D1 0 I INSTALLING FUTURE VENT PIPE FAN 4 24 GAGE PPM FLASHING D1 , SUBSLAB S IL EXHAUST SYSTEM DUCT 2x4 TRIM I I I CHAMFER TOP 3-1/2" RAKE DETAIL DETAIL AT ATTIC/ROOF ATTIC SEPARTION WALL FLOOR / WALL DETAIL 157 9I _ _ _ _ _ V-0.119 1 1 2 — 1 0 SECTION 1 1 2 — 1 —0 SECTION 1 1 2 — 1 0 SECTION 1 1 2 SECTION / / / / I VIMMN 31 „ 2 , 8" TYPICAL ROOF 8 8 w COMP. ROOFING OVER ROOFING 4 1 ' MINES �® J S INDICATE COMPOSITION SHINGLE UNDERLAYMENT OVER ROOF SHEATHING I STOP SIDING AT D1 I U N IT ®4� 0 CONTINUOUS METAL ROOFING SYSTEM UNIFORM LEVEL _ � , RAKE FLASHING 12 i ' > UNIT AROUND DECK G� CL LAP 4 MIN. WITH 2 ROWS SEALANT � 6 o TYPICALI SECTION 1- - L HR FIRE PARTITION 0 E PARTYWALL ROOF 2x SCREENED VENT BLOCK FLASHING AT �■■+ 0 .0 DECK P 2 4 2 4 PERIMETER , OUTRIGGER x 1x8 TRIM AT s- V I 2 '2 2 2 2 2 2 2 UNDERLAYMENT ' SEE D6 FOR , D1 „ ; :ROOF SHEATHING 4 SIDES 16 i 2 s .'r.. ■® WATERPROOFING , LAP 1 MIN. DOWN 8x8 P.T. POST '. <:' . ... GABLE END I INFORMATION I D1 FASCIA , I W POST BASE •® T I / DECK SLOPES 2 TRUSS � s s s s s s s s N � `� 1 MIN. /4 PER FOOT 0 2x8 FASCIA I 2 E '....:. ._ :.:. '... 2 s I 24 GAGE PPM FLASHING -------------------rt -- -- t-f------------- 5/44 TRIM f 2 s I 2x6 TRIM III -�- I I 1 TYPICAL (0.162"x3.5") _ _ LROME ® 6" OC V � SEALANT I 13 � METAL , � I ! I I I D1 EXTERIOR - -E-+ I CHAMFER TOP .® D4 ; ch FLASHING 5 WALL i i I i i PRO VIDE SEALANT PROVIDE D2 I I i i i WALL SEPARATING SIDING SYSTEM I ITBASE A 7 I � 10 1 � METAL i A BLDG. FELT SEE ELEVATIONS . I � EXTERIOR ENTRIES AT SIM I D1 I GUTTER _ _ _ _ _ BETWEEN 2 s ■ FOR TYPE I f CONDITION 1 a" CONCRETE BASE SH TG AND LEDGER 9 - 2 s 2x8 FASCIA TOP AT 0'-0" A.F.F. SEE D7 FOR I I FUR WALL AND TRIM I � R WATERPROOFING ' 1 , FuNIT INFORMA I2 s 13 TO MATCH 8x8 POSTS TION 1 ; D4 , a 2 4 $ SEE 12/D4 PATIO OR D1 MIR 1 -6 DRIVE �' D 1 BASE � 0 J AT EXTERIOR WALL AT DECK FLOOR GABLE RAKE DETAIL TYP. ROOF EXTERIOR WALL EXTERIOR POST PARTYWALLo JobNo.: 12-u4 84 16 20 12 1 1 2" = 1'-0" SECTION 1 1 2" = 1'-o" SECTION 1 1 2" = 1'-0" 1 1 2" = 1'-0" PLAN 1 1/2" = 1'-0" SECTION Sheet No.: / 0 0 Sheet Order: A B U F R E S D , SIDING - SEE ELEVATIONS INTERIOR EXTERIOR FOR TYPE CEDAR OR PRESSURE W.R.B. (TYP.) �'sf, GWB SIDING - SEE ELEVATIONS SEE DETAIL 16/D7 FOR TREATED WOOD FOR TYPEINSTALLATION WINDOW FLASHING I; SECTIONAL OVERHEAD SYSTEM SEE DETAIL 2 2 W.R.B. (TYP.) ----- SEALANT SEE STRUCTURAL I' SEE DETAIL 16/D7 FOR HEADER PER DOOR TRACK AT SIDES 16/D7 OF OPENING FOR HEADER SIZE �� INSTALLATI � � � `- � �'a GWB SEALANT " I I ', I BACKER ROD WINDOW JAMB 5/4x10 SPACERS I I SHEATHING 5/4x10 SPACERS INt EXTERIOR AS NEEDED 11 AS NEEDED SLOPE SEALANT � ` ; Vr 4 10 MIN. ' /4" MIN. GAP ' 2 6 I 6 6 z - ' GWB SEE DETAIL 12/D2 I WITH DAD00 D JOINT M 2 6 r FOR GARAGE3 , I AND APRON I � �-24 GAGE PPM FLASHING , 24 GAGE PPM FLASHING FLEXIBLE MEMBRANE , Y l SLOPE FLASHING _ W/ DRIP, SLOPE AWAY FROM 5/4x4 EXTERIOR I DRAIN SCREEN 3/4x TRIM11 Rik BLDG 4 HIGH @ HEAD, --- TRIM (TYP.) t � PROVIDE SEALANT END I WINDOW FLASHING SYSTEM SHEATHING WEATHER-RESISTIVE DAMS AT EACH END SEALANT SEALANT AND BACKER ROD I SEE DETAL 16/D7 BARRIER BEHIND TRIM g WOOD FRAME- 5/44 EXTERIOR PER MFR INSTALLATION I W. TYP. �► PROVIDE 2x8 BLOCKING JAMB TRIM TYP. � I .� ( ) FOR DRAPERY EACH SIDE INSWINGING ( ) INSUL. I SIDING INSTALL PER MFR SCHEDULE DOOR SEALANT PER MFR OF HEAD AT ALL LIVING I REQUIREMENTS PROVIDE 2x8 BLOCKING SCHEDULE VINYL Q UNIT BEDROOM AND GREAT _ (FOR DRAPPERY) EACH 1 BTO LE AUG INSTALLATION REQUIREMENTS SLIDING DOOR SIDE OF HEADER AT ALL ROOM WINDOWS TYP. C3, I (TYP.) 1 LIVING UNIT BEDROOM WINDOWS TYP.) t� KIRKLAND WA ( EXTERIOR DOOR HEAD PATIO DOOR HEAD GARAGE DOOR THRESHOLD SEE DETAILS 16/D7 5558 0 FOR WINDOW INSTALLATION SIDING INSTALL 9 PER MFR. REQ. 17 13 f, DIAGRAMS � 4 3" = 1'-0" SECTION 3 = 1 -0 SECTION 3 = 1 -o SECTIONO 1� A l FRAMING INSUL. ? W.R.B. TYP. SEE SEE R DETAIL 9/D7 SILL PLANS FOR TYPICAL EXTERIOR WALL 1 " HEADER SIZE 1 �. PROVIDE BLOCKING FOR SILL OVERLAP I 2 24 GAGE PPM TRIM AND SIDING PROVIDE BLOCKING FOR I /--5/44 WOOD TRIM WINDOW FLASHING SYSTEM I FLASHING . TRIM AND SIDING 4 1x SILL 2 RIGID p I WITH 2 E A!L 16/D7 TYP. MIN 10 SEED T / (TYP.) INSULATION I GWB p END DAM . . .. I SLOPE SEALANT SEALANT •- o F B 2 2 2 5/4x4 WOOD WINDOW TRIM TYP. , JAMB �� WINDOW FLASHING �I SYSTEM SEE 16 D7 5 4x4 TRIM ---- I / 4 b FLASHING SYSTEM SUL SEE DETAIL 16/D7 WINDOW / 6 12 ' (TYP.) --------------- - 6 WRAP GWB ® WIND W --------------- SIDING SEE ELEV. C g HEAD AND JAMB T P. FOR TYPE SHIM PER DOOR SIDING INSTALL SIDING SEE ELEV. INSTALL WINDOW SEALANT SHIM PER DOOR MFRS REQUIREMENTS PER MFR WINDOW y- TYPE SEALANT PER MFR GAP a FOR �4 PER MANUFACTURER �. MFRS REQUIREMENTS INSTALLATION REQUIREMENTS SEALANT AND BACKER ROD FLASHING SYSTEM SEALANT PER MFR REQUIREMENTS PER MFR INSTALLATION BEVELED 2x2 SEE DETAIL 16/D7 (TYP.) INSTALLATION REQUIREMENTS SEALANT C BACKER ROD & SEALANT z REQUIREMENTS WINDOW FLASHING SYSTEM A 5/4x4 WOODTRIM MIN. GAP SHOWN SEE 4 4 WOOD TRIM 5 x SEALANT PER MFR 5/4x4 EXTERIOR TRIM (TYP.) / JAMB MFR INSTALLATION INSTALLATION 5/4x4 EXTERIOR SEE DETAIL 16/D7 (TYP.) INSTRUCTIONS TRIM TYP. REPRESENTATIVE ELEVATION (TYP.) REQUIREMENTS HEAD Q N EXTERIOR DOORJAMB SLIDING PATIO DOOR JAMB 1/�//INDOW DETAILS _ N 18 14 ath f, ,_ f, !f = 1 f_Of, c 3 = 1 -0 SECTION 3 = 1 o SECTION 3 INSULATION AND ENERGY NOTES HEADER PER I FIBER CEMENT LAP SIDING SYSTEM STRUCTURAL EXTERIOR _ n,�,,��,, I N Doors LAP W.R.B. OVER 1 _ C�enerd .� o ' - ELEVATIONS All insulation materials shall be installed according to the All exterior doors or doors serving as access to an enclosed PRE-FLASH AND SIDING SEE ELE g ( ) V� FOR TYPE manufacturers instructions to achieve proper densities and maintain unheated area shall be weatherstri ed to limit leakage around their METAL FLASHING �, ® N p p , pp w W.R.B. (TYP.) SEE DETAIL uniform R-values. Substantial contact of the insulation with the perimeter when in a closed position. Using ASTM E283.91 ata SEE ELEVATIONS FOR IN surface being insulated is required insofar as practicable. differential pressure of 1.57 psf, leakage shall be limited to 0.37 cfm/sf ALIGNMENT OF BELLY BAND 16 D7 FOR INSTALLATION g q p ' / e Where required, insulation shall be installed with clearances of door area. , , SHEATHING Insulation shall be installed The thermal transfer characteristics of insulated doors shall be according to manufacturer's specifications. , g 24 GAGE PPM FLASHING ned per NFR C 100 2001. so that required ventilation is unobstructed. For blown or poured loose determl GALVANIZED METAL Z q P p W/ DRIP, SLOPE AWAY FROM �_ I clearances hall be maintained through installation of a FLASHING, PAINT TO , fill insulation cl s s � � BLDG 4 HIGH @ HEAD g ' BD 3 permanent retainer. MATCH TRIM Q p Wr1dOW� a , SEALANT END L NFRC TOP OF 2x2 TRIM v DAMS AT EACH END GlazingU values shall be determined in accordance with R FLASHING 1. Using ASTM E283.91 at a differential pressure of 1.57 sf, o 100 200 s p , �- p 1 I , Siad on Grade g 0 MN , leakage shall be limited to 0.37 cfm/sf of window or door area. 5/4x4 EXTERIOR R 15 perimeter insulation shall extend downward from the top of g 5/4x10 BELLY BAND W/RABBIT the slab a minimum 24 or downward to the bottom of the slab, then Windows and SGD shall be double glazed vinyl type with the SEE ELEVATIONS TIM TYP. N R (TYP.) ab for minimum total distance of 24 . U-values indicated on the unit plans. horizontal) beneath the sl Y i Windows shall be furnished with outdoor air inlets as indicated on INSTALL W.R.B. UNDER ' w BELLY BAND PRE-FLASH _ wed Floors the Unit Utility plans. Inlets shall have a controllable and secure o, W.R.B.B. UP UNDER SLIP R SEALANT opening and be capable of a total opening area of not less than Q be in talled in a ermanent manner in p Floor insulation shah s p PRE-FLASH ----- tested b a national) recognized standard e inches and four (4) square g WOOD FRAME substantial contact with the surface being insulated. Insulation support q Y Y ,, g pp or roved agency and located to avoid drafts. Inlets shall be a twent fur inches on pp g Y SECTIONAL DOOR SEAL shall be installed so spacing is no more than o ,� p g Y ----- SECTIONSL OVERHEAD DOOR center. screened or otherwise protected from entry by insects, leaves, or SEE DETAIL 9/D7 FOR TRACK ® SIDES OF OPENING Floors separating conditioned space from unconditioned space other material. W.R.B. INSTALLATION hall have a vapor barrier installed. Vapor barrier shall be installed on P p D HEAD the warm side of the insulation. The vapor barrier shall have a one Rppf/C�� BELLY BANDS GARAGE . . perm dry cup rating or less (e.g. four mil. polyethylene or kraft faced Roof/Ceiling insulation: Open-Blown or poured loose fill Insulation ■® 19 3 material) The floor sheathing may be used as the vapor barrier if - 1.9-01) 3" = 1'-0" SECTION g y p may be used in at spaces where the slope of the ceiling is more 1 1/2 - SECTION rated (and so stamped) at one perm (max.) Otherwise place vapor than 4 in 12 and there is at least 44 inches of clear distance from barrier on top of joists before placing sheathing. the to of the bottom chord of the truss or ceiling joist to the p underside of the sheathing. When eave vents are installed, baffling of SHEATHING SHEATHING N DOOR SIZE the vent openings shall be provided so as to deflect the incoming air MOISTURE BARRIER MOISTURE BARRIER erlOr WC�Sp g CL � V8" TYPE X GWB E�Ct' SIDING SYSTEM � SIDING SYSTEM ,® above the surface of the insulation. Baffles shall be rigid material, UC PROVIDE All wall insulation shall fill the entire cavity. Exterior wall cavities g CAP FLASHING W/WEEP GAP CAP FLASHING W/WEEP GAP /f ,f BLOCKING FOR - - isolated during framing shall be fully Insulated to the levels of the resistant to wind driven moisture. When feasible, the baffles shall be MIN. Ys BETWEEN FLASHING MIN. Ys BETWEEN FLASHING Q� TRIM AND SIDING f the outside of the exterior wall extending installed from the to 0 v g SIDING surrounding walls. All faced insulation shall be face stapled to avoid P AND BOTTOM OF SIDING FRAMING AND BOTTOM OF D FRAMING � inches vertical) above the height of L . compression. inward, to a point six s y g MANUFACTURED STONE MANUFACTURED STONE IN SOLATION WHERE INSULATION WHERE Walls separating conditioned space from unconditioned space noncompressed insulation, and twelve inches vertically above loose fill VENEER WATERTABLE i,�ii VENEER WATERTABLE %�% � p g p p APPROPRIATE APPROPRIATE .. shall have a 1 perm max. vapor barrier installed. Faced batt insulation insulation. Baffles shall be in place at the time of framing inspection. DIMENSION POINT _ _ iii�i DIMENSION POINT _ _ _ 2 2 2 A� shall be face stapled. Vapor barrier shall be installed on the warm In roof/deilin s without an attics ace above such as round floor - - - p P g p g METAL BRACKET, HOLDING %� METAL BRACKET, HOLDING OVERHEAD DOOR _ approved vapor barrier having a 0.5 -perm r a ro � � ndfl floorunits, side of the insulation. entries to 2 00pp p g p ,� ,i LF OR MIN 22 i r CAPACITY 5 LBS CAPACITY 5 LBS LF OR MIN 22 .® SYSTEM / / cup rating or less shall be installed on the warm side of the insulation. GAGE METAL SUPPORT GAGE METAL SUPPORT • The vapor barrier need not be an integral art of the insulation W.R.B. OVER SHEATHING UNDER i�. . Ar Ledcage p g p , W.R.B. OVER SHEATHING material. In the ceiling, flanges shall be lapped at framing members. SIDING TRIM AND SIMULATED STONE. �i%% I ANCHOR BOLT - ii%� ANCHOR BOLT - SYSTEM g, g pp g UNDER SIDING, TRIM �� .� \-FLASHINGS h s cati ns se gratin These air leakage notes apply to t o e to o p g � , � 6 6 6 SEE DETAIL 16/D7 outdoor ambient conditions from interior spaces that are heated or LATH 'i%� SEE STRUCTURAL AND SIMULATED STONE. l SEE STRUCTURAL >+ (� ilii ._ TING BED 2x6 P.T. (TYP.) lir , 2x6 P.T. (TYP.) Q , MORTAR SET LATH (TYP.) mechanically cooled. R L�ghtng FpdureS �� ar V SILL SEAL � SILL SEAL .® MORTAR � TING BED I® --=_____________ MORTAR SET --- ---- _- 2X TRIM Exterior joints around windows and door frames, between wall Recessed lighting fixtures installed within the building envelope shall /,��/ .i • cavities and window or door frames, between walls and foundation, meet of of the followingrequirements- MANUFACTURED STONE VENEER �� I MANUFACTURED STONE VENEER ELEV. LAP BUILDING PAPER OVER ri i r - - , - - SIDING SEE q �� 2 �� 2 ,� FDN. HT. MORTAR between walls and roof, between wall panels, at penetrations of utility ed manufactured with no penetrations between the , - 1 FDN. H T. p p y 1. Type IC rat p I PER FDN. PLAN �� PER FDN. PLAN FOR TYPE, INSTALL PER services through walls floors and roofs and all other openings in the inside of the recessed fixture and ceiling cavity, and the annular space NON-COROSSIVE WEEP SCREED %i, I I LAP BUILDING PAPER OVER ��i l I I gg Y. p I NON-COROSSIVE WEEP SCREED MFR REQUIREMENTS I r I M be sealed, caulked asketed or e shall be sealed. I , building envelope shall s between the ceiling cutout and lighting fixtur s a g p , g betty n g g g I /4 GAP MIN. ,� I FLASHING SYSTEM r SEALANT PER MFR E weatherstripped to limit air leakage in a manner approved by the 2. Type IC rated in accordance with ASTM E283 wit no more than � E SEE DETAIL 16/D7 TYP. �� N E INSTALLATION SLOP a REQUIREMENTS building official. 2.0 cfm air movement from the conditioned space to the ceiling cavity FINISHED GRADE a a SEALANT PER MFR Q at 1.57 psi pressure difference and shall be labeled and the annular - EXTERIOR - - - T EXTERIOR PAVING o INSTALLATION 5/4x4 EX ER space between the ceiling cutout and the lighting fixture shall be i-1 I I=1 I 1=1 I 1=1 I i=1 FrePface - - - - - - - a TRIM TYP. I - - REQUIREMENTS (TYP.) sealed. I III 111-111 a - Q Fireplaces are an electric appliance. - - 3. Type IC rated installed inside a sealed box constructed from a A STONE VENEER AT GRADE B STONE VENEER AT PAVING o Job No.: 12-04 DOOR JAMBSTONE BASE DETAILS G minimum 1/2 sum wall board or constructed from a performed g p r YP /� o 20 polymeric vapor barrier, or other air ti ht assembly manufactured for "T Sheet No.. 3" = 1'-0" SECTION p Y p g y = SECTION this purpose. 1 1/2" 1'-0" C) 0 D5 Sheet Order: A B U F R E S D 10 If 26 GAUGE PRE-PAINTED MSN. �N Ms GALVANIZED METAL VALLEY FLASHING WITH 8" LAP WHERE SPECIFIED 1" "V" CRIMP (2" IF GREATER THAN 6:12 SLOPE) WALL SELF ADHESIVE ICE INSTALL PANEL OF W.R.B. AND WATER BARRIER WALL �� `• .� . '' BEHIND STEP FLASHING, DRIP EDGE UNDER FLASHING ROOF SHEATHING AND ROOF FRAM'G AS SHOWN FLASHING 0ER V LAP . I 01 OVER PAPER FLASHING 6" OVERLAP ,� ROOF ��,� FLASHING 6 _-- � , OVERLAP '9T �I PAPER 2" �� lk -LEAVE 1/4" GAP A OVERLAP _ BETWEEN FASCIA '114"d Al _ STARTER COURSE PAPER 12" I AND WALL s (INVERTED SHINGLE) � ,� �� 4 .32 , 3; � k \ ' _t W MN4 FOURTH COURSE ,'•• 6" END LAP OVER FASCIA Eo • •' VALLEY FLASHING ; (FULL SHINGLE) , ••,• . , �, • .•.• . , ., _ --- LOCATE THE UPPER SHINGLES rf .• '• • ' .• - , 5 FROM THE CENTER LINE OF THIRD COURSE •'•. . THE VALLEY FLASHING ON \ -- •.• . . •.. I BTO LE AUG � » . ' •: DRIP EDGE CUT 0 f EACH SIDE. THE LOWER ENDS FLASHING SHOULD DIVERGE FROM EACH -- ..� • KIRKLAND WA •M • PER FOOT. • OTHER 1 8 t� SECOND COURSE FIRST COURSE STARTER COURSE / ,� 5558 O ROOF TO WALL (CUT OFF 5�s ) •. OVERHANG (FULL SHINGLE) (INVERTED SHINGLE) •� �. 1 SHINGLE 5 8 � / NO SCALE Q EO 9 ROOF AND VALLEY INSTALLATION NO SCALE SIDING HOLD UP FROM ROOF PER SIDING MANUF. , iii ►- '® iii w �C ji 0 Q = �i W.R.B. OVER FLASHING LEG i i' J __j o � mz c�ZD METAL STEP-FLASHING O WITH HEMMED-EDGE UP ROOFING OVER z N "- ROOF UNDERLAYMENT CARRY ROOFUNDERLAYMENT 9" MIN. UP WALL --------------------------------------- ROOF SHEATHING *--- a FACE OF WALL SHEATHING Q z Q i N ROOF SIDEWALL N 2 � 3" = 1'—o" SECTION 0 6" I N EXTEND ROOF UNDERLAYMENT r I I UP THE SIDE OF THE WALL N L I I I A MINIMUM OF 8" ■® I I I G R � SIDING _ SEE EXTERIOR ELEVAITONS I • OVER I 01 W.R.B. LAYER 0 I � I I � WALL-TO-ROOF FLASHING I m DECKING PER ' I, WALL-TO-ROOF PPM FLASHING Q ' I I' TO MATCH ROOFING. SIZE AS 3 DETAIL 16/D 1 v N SHOWN OR AS SPECIFIED BY � I ROOFING MANUFACTURER 11 6 - HEMMED EDGE STEP 2 COMP. SHINGLE ROOFING 4 STEP 1 APPLY 1-PIECE OVER ROOF UNDERLAYMENT W APPLY TIN SHINGLE ,. - ,. � o AT BEAM/WALL SOLDERED CORNER FLASHING DC a INTERSECTION OVER PLYWOOD DECKING, N > CLING AND 2X TRIM - 2X BLO , SET IN SEALANT. PT BEAM PER 2X BLOCKING STRUCTURAL 2X8 TRIM STEP 4 APPLY WALL-TO-DECK 6, FLASHING OVER EDGE AND CORNER FLASHING, ROOF TO WALL SET IN SEALANT. ■® 3" = 1'-0" 611 I 0 SIDING i CL ' P I W.R.B. I /4:12 BUILDING ENCLOSURE NOTES o WALL—TO-DECK d- - FLASHING THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE Ri DECKING PER - -' DECKING PER ' � - GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURERS ,o DETAIL 16 D1 DETAIL 16 D1 WATERPROOF DECK SURFACE / INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS a•+ ' z - ._ COVE UP WALL 5 - - ,,- N NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. - y- SLOPE /4:1 2 0 EXAMPLE PRODUCT UST. C U) EXTERIOR DECK SHTG. ITEM OR MATERIAL MANUF. PRODUCT Q STEP 3 WEATHER RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN V APPLY DECK EDGE SHEATHING ,. DECK FLEXIBLE FLASHING FORTlFlBER MOISTOP PF N - FLASHING OVER 1X EDGE FRAMINGADHERING- MEMBRANE FORTIFlBER MOISTOP E-Z SEAL SELF TRIM OVER CORNER FLASHING, WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD SET IN SEALANT. * TOP SEALANT DECK LEDGER SEALANT FORTIFIBER MOISTOP WATERPROOF TREMCO PARASEAL (HDPE/BEN TONI TE M DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN 1X EDGE TRIM. CHAMFERED 1X EDGE TRIM. CHAMFERED 2X BLOCKING, CHAMFERED 2X BLOCKING, CHAMFERED W.R.B. TO BE CONTINUOUS THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES �■BEHIND LEDGER REPRESENT WELL_ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR 2X8 TRIM 2X8 TRIM o W.R.B. cn PRODUCT SELECTION. Q E & R N ER FLASHING DECK AT EXT. WALL * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION o DCKEDE CO Job No.: 12-04 G 16rl- 8 DESCRIBED BY THE DETAIL DRAWING AND SHALL BE COMPATIBLE WITH ALL 0 1-1 2 1 -0►, _> MATERIALS WHICH IT IS ADHERING TO AND MAKING CONTACT WITH. — _ = �' Sheet No.: 1_1/2 - 1 0 / o 0 Sheet Order: A B U F R E S WEATHER—RESISTIVE Ya" GAP PER W.R.B 6" BARRIER, TYP. MANUFACTURER 1 , M/N REQUIREMENTS EXTERIOR SHEATHING GALV. ROOFING r TIN SHINGLE BEHIND LAP SIDING NAILS AT LOCATIONS L LAP SIDING I LAP UNDER INDICATED -;''' ' ' ,;, ONE PIECE GALVANIZED LAP BUILDING PAPER SHINGLE DOOR PAN STYLE OVER FLASHING AND ONE PIECE GALV. -�`' DECK TO 4DECK COATING. DO NOT SEAL GAP WALL FLASHING I DOOR PAN. DO NOT PIERCE FLASHING INSTALL CONTINUOUS BEAD OF CAULK TO DOOR PAN ' LAP SIDING --'"-' 6 ,, PRIOR TO SETTING DOOR. INSTALL CONTINUOUS BEAD j�1�i OF SEALANT TO DOOR SILL -� �, '�//V 4 W.R.B. SEE DETAIL 9 D7 , - ` e, I bo-1 / I I PRIOR TO SETTING PAN �� ,-r 6 OVER AT I AL T. 1 �i� DINTS OVERLAP HORZ. 1� 1 -091 JOINTS. BY 3" � � � :I I LAP DOOR PAN art { CONCRETE I \\` '' `\� I - '� OVER DECK TO SLAB SLOPE PAN '' WALL FLASHING. OUT START WITH FULL STRIP AT BOTTOM. ATTACH PER. MANUFACTURERS SPECS. NOTE: r( DOOR PAN OVERLAP SUCCEEDING COURSES BY INSTALLATION METHOD BEHIND SLAB SHOWN FOR 2—PLY 3 , PER MANUF. RECOMMENDATION. SUPER JUMBO TEX STEP I STEP 2 I BTO LE AUG � WEATHER—RESISTIVE BARRIER. KIRKLAND, WA W.R.B. INSTALLATION 5558 SIDING BUTTJOINT FLUSH DOOR AT SL..AB DOOR / DECK FLASHING �13 9 5 NO SCALE NO SCALE 1-1/2 1 0 NO SCALE _N BELLY—BAND OR BLOCK FLASHING 1�a gip° �/4 I 1 v-i o_ I I •N �J _N v >m i.. C`4 $» STEP 1: STEP 2: RUN CONT. BEAD OF INSTALL VENT TERMINATION HOOD. o ' SEALANT AROUND >� — INSTALL HEAD FLASHING. OPENING AT 1/4 INCH \ OUT FROM OPENING TUCK FLASHING UNDER z Q ` BELLY—BAND BLOCK FLASHING a ` I BELLY BAND OR AND DOWN OVER VENT. 1 BLOCK (SIM.) I I Y8" BEAD OF I N SEALANT VENT AT BELLY BAN D/BLOCK9 I N a�2 .,.. I Lh NO SCALE o I 9„ ° ° : I „ � I 9 I I � PLACE PRE—PRIMED WOOD BLOCK OVER got BUILDING PAPER. EXTEND PAPER 6 BEYOND BLOCK ON ALL SIDES. N I 5/a ai 9 1 gip• a 1 r /4 v T N ■ INSTALL ENAMELED STEEL, DRIP I FLASHING OVER I I ALL WOOD BLOCKS ' C° STEP 1 — BEFORE WINDOW INSTALLATION: STEP 1 STEP 1 _ STEP 4. STEP 5. >. APPLY 9—INCH WIDE STRIP OF MOISTOP PF APPLY Ya" BEAD OF SEALANT TO APPLY 9—INCH WIDE STRIP OF APPLY A 9—INCH WIDE STRIP (N.T.S.) APPLY Y8" BEAD OF SEALANT TO THE RUN CONT. BEAD OF _ U- I 3 OR MOISTOP neXT FLASHING ALONG BOTTOM WINDOW FRAME SETTING FORTIFLASH SILL WRAP. OF MOISTOP PF OR MOISTOP neXT AT BACKSIDE OF WINDOW NAIL FLANGE Q R E PRIOR TO TI G SEALANT AROUND a , I L OF WINDOW OPENING. MOISTOP CORNER SHIELD. EACH SIDE OF OPENING. ACCORDING TO WINDOW MANUFACTURERS o START FORTIFLASH AT INTERIOR EDGE OF OPENING AT 1/4—INCH INSTRUCTIONS. OUT FROM OPENING FASTEN ALONG TOP OF STRIP LEAVING BOTTOM FASTEN CORNER SHIELD USING 2 SILL, COVER TOP OF SILL AND FOLD CUT LONG SO EXTENDS 8—INCHES W V CORNER SHIELD AND SILL — LOOSE TO ALLOW WEATHER-RESISTIVE BARRIER FASTENERS AS SEEN ABOVE. DOWN OVER C RN R ABOVE AND 9 INCHES BELOW 6 TO TUCK UNDER. FLASHING. OPENING. LAP NEXT COURSE OF PAPER OVER DO NOT FASTEN AREAS WHICH EXTEND TO F ` LIKE SILL FLASHING (STEP 1), DO NOT LASHING AND DOWN ui ✓ SIDES OF OPENING. SIDES OF BLOCK •• W FASTEN BOTTOM OF JAMB FLASHING. a � v I � , Q BLOCKING SIZE AS REQ D. > Y4 10 TUCK BUILDING PAPER 1 UP UNDER PAPER PLACED 9 \\\ UNDER WOOD BLOCK. EXTERIOR MOUNTING B I� » NO SCALE 1 � i \ / 1 V CL 8 8 1 0 m i BUILDING ENCLOSURE NOTES �-+ 0 L u THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE !� GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, a•+ WN W D OW NOT SHO IN DRAWINGS, MAY BE REQUIRED BY OWNER.Q y- i \ • \\ EXAMPLE PRODUCT LIST. � \ r\ — W — TIFI SU E JU BO TE 60 MIN U 1 FATHER RESISTIVE BARRIER FOR BER P R M X STEP 7: STEP & STEP 9: STEP 10. STEP 6: FLEXIBLE FLASHING FORTIFIBER MOISTOP PF '® INSTALL WINDOW ACCORDING — APPLY 9 INCH WIDE STRIP OF MOISTOP INSTALL WEATHER—RESISTIVE BARRIER W.R.B. INSTALL WINDOW TRIM AND DRIP FLASHING _ _ V♦ APPLY 9 INCH WIDE STRIP NTS OF SELF ADHERING MEMBRANE FORTIFIBER MOISTOP E Z SEAL TO WINDOW MANUFACTURERS MOISTOP E—Z SEAL OR FORTIFLASH E—Z SEAL OR FORTIFLASH AT HEAD OF AS DIAGRAMED IN W.R.B. INSTALLATION DETAIL WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD ■ WINDOW. � ��,, DRIP FLASHING SHALL EXTEND 1—INCH BEYOND EACH SIDE. INSTRUCTIONS. AT EACH SIDE OF OPENING. ON THIS SHEET OVERLAP MAY VARY FROM SEALANT* FORTIFIBER MOISTOP SEALANT APPLY BEAD OF SEALANT BEHIND TOP EDGE OF FLASHING WHAT IS SHOWN HERE). WATERPROOF MEMBRANE TREMCO PARASEAL HDPE BENTONITE M LIKE SILL FLASHING (STEP 1), DO NOT AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN FASTEN BOTTOM OF JAMB FLASHING. SLIDE W.R.B. UNDER FLEXIBLE FLASHING AT SILL. LAP W.R.B. PANEL (FROM PREVIOUS STEP) OVER DRIP FLASHING. THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES INSTALL EXTRA PANEL OF W.R.B. AT COURSE ABOVE APPLY BEAD OF SEALANT ALONG DRIP FLASHING, 1/4—INCH UP _ REPRESENT WELL ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE � WINDOW THAT WILL LAP OVER METAL DRIP FLASHING FROM WHERE PANEL HANGS, PRESS PANEL INTO SEALANT TO EMBED. PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR 0 CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. PRODUCT SELECTION. J Q WINDOW INSTALLATION PROCEDURE * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION o Job No.: 12-04 16 ND SHALL BE COMPATIBLE WITH ALL h N .: Sheet o P_ > » . I IT I AND MAKING CONTACT WITH. �, 1-1/2 1 0 BASED ON FORT ER MT R 4CTltC o 0 Sheet Order: A B U F R E S D GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) GENERAL STRUCTURAL NOTES 11. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), D. CONCRETE 4. CONNECTION BOLTS AND THREADED STUDS AT WOOD/STEEL CONNECTIONS SHALL CONFORM TO ASTM A307. (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) GLUED LAMINATED MEMBERS, CONNECTOR PLATE WOOD ROOF TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF 1. ULTIMATE STRENGTH DESIGN PER 2010 OSSC AND ACI 318-08. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL A. GENERAL THESE ITEMS. DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND , JOINT PREPARATIONS THAT INCLUDE BUT ARE NOT IIT 2. CONCRETE SHALL ATTAIN A 28 DAY STRENGTH OF f c 2,500 PSI AND MIX SHALL CONTAIN NOT LESS E 0 LIMITED ED T0: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; 1. ALL MATERIALS WORKMANSHIP DESIGN AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND - WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; THAN 5 1 2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF / » COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. SPECIFICATIONS AND THE OREGON STRUCTURAL SPECIALTY CODE OSSC 2010 EDITION. QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, AND THEREFORE, MUST BE VERIFIED BY � � Q , 5 OR LESS. THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE Ur , F. CARPENTRY APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR _ Z 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR _ _ _ 3. CONCRETE FOR FOOTINGS AND SLABS-ON-GRADE SHALL CONFORM TO 28 DAY STRENGTH OF f c Z BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY LOADS IMPOSED ON THE BASIC STRUCTURE. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND A COPY; w 2500 PSI SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE REPRODUCIBLE WI L BE REVIEWEDAN R RN SHOP DRAWINGS REVIEWED AN TAMP Y / 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING ARCHITECTURAL L D ETU ED S 0 D GS MUST BE REV E ED D STAMPED B AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE PROPORTIONED TO PRODUCE A SLUMP OF 5 OR LESS. Cn DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL CONTRACTOR PRIOR TO REVIEW BY ENGINEER.ECT RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: MIN. BASIC W DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. � 12. PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A MEMBER SIZE SPECIES GRADE DESIGN STRESS ® ® Z 3. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO THE CRITERIA PRESENTED IN THE CONTRACT DOCUMENTS. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR 0� j O APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE _ JOISTS AND RAFTERS: 2x 3x DOUG.FIR DF 2 Fb 850 PSI CODE CONFORMANCE TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS INCLUDING # COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE , W THE AMOUNTS OF CEMENT FINE AND COARSE AGGREGATE WATER AND ADMIXTURES AS WELL AS THE WATER C.� x CONNECTIONS TO THE PRIMARY STRUCTURE NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR 4 DOUG.FIR DF#2 Fb 850 PSI INTENDED A GUIDELINES ONLY AN MUT VERIFIED. , E QED S GU DEL S D S BE E ED CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 3181 � LL1 STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS Ww SECTION 5.3. p! 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER BEAMS AND STRINGERS: 6x AND DOUG.FIR DF#1 Fb = 1350 PSI COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. PARAGRAPH F.3 OF THESE NOTES. .. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE LARGER PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, B. DESIGN CRITERIA POSTS AND TIMBERS: 6x6, 6x8 DOUG.FIR DF#1 Fc = 1000 PSI F- TO OSSC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE Z WSTRUCTURALIGH F TH Fb = 1200 PSI TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. DES 0 E Q Q QQ Q INTERNATIONAL BUILDING CODE. W BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM 1. DESIGN LOADS w EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY TOP AND BOTTOM DOUG.FIR DF#2 Fb = 850 PSI NO ADMIXTURES, OTHER THAN FOR AIR-ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PLATES AT SHEAR Z � ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY TO THE SATISFACTION OF HIM HERSELF AND THE ROOF LIVE LOAD 25 PSF SNOW I- PRIOR REVIEW BY THE STRUCTURAL ENGINEER. � OWNER WALLS AND BEARING THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ROOF DEAD LOAD 15 PSF O ry WALLS: O ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE FLOOR LIVE LOAD RESIDENTIAL 40 PSF I- ( ) ALL CONCRETE IN ELEVATED STRUCTURAL SLABS AND BEAMS SHALL BE POURED MONOLITHICALLY Q STRUCTURE, THE CONTRACTOR SHALL SUBMIT DESIGN DOCUMENTS FOR TEMPORARY BRACING AND FLOOR DEAD LOAD 25 PSF UNLESS SHOWN OTHERWISE OR APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. W STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE STAIR AND CORRIDOR LIVE LOAD 100 PSF STUDS, PLATES, & DOUG.FIR DF#2 Fb - 850 PSI �- z MISC. LIGHT FRAMING: Q DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE PARTITION LOADING 10 PSF 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 INCLUDING SUPPLEMENT V STATE OF OREGON. THE CONTRACTOR SHALL PROVIDE INSTALL AND IF NECESSARY REMOVE SUCH ( , MECHANICAL UNITS Weights furnished b manufacturer _ � �-- 9 Y » S 1 GRADE 60, f - 40,000 PSI. SURFACE- DRY Y ALL LUMBER WITH A LEAST DIMENSION OF 2 NOMINAL SHALL BE STAMPED SURFACE DRY AND SHALL TEMPORARY WORK AS REQUIRED. ( ) » » HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER Z WIND IBC SIMPLIFIED 95 MPH, EXPOSURE B , Iw=1.0 7 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A 06. REINFORCING 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WITH A LEAST DIMENSION OF 4 NOMINAL OR GREATER SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO EARTHQUAKE ASCE SOIL CLASS D (ASCE) COMPLYING WITH ASTM A615 S1 MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING � STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON ( ) A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. m SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. SEISMIC USE GROUP 1 (le = 1.0) CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. SPIRAL REINFORCING O SEISMIC DESIGN CATEGORY D SHALL BE PLAIN WIRE. M V 2. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. 971 = 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT Ss =0. 9' S1 0.347g »REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER NATIONAL EVALUATION REPORTS„ Sds=0.72 , Sd 1 = 0.40 4 9 WELDED WIRE FABRIC: ASTM A82 AND ASTM A185 SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT 6 E SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF ' EQUIVALENT TO NER-126, NER 292 FOR PARALLEL STRAND LUMBER (PSL), OR NER-481 FOR LAMINATED STRAND , LATITUDE: 45.417 MID-DEPTH OR SLIGHTLY ABOVE OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: STRUCTURAL ENGINEER. LONGITUDE: -122.750 ( ) R=6.5 5. REINFORCING STEEL SHALL BE DETAILED INCLUDING HOOKS AND BENDS IN ACCORDANCE WITH ACI PSL - Fb - 2,900; Fv - 290 PSI; E - 2,000,000 PSI ASTRUCTURALWHl H ARE T E COMPOSED OF COMPONENTS TO BE FIELD ERECTED 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.6. PROVIDE CORNER BARS AT ALL WALL _ _ _ _ 8 ALL C E 0 B ** LSL Fb 2,250; Fv 400 PSI; E 1,500,000 PSI ALLOWABLE SOIL PRESSURE ............. 2000 PSF SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND LATERAL EARTH PRESSURE" ................ 35 PCF INTERSECTIONS. LAP CORNER BARS PER NOTE D.6. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. OF 8" AT SIDES AND ENDS. 3. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN **SOILS INFORMATION ASSUMED. ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS 9. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY CONSTRUCTION," ANSI/TPI 1-2002" BY TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE CONCRETE FOOTINGS & FOUNDATIONS AND CONCRETE SLABS ARE REQUIRED PER OSSC SECTION 109.3. Y W WA A W DIAPHRAGMS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PLANS. MINIMUM LOADING SHALL BE AS FOLLOWS: 2. LATERAL RESISTANCE S STEM WOOD SHEAR LLS AND WOOD DI PH GMS 10. SPECIAL INSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY DESIGNATED BY THE 6. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED TOP CHORD LIVE LOAD 25 PSF SNOW ARCHITECT AND APPROVED BY THE OWNER. C. FOUNDATION OTHERWISE: ( ) PROF TOP CHORD DEAD LOAD 10 PSF 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION BOTTOM CHORD DEAD LOAD 5 PSF N FFo THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER OSSC SECTION REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED DEVELOPMENT LENGTH TENSION 48 BAR DIAM. (#11 BAR 54 BAR DIA.) TOTAL LOAD 40 PSF 75057P 1704.1.2. DEVELOPMENT LENGTH - TENSION, top bar* 64 BAR DIAM. - (#11 BAR - 70 BAR DIA.) WORK AS REQUIRED SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION OF THE GEOTECHNICAL ENGINEER. BOTTOM CHORD LIVE LOAD 10 PSF cf> OREGON � - s z THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: LAP SPLICE LENGTH - TENSION 64 BAR DIAM. 11 BAR 70 BAR DIAM. NON-CONCURRENT WITH TOP CHORD LIVE LOAD � A ti r 0 BAR IAM. 11 BAR 90 BAR DIAM. P SPLICE LENGTH TENSION, to ba 8 D M � LA Sq 8ER AP (# ) 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL � � 10.1 WOOD CONSTRUCTION: D � » ADDITIONAL LIVE LOAD CASES SHALL BE ANALYZED FOR UNBALANCED SNOW LOADS & SNOW DRIFTS PER ASCE S � IR F FRAMING ANCHORS HOEDOWNS BOI_tED OR BOTH) AT LEAST 18 BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% C 0 T PER OSSC SECTION 1707.3 SPECIAL INSPECTION IS REQUIRED 0 - , * 7 2005, SECTION 7. HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12 OF CONCRETE IS CAST IN OR NAILED CONNECTIONS SHEAR WALL NAILING FLOOR AND ROOF NAILING LOAD-BEARING CANTILEVERS MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. TOP BARS ARE HOR ZO L , , , , EXPIRATION DATE: 12-31-2013] I W THE BAR. AND DRAG STRUT CONNECTIONS. THE MEMBER BELOW APPROVED A NA A MIT SHOP» WOOD TRUSSES SHALL UTILIZE PPRO ED CONNECTOR PLATES G NG IL OR EQUAL). SUB S 0 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3 AT EACH ( ) 10.2 SOILS: INTERFACE WITH SOIL. DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL " SPECIAL INSPECTION IS REQUIRED OF THE EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND ALL HOOKS SHALL BE STANDARD IN ACCORDANCE WITH ACI 318. REINFORCING SHALL NOT BE TACK ENGINEER FOR REVIEW PRIOR TO FABRICATION. SUBMITTED DOCUMENTS SHALL BEAR THE STAMP AND SIGNATURE 1704 LOAD-BEARING REQUIREMENTS PER OSSC SECIONS 1704.7.1 .7.3. _ 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. WELDED. DO NOT WELD GRADE 60 REINFORCING. OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS HIPS VALLEYS ETC. SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP VALLEY , , , AND INTERSECTION AREAS USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC. SHALL BE 5. ALL ABANDONED FOOTINGS UTILITIES ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE 7. CONCRETE PROTECTION COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: ( ) FOR A MORE DETAILED EXPLANATION OF SPECIAL INSPECTIONS AND FOR A MORE EXTENSIVE LIST OF THE (COVER) DETERMINED BY THE MAN SPECIAL INSPECTIONS REQUIRED, SEE THE OSSC, THE ARCHITECTURAL DRAWINGS AND THE PROJECT REMOVED. UFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO SPECIFICATIONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3 TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR sedl[le 6. CONTRACTOR SHALL PROVIDE FOR DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, AND FORMED SURFACES EXPOSED TO EARTH i.e. WALLS BELOW GROUND OR WEATHER ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. 6 BARS OR LARGER 2 S[ruc[urdl 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA PLYWOOD DESIGN SPECIFICATION, A 1-1 it (#5 BARS OR SMALLER) /2 INCLUDING APPLICABLE SUPPLEMENTS UNLESS NOTED OTHERWISE. PLYWOOD OR ORIENTED-STRAND BOARD OSB 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE AN WA INTERIOR FACE 3 4pf PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE JOISTS, SLABS D LLS ( ) / PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. ALL PANELS SHALL BE IDENTIFIED AS Seattle Structural PS Inc. EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: Civil and Structural Engineering PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. ALL 8. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 1420 Fifth Avenue, Suite 425 FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED ROOF: 19 32 OR 5 8 THICK 40 20 OTHERWISE. 8 WALLS 5 ® 16 HORIZ. 5 (� 16 VERTICAL 1 CURTAIN ® CENTER / ( / ) / Seattle WA 98101-4019 # # WALLS: 15/32 THICK, 32/16, OR 1/2 THICK, 24/0 206-343-3000 hone 206-343-3013 fax „ p FLOORS: 23/32 (OR 3/4 ) THICK, TONGUE & GROOVE, 48/24) CL E. STRUCTURAL STEEL ( N 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS I ALL REFERENCED CODES. N_ N-1 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS C14 AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL rn CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. N SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER SUBMITTALS �- HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. v v 3. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 AND HAVE A WELDED HEAD. EMBED ANCHOR BOLTS M A MINIMUM OF 7" INTO CONCRETE OR MASONRY. 3 r V) N ABBREVIATIONS SYMBOLS ISSUED FOR: PERMIT of (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) DATE ISSUED: 2-29-2012 N_ CMU CONCRETE MASONRY UNIT EL ELEV ELEVATION HEMLOCK-FIR LAMINATED VENEER LUMBER PP PARTIAL PENETRATION T TOP Z4 ZONE FOUR HOLDOWN REVISIONS N AB ANCHOR BOLT , HFLVL ■ ►- v, ACI AMERICAN CONCRETE INSTITUTE COL COLUMN ELEC ELECTRICAL HNG HANGER LWC LIGHT WEIGHT CONCRETE PREFAB PREFABRICATED T&B TOP AND BOTTOM • COLUMN CONTINUOUS MOMENT CONNECTIONI V ELEVATOR PROPERTY NO. DATE ISSUED CONC CONCRETE ELE ELE H HORZ HORIZONTAL PROPT&G TONGUE AND GROOVE C ADDL ADDITIONAL , .N ADJ ADJACENT CONN CONNECTION, CONNECT EMB EMBED, EMBEDDED, EMBEDMENT HP HP SHAPE M, MC MISC SHAPE PSF POUNDS PER SQUARE FOOT TEMP TEMPERATURE X o AFF ABOVE FINISHED FLOOR CONSTR CONSTRUCTION ENGR ENGINEER HS HIGH STRENGTH MAS MASONRY PSI POUNDS PER SQUARE INCH THD THREADED & AND AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONT CONTINUOUS EQ EQUAL HSS HOLLOW STRUCTURAL SECTION MATL MATERIAL PSL PARALLEL STRAND LUMBER THK THICKNESS ® AT T v 1 PAN MARK MAX MAXIMUM - ® O COLUMN BELOW L IP EQUIPMENT HT HEIGHT T PST TENSION PRESSURE TREATED THROUGH c-X BEAM CAMBER ALT ALTERNATE CONTR CONTRACTOREQU Q P 0 THRU OUG l s ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COORD COORDINATE ES EACH SIDE MECH MECHANICAL TJ TRUS-JOIST MACMILLIAN I-JOIST CL CENTERLINE + RD ROOF DRAIN INTERNATIONAL NA BUILDING MFR MANUFACTURER CP COMPLETE PENETRATION EW EACH WAY BC E 0 L BU LD G CODE TOB TOP OF BEAM � DIAMETER; ROUND APA AMERICAN PLYWOOD ASSOCIATION , IR INTERNATIONAL RESIDENTIAL 0 E MIN MINIMUM• MINUTE REF REFERENCE X C TECD T TOP OF CONCRETE; TOP OF CURB CTSK CSK COUNTERSINK, COUNTERSUNKEX E ISTINGOC NUMBER; POUND APPROX APPROXIMATE APPROXIMATELY , , # , DESIGNED BY. P v , � FP rE RINFORCE• REINFORCING _ REINF E CTR CENTER EXP EXPANSION; EXPOSED ID INSIDE DIAMETER MISC MISCELLANEOUS � TOF TOP OF FOOTING SQUARE� Q ARCH L ARCHITECT, ARCHITECTURAL ELEVATION MARK SECTION MARK c ARCHT,ARCH CU FT CUBIC FOOT EXP JT,EJ EXPANSION JOINT IF INSIDE FACE MO MASONRY OPENING REQ D REQUIRED TOL TOP OF LEDGER L STRUCTURAL ANGLE S� X DRAWN BY: BDS 04_0 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU IN CUBIC INCH EXT EXTERIOR IN INCH RFA ROBERT FOSSATII ASSOCIATES TOM TOP OF MASONRY JL DOUBLE ANGLE CHECKED BY: HSB cn N NEW RO ROUGH OPENING INCL INCLUDE; INCLUDING; INCLUSIVE ) i A T TOP OF STEEL, TOP OF STRUCTURE ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CY CUBIC YARD OS L, PL PLATE FLOOR RAIN N NORTH SW-X OWNER APPROVAL: FD L00 D INFO INFORMATION 3 AWS AMERICAN WELDING SOCIETY TOW TOP OF WALL o FDN FOUNDATION INT INTERIOR NF NEAR FACE SCHED SCHEDULE d PENNY (NAILS) FF FAR FACE, FINISHED FLOOR NEPA NATIONAL FOREST PRODUCTS ASSOC SEC, SECT SECTION TRANSV TRANSVERSE ELEVATION CALL OUT SHEAR WALL m BD BOARD D DL DEAD LOAD C � TS TUBING, STRUCTURAL � Copyright©2012 BLDG BUILDING DBA DEFORMED BAR ANCHOR FLR FLOOR; FLOOR LINE JT JOINT NIC NOT IN CONTRACT SHT SHEET np TYPICAL Seattle Structural PS Inc. o SHTG SHEATHING SHEETING Q BLKG BLOCKING DBL DOUBLE FLG, FL FLANGE NOM NOMINAL , < BM BEAM FOC FACE OF CONCRETE K KIP = 1000 POUNDS NS NEAR SIDE SIM SIMILAR UL UNDERWRITER'S LABORATORY, INC. ' SLAB DEPRESSION BMST BASEMENT DEPT DEPARTMENT FOM FACE OF MASONRY KO KNOCK-OUT NTS NOT TO SCALE SIMP SIMPSON UNO, UON UNLESS NOTED OTHERWISE [X-X ] ELEVATION ® TOP OF FOOTING rn DET DETAIL KSI KIPS PER SQUARE INCH SiSHRINKAGE JOINT c BMU BRICK MASONRY UNITS FOS FACE OF STUD URM UNREINFORCED MASONRY DF DOUGLAS FIR - oc N CENTER.N BOF BOTTOM OF FOOTING FRM FRAME 0 CE E SL68 SHORT LEGS BACK TO BACK UT ULTRA-SONIC TEST o BOS BOSOM - 3 INTERIOR SIDES DIA DIAMETER (SEE SYMBOLS) FS FULL SIZE, FAR SIDE L, LL LIVE LOAD OD OUTSIDE DIAMETER SPA SPACING, SPACE, SPACES GENERAL ( ) DIAG DIAGONAL L STRUCTURAL STEEL ANGLE OF OUTSIDE FACE SPEC SPECIFICATION V, RT VERTICAL B, BOT BOTTOM DIAPH DIAPHRAGM FT FEET, FOOT v FRAMING ARROW STEPPED FOOTING STRUCTURAL " BRG BEARING FTG FOOTING LAB LABORATORY OH OPPOSITE HAND SQ SQUARE SPAN s DICA DRILLED-IN CONCRETE ANCHOR LB POUND OPNG OPENING SS STRUCTURAL SELECT W, WF WIDE FLANGE NOTES C STEEL CHANNEL SHAPE DIM DIMENSION DN DOWN GA GAUGE, GAGE LF LINEAL FOOT OPP OPPOSITE SSL SHORT SLOTTED HOLE WD WOOD EXTENT CD CONSTRUCTION DOCUMENTS GALV GALVANIZED LG LONG OSB ORIENTED STRAND BOARD STD STANDARD W/ WITH v DO DITTOLLBB LONG LEGS BACK-TO-BACK OVS OVERSIZED HOLE STIFF STIFFENER W/0 WITHOUT W p� CG CENTER OF GRAVITY GL GLB GLUE-LAMINATED C: CGS CENTER OF GRAVITY OF STRANDS D G DRAWING , GN,GEN,GSN GENERAL STRUCTURAL NOTES LLH LONG LEGS HORIZONTAL STIR STIRRUP WABO WA ASSOC OF BLDG OFFICIALS / HOEDOWN o CIP CAST-IN-PLACE DWL DOWELS GWB GYPSUM WALL BOARD LLV LONG LEGS VERTICAL PAR PARALLEL STL STEEL WFCM WOOD FRAME CONSTRUCTION MANUAL CJ CONSTRUC11ON JOINT JOINT CONTROL GYP GYPSUM LOC LOCATION PC PRECAST STRUCT STRUCTURAL WHS WELDED-HEAD STUD / E EXISTING PERP PERPENDICULAR SUSP SUSPENDED WP WORK POINT P N I�f LONGIT LONGITUDINAL 3 CJ COMPLETE JOINT PENETRATION ( ) o CL CENTERLINE EA EACH HD HOEDOWN LSL LAMINATED STRAND LUMBER PL PLATE SYM SYMMETRICAL WT STRUCTURAL T S1 j CLR CLEAR EF EACH FACE HDR HEADER LSL LONG SLOTTED HOLE PLY, PLWD PLYWOOD SW SHEAR WALL WWF, WWM WELDED WIRE FABRIC/MESH a- GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN { PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS ® 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND ® 12"oc 10"oc AT FLOORS TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS @ 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS AND EDGE CLIPS. PROVIDE SOLID BLOCKING AT ALL EDGES ONLY WHERE NOTED ON PLANS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d ® 6"oc, NAIL z WITH 1 O ® 12 itoc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING LL! EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. C� SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. O O z 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE J O PRESSURE-TREATED WITH ALKALINE COPPER QUATERNARY ACQ . ALL INTERIOR INCLUDING CRAWLSPACES) WOOD U W (D MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH SODUIM BORATE > W SBX . PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS,n , LU L J � BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH ACQ 3: ® O PRESSURE-TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS � Q MISTAKENLY USED IN INTERIOR CONDITIONS, G185 (-HOT-DIP- GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) Q z LL/ ry METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER w Ur NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. Uj METAL CONNECTORS 1/2 INS" THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED z OTHERWISE BY THE ARCHITECT. 0 u- 6. WOOD FASTENER NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: Q W Qs 6.1 NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES z Q V REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, DUBLIN, CALIFORNIA. EQUIVALENT DEVICES BY OTHER A BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO O z ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD m I CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE O SPECIFIED FASTENERS. (Y) - 6.2 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2-1/2- MINIMUM LENGTH 10d = .148 DIAMETER x 3» MINIMUM LENGTH 16d = .148 DIAMETER x 3-1/4" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = 11-1/2 GAGE x 2-3/8" 1 O = 11 GAGE x 2-7/8" 16d = 9 GAGE x 3-1/4 it PRpFF 7. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: ��I N,6F ss�o 7.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM 75057P STANDARDS OF THE OSSC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE 2010 OSSC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL y cn OREGON �� z o F.o O o DRAWINGS. F 1 quo MBER �� 7.2 WALL FRAMING: ALL STRUCTURAL (SHEAR WALLS AND BEARING) STUD WALLS SHOWN AND NOT s C 0 T I OTHERWISE NOTED SHALL BE 2x4 STUDS ® 16"oc AT INTERIOR WALLS AND 26 STUDS ® 16" AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL EXPIRATION DATE: 12-31-2013 OPENINGS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 20 STUD WALLS ANDA 3 2x8 HEADER OVER ALL OPENINGS IN 26 WALLS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 8' IN HEIGHT UNLESS SHEATHING IS CONTINUOUS FROM SILL PLATE TO TOP PLATE. ALL STUD WALLS SHOWN ON STRUCTURAL DRAWINGS SHALL HAVE THEIR LOWER PLATES ATTACHED TO { WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5/8" Seattle DIAMETER ANCHOR BOLTS AT 4'-0"oc, UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. Structural 7.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING ® 8'-0"oc (APPROXIMATELY Seattle Structural PS Inc. BEARING POINTS. COORDINATE THE SIZE CENTERED IN THE JOIST BAY IF POSSIBLE AND SOLID BLOCKING AT ALL BEA G Civil and Structural Engineering 9 9 AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 1420 Fifth Avenue, Suite 425 TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO Seattle, WA 98101-4019 FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE 206-343-3000 phone 206-343-3013 fax a- T FLUSH MEMBERS WITH U-SERIES JOISTS BEAMS AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED 0 LUS o JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND»SLOPE ALL CONNECTORS AS REQUIRED. FACE-NAIL ALL 6i MULTI-JOIST BEAMS TOGETHER WITH 16d SPIKES ® 24 oc STAGGERED. 1 7.4 ELECTRICAL, MECHANICAL, PLUMBING AND ARCHITECTURAL SYSTEMS: ALL ELECTRICAL, MECHANICAL, N PLUMBING AND ARCHITECTURAL SYSTEMS INCLUDING VERTICAL TRANSPORTATION SYSTEMS, EXTERIOR FINISHES AND CLADDING SYSTEMS) SHALL BE DESIGNED FOR SHRINKAGE OF 1/2- PER FLOOR ABOVE THE UPPERMOST 0 CONCRETE FLOOR LEVEL. rn `~ THE TOTAL ESTIMATED SHRINKAGE FOR VARIOUS HEIGHT BUILDINGS ARE AS FOLLOWS: L STORIES TOTAL ESTIMATED SHRINKAGE v 1 1/2- V 2 1" m rn PARTIAL HEIGHT SYSTEMS SHALL BE DESIGNED FOR PROPORTIONAL SHRINKAGES. 3 -° LARGER THAN NORMAL FLOOR TO FLOOR HEIGHTS, MOISTURE CONTENT OF FRAMING LUMBER WHEN CINSTALLED, TYPE OF FRAMING AND OTHER FACTORS MAY INFLUENCE THE ACTUAL SHRINKAGE. m N ISSUED FOR: PERMIT o G. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (OSSC SECTION 1705) POST PER PLAN DATE ISSUED: i 2-29-2012 N 1. THE SEISMIC-FORCE-RESISTING SYSTEMS COVERED BY THIS PLAN INCLUDE: REVISIONS N SIMPSON PB POST BASE IF TREATED WOOD; v, 1.1 WOOD ROOF DIAPHRAGM, DRAG BEAMS, AND THEIR CONNECTIONS SIMPSON PBS POST BASE IF NOT TREATED NO. DATE ISSUED c w 2. TESTING 0 L 2.1 WOOD CONSTRUCTION: WOOD MEMBERS AND THEIR METAL CONNECTORS SHALL BE STAMPED AS v DESCRIBED IN THE "CARPENTRY" SECTION OF THE STRUCTURAL NOTES. C",11 12x12 MIN. (16x16 MAX.) CONC. PLINTH v 3. SPECIAL INSPECTION SHALL BE CARRIED OUT AT FREQUENCY DESCRIBED AND FOR THE MATERIALS - w/ (4)#5 VERT. & #3 TIES ® 8"oc DESIGNED BY: FPP 0 `�' DRAWN BY: BDS DESCRIBED IN THE STRUCTURAL NOTES. INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW. CHECKED BY: HSB il�, 11.-1►(-111- iil_,�, ,l -Ili 4. REQUIRED SERVICES OF CONTRACTOR {-1l,-1 i-1II_I !( OWNER APPROVAL: c Q .. ., 3 O j 4.1 THE CONTRACTOR SHALL PROVIDE THE MATERIALS SUBMITTALS TO THE ENGINEER FOR APPROVAL. z Copyright©2012 _I M Seattle Structural PS Inc. a T THE o CLR, TYP 4. THE CONTRACTOR SHALL PROVIDE COPIES OF THE SPECIAL INSPECTION AND TESTING REPORTS 0 E U 2 ECO ( ) #3 5 EA. WAY / ENGINEER FOR REVIEW. rn C 04.3 AS REQUIRED, THE CONTRACTOR SHALL CONSULT THE ENGINEER ON THE INTENT OF THE GENERAL 4 ° CONSTRUCTION DOCUMENTS. r STRUCTURAL 4.4 THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR STRUCTURAL MODIFICATIONS REQUIRED TO MEET " NOTES UNFORESEEN FIELD CONDITIONS. 3'-0" SQ. v a� 4.5 THE CONTRACTOR SHALL SUBMIT A "STATEMENT OF RESPONSIBILITY" PER OSSC SECTION 1705.3 TO o THE OWNER AND THE BUILDING OFFICIAL WHICH INCLUDES, BUT IS NOT LIMITED TO, A STATEMENT THAT N HE/SHE/THEY HAVE REVIEWED THE QUALITY ASSURANCE PLAN. TYPICAL EXTERIOR COLUMN FOOTING 0- 20 S2 m NTS a: I I ( 1 i WHERE DIAGONAL BRACE 2x4 DIAG BRACE @ 8'-0"oc F2x CONT. BLKG w/ I 3 16d EACH END (3) 10d TO DIAPHRAGM LENGTH EXCEEDS 6'-0", PANEL EDGE NAILING w _ / O ATTACH 2x4 LATERAL PER PLAN TO BLOCK I BRACE AT MID—SPAN w/ 2 16d TO EACH DIAGONAL SHEATHING PER PLAN I j 2x4 @ PANEL EDGE NAILING I z '— " 1 BAY 2x BLKG. Z 4 0 oc ( ) PER PLAN W " w 2 16d AT BRACE w A34 TRUSS PER MFR (12) 16d � 3 oc STAGGERED 2x4 (� 24 oc / ( ) / 1 AT EACH SIDE OF SPLICE EA. END EACH END ( ) BAY 2x BLKG. U) » EACH SIDE ; 16d @ 12 oc STAGGEREDi X ® O z TOP CHARD ELSEWHERE CONT. 2x4 TRIM FOR � SPLICE (� W CD FIRM BRG. i > W ! LU Ljj 0, 3 I MAIN ROOF _ ® O 3 FRAMING 16d PER PLAN 2x BLKG. AT TO BLKG. � p TRUSS z A35 @ EACH SIDE PER E BOTTOM CHORD MAIN ROOF JOISTS PER MFR. ' SHEARWALL SCHEDULE Q < SPLICE w/ (3) 16d PER BLOCK INTERIOR 1 I W W O I — TO JOIST BELOW �. „ 1 I Z 16d@8oc A34 @ 48 oc I O [� LL 0 2x6 DIAGONAL DIAPHRAGM 2x8 TOP PLATE ACROSS " » TRUSS PER PLAN i 1- 2x4 24 oc PARTY WALL BOTH WALLS. ATTACH TO Q EDGE NAILING BRACE @ 48 oc — — — — ATTACH TO BLKG. w/ PER PLAN I PLATES BELOW PER i 0. 16d NAILS A34 TO 16d TOENAILS @ 8 oc SHEARWALL SCHEDULE. I z Q — (5) , U WALL TOP PLATE AND TRUSS TO PLATE 6'-0" MIN. BETWEEN SPLICES MAIN ROOF H2.5 TO TRUSS j FRAMING BOTTOM CHORD SHEATHING AND SHEAR z SPLICE TO OCCUR AT WALL EDGE NAILING PER F A34 TO PLATE SHEAR WALL SCHEDULE j 0 VE RT. STUD TYP. ( ) PROVIDE 2x6 ® EDGE I CD EDGE DETAIL OF co 1DTYPICAL TOP PLATE SPLICE DETAIL DETAIL DETAIL NTS 2 NTS 3 NTS 4 NTS { I SHEATHING AND SHEAR WALL EDGE NAILING » PER SHEAR WALL SCHEDULE 16d @ 8oc TYP. AT BUILT UP STUDS i P R OFFS HOLDOWN STUDS PER SHEAR WALL SCHEDULE (HEM FIR LUMBER) i �� N EF sio SCHEDULE U - 3 STUDS `� j 75057P BLOCKING _ MIN. TYP. SHEATHING (NOTES 1,2,3,4,8) ALLOWABLE / LATERAL TIE WALL PLATE TO » STUDS 5 SHEAR FDN PLATE � A R 8 ANCHOR MARK PLATE OR BLOCKING NAILING � MIN cn OREGON PANEL EDGE NAIL (MIN) MIN y o CAPACITY APPLICATION BOLT SPACING (MIN) H WN STRAP PER PPLiC ON NOTE 5 NOTES 5 9 NOTE 7 T OLDO ( ) SPACING NOTE 9 F z NOTE 7 10 ! 0 Uj o STRAP CONNECTOR OF STUDS ( ) PLF NOTE 7 q M PLAN WRAP AROUND HOEDOWN ) a BER o � =Q BEAM BELOW, CENTER LENGTH TO STUDS OR POST SW-6 ONE SIDE 10d @ 6"oc LTP4 @ 24"oc 16d (� 6"oc 48"oc 250 2x 2x { s C o 1 STRAP ON STUDS) REFER EXPIRATION DATE: 12-31-2013 TO TABLE FOR STRAP SW-4 ONE SIDE 1 O @ 4"oc LTP4 @ 16"oc 16d @ 4"0c 32"oc 350* 2x 2x NAILING AND LENGTH MSTC28 2'-4" (16) 16d SINKERS (2) 2x SW-3 ONE SIDE 1 O @ 3"oc LTP4 @ 12"oc 16d @ 3"oc 32"oc 470 3x 3x MSTC40 3'-4)p (36) 16d SINKERS (2) 2x SW-44 BOTH SIDES 10d @ 4 0 LTP4 @ 8 0 N/A 24"oc 660 2x 3x j MSTC52 4'-4" (48) 16d SINKERS (3) 2x (NOTE 6) _ SW-33 BOTH SIDES 10d @ 3 0 LTP4 @ 6 0 N/A 16"0c 940 3x 3x ! (NOTE 6) Seattle SW-22 BOTH SIDES 10d @ 2 oc LTP4 @ 5 oc N A 12 oc 1100 3x 3x HEADER PER PLAN / NOTE 6 ! S[ruc[ural HOLDOWN STRAP PER PLAN (WRAP AROUND BEAM ABOVE, CENTER ALLOWABLE VALUE IS REDUCED FROM IBC TABLE FOR FRAMING SIZE. { Seattle Structural PS Inc. STRAP ON STUDS) REFER TO I En FOR STRAP NAILING AND LENGTH NOTES: Civil and Structural Engineering 9 9 „ ! 1420 Fifth Avenue, Suite 425 1. SHEATHING SHALL BE 1 2 OR 15 32 APA RATED CD GRADE PLYWOOD OR ORIENTED—STRAND BOARD O.S.B. . HOEDOWN STUDS PER / / ( )' TYP UNOI Seattle, WA 98101-4019 SCHEDULE (2) 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. j 206-343-3000 phone 206-343-3013 fax S DS MIN. TYP. 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. { TU � I LO 4. PROVIDE 1 O @ 12 oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. - o I N DETAIL 5. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE _ I 5 NTS PLATES OVER APA RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES. A35 FRAMING N ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING SHOWN ABOVE. I 6. WHERE SHEATHING IS APPLIED TO BOTH SIDES, STAGGER PLYWOOD JOINTS SO THAT JOINTS ON EACH SIDE OF THE WALL DO NOT OCCUR AT THE SAME STUD. PROVIDE 3x o BLOCKING FOUNDATION PLATES FOR ALL DOUBLE SHEATHED WALLS. � SHEATHING AND SHEAR WALL EDGE N 7. IN SEISMIC DESIGN CATEGORIES D, E & F, PROVIDE 3x STUDS, BLOCKING, AND FOUNDATION SILL PLATES IN SHEAR PANELS WHERE THE ALLOWABLE SHEAR VALUES EXCEED j NAILING PER SHEAR WALL SCHEDULE 350 POUNDS PER LINEAR FOOT. IN OTHER SEISMIC DESIGN CATEGORIES USE 2x STUDS FOR ALL SHEAR WALL TYPES UNLESS NOTED OTHERWISE ON PLANS AND USE HOEDOWN STUDS OR POST , UP TOY OF FLAT SHIM MAY BE 3x BLOCKING FOUNDATION PLATES FOR DOUBLE SHEATHED WALLS ONLY. 2 PER PLAN 2 2x MIN. / L PLACED HERE TO AID IN SHEAR WALL EDGE NAILING AT ANCHOR CONNECTORS # OF STUDS EMBEDMENT 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, INSTALLATION OF HOLDOWN HOLDOWN TO HOLDOWN OR DOORWAYS. PROVIDE HOLDOWNS PER PLANS AT EACH END OF WALL UNO. PROVIDE EDGE NAILING TO STUDS GRIPPED BY HOLDOWN. ( ) Z EACH HOEDOWN STUD OR POST T � �, BOLT � STUDS OR POST DEPTH m 9. NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE. I RECESS BOLTS AT j II II — � PNEUMATIC NAILING PLAIN SHANK COATED OR GALVANIZED � I , END WALL CONDITION HDU2 5 "0 6 SDS "SCREWS 2 2x 8" 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH CONNECTORS TO HOEDOWN I I I ( 10d = .148 DIAMETER x 3 MINIMUM LENGTH ! � I I I I I I STUD AS REQUIRED BY MFR. HDU4 5/"0 (10) SDS 2Y"SCREWS (2) 2x 9" 16d = .148 DIAMETER x 3-1/2 MINIMUM LENGTH N II II II SEE SCHEDULE HAND NAILING SINKERS COATED ISSUED FOR: I _ " PERMIT o I I I I HOEDOWN PER PLAN HDU5 %"� (14) SDS 2Y"SCREWS (3) 2x 10" 8d — 11-1/2 GAGE x 2„3/8 I I I I I 10d = 11 GAGE x 2-7/8„ DATE ISSUED: 2.29.2012 N1-011 - 3-1/4 „ 16d 9 GAGE x N I I SLAB PER PLAN HDU8 / (20) SDS ZY SCREWS 4x6 1I REVISIONS 1 I 10. WHERE 3x BOTTOM PLATES ARE REQUIRED, USE (2) 20d END—NAILS OR (4) 8d TOE—NAILS FOR PLATE TO STUD NAILING. 1. o, FRAMING CONTINUOUS ” „ { HDU11 1 4X6 1 —2 I NO. DATE ISSUED WHERE OCCURS (30) SDS 2Y SCREWS 11. CRITERIA. 2010 OSSC TABLE 2306.4.1 DOUG FIR LUMBER o » , L _ I CONCRETE MINIMUM � HDU14 1 � (30) SDS 3 SCREWS 6x6 1 4 2500 ps CO I „ 3 I ASTM A307 ANCHOR BOLTS WITH 2/ EDGE DISTANCE IN CONCRETE AND 7 MINIMUM EMBEDMENT. • • • • 12. WHERE SEISMIC—RESISTING SHEAR WALLS HAVE HEIGHT—TO—WIDTH RATIOS GREATER THAN 2:1, ALLOWABLE SHEAR VALUES HAVE BEEN REDUCED IN THE CALCULATIONS o �, ACCORDING TO IBC TABLE 2305.3.3, FOOTNOTE A. DESIGNED BY: FPP t � P WASHERS AT ALL ANCHOR BOLTS BETWEEN THE NUT AND THE SILL PLATE. DRAWN BY: INSTALL 3x3 LRA 13. xY BDs 16d @ 8oc TYP. „ o — CHECKED BY: HSB �, I 14. HOT DIP GALVANIZE ALL NAILS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD. { AT BUILT UP STUDS OWNER APPROVAL: c I 3 o CAST—IN—PLACE HEADED l i ANCHOR BOLT AND WASHER, � Copyright©2012 o Seattle Structural PS Inc. Q OR ALL THREAD WITH HEAVY I U 1 / HEX NUTS AND WASHER I SEE TABLE FOR EMBED DEPTH 5 I . I c I STRUCTURAL O L U I DETAILS TYPICAL HOLDOWN SHEARWALL SCHEDULE (DOUG FIR LUMBER) .� 11 NTS NTS { a� { c I v 3 IS3 m - ! I WHERE HEADER INTERRUPTS TYP. COORDINATE PLACEMENT OF PANEL EDGE NAILING BOTTOM PLATE ATTACHMENT PER SHEAR WALL SCHEDULE DOUBLE TOP PLATE, PROVIDE HEADERS WITH ARCH. PER PLAN (MIN. 16d @ 8 o AT ! LSTA24 EACH END DRAWINGS; IN GENERAL BOTTOM PLATE PLACE HEADERS LOW ONLY PANEL EDGE NAILING NON—SHEAR WALLS) ATTA HM NT PER PER PLAN TYP. DOUBLE TOP PLATE AT DOOR AND WINDOW SHEAR WALL SCHEDULE PANEL EDGE NAILING OPENINGSSHEATHING AND SHEAR LSTA15 @ 32"0c SHEATHING AND WALL EDGE NAILING PER (MIN. 16d @ 8"oc AT SHEATHING AND SHEAR WALL PER PLAN TO BLKG. JOIST TO JOIST TOPPING PER PLAN SHEAR WALL SCHEDULE NON—SHEARWALLS) EDGE NAILING PER SHEAR SHEATHING AND TOPPING WALL SCHEDULE SHEATHING AND TOPPING PER PLAN C� Z Z A35 CLIP ANGLE PER PLAN / (4) 6d TO : .. . ......... . : : ...:..:....,. ... .. .: :: I WRIM JOIST w1 j — A EXTERIOR BLKG. AND CONNECTION TO TETE 0 RIM JOIST w/ (2) 16d TO ! U) a. HEADERS OVER TOP PLATE BELOW PER JOIST. CONNECTION O O Z A WA REDUCE MIN. SHEAR LL SC 6 -0 IN LENGTH ( J TO TOP PLATE BELOW PER � SHEAR WALL SCHEDULE 16d TOENAILS @ 8 oc , V W � (6) 16d MIN. AT NON-SHEAR WALLS) W 16d TOENAILS @ 8 ocJOISTS PER PLAN(MIN. W � REFER ARCH. REFER AT NON-SHEAR WALLS W - - w = O TYP. 2x BLKG @ 48 oc ARCH. T— STUDS A34 AT BLKG TO PLATE �-- � i I JOIST PER PLAN I I-® 0! JOIST PER BEAM PER PLAN x �,, AND H2 BETWEEN ! Z — Q Q I HEADER PER PLAN BLOCKS BOTTOM W PLAN � i C7 X I (2) 8d EA. JOIST _ F LB HANGER (SIZE TO PLATE ! Z\��HEADER PER PLAN WHERE 16d @ 8 oc, TYP. _ ! O TPR TO MATCH JOIST) HEADER PER PLAN WHERE OCCURS. REFER TYPICAL TRIM STUD POS E AT BUILT UP STUDS OCCURS. REFER TYPICALHEADER DETAILS) U)( PLAN, (PROVIDE MIN. (2) HEADER DETAIL(S) i Z Q ~ 2x STUDS AT HEADERS O OVER 6'-0" IN LENGTH I® I TYPICAL EXTERIOR WALL I O Z I � � TYPICAL HEADER DETAIL TYPICAL SAWN JOIST FLUSH BEAM CONNECTION (SAWN JOISTS PERPENDICULAR) TYPICAL EXTERIOR WALL (SOLID SAWN PARALLEL ; m O 4 3 co 1 NTS 2 NTS NTS NTS i i I PER ARCH NON—STRUCTURAL WALL PER ARCH. DWG. BOTTOM PLATE ATTACHMENT PANEL EDGE NAILING PANEL EDGE NAILING TO BLKG. PER SHEAR WALL PER PLAN PER PLAN PANEL EDGE ! SCHEDULE (MIN. 16d @ 8 ocBOTTOM PLATE ATTACHMENTNAILING PER PLANPER SHEAR WALL SCHEDULE 2x BLKG. CONNECTION � — „ AT NON SHEAR WALLS) 16d @ 8 oc AT NON— (MIN. TO TOP PLATE BELOW PER 2x BLKG. ATTACH PER I PR DF SHEAR WALLS) SHEAR WALL SCHEDULE. SHEAR WALL SCHEDULE G N Fss, 2x BLKG. ATTACHMENT TO (MIN. 16d TOENAILS @ 8 0c RIM JOIST PLATE W PER AT NON-SHEAR WALLS 75057P TOP L E BELO E ) w/ (2) 16d TO SHEAR WALL SCHEDULE JOIST OREGON SHEATHING AND TOPPING y tP fid- z o A O o MIN. 16d TOENAILS @ 8( 2)oc SHEATHING AND TOPPING I rF N' PER PLAN q� MBER� AT NON—SHEAR WALLS) PER PLAN ! ° s c o 1� ..: .. . i ••• EXPIRATION DATE: 12-31-2013 I I I - JOIST PER PLAN SHEATHING AND SHEAR WALL I r EDGE NAILING PER JOIST PER PLAN Sea SHEATHING AND SHEAR WALL JOIST PER PLAN SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR REFER ARCH. DWGS. FORI s[ruclural HEADER PER PLAN SHEATHING AT NON-SHEAR WALLS CANTILEVER [Ile I WALL SCHEDULE ) PER ARCH SHEATHING AND SHEAR i Seattle Structural PS Inc. WHERE OCCURS i (REFER ARCH. DWGS. 2x BLKG. EACH SIDE 2-6 MAX WALL EDGE NAILING PER Civil and Structural Engineering REFER TYPICAL 9 FOR SHEATHING AT PARTY WALL (WHERE OCCURS @ 48 oc w A34 r 1420 Fifth Avenue Suite 425 HEADER DETAIL(S) TO) / SHEAR WALL SCHEDULE , NON—SHEAR WALLS I _ PLATE BELOW (REFER ARCH. DWGS. Seattle, WA 98101 4019 FOR ADDITIONAL 206-343-3000 hn 206-343-3013 fax o e INFORMATION FOR SHEATHING AT ip m NON-SHEAR WALLS ! _ o N TYPICAL INTERIOR WALL (SOLID SAWN PERP. ) PARTY INTERIOR WALL SOLID SAWN DETAIL 67 8 NTS NTS NTS N_ ! \ I N I N I PRESSURE TREATED SILL j PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE MIN. Cn 00 2x SILL PLATE w/ 5/"0 „ 3 ANCHOR BOLTS @ 48 0c w/ PLATE WASHERS 3x3xY; I N — — 'D' 2x 'H' EMBED MIN. 7" INTO CONCRETE I . . AT NON—SHEAR WALLS) I ISSUED FOR: PERMIT NCONCRETE WALL SHEATHING AND SHEAR 0 SHEATHING AND SHEAR WALL INSULATION WHERE OCCURS, I DATE ISSUED: I CORNER BARS TO WALL EDGE NAILING PER I 2-29-2012 y' EDGE NAILING PER SHEAR PRESSURE TREATED SILL (REFER ARCH. DRAWINGSMATCH EXTERIORCORNER BARS TO ) io SHEAR WALL SCHEDULEREVISIONS N HORIZ REINF MATCH CROSS WALL WALL SCHEDULE REFER PLATE AND ATTACHMENT PER HORIZ REINF ARCH. DWGS. FOR SHEATHING SHEAR WALL SCHEDULE (MIN. I No. DATE ISSUED N ADDITIONAL (ALT HOOKS) ADD (1) #5 — 5 „ #4 @ 12 oc (VERT.) SLAB ON GRADE ! N DIAGONAL IN WALL AT NON SHEAR WALLS 2x SILL PLATE w O o VERT BARS ALTERNATE HOOKS PER PLAN CROSS WALL U ANCHOR BOLTS @ 48 oc w I SLAB ON GRADE / i p X PLATE WASHERS 3x3xY• z .. 4, CURTAIN PER PLAN PLAN @SINGLE CUR i ..� Q — I x x x x Jil- , CD , EMBED MIN. 7 INTO CONCRETE DESIGNED BY: FPP i_ v I I - AT NON-SHEAR WALLS) i I ; - ; "°o ° o �`o�c� ( DRAWN BY: BSS DO oo Co c o NORMAL FOOTING � , __ CHECKED BY: HSB N -T REINFORCING PER �!,� OWNER APPROVAL: c , ! 3PLANS x x x—�•�-x x x i !, P ANS AND SCHED » o ADDITIONAL VERT BARS L _ L c III °o° � c ,°o �� o #4 @ 12 oc (HORIZ.) I Copyright©2012 m C � o Cha O o I I i CORNER BARS TO =i i_,t I_ -. ° G �o°o�c,��; ° o _I Seattle Structural PS Inc. o C a CORNER BARS TO MATCH CROSS WALL ADD BARS TO - = i 4 CONT. BOT. MATCH EXTERIOR -HORIZ REINF �� _ i (2) # A i MATCH NORM L � , � I, ,, , -��TI�� , J HORIZ REINF REINFORCING _ 'N CORNER BARS TYP o 0 CROSS WALL _ , - — STRUCTURAL L LINE OF EXCAVATION �, 2 0 ,_ _ _ (2) #4 CONTINUOUS DETAILS U » FOOTING DRAIN � NATIVE SOIL OR _:�I i-,�wl I s--� BOT. I _I NORMAL FOOTING REFER ARCH. CIVIL STRUCTURAL FILL cv „ REINFORCING PER ATR 4 8 4 PLAN @DOUBLE CURTAIN , OR CONTRACTOR 0 I v PLANS AND SCHED NOTE: PARTY WALL @ SIM. DESIGN I O TYPICAL CORNER BAR ARRANGEMENT CONCRETE WALL TYPICAL STEPPED FOOTING TYPICAL INTERIO TION THICKENED SLA'�B DETAIL 121 S4 9 10 11 NTS i NTS NTS NTS i a: PER ARCH. DWG. PANEL EDGE NAILING PER PLAN 2x RIM JOIST '- " ANEL EDGE NAILING 2 0 MAX. A35F, SPACING PER BLKG. PER PLAN TO BLKG. PLATE w/ CONNECTION TO TOP PLATE BELOW (3) 16d PER A34 EACH END OUTLOOKER ON SHEAR WALL SCHEDULE AT BRACE BAY BLKG. -T NON-BEARING WALL SEE ARCH DRAWINGS X + + JOISTS PER PLAN + + V X X X 16d (� 16"oc TO BLOCKING 2x4 OUTLOOKER @ 24 �. O.C. w/ A34 TO FIRST GABLE ENDy \ 0 Z TRUSS H2.5, TOP TRUSS AND H2.5 @ 48 I Z W O.C. T A N TR PER MFR. I „ O C O GABLE END USS 1 2x BLKG @ 48 U) 2x BLKG. CONNECTION TO TOP O.C. (3 BAYS AT �- BRACE, 2 BAYS ® O Z 2x SOLID BLOCKING PLATE BELOW PER SHEAR WALL AT OUTLOOKER � J O » SCHEDULE MIN. 16d TOENAILS w ( 0 24"0C w 2 16d EA. END „ U � O w H2 BETWEEN TO JOISTS @ 8 oc AT NON-SHEAR / � W WALLS) BLKG. TOP W W Q! WALL PARALLEL TO FLOOR FRAMING NON-BEARING WALL SHEATHING AND TRUSS PER �— SEE ARCH DRAWINGS MFR. z � SHEAR WALL EDGE I- Z JOISTS PER PLAN 16d ® 16 ofoc TO BLOCKING NAILING PER SHEAR Q w a WHERE DIAGONAL BRACE LENGTH EXCEEDS 6 -0 WALL SCHEDULE � V 2x BLOCKING w/ (2) 16d ATTACH 2x4 LATERAL BRACE AT MID–SPAN W EACH END TO JOISTS 16d TOENAILS @ w/ (2) 16d TO EACH DIAGONAL IL » o � 8 oc TO PLATE O 26 DIAGONAL BRACE @ 48"oc ATTACH TO TOP BLKG. > DO NOT BREAK wl (5) 16d NAILS A34 TO WALL TOP PLATE AND H2.5 TO END U) 0. II-_ Z SHEATHING AT PLATESQ 0 TRUSS BOTTOM CHORD 4 WALL PERPENDICULAR TO FLOOR FRAMING I® TYPICAL NON-STRUCTURAL WALL SUPPORT 0 0 Z (BOTTOM) TYPICAL EXTERIOR GABLE END WALL (STANDARD TRUSS) m � 13 0 NTS NTS M EDGE NAILING PER SHEAR WALL SCHEDULE PRpFFs NOTES: \G I N EF s% 75057P 1. WHERE NO STUD TO STUD NAILING IS INDICATED, NAIL STUDS TOGETHER WITH 16d @ 8"0c y cn OREGON `�iOrF ��`�° q ER ' WIDTH EDGE NAILING 2. ADDITIONAL STUDS REQUIRED AS HAILERS, ETC. 9� s C 0 11 FACE NAIL PER PER SHEAR WALL ARE NOT SHOWN. EXPIRATION DATE: 12-31-2013 MAX. DIAMETER SHEAR WALL SCHEDULE SAW CUT OF BORED HOLES SCHEDULE 3. SEE SHEAR WALL SCHEDULE FOR SHEATHING NAILING MIN %» REQUIREMENTS. EDGE DIST O 4. SEE BEARING WALL SCHEDULE FOR MINIMUM STUD SIZE AND CIRCULAR (TYP) BORED HOLES ARE TO BE SPACED AT SPACING. (VERIFY ACTUAL SIZE WITH ARCHITECTURAL) NOTCH — STUD LEAST A STUD WIDTH PARTY WALL TO EXTERIOR WALL seallie I WIDTH FROM A CUT OR NOTCH s1ruc[ural VEE NOTCH el r Seattle Structural PS Inc. MAX DEPTH EDGE NAILING Civil and Structural Engineering PER SHEAR WALL FACE NAIL 1420 Fifth Avenue, Suite 425 LET-IN MIN DEPTH BORED HOLES ARE TO PER SHEAR WALL Seattle, SCHEDULE WA 98101-4019 NOTCH BE SPACED AT LEAST SCHEDULE 206-343-3000 phone 206-343-3013 fax °� TWICE THE DIAMETER EDGE NAILING O OF THE LARGEST HOLE N EDGE NAILING PER SHEAR WALL PER SHEAR WALL I SCHEDULE SCHEDULE N o EDGE NAILING PER SHEAR WALL N A. CUTTING AND NOTCHING WOODFACE NAIL STUDS SCHEDULE PER SHEAR WALL (DO NOT NOTCH MORE THAN 3 ADJACENTS w/o REVIEW BY ENGINEERS SCHEDULE L BEARING WALL STUDS ° TABLE NO. 1 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER SHEATHING PER PLAN U in SIZE EDGE CUT OR NOTCH CUT OR NOTCH NOTE: _ PARTY WALL TO INTERIOR WALL VARYING WALL SIZE PANEL EDGE NAILING REFER ARCH. DWGS OR CONTRACTOR Cn 2"x4" 1" 2 1/2" DESIGN FOR VENTING REQUIREMENTS. 3 � » PER PLAN. » » 2 x6ss / 4 1-1 2 0J/2 0 MAX. @ 6 oc• DO NOT �i � 2x BLKG. ATTACHMENT TO INTERRUPT NAILING) N NON-BEARING WALL STUDS 04 TABLE NO. 2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER TOP PLATE BELOW PER ISSUED FOR: PERMIT o EDGE NAILING SHEAR WALL SCHEDULE I SIZE EDGE CUT OR NOTCH CUT OR NOTCH EDGE NAILING N DATE ISSUED: 2-29-2012 „ PER SHEAR WALL (MIN. 16d TOENAILS @ 0 PER SHEAR WALL o 2 x4 1-5/8 1-7/8 _ SCHEDULE REVISIONS N 8 oc AT NON. SHEAR 2"x6" 2-1/2" 3" SCHEDULE WALLS c ) NO. DATE ISSUED o B. BORED HOLES IN WOOD STUDS FACE NAIL BEARING WALLREFER ARCH. PER SHEAR WALL STUDS MAY BE BORED NOT IN EXCESS OF 40% OF THE STUD WIDTH. BORINGS SCHEDULE SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. DESIGNED BY: FPP 0TABLE NO. 3 STUD MAX. DIAMETER MIN. EDGE DISTANCE EDGE NAILING DRAWN BY: Bis 0 0 PER SHEAR WALL E SIZE OF BORED HOLE AFTER BORINGCHECKED BY: Hs6 FACE NAILSJPER02x4 1-5/8 5/8 EA SIDE OF HOLE SHEAR WAL it SCHEDULE TRUSS PER MFR. OWNER APPROVAL: 2"x6" 2-1/2 5/8" EA SIDE OF HOLE SCHEDULE Copyright ri ht @ 2012 o Seattle Structural PS Inc. Q NON–BEARING WALL HI AT EA. TRUSS U / STUDS MAY BE BORED NOT IN EXCESS OF 60% OF THE STUD WIDTH. BORINGS WALL INTERSECTION WALL CORNER SHEATHING AND SHEAR ` SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. PER ARCH. co WALL EDGE NAILING PER I- TABLENO. 4 STUD MAX. DIAMETER MIN. EDGE DISTANCE SHEAR WALL SCHEDULE DETAILS ° SIZE OF BORED HOLE AFTER BORING (REFER ARCH. DWGS. 2"x4" 2-1/4" 5/8" EA SIDE OF HOLE FOR SHEATHING AT 2"x6" 3-5/8" 5/8" EA SIDE OF HOLE TYPICAL. EXTERIOR WALL NON–SHEAR WALLS) C 0 TYPICAL NOTCHED STUD TYPICAL WALLINTERSECTIONS (ROOF TRUSS PERPENDICULAR) - 9 10 12 3 ° NTS NTS NTS S5 0 m -------------- -- - -- - - _ EDGE NAIL FULL HT 4` L FTG LSTA24, TYP PRESSURE-TREATED 2x ATTACH Z RISER & TRE I TO CONC. w Yx6 TITEN HD ® SEE ARCH z z / W 24 oc (MIN. (3) EACH STAIR). w ® O z U212 HANGER TYP 2 0! O A35 ® EACH WU 0 STRINGER STRINGER >W W � I PER PLAN W� NOTCHED STRINGER 412 LANDING JOIST OR SHEAR WALL = f— STRINGER 412 FLOOR JOIST PER PLAN PER PLAN 8" MIN HEADER Q PER PLAN W Q O ( � / O O D O D O O qq�� pO�� O OOOVOO OO OOOVOOpOO 2c> • • LU U212 HANGER 8 MIN �- 1 LANDING JOIST OR ��,,, FLOOR JOIST • BLOCKING O HEADER 0 STRAP I- Q . }- SIMP 'U' HANGER PER PLAN U) C SLAB ON GRADE z Q U 1'-2" �— Z TYPICAL BASE OF STAIRS STAIR LANDING STAIR LANDING TYPICAL STRAP @ SHEAR WALE OPENING C) m � 12 3 4 NTS NTS NTS NTS P R 0,ce �,�G`NFF sem° 75057P y N OREGON �� z F ��FMBER scoj� 0 EXPIRATION DATE:12-31-2013 Seattle Structural Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 u Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax 0 CV N_ O 0) N i v V m c0 0) I ISSUED FOR: PERMIT Cq0 N DATE ISSUED: 2-29-2012 r N REVISIONS CD NO. DATE ISSUED C .N co 0 L U v t v DESIGNED BY: FPP v DRAWN BY: BDS c .° CHECKED BY: HSB c OWNER APPROVAL: 3 O L_ Copyright @ 2012 o Seattle Structural PS Inc. U STRUCTURAL 0 0 DETAILS - 4-, - v s � C 0 +- C 3 0 S6 m o: