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Plans (6) 2 BUP2012 - 0 0037 RECEIVED Mk y 0 MY OF TIGARD BUILDING DIVISION 30 =UNITV_ C Ty 1 0 F I GAORwo' OREGON w `: A, j , _6ftlC>�It Y St6, 5- 11 Pt %it 111+1 S 1r 1 4 E Alr 1r I E IC IZ () SS 114 ci T. SmMAhA1k*ith C(q),11 9)anies • I BTO 4LEAUG�� KIRKLAND, WA GENERAL NOTES PROJECT TEAM PROJECT INFORMATION LIST CSF DRAWINGS 5558 Q 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 the Crossing A2 Site Plan jurisdiction and the State of Oregon. 5285 Medows Road, Suite 171 A3 Unit B1 Floor Plan 2. Do not scale drawings. Lake Oswego,OR 97035 Location Bldg. 4: 9346 - 9376 SW Lon staff Street 3. Verify all rough-in dimensions for equipment provided in this contract or by g ' g g A4 Units A&B2 Floor Plans others. Tel: (503)657-3402 Tigard, Oregon A5 Unit B1 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 Location Bldg. 5: 9304- 9342 SW Lon staff Street framing inspection. � g A7 6-Flex Building Foundation Plan 4. Verify size and location of and provide all openings through floors and walls, 25 Central Way, Suite 210 Tigard,Oregon Ag 6-Plex Building 1st Floor Framing and Shear Plan furring, anchors, inserts,rough bucks and backing for surface mounted items. Kirkland, WA 98033 Ag 6-Plex Building 2nd Floor Shear&Roof Framing Plan 5. Provide furringrequired to conceal mechanical and electrical work in all Tel: (425)454-7130 Location Bldg. 6: 9256 - 9296 SW Longstaff Street A10 6-flex Building as q 9 Roof Plan �? finished areas. Contact: Rick Tolleshaug Tigard, Oregon All 6-Flex 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 between room partitions as shown. Structural Engineer: FOSSATTI PAWLAK STRUCTURAL ENGINEERS Tigard,Oregon A14 REMOVED 7. Plans are drawn assuming the following rough openings: 1411 Fourth Avenue, Suite 1510 Swinging doors: Nominal size+2". A15 REMOVED �. g g Seattle,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 A17 Interior Elevations Bi-Pass doors: Nominal size+0". Contact: Pete Pawlak A18 Interior Elevations Windows: Nominal size+0". Email:ppawlak@fossatti.com Site Area: Approximately 5.176 Acres Sliding glass doors: Nominal size+0". A19 Interior Elevations ZE 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. Zoning: R-12 S1 General Structural Notes C`-4 9. "Finish Floor"refers to the top of concrete slab or top of wood floorDEFERRED SUBMITTALS S2 General Structural Notes sheathing . Scope: 30 wood frame R-2 occupancy residential units 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 z @ 11.Unless otherwise noted,plan dimensions are to face of studs and face of 1. Roof trusses. See notes on sheet S 1. Drawings and calculations will be Construction Type: All buildings are Type VB construction. concrete walls. S6 Structural Details 12.Refer to interior elevations for cabinet and counter lengths, dimensions reviewed and stamped by a State of Oregon Registered Engineer. g � 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. 3. Firestoppin7 details. Firestopping methods and materials shall be D2 Details N 13.Provide caulking between sole plates and subfloor and between rim joists at detennined by the Contractor except where details or notes are indicated in D3 Details o both top plate and subfloor. D4 Details a- � these drawings. ��.restopping locations are indicated in part by detail 13/D 1. N 14.Hydrants shall be in service prior to start of framing. D5 Details a 15.Through penetrations and membrane penetrations of rated wall or Contractor shall submit UL assembly details and product cuts of all relevant v g P P D6 Details floor/ceilingassembly will require firesto in per OSSC 713. situations to the Architect for confonnance to the building design. Upon the Y q Pp g P D7 Details See detail 13/D1 for diagram of specifics. Architects approval, they shall be submitted to the Building Official for 16.Milbrandt Architects is not responsible for construction means,methods, approval. Firestorping shall not be installed without City approval. techniques or procedures,or for the safety precautions and programs in 4. Electrical and P'umbing 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 o various contract documents and or governing jurisdiction,regardless of what of Oregon Registered Engineer. 00 is shown on these drawings. N U) � PARKING (Based on Entire Site) _ ACCESSIBILITY DESIGN LOADS Vehicles Required 13 ._ Per Zoning Code Table 18.765.2 See Structural Notes on Sheet S1. 12 Multi-family 1 bedroom units 1.25/DU = Reference: 2010 OSSC (State of Oregon Structural Specialty Code based on Y @ 15 ® � m }, p 30 Multi-family 2 bedroom units 1.5/DU = Erosion Control / a LL 2009 IBC Chapter 11. Y @ 45 3 1 Detached single unit @ 1/DU 1 0 �- All R-2 buildings are non-elevatored buildings. All residential units are one-story Sub-total: 61 Inspections uir o dwelling units. By exception 2 to paragraph 1106.1.10.2 all units in this project ENERGY NOTES lVisitor stalls per 18.7656.030 E @ 15% 10 Servkes U above the ground floor are exempt. There are 14 adaptable dwelling units in this I Total required: 71 Contact: Ckmn Water project. Reference: 2010 Oregon Energy Efficiency Specialty Code. Chapter 4. Vehicles Proposed (503)661 4444 All residential units shall comply with the Prescriptive Envelope Requirements per Single car garages 45 Of the 76 parking stalls, garages, ( } p Y p p q p tn�t�l Inspection�'�`t©� Inspection. 45 are enclosed of which 2% one are Open stalls including 2 accessible stalls 31 Table 401.1(1}. Final Erosion tn� 'R�.kx t4 F�r�l t 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 a Z adaptable and is signed per OSSC 1104.1. See Insulation Notes on the Unit Plans, and Insulation and Energy Notes on sheet DS. Fuel for water and space heating is Electricity. Bicycles Required Per Zoning Code Table 18.765.2 42 Multi-family units @ 1/2DU 21 Unit Summary CI �f1 1 Detached single unit with no requirement 0 1st 2nd Occupant Approved Total required: 21 Space Unit Patio Garage Other Unit Deck Load Conditionally Approved....a 16 was**&*0 FIRE SYSTEMS + Unit A 1 BR/l BA 41 267 1 792 52 4 See Letter to.Attached......... V E N T I LAT I O N NOTES Bicycles Proposed � � Y p Unit B1 2BR/2BA 1039 77 229 34 . Room for one per garage 43 Unit B2 2BR/26A 45 270 1118 71 6 � pe�tl� t fes- �� t�� ■ All buildings shall have an NFPA 13R sprinkler system installed throughout Adsir � 1. Outdoor air inlets shall be provided in windows as indicated on the Unit al 3 Garages 540 �+ including exterior balconies, decks and ground floor patios per 2010 OSSC UtilityPlans. See Ener Notes on sheet D5 for window requirements. Guest stalls gy; Date,g` �/� 903.2.8. Energy q � Total Proposed: 46 V♦ � 2. See Notes on Unit Plan Sheets for undercutting doors. 3. See Unit Utility Plans for ventilation fans and locations. LIABILITY E � Unless otherwise required by local codes,a manual fire alarm system is not The City ofTigard and its CL 4) required for any buildings per 2010 OSSC 907.2.9 Exception 2 if sprinkler Building Areas ® ■® employees shall not beU 0 system includes occupant notification appliances that automatically activate Bldg Occupancy Floor - Unit Heated Garages Other Covered Floor Building Area nCfaS Qj upon sprinkler waterflow. No. Level A Area B1 Area B2 Area Area Area Unheated Area Area Area Allowed responsible for discrepancies ' 0 RADON MITIGATION NOTES 4,5,6,7&8 R-2 1st 82 2078 90 2250 1532 68 154 4004 which may appear herein. L 0. Any alarms,bells or lights, due to the design of the sprinkler system or integral 2nd 2 1584 2 2 2236 3820 3820 7824 14000 ® 0 E with the sprinkler system shall be considered a art of the sprinkler system. The Address shall be posted � 0 P Y p P Y Reference: 2010 Oregon Structural Specialty Code- Special Amendment and visible from Stet 00 sprinkler system design therefore needs to include any and all integrated alarms. Section 1812 Radon Mitigation R. U M �' ,t Plans and specifications for sprinklers shall be submitted to the City of Tigard A Passive Subslab Depressurizarion System is proposed for this project. Final inspection approval is � � � for review and approval before installation. required prior to occupancy. `Mt 4- MINES See Radon Mitigation Notes on sheet D2. M C E See Foundation Plan sheet A7 for location of Subslab Soil Exhaust System Ducts(SSESD) tprQVed pla n S CL >% O See 6/D2 for detail of SSESD at slab-on-grade. shall be on job Sito,, � V See 15/D4 for detail of SSESD at attic/roof. :E OFFICE COPY M LLJ Job No.: 12-04 Sheet No.: Al ' Q 0 Sheet Order: A B u F R E S D i r Cl i t v Y � � K 90 .: F 44 1 hu r p tQ>?c � I I -`- �` --`o- \` .� \ \ \o\ � WWW WWWW/WW�iI WWWWWWW i 'WWWWWWWWWWW,�-WWWWWWWWWW�-` WWWWWWWW�WW��WWWWWWVWWWWW•�I WWWWWSWWWWWII�r/WWWWWWWWWWWW WWWWWWWWWWW WWWWWW°WWWW�►Yi. WWWWWWWWWW�°D\Yj ��WWWWWWVW�W[W-W Y b�yWWWWWWW WVWWWW A �,WWWWWWWW �WWW1y 11LWWWWWW4WWWWW�c�'�\S�WWWWfWWWW°Wv►I�'°ll�e�LW\WWWWWWW'WWWY� WWOWWWWWWWWWWWW`WWWWWWWWWWWWWWW�WWWWWWWWWWWW�WWYY�WWWWWWWWWWWWWWWW WWWWWWWWWWWWWW\WWWWWWVWWWWWWWWW��WWWW+WWWWWWWWVY►'`�1WWWWWWWVWWW°WWW1ih',',\WWWWWWWWWW°WWWVl'`�WWWW_WWWWWWWWWWW(,[WWWWWWWWWWWWWWW, �WWWWWWW�WWWWWYY" �WWWWiWWWWWWWWWi�'�WVWVVWWW°W�fY'"+WWWWWWWW�WWr"Y�"te�WWWWWWWWWWW i�WWWW°WWWWWWWWii��WWWWWWWWWWY'WWVWWWWW°WWWWih��°`�WWWWWWW°WWWY�WTWvWWWWWWWWWWW\�•°I' IWWI iWWWWWWWWWWWW/.WWW°WWWWW•WWWWWYYB�.'I.iWWWWWWWW�WWV�WiY�u WWVWWWWVWWW iI'WWWWWWWWY WWWWWWWWWWWW'\11WWWWWWWWW1I/WiW�WWWWWWWWY iWWWWWW�WceY WWWWWWWWWWW WWWWWWWW4`WWWVWWWW�WWY WWWW°WWWWY WWWWWWWWWWW \WWWW•WWWWY\SllWWWWW�WWWWY WWW•WW��YiY YWWWWIWWW ,,FYY rWWW 1.WWWWI,llI, / NW N�■® � O L A2 E Vo/•P�� AUG U �G DASHED LINE INDICATES EXTENT AR-12 Zoning OF RED PAINTED CURB WITH KIRKLAN8, WHITE LETTERED NO PARKING a) STORMWATER VAULT STENCIL AT 50' INTERVALS. 4' WALK ao > ,IPw---------------------------------------------------------------------------- -------, L� BICYCLE "i — or 8 PARKING STALLS STALL ro AT 8.5'x18.5' V)R 12 PD Zoning 20.00 MAIL 20' FRONT YARD SETBACK 208' 4' WALK I ------------------------------------------ 10 PARKING STALLS AT 8.5'x18.5' State Highway 217 10, SIDE YARD MUE-1 Zoning SETBACK AND LANDSCAPE BUFFER C am0oo aZoaL AW ®® NON C R-12 Zoning BICYCLE 2 A2 STALL 2 PARKING STALLS IN AT 8.5'x18.5' --- 6-Flex 9 PARKING STALLS N6-Plex i 4 AT 9'x18.5'Bldge dg 1 L------------------------------------------- ASPHALT 10' SIDE YARD 6-Plex PAVING SOUND WALL Bldg.SETBACK AND LANDSCAPE BUFFER C 10' SIDE R-12 Zoning YARD SETBACK C 6 This site plan is a revision to the ; work indicated in previous a submittals and reviewed under City of Tigard SDR 2005-00011RAI On and subsequent site plan BICYCLE STALL amendments. Ilk Ak Key 6-Plex � Existing Buildings Bldg.• Eta, �1y�1" - 40' Applicable Buildings , W CL STAND PRECASTCONCRETE Alf OTO SLAB WITH CONSTRUCTION WHEEL STAND WITH Wteand* WEEP HOLES ADHESIVE A2 , , AL*DENTIFYIW W W W W W W W W W W W W W W LM CONCRETE vSIGNS SIDEWALK W W W W W W W W W W W W W W W W SIDEWALK EYELET FOR WW W WW W W W WLOCKING BICYCLE PRECAST 0 CL CONC. =-U-) WHEEL 0 � CSTOPPRECAST CONCRETE WW W III/ WHEEL STAND a 18W x 914PAINTED ED STRIPES 3%z" CONCRETE BETWEEN AT 3 OC SIDEWALK STALLS STRIPES _ REAR YARD LINE 9' 9'8.5' 9' ACCESSIBLE AN STALL R-4.5 Zoning ACCESSIBLE CAR2'-6" STALL qL I _j zQa- Job No.: 12-04 cfl Sheet No.:BICYCLE STALL ACCESSIBLE STALL DETAIL 21/2 1 0 1 10 PLAN W '- .� ' Sheet Order: A B U F R E S D B All A 49'-10" t t 4-4 6' S„ 12 10 6'-5" 5-7y., 10. 7., 4'-11�4„ 5,_5�„ 0-11 5,_5y„ 5 4 11'-2" 5'-10° A 11 z' v'D of FIREPARTITION t� W ��V 6 Mi I b r a n d t BETWEEN UNITS l ✓ �/ I �1 p c� i DS o OPERABLE o Q r C I] I t �i C t S PR 3-015-0 SH SIDE \\ I N N B1B1 �o Patio i 5-0 5-0 SL 6-0 5-0 SL I 25 Central Way, Ste 210 q� 33/4,. I 3-0 PA 8 li Kirkland; Waashinglon 90033 ----- --___` rn ❑ - ,° ,° ® "„" 1 5 D4 I Pt 425.4.5A 7130 F:425.650.1200 o o " D1 Bedroom I Web: www.wffbrandtarr-h.row i+> D1 11 q �•••... ...•••• ••.••.•• ...u•.•. `N q ° I ❑ I 7-0 5-0 XOX ° �. � rl � 6'-7)/2" 3'_g' � Master O I -- ® 3'-33�" 3'-33/4 Bedroom 11 1 HOUR N r FIRE BARRIER Dining = 1 mI 0 LE AUG c-� BETWEEN INSULATE ONE I, _ SIDE BETWEEN I KIRKLAND, WA 7 GARAGES AND Sprin ° I UNITS I ° 5-OIBIPASS " UNITS ' 5558 l-0 MTL q Living UNIT B1 o -- __-- 5'-9)/2" 5-10" II �' ❑ M 6 N N 45° S & P ro 3„ 3._0„ 2,_7„ ❑ 1 D1 0 " I 9 3-0 HCW 31 0 MTL N 12" TOP ® +45" 1 ° 1.n ` ° ❑ _ _— 1 13'-31/2" 11" 4'-3" 3'-3Y2 2'-3° S & P II ° ° ° ° Utilities N 4'-41/2" C 5-6 BIFOLD C C ------ F- 10 C I o �---� VPOST II 6 - P LEX BUILDING 1st FLOOR PLAN - INc l o l V V = W.I.C.WASHER DRYER 8—5y31� = ... .. . ....... .. PER 1/4-SCALE PLAN 3 32"=1'-0" = Entry / " O -- 16' SH j M 2'-1112" II ' 4-4 3-7Y2 D3 o zxs� 3-0 MTL = wINSUL �j ' 6'-2)/2" 3' 8" 2'90° S & P ;', M. Bath 11 zN 3-0 PKT =Bath 6TUB0x32 z o _DW Z 0 SHWR o 4-1 3 4Y2 S & P WH L2F3;, BMW j I o I _ _2x6—��___ - 2x6 �1 60 41 1 ^ N17 N 7 2 D1 D1 m 1�1 o TUB SHWR 1� o i D1 WH D1 10'-8h„ FURR 2x6 I'I = 11 a Z 0 j I = FURR 2x6 x4 FROM CEILING - _ I�__ °' ? FROM HEADERS BOLLARD 2x4 2TO BOTTOM _ L_=______ - - = 3 OF STRINGERS 0 I c I TO BOTTOM AND INSULATE j `N • SrOF STRINGERS WITH R21 2'-6' 3'-6' N i UP AND INSULATE 2-8 SCW WITH R2111 Cn w ~ M ? 3/4 HR F_ zo 12 I SE -CLOSING - '•"""""' 1 o N Unit B2 Unit B1 Unit A 1i ,TYP, 1 Unit 62 1 o qN 1 -�- I _. Garage Garage Garage o 2 ••r / 1 = try 2 01 I D1 II I M zD1 1 O " 611 .. . ........ .......... .. 2-8S w UP II � J 4'-9" 1 3/4 HR 1I a D1 SELF-CL ING o STONE4 I I ,^ O --T' VENEER D5 Unit` oN II i. Q m L ---------- ---------- 11'-5Y2" 11'-3Y2" 11, 9„ En �� II'I� LL o Q MROOF ABOVE ......•••• 8-0 740 SOHD 8-0 740 SOHD 1 8-0 740 SOHD �-STONE I I I DECK I 6 4 VENEER I I o ABOVE I D1 - D5 I I r---------- -----N--I-- 8 I h 11 i _ D4 ��- 8x8 POSTS -------+------- TYPICAL ' �- u - -- - �- ROOF PLATE HEIGHT v 12 ��----------r---------- I ABOVE IS 8'-1" AT `- I I I 1ST FLOOR 11'f-9)/4° D4 I 10'-F11)/2" 11'-FS)/2" ' 5'-10Y4„ I 5'-11)/2" 11'-3Y2" 11'-3Y2" 5'-llY2' WINDOW HDR 5'-6 IS 7'-0" 5'-5Y2" 34'-6" Y2 UNLESS NOTED C 45'-6" SEE A17 & A18 'I IN FOR INTERIOR V/ ELEVATIONS UNIT B1 FLOOR PLAN N as 1/4"=1'-0" 1st FLOOR LEVEL O E CL V 0 •_ N O T E S 4) 0 FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE Y4" PLYWOOD UNDER TUB IN PLACE INSULATION /�/�� d Q- 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 i Q 6 E UNLESS NOTED OTHERWISE. }i 0 PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BATTS OR BLANKETS *0 R-21 BATT INSULATION TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 2x6 WALLS - R21V ------- R-13 BATT INSULATION - ONE OF 70" MINIMUM ABOVE THE DRAIN INLET. E SIDE OF PARTY WALL UNO. FLOORS OVER UNHEATED SPACES - R-30 CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH NO PLUMBING SHALL BE LOCATED IN THE 1" AIR ATTICS AT TRUSSES - R-49* SPACE IN THE PARTY WALLS. r m 0 E DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. EXTERIOR DOORS: MAIN ENTRY U=0.20 .� CL CO TYPICAL. ALL BEDROOM AND BATHROOM DOORS SHALL BE ALL OTHERS U=0.40 O Q UNDERCUT A MINIMUM OF 3/4" ABOVE THE ADJACENT ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS FLOOR COVERING. WINDOWS: MILGARD VINYL SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 TYPE (VINYL) MODEL U N SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT THE FRONT DOOR SHALL BE OPENABLE FROM THE rM D DIMENSION SHALL BE 24". MINIMUM CLEAR OPENING SLIDING 6110 ARGON/LoE 0.31 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 3 M NOT MORE THAN 44" ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 8125 ARGON/LoE 0.32 O WINDOWS MORE THAN 7' ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON/LoE 0.30 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 3 M ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC, m W CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING IN IN ADDITION, 75% OF LAMPS IN PERMANENTLY 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 GYPSUM WALLBOARD SCHEDULE M Sheet No.: PROVIDE �s" (MIN.) GYPSUM SHEATHING ON ¢ �� WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE 5/8" GYPSUM WALLBOARD SHALL BE USED o REQUIREMENTS U PARTYWALL CONDITION. THROUGHOUT ON INTERIOR WALLS EXCEPT AS NOTED. SheelOrder: A B U F R E S H .. s i B 45'-6" A11 A 12'-10" 10'-7" A11 6'-5" 61_5» 5'-7)/4„ 4'-113/4» 5'-5)/2» 5'_5Y2» 5,_4 5'-10" 42" HIGH GUARDRAIL ` ` I 1 HOUR 6 FIRE PARTITION € BETWEEN UNITS --I _ 5-0 2-0 F 1 OPERABLE o } i N I N OVER ; SDE I Deck RAISE 5-0 4-6 SL .•.•..t.tt• •.• •.i•• t..t.••t• •.i1•i•.••.•i• .•...•i•. •..i� T uta h _ ' • , " ( y 2 BZ j SEE 10/D3 FOR I PLATE - 5-015-0 SL 6-015-0 SL - k i DECK DETAIL 243/4 N 7 k x0 bfi ti 1 y 1 ( THIS Aftpv 0 JE] D1 WALL . . O Master 2Y4 _ ....... ....... ... .............. Dining .I Bedroom ww wu PR 3-6 1-6 F I 00 Bedroom D4 D1 i �.® _ q ; OVER �► 1l I _ _ , 7 05 OXOX _ 1 ! 3 10 00 2' -0 1 9 C� I G )12" '- 34' �� 1 » 1 „ ' i » I " I B TO LE AUG 3- 2-2 _ 2-8 8 /2 /2 3 0 /2 3 0 T I I � a nw wa o • . . T B2 BIF LD UNI 45 KIRKLAND WA __=_______=_� a--, -_=- o ' Lavin 1 \ 45 1 t� , ® 1 : g I rn G N I I 5558 Q " I 1 HIGH CEILING • ti € ; I S & P A A d 3 • 12 3 I 2 8 _ 6-2 /2 3 3 /2 3 3 2 6 /2 �n 11 -- II I » I r C II I 112 TOP 120"x30"I 5 SH. w l v I 5-6 OLD { ® +46 BIF _ C C ATTIC �-- ---! I ------ - I ACCESS I I o 8'-71 " I - I I I /2 3)-8o) I 5" V I V °O --J 5 SH. II I €- I I C WASHER DRYER = 12" PLANT SHELF I 16' SH. v I 45° jl Ln o 1 MISC. PLAN CHANGES = P L EX BUILDING 2nd FLOOR PLAN 'I o I I = I N Ba h PER 1/4—SCALE PLAN AT 8 2%2 PLATE 2x6 `V d' I �G 1 / 3 32 =1 -0 0 I � II 6 I 0x32 » r- o co a, I � I "N I „ - I w o M TOP @ +43 I II 2 F 8 I I TUB 3 8 v) 1 I I I o 1 € Kitchen I SHWR 9'-10%» I W.I.C. N I I z N I 11 IpNI I 2 I { - _ -3 • 1 3 1/2 Bath I I I C) I W CK HIGH I DN � LI rn 3 6 I °° I I (� 1 48 --- - ---� ° L-------- N I' z L J CLG. M N N I �-- 11 o 1 S & P II PW 0 �- • C) N I I I I N i 60x41 II �.. 4 S & P I V) 60x41 LINEN 16" SH. - - -� - -- ---- --- 'I TUB SHWR I` �, --- --- / 00 11 � :N D 1 .. WH C � co D3 I TUB DRYER WASHER N O 0 6" I{ 5'-8" II `� _ o I � SHWR � I I a z `� O I I II Bath Kitchen 3 11 1 9 5-6 BiFOLD o N I , II . '— " 9—0)/2" 6 i �, x-00 17 �, DNI CO � I D1 S & P 2-4 HCW I N N II ' N ----- V V Ic r 2x6 • I o 3-0 PKT C C N I I I I ! 1 I I �H�W o0 O I D W I 2-4 HCW a x30 I TO ® +43" I �' • 14 P N I ' I i N =-__J I N W I C `� -— D4 1 TIC I -----------------2zfi---------- I, N • ----------- I W. ACC ----------------- - ---- o 12" TOP i' • I - - d. 3 6 /2 ® +45 2 10 4-2 5 0 I ,- _ D3 S & P I� r a o � o P i Di I I c14 1 N Bedroom UNIT A II .J 0 D1 Dining ' '-7" 1'-11 I INSULATE FLOORS o �� s OVER GARAGES ung -6 �3-0 j i� LJ i 9„ i0'-10" 2,_02„ 3,-6„ I ■ 0 c u. • N •� 3 Q ' o --- ----- 0 LL 5-0 5-0 SL 8-0 6710 SGD o . I � I I 7-0 5-0 XOX I M 11c Deck 1 o 42" HIGH SEE 10/D3 FOR D1 PLATE HEIGHT GUARDRAIL, DECK DETAIL I 12 IS 8'-2Y2" AT a t� D4 2ND FLOOR ` WINDOW HDR 5-11/2 5,-1 1/2 IS 7'-1" 5,-112„ , 5,_92» 5,-6» 5,-4„ , 1 » 1 „ UNLESS NOTED li 5'-5Y2" 22'-7" 11 -11 5'-6�2" 45'-6" SEE A17 & A18 FOR INTERIOR ■® ELEVATIONS UNITS 132 FLOOR PLAN 1/4)P=11-0212nd FLOOR LEVEL E GROUND FLOOR SLAB TO 0 E 2ND FLOOR IS 9'-0" N O T E S 0 TOP OF SHELF 3 " 1 » „ , „ » 14 EQUAL RISERS AT 7.71" ' � 20/4 23/4 5TR®10 =4-2 4 » FRAMING: 2x6 s AT EXTERIOR WALLS PROVIDE -Y4 PLYWOOD UNDER TUB IN PLACE INSULATION 2 E 2ND FLOOR MAX. RISER HEIGHT: 8 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 ® 0 E SHEATHING LEVEL 5TR®10"=4'-2" 3'-8" UNLESS NOTED OTHERWISE. .. PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BATTS OR BLANKETSIon 9 10 11 12 13 14 R-21 BATT INSULATION TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 2x6 WALLS - R21 .................. of 8 - _ - I OF 70" MINIMUM ABOVE THE DRAIN INLET. 45° ---� L-- ——————— R-13 BATT INSULATION - ONE FLOORS OVER UNHEATED SPACES - R-30 SIDE OF PARTY WALL UNO. IMMM 6 NO PLUMBING SHALL BE LOCATED IN THE 1" AIR ATTICS AT TRUSSES - R-49* `;- CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH SPACE IN THE PARTY WALLS. 0 DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. �. 7 -� � I TYPICAL. A BEDROOM A BATHROOM DOORS SHALL BE EXTERIOR DOORS: MAIN ENTRY U=0.20 � 0 6 ALL BEDR AND ALL OTHERS U=0.40IMMM 5 1%2"� HARDWOOD I UNDERCUT A MINIMUM OF 3/4 ABOVE THE ADJACENT �, V .� HANDRAIL 36" — ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS FLOOR COVERING. WINDOWS: MILGARD VINYL '® 0 4 4" o SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 TYPE VINYL MODEL U 3 ABOVE NOSING l I �I SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT THE FRONT DOOR SHALL BE OPENABLE FROM THE ( ) 0 RETURN TO WALL € SLIDING 6110 ARGON/LoE 0.31 1 " I `r' DIMENSION SHALL BE 24 . MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL � 2 AT ENDS 1/2 � HARDWOOD � ,II FIXED 6310 ARGON/LoE 0.29 1 HANDRAIL ® 36" 4 - I 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 GROUND FLOOR SLAB TO ABOVE NOSING �__� 0 NOT MORE THAN 44 ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 8125 ARGON/LoE 0.32 UP ' �' RETURN TO WALL WINDOWS MORE THAN 7 ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON LoE 0.30 2ND FLOOR IS 9 -0 AT ENDS I NOT LESS THAN 24" ABOVE FINISH FLOOR. INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND / 14 EQUAL RISERS AT 7.71 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. m CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING IN IN ADDITION, 75% OF LAMPS IN PERMANENTLY ALL DOORS SHALL BE SAFETY TYPE AND ALL GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL OR INSTALLED LIGHTING FIXTURES MUST BE EITHERCn WITHIN A 24" ARC OF EITHER VERTICAL EDGE SHALL BE FM AND SHALL BE INSTALLED IN ACCORDANCE WITH COMPACT (CFL) OR LINEAR FLUORESCENT OR z Job No.: 12-04 I PLAN UNIT A STAIR PLAN SAFETY TYPE. THAT LISTING. A MINIMUM EFFICACY OF 40 LUMENS PER WATT cc UNIT112 STAR LA Sheet No.: 1/4"=1'-0 1/4"=1'-0" PROVIDE �s" (MIN.) GYPSUM SHEATHING ON ,GYPSUM WALLBOARD SCHEDULE Q 5/8 GYPSUM WALLBOARD SHALL BE USEDA4 WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE THROUGHOUT ON INTERIOR WALLS EXCEPT A REQUIREMENTS AT PARTYWALL CONDITION. AS NOTED. Sheet Order: U F R E ® N 9 I I /;\ I \ I I I I T = r 1 I 10bOWl I « Patio I I I 1 TECH 1000W I 1 I I PORT 1000W I j BBH BBH i � >c , ► NOTE: UTILITY CLOSETS I I I I I I I _4h + OCCUR AT ONLY ONE WPI I ' Bedroom END OF EACH BUILDING. I Dining I------------ •Z I 1 •� I � I I \ I PROVIDE 250W BBH I 750W I I 1 TECH IN SPRINKLER ROOM I 1 1 \ I PORT Master Bedroom BBH 1 , f I I r SET AT 507 i Sprinkler 1 1 I SD 1 1 1 1 BTO LE AUG Pc 1 I I SD / 1 KIRKLAND, WA 1 1 I 1 ELEC . ) \ \ I I �� 5558 0 0 TECH I I I --- - - PANEL SD PORT Liven X I I I I TV g I •` ® 1 I � X I O 1 I I I 101 I I I I 1 I SFAI 1 UNIT B1 I I I �, PC 10 x10 I I I I ' ' 750W TECH I I I GRILLE VENT Utilities ------- - BBH T PORT I ► I IN LINTEL r --------- _�__, I I E 1 +39' 3 50 1 I 44 i I I ❑ -� � I WASHER DRYE RADON 1 \ Entry RADON _ ..... 1 1+48,, BOTH I 1 VTR 250W TOE ► o �'. I VTRHEATER] I o 1 1 15 �� 1 KICK Kitchen W.I.C. TO PHOTOCELL —J r• \ I O / I 1 250W BBH ; ; 1 Bath / o --- ° ' I i I .� Q �� 1 � M Bath +4 ( W .� I / I1 44- / - _ �s J J . 1 � 1 aW �. � I F i U 1 PC ----- --- _ _ ,., \ REF 1+44 +3sn 500W 8o I w 1 I I BBH z ill +E " JUE I ----- - - - - - - - - - - - - - - - - .® � I J P8 N i UNDER—CABINET .� 1 0 I a LIGHTING WH / 1 N o 1 / � I I `Y' O I L-_ _ - a Z O r - S I r I I / I UP �/ � �•, I I � N SD \ / �---- N El I o PB Uni B2 Ent BBH .. r- I { { { UP qwP SD 1 N / I 11 / 1 I � / I I \ . I Init./A/ I ®. 1 TO PHOTOCELL / I I I j I I I j I I I ; ® I Unit B2 ; ; ; ; Unit B1 ; ; ; Unit A ► ;I; , E I I I I I I I I I I I i L 1 Garage I ; ; I Garage 1 ; ; I Garage . .PB L----------------------- 11 1 1 11 1 1 11 1 1 50OW J a I I I I I I I I 1 1 I I BBHla • I I I II I ~ 3 Q a WP I 1 TO PHO CELL i I I I ❑ I I I 1❑ ❑1 L------------- r P .UNIT 1 UTILITY PLAN 1/4"=1'-0" 1st FLOOR LEVEL L 0 V0 = .® ® 0 � 0 M ELECTRICAL L 4> > i ® 0 E .6 0 GENERAL NOTES ENERGY NOTES VENTILATION NOTES 0 DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING RECESSED CEILING EXHAUST FAN METER CENTER V MOUNTED LIGHT 50 CFM MIN 3 SONES MAX 4� 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. 50 > � DUPLEX RECEPTACLE OUTLET 4" ROUND DUCT. SEE 15 D1 o ELECTRICAL PANELE � g LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN—BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. / 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 RECESSED CEILING EXHAUST HEATER (V 0 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 a U) ON THIS DRAWING. WALLS SHALL BE OF STEEL OR OTHER APPROVED ELECTRIC HEAT INDICATED IN THE UNIT IS BASED MICROWAVE RECESSED CEILING LIGHT; SONES MAX, 4 ROUND SMOOTH T THERMOSTAT MATERIAL AND SHALL NOT DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL — O BE GREATER THAN 16 ON 21 BTUH SF OF HEATED AREA FOR THE IC RATED SEE 12 D1 DUCT. SEE 15 D1 ■ SQUARE INC S BE INSULATED TO A MINIMUM OF R-8. SINGLE RECEPTACLE OUTLETVw HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHERHE IN AREA. PARTYWALLS, CORRIDOR BUILDING AS A WHOLE. � ® 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) WALL MOUNTED LIGHT Mw MICROWAVE OVEN/RANGE HOOD WITH BATTERY BACKUP 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. L__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 JUNCTION BOX SMOOTH DUCT. © CARBON MONOXIDE ALARM ■ 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 Q DOUBLE TUBE FLUORESCENT O AUDIBLE SPRINKLER M MAY BE USED IF THE BOXES ARE IDENTIFIED AS 25 OR LESS. 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—RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM NUTONE 9410H, 250W LAMP SFA FLOW ALARM 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 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 ry TELEVISION JACK ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE— RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. HEAT LAMP EXHAUST FAN WALL UNIT HEATER m SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. H F VTR VENT THROUGH ROOF Q COMBINATION RECESSED CEILING � WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH FIXTURE — 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR 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. WINDOW WITH OUTDOOR lob No.: 12-04 MIN., 3 SONES, 4 ROUND DUCT. _0 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 SEE 15/D1 AIR INLET Q 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. TECH PANEL R RADON VENT , Sheet No.: ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED piM DIMMER SWITCH 150 KITCHEN HOOD EXHAUST FAN O Q FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ® 150 CFM MINIMUM � WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/ ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE $ TIMER SWITCH N A!i TEMPERATURE RELIEF VALVE THAT IS CONNECTED TO A DWELLING IN WHICH THEY ARE LOCATED. Sheet Order: A B U F R E S D 4 1000W BBH " 4 TECHil' #fit t & } Deck PORT it, 'M750W _0 000W BBH Bedroom 1 BBH 1'1'I_ I Dining Master Bedroom � I TECH r PORT I I TV BTO LE AUG � I I 0 SD 1 KIRKLAND, WA I I ® I 5558 Q I I _ I TEC Living ` ; UNIT B2 ' I 0 ORT I -------- I TV { I I „ SD . I j I 10 x10 O � I { I GRILLE VENT IN LINTEL SFA SD I T +44 Q / 50 i ELEC I I _ I 1 I +42 I PANEL [ + Bath ,. r- I r I M. I II o �.��-a--_--_- 1000W WALL i � REFI WASE#€ DRYE � I UNIT HEATER I 750W " �. I I +48 0TH I 1 BBH I UNDERI-CABINET i r / TECH Kitchen ' T. I 1 I W TECH I LIGHTING " I \ OR11 I I . I 44 I (� 250W BBH / PORT I RADON — �� _ 250W j VTR I +► 80 I RADON BBH 44' i = VTR v 1 J I DW',. Bath I T I W Enter/ W.I.C. T ' 1 I Z I I I I el _ �N 015 + I o +39" - I I '® 3 I I I N ew 80 — — — — — — N O 1 � I M sz. " ® o I +44 LINEN +48 BOTH +4�\ — -- 4'r�4� ------ --- ' 0 � DRYER WASHER O +44" j WH ( I z ':1 F I 1 i Qj J Bath . T E 1 - I _ — 10x10 •� 0 I ( — GRILLE VENT 3 - - 80 �. +44 — I N IN LINTEL REP DN o r 50OW BBH X 1 K Chen I SD i 1 N TECH I °' -__--� POR ; ; T I ELEC PANEL " I I �. ' 1 SFA O +42 DI DW +42 1 I S _ - J it I __._ -'- - I 1000W WALL TT � I r I WI•C• j UNIT HEATER 1 04 TECH PORT UNIT A 0 I J Bedroom 1 TECH I �• PORT 1 0 Living LJ m \ 1 ■® � 3 Q TECH DiningI a 4 Q PORT � I 1000W BBH I I I 150OW BBH I I wP o Deck L ALL FANS AND "' = CLOTHES DRYERS AT r THIS LEVEL VENT THROUGH ROOF UNITSUTILITY PLANS 1/4"=1'-0" 2nd FLOOR LEVEL i■ Ith 4� L E u 0 .® 0 ELECTRICAL L ® 0 E w '0 0 GENERAL NOTES ENERGY NOTES VENTILATION NOTES 0 DUPLEX RECEPTACLE OUTLET DIRECTIONAL CEILING Ej RECESSED CEILING EXHAUST FAN METER CENTER MOUNTED LIGHT 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. „ 4 ROUND T. EE 15 D1 a � �� 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 R DUCT. S / ELECTRICAL PANEL E H 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- WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER F RECESSED CEILING EXHAUST I p APPROVED BY THE OWNER AND SHALL CONFORM TO THE ® HEATER FAN UTONE T80 80 CFM 3 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 Q � � WALLS SHALL BE OF STEEL OR OTHER APPROVED ELECTRIC HEAT INDICATED IN THE UNIT IS BASED MICROWAVE RECESSED CEILING LIGHT, SONES MAX, 4 ROUND SMOOTH T THERMOSTAT co ON THIS DRAWING. O 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/Dl DUCT. SEE 15/D1 (, 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 DETECTOR + CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS THAN WALLS AND BEARING WALLS ARE FIRE—RATED. 208v (R: RANGE, D: DRYER) WALL MOUNTED LIGHT Mw MICROWAVE OVEN/RANGE HOOD WITH BATTERY BACKUP 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. COMBINATION, 150 CFM, 3 SONES UNCONDITIONED SPACES SHALL BE INSULATED WITHJUNCTION 0 SMOOTH DUCT. C CARBON MONOXIDE ALARM ■ SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF/CEILING ASSEMBLIES ,� Q BOX � � 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 M MAY BE USED IF THE BOXES ARE IDENTIFIED AS 25 OR LESS. 4" OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS MOUNTED LIGHT — O® AUDIBLE SPRINKLER � TECH PORT CEILING M H RECESSED HEAT LAMP OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN APPROVED UNITS FOR FIRE—RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM NUTONE 9410H, 250W LAMP SFA FLOW ALARM 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 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 — TV TELEVISION JACK MAINTAIN THE FIRE RESISTIVENESS OF THE CEILING MANUFACTURERS INSTALLATION INSTRUCTIONS ON SITE C� H F HEAT LAMP, EXHAUST FAN WALL UNIT HEATER VTR SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24 . ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. ® COMBINATION RECESSED CEILING VENT THROUGH ROOF WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH FIXTURE — 250W LAMP 50 CFM PHOTOCELL SAFETY SENSOR 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. » _ WINDOW WITH OUTDOOR � Job No.: 12-04 THE UPPER 1/3 AND THE LOWER 1/3 OF ITS VERTICAL BACK—UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE $3 THREE WAY SWITCH MIN., 3 SONES, 4 ROUND DUCT. AIR INLET co DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. SEE 15/D1 TECH PANEL R RADON VENT Q Sheet No.: ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED DIM.$ DIMMER SWITCH 150 F KITCHEN HOOD EXHAUST FAN 0 Q FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN ® 150 CFM MINIMUM WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/ ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE $ TIMER SWITCH � TEMPERATURE RELIEF VALVE THAT IS CONNECTED TO A DWELLING IN WHICH THEY ARE LOCATED. Sheet Order: A B U F R E S D N 951-421 " 45P-611 49'-10" 12'-10" 10'-7" 10_11»2 011'-2" 11'-2" 0 010'-11 10'-7" 12'-10" 4'-4" 12 #J .rSTHDI4 SW6 SW6 I SW6 SW6 SW6 12 SW6 SW6S4 -------------- - ' - ———————————————— - S4 1 o I " I o I3 -- --_r -12 ---- -----�`' -- - STHD14 ; L N -------------- -- -- -------------�, _ J ,ISTHDI4 STHDi4 L- -�`' ------ ---- -� D2I 13Y2" CONCRETE = I I: ' :I I• I 3Y2" CONCRETE I I PATIO SLAB I - ----- - - �- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J. . . . . . . . . . . . . . . . . . . . . . . . PATIO SLAB _ _ I L -------------- — --------- " _ J T 1 I - p'_p" I =N I I I STHD14 I , I -STH I STHD14 I \ co I co I ,I STHD14 I I I' 1 3�4 rn 334 1 j .I STHD14 I I I I I I I I STHD14 Ls'l D2 -4" `'" SW6 ; I I I;-------- --- ----- - - I I 4" SLEEVE FOR RADON " 9 I I - ----- -------- j_ 'An�� I I�I GAS TRANSMISSION, TYP. I I D2 Ij I 100 I: SW6 ,. SW6 I . . . . . . . . . . . . . . . . . .J o r---I-- I I I I I "I HDU2 o +_+- I 21 -9� I I 21 -9�4 ---I--i I - ---- ----------- ------,; 4 1 » I o HDU2 h> * I •I I ' I „ L 1 3'-111 » 6,_03 „ I I 6'_03 „ , „ 3'-11�" F---- 1 I I � 4 5 5 2 6)-4)p '1, 1d I d- 6 4 2 5 5 4B1 2 1 2 ;i 3h" CONC. SLAB B1 I I I 'u-) I U-) i 1 �. I I r _____-- 1 I r- -------t-� I 3i CONC. SLAB CONDITION 1 .I CONDITION iL I I I 1 _ - _,�_ I SW6 _��_ _ _ I I OVER 6 MIL. I; I Al I 1 BTO LE AUG D ;I WITHOUT OVER 6 M I �\ I I I I I I 1 _ _ I i� I VAPOR BARRIER WITH •I UTILITY VAPOR BARRIER �� I I r_ _� I " 1 I I 1 I r I I UTILITY I• 1 SW6 I 1 • KIRKLAND WA "I SW6 i \ ------J I "N I I \ I 1 1 ' L------�� i� ° "I AND I: I I h 5558' r, .1 CLOSETS AND 6 GRAVEL � � I " �- I I / 45 � � ,� CLOSETS �� 45° I I I I = I SW6 I I I I I I - - - �—�- - - 0 -0 I• I 3Y2 I oo 1�+ � � N �, 1 N I: I CONC. I I I \------------ 1 L_ ---- I ---- --J L---------- - F- 1 I + f1 I 1 1 SLAB 1 1 1 » I � � s4 r I I I I I I I I 10 11 11 10 I _ I 42 x42 x12 I , OE 42 x42 x12 1 _ I _ _ I I I I I - - I » I D2 S41 „ I I THICKENED SLAB :N _ 1 ,I 3,_72» 9'_54» THICKENED SLAB S4 D2 I L- -- ------ -� --- ----J -- -- I 9'-5)4 3 7�2 10 1 :I W/(4) #4 EW --- -------------------� I r \ - - - - I - - - r I L------- ———— --- W/(4) #4 EW •� I CD BOTTOM -- F--- - - - - - - - - �-I L ------ - --- ----�-i --j-� - - - - - - - - --� -- BOTTOM r -- ------ --J —� 1-----� 1- -------------- - --- , —1 1 �— L--- -------------------- J I — — —1 r. . . . . . . . . . I '- t c N I I - v+ I •I I I13'-0" 13'-0» I 1 7 1• --------- --- 13 0 I L__J ------ 7 L I I L_,_J D2 ' ' 1 ' , „ '_ 3 » SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD) _ 7'-5%" 1 I I 7'-5Y4" - 4:1 2'_g3 " _ L 1 " _.I g _ 4 /4 2,_2„ 3' 10»1, 7�2 2, p» 1 7 _ _ 2 i 21-0, : 3 10 2 2 �4 " 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 o 1 ;1 I V) WITH "T" FITTING BELOW SLAB --�^ 3 4 I I S4 1 o 1 "ter O , '� _ I, » I I d — " _1„ _J ---- - - i FOR RADON MITIGATION, TYP. , „ �\ I -- -_j �-- - I\ 1 „ I r rte• - .-.-a 0 e�'• I-- 01 i� -1 I I 12-2% 'n I r 1 I 12 2,2 �, , o ®- -—}-- - 2 ILO -—7—- ---1 I rn 1 k C�'3—-� --+_- " I o •I co I I`t °° ♦ L-1• - ------ Oj I '� c ------ - -J i -- - -- - 6 �_� 1• w � Z�- � I "N — U � N I "d -- "N 1 '� 12 I I "N I 13-4 I I 12 N D2 \ 1. , X Z .) \ D2 N SIM. 4SIM. "� I _ - 0 -0 I o ` -� - S4 — I S4 - - I I _ Q I I I SW6 �" �� 6 -0 6 -0 �� SW6 of 1. I -I 0 0 I Z _ I I LN I z � I � � N d- I 1 1 U -.- .-. .� . -. .-.-.-. -.-.-. : . . . . -. .-.-.-. . . . . I I -. .-.-. . -. .:-.-. . .-.-. . -. . . . .- . . .-. . �. .: a-. . .-. . .-. . . . . . . . . . .-. . . . . . . . . . . . . . . . . . I -1 I I L--J - L__J 1 I r I t l I I 1 I I I I 1 1 II 1 I " I I I loo I I I I I I I .1 ------ I• I I I I I I I oo I I I IZ w I 1 I --- ---- t--� ---, r — ---- -�t— -------� -F==-f --- ----- — --, ;I ---- I — �,: ---------h --- — ---� r------4 -�f- ---- — --�N ---t ---- ---J I I I f N I 4 1 •I II II I I » I I 7 1 I \ I o 0 7 „ 1 I SW6 » \ I I I I " .I I I• _ p _p , p _p SW6 FACE 1 1 I I "I - 0 0 „ 0 0 0 0 .I I I I. I 0 SW6 I D2 0 I I 0 » I L ,_10» N I I 1 D2 D2 I I I SW6 o, I �1 I I I I, I I D2 ( N OF -10 1 1 4-1 I I c� eei 1 41-1 1 N N I SW6 II I I 1 I AT '� — - - I I I — I I I I I STUD 4 0 CONC. FILLED 1 1 • • • • • • . • .-• • -• . • • • • • • • • • • . • I I 1 1 � M c " I 1 � I I I I I--�--- J I I I N v � 1 j 1 I 1 OF 4"0 CONC. FILLED I I 1 DOOR I I I ��, I -T-------- I I I I DOOR I I I 00 1 YS6 STEEL PIPE IN 201 fi l l I I I I I 1 1 20%2" STEEL PIPE IN I 1 SI I ooo LJ L-- STUD 12"x12"x12" 2 I I I I 12 -------- - 1 --r 1 ----- -----� SiM. 12 I I I I 12"x12"x12" __J L_ _j I .► 0 "N I I SIM I THICKENED SLAB ---- - I I N z - S4 \ I - ---- THICKENED SLAB I � S4 I I , " SW6 I 1 I I -- 3/2 �► ' 3 I • • • • • • • • • • • • "N FIN. HGT. 36" ^ I I I I I I _ _—__ I\ I I I I 0 0 CONC. I I FIN. HGT. 36 N ,�----- -,, I 12 3 12 r 0 . . . . . . . . ._. • D2 , D2 1 `�' I , I I , I I I I SLAB -— -— I ' I I ' I I •I I S4 S4 f F=7 I I r -1 I I I 1 I I I ,I I, " I , I OVER I I I I I I I I I I I I 6 I I I I I I I •I 3Y2" CONC. " 1 •1 3Y2 CONC. I, I I I I I -- I I I I GRAVEL .I � I I I I I I I 1 I I I I I I I o I ;1 SLAB OVER 61: o c o ;I SLAB OVER 61; 1 o I I I I I I I I oo I I \ •I I. I \ -1 _ I f •1 MIL. VAPOR 1• I I 3/2 CONC. SLAB I I I I I 1 I I 3/2 CONC. SLAB I I I I I I. I I N 00 00 00 I I I I I I OVER 6" GRAVEL " I 1 1 MIL. VAPOR I oo I BARRIER AND 1: j j l j I OVER 6" GRAVEL I I I .I I j 1 I I I I 1 ��BARRIER AND I; I 'co -_ o L---J I 6 GRAVEL I I I IN GARAGES I I I I I I I I I IN GARAGES 6 GRAVEL I• ' SW6 1 •j 1• 11 I I I I d 2'-0�2t" �3'-11 2„ I 13'-112»I 2,_02„ FACE I I I I D2 I I I I I I 1 1 �-- OF L _____� I I I I __� L_ _ I I . . . . . . . . . . . . I I I I ----J I I I I STUD � . . . . . . . . . . . . I I o I I I I I I I I �N ------- I ----- - 1 I I I I I 1 0 i r. z •� I 1 --„-----�. 1 I I I I I 12 I 1-1 ■® Q c� I 12 I I I I 1 1 1 I 3Y2 CONC. I SIM. 7 I I I , I S4 I D2 4'-g» °' o 7 I SIM. 1 I I TYPICAL 4'_g” 1 S4 I I I 1 1 1 I 'I S6 " SLAB OVER 6 I' D2 1 I ;n I I I I 11 1 "N I I MIL. VAPOR I 11 I I I I 'n 1 I 0. o P BARRIER AND 1: D2 1 I 1 1 I 1 d I I , 0'_p» ---� s® N I. I o _ I I 0 _p 1 I I I I I ' I � I I I 6 GRAVEL I I I I I 1 I I 0 -0 TYP. ALL » , , „ I I , I 3 " 1 » » 1 i _ 1 _ 3 - 11 -7 11 1 11 3 I r I 1 I I 1 11 -7/4 I ( I 11 3/2 I I I 11 1/4 � I ,I 6 -0 1 1 6 -0 1, I �4 I I I �2 I I I �4 1 POSTS � L 1 •1 1• -4Y2" Q'-p„ 1 I 1 -4Y2" •�------ - 1-�- 1 - ------�' 1 I I p,_p„ 1 I I I "I SW6 I 4/2 STHD14 I , I I , I • • • • . • • • • • • . . • • • • . . • • . . -4Y2 -4Y2 -4Y2 1 I SW6 , L--------- ------ -� 1--- ---- -------- J _J L----------- ------ I L -------------- -_ 1 ' I STHD14 --- -------- _4" I --- ---- ------ - ---- -------- ( -----— ------- - -- --- --- -- --------- ----- -------- ---- - J L ------ ---- --- _J _� �- ( 1 ' I r o o m 7 --- ----- -- -- - - - - --- - - -- - I I 3 STHD14 STHD14 I ' I D2 " STHD14 STHD14 STHD14 a a STHD14 SW4 12 2 12 - I I I 0 0 SW4 I 1 5 12 0, 2 SW4 12 BUILDING IS SYMMETRICAL SW4 S4 -j _cv I I D2 N S4 ;� D2 D2 D2 D2 EXCEPT FOR UTILITY 1 r-- r —1 CLOSETS. OWNER L_ � J -J 1 I _ I I 20 TYP. SHALL DETERMINE WHICH • TYP. 2 p I I _ _ _ _ _ _ 1 I _ _ _ _ -- I I I I I I S2 0 EACH BLDG. Lf_j L _J SIDE F 4 4 0 SHALL HAVE CLOSETS. I I � 10,-111 11'-51 ' 5,-101 » I 5-101 11,_5 „ 10'_11» 11,_g�4„ a; 11 9�4 �2 �2 Y4 �4 2 2 a II 1'-10" 8'-3" 3'-012 8'-3" 3'_0Y2» 8'-3" V-10" 1'-10" 8'-3" 3�_p�2» 8'-3" 3'_0 2„ 8'-3" 1'-10" N 5'-5Y2" 34'-6"» 5'_62" 5'_62" 34,_6» 5,_52» 91,_0» RO'PEP i YLINES SHALL D CLEARLY II)FEN �IFIRI�PRIM 'PION TFC�C)�`I�tOII�SPEC 6mPLEX BFOUNDATION PLAN �® 1/4"=1'-0" a L E FOUNDATION NOTES ® +33 0 ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2 MINIMUM THICKNESS. REINFORCE 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 0 FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% ••••••••••••••••• FOUNDATION INSULATION MAXIMUM DRY DENSITY. SPREAD FOOTING TYPE - REFER TO " •� .� O SCHEDULE BOTTOM OF ALL FOUNDATIONS SHALL BE 18 MINIMUM BELOW ADJACENT GRADE UNLESS OTHERWISE NOTED. ■® sw# SHEARWALL TYPE - REFER TO 11/S3 FOR 0 ANCHOR BOLTS REFER TO SHEETS S2 & S4 FOR TYPICAL FOUNDATION DETAILS. HD # HOEDOWN TYPE - REFER TO SCHEDULE 9/S3 REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR V ■ LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. 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 M DETAIL 10/S4 „ PROVIDE 4 PERFORATED FOOTING DRAINS AT PERIMETER OF ALL BUILDINGS. 0 X SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. W J (Z a HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS (SHEARWALL Job No.: 12-04 EXTENTS). REFER TO 5/S3 & 9/S3 TO DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS NOT A PLACEMENT PLAN. Sheet No.: A7Q 0 Sheet Order: A B U F R E S D N DUCTWORK IN 8 FLOOR FRAMING L SW6 SW6 S4 T /� /� T 4 3 STHD14 STHD14 I 2 2x81HD 1 I I "4S STRAP WINDOW --��--- ( ) -� I � m r o- I STHD14 SW6 SW6 SW6 SW6 STHD14 i I I I d STRAP WINDOW STHD14 STHD14 STRAP WINDOW I ( 2x HD 1 I I I (2) 2xQ 6x1 HD P 3 Li ©� I i HDU2 7 I I 00 oxo I I S4 I I I I N I x SW6 SW6 I o I I i I N I N 2 10 EDG PTI i 4 STRAP WINDOW I I I I oo S4 4x8 HDR 4 - �� -- � LSDTHD8 I , STHD14 I ® I I j I OST 1 4 X I o I I I p4 Inrl �t �d4t+ 0 x 8 1 I I I S4 I 2) x8 DR I 5%8 9 G B F � 2 I I I m 100 I II i i i i i V1 1 D4 I I x I I \ G I � I v I 6 I I I SW6 v I S4 I H LTU I m I � TO LE AUG I I I I I 0 ._�.._-.�. � I _ -- 2 �-�� HDU2 i 8 s4 i i I I 00 i KIRKLAND, WA 2 2x HD I I 16 . � ( I � 1 1 d- 5558 I a I f' 5/s9GBF I I 6x6 POS � I I - I I I - - - - - - W/ PC8 2x I I 1 1 I Ei LSDTHD8 8 I OF POS CA /ax9 GLB I � I - I 4 I I II Lj .4J Ll I Lj7 r--� r--7r--4r--7r � I I I I I 4 I I 9 _ o �. H LTU I I � I m � 0 -�- - '� - (`�,� I oxo �-'- 0 J I N ao 00 �+ 1 *- I x o 0 N 1 dx- 1 X I to o 90 El U L-1 L L�= Z f of o -- I @J m I 1 I N U SW6 - ELL_ 1 w I \ � I f I STAIR FRAMING I I -� � 0p 4x12 STRINGERS 1 I Q D LSDTHD8 I �` I C� - II �' N 0 SW6 _j— _ 11 AT WALLS Ln V) U C ' 01 4x8 HD 9 1 I "' V) z 2 2x8 HDR 8 -x -__ I cn »� i=i=i ae+ uj FI o o J Z o Q SW6 SW6 ' ; C 5 o' _" (o I �- c K U = - SW6 ; I o S4 = - 1= I J ¢ U I 0 Of � I m o I w _J 4x10 FB 1 I Icx I 1I I ¢ z i® i =O®�i=i w i=i®i 2 w o O N HDU2 N m = ♦ 4x8 FB 7 1 II�'- S4 �-- �4s�i iE STAIR FRAMING I - �+ SW6i®i 00 N N O ._ x 4x12 STRINGERSI I 4x8 FB 7 N �I I x � 1 I w � 1 A T WALLS 1 N N p d 4 00 4x10 FB 1 o I x 21 Zi=i i=i T l y I 1 N r z 1 a 1 N I L� I23 0 6 I I 2x10 ® 16 O.C. I El 6 TYP. U.N.O. I HL d_ - o 1 I H- - f= S4 2x10 @ 16 O.C. w _ 00 TYP. U.N.O. I N x ( 1 �- d' 2 2x8 F (z CIO Lh LSDTHD8 x I a o SW6 N FLOOL I LSDTHD8 00 1 to I dx II 00 1 4x8 FBI cv ■ W N SW6 =-----s I � a; � HDU2 2x8 rr— q. -----------------------� � a EDGER D4 3 3 ■ ® r S4 D4 Og N 4x12 HDR 10 4x12 HDR 10 _ 4x12 HDR 1 O BUILDING IS SYMMETRICAL -4- -_-_-_-_-_- -_-_-_-_-_- -®-_-®-= EXCEPT FOR UTILITY V LSDTHD8 x 1 - - i 7717m - iCLOSETS. OWNER z THD14 10 P I I STHD1 THD14 � STHD1 � f-- SHALL DETERMINE WHICH RENOWN i 1 SW4 SW4 I __ _____ 0— Im 4 SIDE OF EACH BLDG. 19 4x8 HDR I------ 6x10 F 11 ® • 1 im S4 SHALL HAVE CLOSETS. a 100 CO 1 x x 0 x c LL I I d N� Ix 3 Q El A8 d- Q L --------------I 8x8 POST o . (TYP. OF 16) L _i _ i _ i__i _ i _ --_i _ 4x10 FB PT® 0 O J U. o '� BUILDING 1st FLOOR SHEAR AND 2nd FLOOR FRAMINGN6PLX 1/4"=1'-0" BUILDING IS SYMMETRICAL ABOUT MIDPOINT Fzl�BEAM�SIZ�ING COORDINATION SHEAR WALL NOTES FRAM I N G NOTES SW# SHEAR WALL TYPE - REFER TO NOTES BELOW. TRUSS SPACING: 24" O.C. - TYPICAL V� LEGEND 1 SHEAR WALL- REFER TO NOTES BELOW. FB FLUSH BEAM V' D1 UNIT HDR HEADER E HD - FRAMING MEMBERS, HOEDOWN TYPE REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES �' .� 2,_p„ 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL 0 = Ill L TYPICAL ROOF FRAMING CONSISTS OF 15/32 OSB WITH PLYCLIPS OVER 0 SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. = OVERFRAMING 0 = aa=, r 4a > �. 16 , HALL CONTINUE ABOVE AND BENEATH �s��.�,� WALL SHOWN AND _ SEE NOTES TO LEFT D1 OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 314" T&G PLYWOOD OVER 2x10 s0 E SEE S1 & S2 FOR REQUIREMENTS. ., - -- - - - - - - - - - Q I �� I ATTIC ACCESS PANEL `�"� 2 "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 8dC�6 OC AT PANEL EDGES AND V / t0 2 ALL EXTERIOR WALLS ARE SW6, U.N.O. OVER SHEARWALLS, AND 12" OC IN FIELD. NUMBER OF 2x STUDS GREATER ® � THAN 2 (AS POSTS) AND SOLID HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS BEAMS (LESS THAN 6' IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID 4- ■® HANGER PER. (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 10 STRUCTURAL DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. �, U) 10 NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED ® Q .v 2 s INTERIOR BEARING WALL. ■ 10 TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/S4. .� 2 s SEE 4/S6 FOR TYPICAL WINDOW STRAP DETAIL SEE 13/D1 FOR PENETRATION ■® FEN 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. m DRIVEWAY GARAGE 1 REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR ADDITIONAL M REQUIREMENTS. SEE ROOF PLANS FOR VENTING. FLUSH BEAM AT DECK o 1 FOR OVERFRAMING SEE DETAIL 2/S3. PROVIDE BLOCKED EDGE 2 x 4 1 1/2" - 1'-0" SECTION HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES w AND DETAILS FOR NAILING BLOCKING. 0- cc Job No.: 12-04 REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Q 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 N 3 SEE DETAIL 1 BELOW FOR THESE TRUSS DIAGRAMS S5 OVER BEDROOM. SW6 SW6 r----------- ---i-- ------------� KI 2 STRAP WINDOW I ABLE !EN TRUSS I S5 RAISE PLATE 24Y4" THIS WALL SW6 SW6 SW6 SW6 --- --- --- --- —i— — I — —I---- --- --- — — — —, SEE DETAIL 1 BELOW FOR I THESE TRUSS RAMS R DIAGRAMS STRAP WINDOW _� 4x10 DRc1 x10 H ROO OVER LIVING ROOM. STRAP WINDOW o � / I \ / �1 co x I of L--- --- --- --- --- --- — SW6 SW6 I 1 N . I oo .. O 1 STRAP WINDOW 4x10 DR � _ FIRST ;:� °.b.°.9.°. I .a.bbE I INSIDE TRUSS n rr I W" SW6 ,Yaa°a.°°a.yst•°e .°.;.a.° ..... °.°."a'.`e'a ----ea'a' 1 I 0 ®a b FURR CEILIN TOMATCH aaaaae . _ a ,a..., HEIGHTI G LOWER CII E L G 4dE°.d b c 1 SW6 GT I 1 BTO LE AUG � B222 ��—/� s3 I �, KIRKLAND, WA 5558 0 1 I XOE I � v I --� O >� </ � I 5 2'— ' T FACE F TRUSS ` D4 O I � J ——— ——— ——— —— ——— ——— ——— ——— ——— ——— O .1 � 61+ ®_ Q I W I 1 I U co z __ s I I U w W a°. I 3 in I C > a SW6 O 7 •°I`Pe0 p — W S5 SW6 SW6 c D4 �o .al` I z �^ , as ,e° e A. w �� __. . r _ . 6` a s e P b q ,a e b a s s a a e °. •e '<bOa b a -`•�° !J lz e •a ° , °°r< ,• ° , ab a`��.'Pg= °. 239-\5#;D°RAG TR JS J •'a I z I I - SW6 U I U = -� C? J t 6 U O SW6 7 . Q L_ I ,cn I D4 U � { D4 ° d E`��e a'�� w E z G I I w I o a•q° '°aaa i aaa°• ° aab°• [fj{ 1 I t I N N SW6 CN r � D4 I a p a s°• •.° N N p ° . co >- LO 4d b - D4 I 1 I .•"a • I N r U Z I � / I SW6 °•asa I I x � I I e•tea•_.� I I .. Ia� N SW6 I O P I 3 I c LA I S3 I J o I --j I I I 5 �&'yg°ay` .a Lu 4x8 HDR _ I ■ 12 SW6 / 1 1 I S5 (� a o 0 SW6 ---- --- / 1 I ■ o N — I 4x8 HDR0 — __ - —_� 4x8 HDR 0 STRAP WINDOW 1 OB I GABLE END I TRUSS �1 I SW6 SW6 D4 1 1 � 4x8 HDR m 10A STRAP WINDOW I I o I D4 m 0 Tl_ I I 1 I = u. SW6 SW6 1D4 x I 1��- I O L v �I —�"� GABLE EC�ID TRUSS----------------- — I -- -------------------- J !1. 6x6 POST 1 � o a; r ' 1 " 6 =PLEXBUILDING 2nd FLOOR SHEAR AND ROOF FRAMING PLANFIRST INSIDE TRUSS 26 —1 N /2 TRUSSES OVER LIVING ROOM 20'-10" 1/4"=1'-0" BUILDING IS SYMMETRICAL ABOUT MIDPOINT FSBEA`MSI�ZING COORDINATION SHEAR WALL NOTES FRAM I N G N OTES 6:12 6:12 SW# SHEAR WALL TYPE — REFER TO NOTES BELOW. TRUSS SPACING: 24" O.C. — TYPICAL SHEAR WALL— REFER TO NOTES BELOW. FB FLUSH BEAM LEGEND 4) I � HDR HEADER E N FRAMING MEMBERS, 0 �— H D# HOLDOWN TYPE — REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES 0 = '® I TRUSS 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL _ / 0 OVER UNIT A TYPICAL ROOF FRAMING CONSISTS OF 15/32 OSB WITH PLYCLIPS OVER �� 8'-21/2" PLATE HGT. SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. ° Q�° OVERFRAMING ------- ---------------------------------------- `" L__---------- – – – – – WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH F °;`�5 SEE NOTES TO LEFT �- 20'-6)/2" „ „ , „ OPENINGS. ® ® E 4'—IJ/2" 5p—� 1 �_g TYPICAL FLOOR FRAMING CONSISTS OF 3/4 TBcG PLYWOOD OVER 2x10 s —— n „ SEE S1 8c S2 FOR REQUIREMENTS. "N 1-1 -1•+ SS — BOTTOM AT 8—2Y2 PLATE HGT 33—101 I �� 1 ATTIC ACCESS PANEL "8 GABLE END TRU /2 SW INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER �__y U TO SHEARWALL SCHEDULE ON 11/S3 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d@6" OC AT PANEL EDGES AND ALL EXTERIOR WALLS ARE SW6, U.N.O. OVER SHEARWALLS AND 12" OC IN FIELD. NUMBER OF 2x STUDS GREATER MATCH INTERIOR TRUSSES ® O THAN 2 (AS POSTS) AND SOLIDlot HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS BEAMS LESS THAN 6' IN LENGTH SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID (SHEARWALL EXTENTS). REFER TO 5/S3 8c 9/S3 TO AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING m 0 E GABLE END TRUSS DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS SUPPORTS BELOW. THE FOUNDATION. BEAMS (GREATER THAN 6 IN LENGTH) SHALL BE < __ 8_'-2%2_" PLA_TE H_GT. CL NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED V ■ __ 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 ® 10'-11" OF THESE WALLS AND FIRE ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION.12 12 1 6 � � 6 M REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR ADDITIONAL REQUIREMENTS. • INTERIOR TRUSSES 9'-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 x – – – – – – – – – – Li — INTERIOR TRUSSES HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES � 10—7 AND DETAILS FOR NAILING BLOCKING. i BEAR ON SIDE OF Job No.: 12-04 GIRDER TRUSSES REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Sheet No.: TRUSS DIAGRAM PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR Q - 1 REQUIRE PROTECTION PER 13/D1. o 1/4" = 1'-0" ELEVATION Sheet Order: A B U F R E S D 20 20 D4 16 16 D4 _ D4 D4 N N � ' Ir------ ------ I,------ ----+ - -------� -�, ��--- --- ,�--- f�iifiiiiiiifiiiiii fii • iif'iiiiiiiiiiii iii iii • •--------------- /J7 --- ------------ ------------ --- r ��--RJ I [RJ] ( RJ I I RJ � � kd } fwly i-isi s� � : : .: : �iiif=iiiiiii iiiiiiii iiiii D4 _ — — . .z z. . � f6 am I 1 TO LE AUG I I I I I I I I 1 I KIRKLAND, WA I I I I I I 5558 �Q I I I 0 I I 0 1 I ■ I I I ■ I I � I 5 I I D4 I —► W/D I W/D I 1 f ❑ • ❑ I I .� I I I L J I DRYER 15 I 15 DRYER 22,_p„ I — _____JL-J �? c N 20 I ❑ D4 RADON VENT RADON VENT D4 ❑ 21 LIN. FT. RIDGE VENT 21 LIN. FT. RIDGE VENT D4 I RANGE / / RANGE 1 1 ...........f.................... ............................................................................................ BATH o o BATH . ...f....... ..f . ........l................ �; YN D4 I I W 20 23 LIN. FT. RIDGE VENT 23 LIN. FT. RIDGE VENT 20 1 (DRADON VENT D4 + . + D4 RADON VENT••f 1f 111/1.111111!1!1!!1.1!11f 1111.111!• if1f1l11.111f1•f1ff1•ff•f1•••1.11111ifii•••1.1111/1 !•11••lfffff fif!••11.11f11f!!11•f111• !!f!1•i1/111ff!!fi•••11.1.111!!1!!1••••f 11 •!!1111!11111!11•flffff!!••1!l11111••111ff1i!!!1!!1.11• 11!11!1.1!1.1!11.11111•!1111•!lff lilfl• v o 1•f 11f1fffifflf!!!••••••1•f ff ff lflffflf! f•••1•ff•f1•ff!!!•llifl•••1f 1 001090000100 fees 1f•!f 0011• •1•••lfff•fftf!!••••1.1.111ff!!i1.1..flff!v ease fff•f!1•f••!•••f1f lff l•!f•f f•f as 10•111 ••11•f1111!lfif!!!!f!1•if1f1.11•f 111flffi!•i11.11!••1f• !!!!!•••1111.111!!1f!!!i1•!1••1••1.111• O [RJ] 1 i 1 12" i RJ LJ I I 7 BATH ' BATH 7 1 Lei p I D4 ❑ ❑ D4 I I I N �_ 12 I 20 I �..®..®..®..®..®..r®..®..® .®.. .� ■■®■■®■■®■■®■®■■® ■®■■®■■®■■®■■� ' �..®..®..®..®. ®..®..®..®..®.. ..®. ®..®..®..®..®..®..®■.SEEMS..� 1 20 I 12 i S S j o �� - D4 I ■ ■ ■ I D4 , D4 I ❑ ❑ c3 1 El RANGE 7 7 RANGE ; : ❑ 1 j I DRYER i D4 ' 1 D4 i i DRYER ' j I r o I 6 ❑ . . D4 . . ❑ 6 I a z o I 1 D4 W/D W/D D4 1 ' : : ■■®■■i■■■i� ■®■ ®■■ : : ' BATHL BATH ❑ : : : : ❑ 1 AREA 1 �■■ ■I� : : ��■ �� AREA 1 i N 1 1 1 UNIT SEPARATION 9 1 I I o r FIRE PARTITIONS D6 I 1 D4 's IN ATTIC D4 I I N I I . . 1 IDome- re 1 z ; i IL-J FRJ w : : w [RJ] L J I 1 i � i i 5 > j w • • w I ■® 1 � : i ■ D4 : sem I o N iiiiiiiiii • • • • iiiiii iii 1 z . . . . z 1 0 I j J I I I ®. � o II CD (D: : N 11 I I I LL RJ RJ 1 D4 11 ❑ I . . : : ❑ I CLASS C COMPOSITION I SHINGLES THROUGHOUT s 's 1118" � I X0Use a RJ D4 II 11 's 's D4 RJ 11 20 r/ a Q 20 I . . D4 16 II 11 II 11 16 D4 0 D4 RJ I ' I RJ D4 I�------------------- -- --------- ❑ 1 I ❑ --------- — --------- -------�I —04 ' ; 1 BUILDING IS SYMMETRICAL EXCEPT FOR UTILITY 15" 1 p� CLOSETS. OWNER II I 11 j SHALL DETERMINE WHICH a; �— i I I I SIDE OF EACH BLDG. a �� b----------------------- --------------------- -- --i ---------------- --------------------------� SHALL HAVE CLOSETS. r 12 D4 EAVES ARE 18" UNO 20 BUILDING IS SYMMETRICAL 20 RAKES ARE 12" UNO D3 ABOUT THIS LINE D3 SLOPE IS 6:12 6-Plex Buildings ATTIC VENTILATION CALCULATIONS Attic Venting Required Birdblock Vented Low Roof Ridge Actual Venting Provided 6mPLEX BROOF PLAN .® Area Area(sf) Ratio Vent(sq.in.) Vent(LF) Soffit(SF) Jacks Jacks Vent(LF) Lower Upper Total 1/4- A /4"A 904 1/ 300 434 18 32 4 20 432 240 672 N B2 1150 1/ 300 552 38 2 53 191 636 827 Area 1 144 Ill 300 69 24 3 58 150 208 CL0 o 0) M > 2 0 ® 0 E ROOF LEGEND .� ft 0 00 6 V RJ ROOF JACK 50 SQ.IN. NET FREE AREA m t� ,� ja < 9 > 6: 12 SLOPE INDICATOR E �.. *, ------ BUILDING OUTLINE "- �® t� 0 E 0iiii•� EA VE VENTING 2.4 SQ.IN./LF. NET FREE AREA CL � U) RIDGE VENTING 12 SQ.IN./LF. NET FREE AREA ® Q ■ . • —••—••- UNIT SEPARATION AT ATTIC . GUTTER (DOUBLE LINE) ■ DOWNSPOUT LOCATION O M VENTED VINYL SOFFIT 5.9 SQ.IN./LF. NET FREE AREA 0 X W J Job No... 12-04 Sheet No.: Q 0 Al 0 Sheet Order: A B U F R E S D N ML S If, t t A B A11 A11 I TO LE AUG I KIRKLAND, WA 5558 4e 0 O� co L OD Q DD 0 3 D5 Q a: IMP 0 ❑ U V v Q � U W `a BUILDING IS SYMMETRICAL REAR ELEVATION EXCEPT FOR UTILITY CLOSETS. 0 L DETERMINE 1 8 =1 -0cm OWNER SHALL / N WHICH SIDE OF EACH BLDG. ' SHALL HAVE CLOSETS. 04 o co 0 Q Z � N r o ' N a , a LA v co Z 18 v ■® D4 N r.. ai +- a O 16 1 � v r D400� 091 ■® N TOP OFi.0006 - 1 / PLATE / p 13 1 I co D4 "N ■ ■ ■ ■ N N II 12 8 00 a li i D1 _ MASTER BEDROOM MASTER BATH 2ND FLR. � � �' 3 Q W 2 C 3 3 C7 I I 11 14 0 .-- J ❑❑ I I D5 D4 ❑❑ D3 m _ D1 �- I I I ❑ ❑ J I 2 00 0 0 0 / o (D uj0 I I p2 / ❑ I I ❑ _ I I MASTER BATH MASTER BEDROOM-- 1ST FLR. ►I Li 1 a 4 o SECTION A 1 SIDE ELEVATION D5 "_ '_ D2 1/8"=1'-0" WITHOUT UTILITY CLOSETS SIDE ELEVATION r 1/8 1 0 1 8"=1'-0" WITH UTILITY CLOSETS / B A11 A11 5/4x4 TRIM U) COMPOSITION 0' SHINGLE ROOFING PREFABRICATED 0 VINYL WINDOW 20 GUARDRAIL � � 20 D4 2x8 FASCIA ' 2 L D4 HARDIPLANK LAP SIDING 20 ® 0 D4 -� 1 / �� IN 0 6 5/4x4 CORNER TRIM 16 TOP OF 1 L. PLATE D5 D4 TOP OF PLATE Ja 11�gggggg -w 13 � "N � I N 0 3 UNIT B2 UNIT A 2x8 0 0 � 15 � D4 2x10 BELLY � BEDROOM BATT-I� �� DINING D3 BAND 2ND FLR. ® Q • 2ND FLR. - V 1 i 14 14 2 D1 D 4 UNIT 61 4 ❑ 0 0 ❑ ❑ ❑ - -------- - 0o D2 as as as ❑ � as as o� � _--_-._: M B TH UNIT B1 GARAGE ❑ _______ BEDROOM A - 1 ST FLR. IST FLR. / / i 0 0 O C� 0 0 0 0 0 0 0 0 117 12 1, o,/ FRONT ELEVATION 'gig,Alk D2 D2 D2 0 SECTION B lu 1/s"=1'-0" 1/8"=1'-0" Q0 Job No.: 12-04 Sheet No.: Al 1a 0 Sheet Order: A B u F R E S D N --� --------- --------------------� W2136 W3018 W3936 F F W2436 W3630 o ; , \ • i ; -----' GWB O P E N ; - MICROWAVE W/ I EXHAUST FAN A r -- r • i B I 1 12" TOP AT +45" COUNTER & cm C REF IO I 4 GWB GWB SPLASH j(� k� r ® ® ® ® I REF ;h I I I LO Ti Cy , / A N GEAl ---4 1 , I --------------------------------- -----------------------------------------------------J B21 1327 B12 F BS36 DBI 8 818 0 KITCHEN PLAN A KITCHEN g KITCHEN C KITCHEN I B TLE AUG KIRKLAND, WA 5558-------------------------- a E �Q O ----------------------- r--------------I W2136 W3018 W2136 F W3630 v 11 I I I - i i --------------i i 30x48 CLEAR 00 LIGHT BAR -- - - - , 1 I . � ! FLOOR SPACE E N ` -- OPEN OP I I I I - - AT STOVE MICROWAVE W �� "'• r I I I I I O / >_ I o � � I I I O I MIRROR I ► 30x48 CLEAR COUNTER & ._ I I I I EXHAUST FAN I r I I „ TP 4-6 x 3-0 � , FLOOR SPACE, � 4 SPLASH � 1 AT SINK I F--------------i L------------- 12" TOP 1 I - ' " COUNTER & __ _ --, ; ; GWB REF AT +45 w 4" SPLASH ' ' $ �_._.,___ I ® ® ® ® z pp 00 { ' ---------�— ' Q --- w - I I , .� ,/ \, " 24p) TB 17 - ------- ----- --- I D W III r---------------- L -j 04 0 7 DB12 830 D812 24 LINEN B21 821 B9 BS36 DB12 B36 M s 30x 48 CLEAR FLOOR SPACE AT DISHWASHER 30x48 CLEAR FLOOR SPACE KITCHEN KITCHEN BATH AT REFRIGERATOR KITCHEN � ZBATH PLAN A KITCHEN PLAN AB C Mc Fm w N UNIT A INTERIOR ELEVATIONS - u ' N 3/8 =1 -0 TOWEL I C p RING 0I I ■ CV N I a ii p r li � N TOWEL o ' RING I I . LU L J r LIGHT BAR - - - - - LIGHT BAR �r m – u- 3 Q r a ' -----,24 TB r _-------i 24 TB I MIRROR ■® o ------------------ , , MIRROR r 5-6 x 3-0 r---- ------------------,I I SURFACE MOUNTED TP 48x56 CLEAR 4—O x 3—0 FLOOR SPACE I I I 30x48 CLEAR 11 AT TOILET I � �� I - - - � � FLOOR SPACE I� � COUNTER & i ; A I CO UN TER & AT VANITY 4 SPLASH " I I II I 4 SPLASH co TP I — Y 30x60 CLEAR I I a 11 I 0 I FLOOR SPACE i AT TUB. opo o I M I " I " Lj L— - --- - - - - - - - - - - - -- -� �- - - - - 1 PROVIDE BLOCKING VBD12 VC36 36" B30 DB12 B30 F FOR GRAB BARS Q BATH PLAN A BATH MASTER BATH PLAN A MASTER BATH UNIT 1 INTERIOR ELEVATIONS E 3 8"=V-0" L' C 0 _ ■- ---------------- u _ / I W3630 W3636 W2136 F F W3936 W3018 W2436 W2436 ® o '$ 0 ja GWB ' D ' \ - ----- - -�--- O P E N O P E N __ �______L MICROWAVE W/ 4' A i \ ,/ •/ \ // EXHAUST FAN / o E _ B 12" TOP AT +45" j -----j � +�+ co I COUNTER & I I I i TECH 4" SPLASH GWB I I REF PORT GWB GWB I I I DW ® ® ® ® ® ® I REF M I I ■ I U I I o I I O O I " M I I z ----------- -- --------------------� " RANGE ------ — __ I I I I w r— DB15 B30 F F B27—-—-—-—-—-—-—-—-—-—-—-- ca 824 F BS33 F B15 n, Li KITCHEN KITCHEN z KITCHEN PLAN A KITCHEN g KITCHEN C p � Job No.: �2-04 Q UNIT 2 INTERIOR ELEVATIONS � Sheet No.: 3�8 0„ a 0 Sheet Order: A B U F R E S D MC I o I I I A I D an 24" TB o 2' c 0 ------ - IGHT BARI TP , LIGHT BAR 1 MIRROR 24" TB MIRROR 6-0 x 3-0 4-0 x 3-0 24" TB I � � 1 COUNTER & 4" SPLASH COUNTER & I I � I BTO LE AUG 0 � 4 SPLASH , co 00 KIRKLAND, WA Al 0 I 5558P1 Q J 1 I � � �N 1 / \ I Y � O 1 I (p MC = O N -------- I I --- --- --- --- r7 I Lj -- - - - - - - - - - - -- L - - - - - - VBD12 VC36 B33 D818 B33 F BATH PLAN A BATH MASTER BATH PLAN A BATHILA o 0 UNIT B2 INTERIOR ELEVATIONS CONT. 3/8 rn w O z z U L= w O � o M C2- 4 N � N o � p N a' r v p r N N Lu • L � a m 0u-3Q a L O a �I f/7 P ■ ® � to L F C u 0 0AL = ■® 0 �. ® o E . 0 V E ._ g m o E >1 U)0v M z 0 Q L 0 FY .. z Job No.: 12-04 Q Sheet No.: r r Q 0 Al 8 Sheet Order: A B U F R E S i FUTURE GRAB BARS r--------- -- PROVIDE BLOCKING jj I I FOR GRAB BARS I I I o 8 I I I A C "'5 r 0 �—30x48 CLEAR FLOOR SPACEA", — _J ALLOWING PARALLEL APPROACH _ ' 3 Irol � r Sfe210 6 - yK1 ® tj �TUB/SHOWER PLANNotes re ardin o erable items in acc ssible units, x 0 1110.3 Operating controls. Lighting controls, electrical Me receptacle, plumbing fixtures, environmental controls and user CURTAIN ROD controls for security or intercom systems shall comply with this section. Exceptions: �CURTAIN ROD I tzr BTO LE AUG � 1. Receptacle outlets serving a dedicated use. 4 MAX. PROVIDE HAND HELD p g FROM FRONT SHOWER SPRAY ON KIRKLAND, WA 2. Appliance-mounted controls or switches. EDGE OF TUB 60" LONG FLEXIBLE 5558 �Q 3. A single receptacle located above a portion of countertop HOSE PER SECTION 1109.10.9.4 �f uninterrupted by a sink or appliance need not be 2x10 BLOCKING I I __ FUTURE VERT. THIS BAR MUST ,� accessible provided: GRAB BAR I NOT OBSTRUCT _z FUTURE 24 2x10 BLOCKING 18 MIIMUM GRAB BAR USE GRAB BARS 12 24 � (3.1 At least one receptacle complyingwith this section is I I FUTURE 24 GRAB BAR o0 2x10 BLOCKING FUTURE 12 > ) p Q L- - 2x10 BLOCKING " -— - --- - - -- ----- - GRAB BAR provided for the portion of countertop; and _ o _ o _ _ o — L 0ofo (3.2)All other receptacles provided for the portion of o �, o BATHTUB CONTROLS countertop comply with this section. z o ®- i- MUST BE WITHIN �- " THIS AREA PER SECTION 4. Floor electrical receptacles. U, 1109.10.9.4 -----� --------------J ------ EQ. EQ. W A SIDE (:DB [FRONT C SIDE L Parts of the Code referred f o above, CN TUB/SHOWER COMBO a Reach Ranges 4 o g 3/8 =1 -0 �- 1109.2.3.5 Forward Reach Z Q Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above the floor or ground. N Where a high forward reach is over an obstruction, the clear o floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. N q p o � 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. N T- 1109.2.3.6 1109.2.3.6 Side Reach '® ace allows a parallel approach to by a FUTURE GRAB BAR Where a clear floors _ p N person in a wheelchair, the maximum high side reach allowed _ _ - _ - __ _ _ _ _ _ __ PROVIDE BLOCKING shall not be higher than 54 inches. Obstructions no rater than -------- --- FOR GRAB BARS 9 9 I 34 inches high and no more than 24 inches deep may beUj .® located in the side reach areap rovided that when such obstructions are present the side reach shall not be higher than 46 inches. The minimum low side reach shall not be LL lower than 9 inches. ' I I ■ 0 o 1109.3 Controls and Hardware I q I 48x56 CLEAR FLOOR SPACE I I L I I AT WATER CLOSET I 1109.3.2 Operation. Operable parts shall be operable withI r—30x48 CLEAR FLOOR SPACE I I � I one hand and shall not require tight grasping, pinching, or `- — — — � J ALLOWING PARALLEL APPROACH CENTERED ON- SINK — — — — — — — I twisting of the wrist. The force required to activate operable t ( ) 0 parts shall be 5 pounds maximum. VANITY PLAN 1109.3.3 Mounting Heights. the highest operable part of a �� 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 Z FINISHED END PANEL 3'-10" BLOCKING BLOCKING 5 POUNDS. X 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 ET » IN ALL GROUND FLOOR BATHROOMS.- WHICHEVER ATHROOMS. w � WITHIN CABINET - FUTURE 12 FUTURE N � WHICHEVER IS IF UNIT C) ~Z I HIGHER CANNOT INTERFERE ' 36" GRAB BAR MqX, 42 GRAB BAR GRAB BARS DO NOT NEED TO BE INSTALLED, BUT m X23 L1 W/ CABINET REMOVAL r ___ _ __ __ ___ ____ , IS OCCUPIED BY A TENANT WHO REQUESTS GRAB BARS, V♦ o I o oI THEY SHALL BE INSTALLED. GRAB BARS SHALL CONFORM ~ _____________ TO THE STRUCTURAL REQUIREMENTS OF OSSC f- - ---- --- �, X 00 CL SECTION 1109.10.11. Q ' Uj w z CABINET CO CABINET = m I 0 BOX z - " m 0 oo 1 � a - r I M L ® ® E RAISED �+ FIN. END PROVIDE ' FINISHED PANEL 30" MIN. TOE KICK FLUSH 15" MIN 18" a� `__ T CONTROL WALL � MAKE SINK CABINET REMOVABLE WITHOUT NEED THIS SIDE FOR REMOVING OR REPLACING SINK. EXTEND lot FLOOR COVERING BENEATH CABINET. '® M0 �. A FRONT FRONT SIDE U N v REQUIRED ONLY AT SINGLE BATHROOM NE ■ DESIGNED TO PROVIDE ACCESSIBLE FIXTURES (SEE UNIT PLAN & INTERIOR ELEVATIONS) o � v� W VANITY SINK WATER CLOSET w 3 2LLJ 3/8„-1,_0” 3/8„=1,_0„ o E w Job No.: 12-04 Q Sheet No.: A19Q Sheet Order: A B U F R E S D N - 2x4 BLOCK BEHIND NOTE: SHEAR DIAPHRAGM SIDING OVER BUILDING • 4 TUB NAILING FLANGE 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 2010 » ON BOTH SIDES. 5/8 GWB OVER SHEAR PANELS OSSC. The thick lines in the detail indicate a penetration by ____________________________________ _________ __________________________________________ INSTALL 5/8" TYPE 'X' GWB BOTH SIDES WHERE INDICATED BEHIND TUB. a pipe, conduit, vent, etc., whether plastic (combustible) or FOR SHEARWALL 4 EXTERIOR ' EXTERIOR non-combustible. WALL annular space around INSTALL 1 LAYER 3 4 In general these penetrations (or the u 2 P 2 AT 9 P . . / I WALL . . - OSB UNDER TUB !N PLACE UL WL1052 them) would com romise the inte rit of the fire rated DECKS P 9 Y during a OF GYPCRETE 1 HR I assembly unless it were closed off and protected u g ., WOOD fire. Partywalls between units are fire-rated walls. Except 2 TH MA INS ATI SPECSEAL SERIES for first floor bearingwalls walls within units are not rated 100 SEALANT. 1/4 g walls (even though they may have rated wallboard) and •- CROWN, ANNULUS TYPICAL therefore penetration of the wallboard need not be 5 IV 1/4" TO 1/8" PENETRATION protected. However, penetration of the top and bottom i 4 4 ' INDICATION DROP laces of non-rated walls into the rated floor assembly 6 6 y r•. EXTERIOR P Y ' ' 4 4 r. s, 3 i r• PARTY CEILING WALLS needs to be fire resistance rated. � �� METALLIC WALL The Contractor shall determine the fire-resistance rating for 2x STUDS AT 16 O.C. � � ix each situation, and tested assemblies shall be submitted to TAPE & PAINT GWB TYP. 5 PIPE , /8 GWB OVER 2x6 STUDS AT the Architect and the City in accordance with the 16" O.C. � ' � a >� Deferred Submittals section on the Cover Sheet. NON—RATED WALL ��=�� NON—RATED WALL '°__ ---_ 10 t0 10 10 PENETRATIONS INTO INTERIOR BEARING WALLS ON THE FIRST BUT ACCORDING TO 4 4 _ _:.•. .._• . FLOOR OF 6-PLEX BUILDINGS BUT ACCORDING TO NOTE: 4 4 SLAB ON GRADE BEARING 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 rlf NON BEARING PROVIDE 50 PENETRATION AND STUDS RO MINUTE RATED. PEN A 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. MINUTES OF PROTECTION PROTECTED. SEE 13/D1 FROM EACH SIDE. FROM THE INTERIOR. 1 BTO LE AUG c IN STACKED FLATS TYPICAL INTERIOR WALL EXTERIOR WALL KIRKLAN8 WA TUB DETAIL PENETRATION LOCATIONS FOR FIRESTOPPING ,� 5558 O 13 5 1 •� � 17 , „ , ,t » _ SECTION 3 = 1 —o PLAN 3 = 1 —o PLAN �' SECTION NO SCALE Q 1" 'GYPGRETE 2000' OVER 1 HOUR FIRE BARRIER 1 HR. UL L514 SYSTEM 13 3/4" PLYWOOD SUBFLOOR OVER SIDING OVER BUILDING Finish FlooringFloor Topping Mixtures - 3 to 7 al. of water mixed with 80 lbs. 2x10 AT 16" O.C. FELT AND SHEATHING. ACCORDING TO TABLES 721.6, PP g g SEE 9/D7 FOR FELT THE GWB, INSULATION AND -� of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be ...:-7777777.77.y ;, ,::;. :;.;:.;:..,- ;;.::; r- INSTALLATION UNIT STUDS PROVIDE MORE THAN THE 1000 psi min. Thickness to be 3/4 min when used with 19/32 in thick plywood sub-flooring :s:" "r`' r REQUIRED 60 MINUTES OF or 1 in. min when used with 15/32 in thick plywood sub-flooring. 2 PROTECTION. P Y - - GC GC2000 L-R or T-F. ----------------------------- ----------------------------------------------------------- Maxxon Corp. Type D C, FOR PENETRATIONS, SEE 13/D1 0 STUDS @ Vapor Barrier - (Optional) Commercial asphalt saturated felt 0.030 in. thick. IJ Sub-flooring - 15/32 or 19/32 in thick plywood min grade "C-D" Exposure 1 or "C-D" 16" OC with exterior glue conforming with PS 1-83 specifications. Face grain of plywood 2 g 9 P 4 to be perpendicular to joists with joints staggered. P P . 4. Cross Bridging - 1 by 4 in. WWWWWMI0 Note: When the floor is constructed using the alternate floor systems described above, ____________________ _ 1 by 3 in. cross bridging may be used. rFIRE 5. Wood Joists - 2 by 10 in. spaced 16 in. OC, firestopped. R11 BATT : : :.. . :.: .. ....... .:.: .• • •• BARRIER 6. Furring Channels-Resilient - Formed of 25 MSG galv steel, spaced 24 in. OC INSULATION IN U ATI to oists. Channels overlapped at splices 4 in. and fastened to each 5/8" TYPE 'X' GWB perpendicular � PP p OVER 1/2" RESILIENT %$" GWB OVER 2x _ 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 � p 1 in C. screws spaced 2 O Fastened to furring channels with 1 in. long wallboard p BUT ACCORDING TO End joints of wallboard (or lath) similarly fastened to additional pieces of furring TABLES 721.6, THE 5/8" 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 J distance from sides and 1/2 in. min from ends of wallboard (or lath) sheets. PROVIDE 50 MINUTES OF GARAGE w Furring Channel - Case-hardened steel 1 1/4 in. Ion 0.150 in. diam shank SHEAR DIAPHRAGM, WHERE 8. Scre u g 9, 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 self-tapping, Phillips-type head. � N 10. Joint System - For Wallboard or Lath, Paper tape embedded in Cementitious compound UNINSULATED EXTERIOR WALL GARAGE - TO - UNIT WALLover joints, and exposed screw heads covered with compound, with edges of compound 2 �-6a, N feathered out. 3" = 1'-0" P LAN 3" = 1'-0" P LAN a L!7 0 1�` TYPICAL FLOOR - 1HR. HORIZONTAL FIRE BARRIER » _ ,. SECTION 1 1/2 - 1 -0 N r c> 3/4" PLYWOOD SUB N . ,_.•. ..._.,..:..••.... ..•...-•.,.......r..... ... . .:: ....::...•.r:..:.:.::•_.� .• : 2x2 NAILING AND FINISH FLOOR ■® STRIP 26 GA LINE JO ST BAY WITH 5/8"_ 2 UNIT B1 / 4 KITCHEN N DUCT TYPE X GWB FLOOR FRAMING AT 16" OC D1 FAN HOUSING STUDS ® 2 m 2 2 16 OC D1 ----------r----------------- ----- ---- a Q FIRE 4 4 or 0 ALL INSTALLED ITEMS WHICH 14 10 2 • PENETRATE THIS GWB SHALL p� -------------- ------------------ BARRIER 1 FIRE BE FIRESTOPPED. ...'.7-7....:.:.�....•.. . . ....:.-.>.;._..:...:.-:, �.-:..... >:. ...... ... .r...:...r•... ..• . ...-..•-:•.:....:,...-., IV- 1Y, 1 2 2 I A 811 BATT BARRIER 5/8" TYPE 'X' GWB INSULATION 4 4 s OVER 1/2" RESILIENT » • / r2 .2• „ W CHANNELS AT 24 OC _ EACH DUCT GARAGE ONE LAYER -Y8 TYPE X GWB Q DOUBLE 2x4 WALL ON SEPARATE > 1 HR. GA File No. FC542O OR... �8" TYPE 'X' GWB OVER PLATES WITH STUDS AT 16 OC 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 2 T G and 15/32 interior 10 -0 MAX. OC. or 19/32 plywood finished floor with long edges & 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. ■® / 11/2" = 1'-0" PLAN 4 DUCT PENETRATIONS FLOOR BELOW TUB 3„2" ACOUSTICAL 11 INSULATION EA. SIDE 00 2 15 0 1 1/2" = 1'-0" SECTION 1 1/2 = it—opt SECTION USE THERMAL BATTS L E AT GARAGE. WALL SHEATHING V O EXTERIOR WALL 4 0 INSULATION ' 0 �8 GWB 14 . WALL RECESSED NOTE. CONTINUE O YDI CAN LIGHT ROOF SHEATHING TO THE LONE LAYER V8" TYPE 'X' GWB .�+ 0 TRUSSES 2 NEAREST CORNER. OR... s/8" TYPE 'X' GWB OVER Lo ` 4" FLOOR SHEATHING r WALL SHEATHING WATERPROOF DECK •2:: ._ .2;> OVER 0 R COVERING T STC RE UIRED SOUND TES S 50 Q I® 3/4" EXT. GRADE PLYWOODAW s .® % -2 lot 2 ATTIC TEST N0. STC RATING 2 s 0 - 54 INSULATION NBC W13c 2 4 2 NRC-TL-93-265 55 ,a (/) 2 2 OCF448 56 Q `� V ' - ---------------r---r .. ...... ----------- WP 3370 1-Hour GA File No. P.T. FRAMING AS 8 8 8 10 10 -� INDICATED = - ~ - One la er 5 8 Type X sum wallboard applied parallel or at right angles to \\V LINE JOIST BAY WITH 5/8" - - ..:...._.•��;-.:..••.... . , ..•. '...'•.-r..".. •.. .• .:. . . . .. • . .. Y YP 9YP PP � P g 9 TYPE 'X' GWB -Y8" 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. HARDIE SOFFIT 8 -1 PLATE HGT. LEDGER PROVIDE VENTED SOFFIT AT BOTH ENDS OF JOIST SPAN AS AN ALTERNATIVE TO BOXING IN THE RECESSED LIGHT FIXTURE Insulation is added for sound attenuation and is allowed by the Fire Resistance � A "JURISDICTION APPROVED" RATED FIXTURE CAN BE USED. Design Manual, General Explanatory Notes, item 10. • A 1-Hour Fire Partition TYP. PARTY WALL Q EXTERIOR FLOOR LIGHTING PENETRATIONS ENTRY PLANT SHELFo Job No.: 12-04 8 4 16 12 , „ „ �. Sheet No.: 4 1 1/2" = 1'-0" SECTION 11/2 = 1'-0" SECTION 1 1/2" = 1. SECTION 3 = 1 -o PLAN o 0 Sheet Order: A B U F R E S D DIM. PT. SIDING PER ELEV. 4 PT PLATE & I ANCHOR BOLT W.R.B. SEE 9/D7 FOR RADON MITIGATION NOTES 1 ; PER STRUC. INSTALLATION INSTRUCTIONS I R-15 RIGID INSULATION 01 SILL SEALER jFIBER CEMENT SIDING. SEE The following construction techniques are intended to resist radon entry and =N MIN. DRIP ELEVATIONS FOR TYPE prepare the building for post-construction radon mitigation. See OSSC 2010 4 , SIDING OVER WOOD SLAB-ON-GRADE 2 s ; EDGE Special Amendment Section 1812 Radon Mitigation R-2 and R-3. D1 I SHEATHING I SLOPE GRADE I I sesossas®s_s�s®sss_s ®ss�s®s® z 2 6 II I I CONC. SLAB � AWAY FROM WRAP W.R.B. 12 BEYOND Subfloor Preparation: I P.T. PLATE 00 2 2 2 II CORNER EACH WAY • A layer of gas-permeable material shall be placed under all concrete 24 GAUGE PPM I BUILDING II slabs. The gas-permeable layer shall consist of one of the following: I FLASHING ° a - r 1. A uniform layer of clean aggregate, a minimum of 4 inches z 4 z 4;; ENTRY SLAB FILI =III=ENTRY SLAB I 1 ithick. The aggregate shall consist of material that will pass - - - - - - through a 2 inch sieve and be retained by a Ya inch sieve. a a WE II 1=I I II I I I III III I 1=1(I ° °I 4" PERFORATED • Soil-gas-retarder. A minimum 6-mil polyethylene or equivalent flexible I I- I I—I -III III ° FTG. DRAIN & FILTER ' e n t f the gas-permeable layer a p WIRE MESH -I I -I j lI Iii- 6 6 6 sheeting material shall e placed o opo g p = _ • •a MATERIAL AS REQ D3r prior to casting the slab to serve as a soil- as-retarder b bridging I 1=1 I 1=1 I I I i I III_. ° ° I_I1=1 I 1=1 I 1-1 Ell= — — — — ° — — — — GRAVEL • a P g g Y g g a - — — — I ° BY SOILS REPORT 4 � /1V ii 1 i-1 I I 11-I I-I I I- -III- -� I ,III 10C 4 D3 D4 ® SIDING I FLASHING AT I TOP OF TRIM r------------- 8 1013 16 D3 D3f b D3 RAIL SYSTEM I r 8x8 POST BENEATH PER MANUF. - 1x TRIM n 1 I D5 1� 0 # �t DECK UNIT A C14 SPACED DECKING MATCH ` PATTERN SIDING 1 � I BTO LE AUG � 1 O SPACED DECKING PATTERN 4 D3 KIRKLANWA 1� D4 � 55588 �Q 1 1/2 = 1'-0" PLAN AQE SEALANT PER DOOR 10B INSTALLATION D3 VINYL SLIDING GLASS DOOR 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 REQUIREMENTS SEALANT PER MFR INSTALLATION 14 REQUIREMENTS D1 5/4 TRIMPT DECK `1 1 x4 TRIM o I - PROVIDE DRAINAGE SPACE FRAMINGf 13 i 3" 6" SPACED DECKING 14 ® A 2 SLOPE -- SCHEDULE FINISH PE � D3 FLOOR II 2 25/4 TRIM EDGE OF N'"--SPACED DECKING ------ I� 10C DECK j _ I 24 GAGE PPM 03 18 D3 FLASHING - 2x10 AT EDGE 10 2x8 JOISTS SEE 17/D3 8 TO MATCH FRONT 2 s I BEAM DEPTH 2 s I 2X10 DECK LEDGER - SEE P.T. BLOCKING X �o 6 I STRUCTURAL FOR ATTACHMENT \ RAILING ATTACHMENT CN D1BLOCKING PER MANUF. SIDING SYSTEMS 12 TYP. o >. DECK UNIT C WEATHER RESISTANT BARRIER WRAPPED 8x8 POST Z BEHIND DECK LEDGER. LAP OVER BUILDING PAPER BELOW DECK. WRAP UNDER SILL BEFORE FLASHING � N DECKAT WALL DECK EDGE DECK DETAILS 1� 14 10 � N 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 11/2 1" N P 1 1/8" FLR. SH TG. y o 0 coW N ct� 5" ■ EDGE FLASHING 19 OVER BLOCKING SEE STRUCTURAL SIDE FRONT T EAD I I D1 AND 1x4 EDGE DETAIL OR Q� STRINGER SIZE AND SPACING �- 2 BATT 12 I UTILITY 4 � 3 2x8 Q TRIM a • DROP TRIM IM INSULATION D4 8 I 2 c COVER x10 AT 2 STAPLED TO BOTTOM OF FRAMING 8 FRONT OF DECK 4 2 TYPICAL I 2 $ EXTERIOR 10 2 LAYERS OF 5/8" GWB POST 2 4 4 NN 16 WHEN STRINGERS ARE MORE SEE ALSO STAIR PLANS 2 s D1 ---- - v)I THAN 16 O.C., 1 LAYER OF HARDI SOFFIT 2 6 5/8" GWB WHEN STRINGERS 5/4x4 19 v ARE 16" O.C. OR LESS. COR M R D1 "' 5/8" GWB DECKEDGE INTERIOR STAIR DETAIL POST AT UTILITY CORNER 15 11 .® 1 1 2" = 1'-0" SECTION 1 1/2 = 1'—o" SECTION 1 1/2 = 1'-0" PLAN E 1x6 WRAP 6x6 POST ABOVE DECK p '� CENTERED ON 8x8 BENEATH p 4 I i GUARDRAIL CENTERED iCL SIDING D3 ON POST ® 0 I I 1 2'-0" -OVER EDGE FLASHING BC60 AT POST BASE AND $ I SHEATHING METAL OVER BLOCKING �I FLASHING AROUND - SEE 3/D3 Q� t0 I I FLASHING AND 1x4 EDGE N � %4" GAP MIN. � '� ■®- 4 4 BLOCKING OVER 4- 2x8 TRIM W/ RABBIT, P DROP TRIM TO OST FOR 6x6 HARDI SOFFIT 10' SLOPE COVER 4x10 AT ABOVE FRONT OF DECK ■ 8 8 o 2 s 1 � N I 16 13 2 s I 2x8 TRIM D4 I I I D1 12 I HARDI SOFFIT • I 1 D4 1x8 POST WRAP M i D1 8x8 POST c� 0 J 4 SOFFIT DETAIL UNIT A DECK Job No.: 12-04 2 16 0 1 1/2 = 11-0" SECTION 1 1/2 = is—o" SECTION Sheet No.: D3 o 0 Sheet Order: A B u F R E S D i SIDING SYSTEM ' GA FILE NO. !NP 3640 I _ BUILDING PAPER One layer %" Type X gypsum wallboard applied Xx 1-HR UNIT parallel or at right angles to each side of 2x4 1 wood studs, turned flatwise, 24 o.c. with 6d coated SLOPE D1 UNIT SEPARATION WALL nails 1 %$" long, 0,0915" shank, Y4' heads, 7" o.c. 1-HR 10° MIN. 14 ROOF TRUSSES BETWEEN TRUSSES 1 DRAG TRUSS-PROVIDE 1-HR UNIT AT 24 OC ROOF INSULATION D4 VERTICALS AT 24 OC SEPARATION WALL 2 6 D1 BETWEEN TRUSSES DRAG TRUSS-PROVIDE BELLY BAND 2 6 12 -;- VERTICALS AT 24" OC FLASHING, EXTEND 2 2 \\\ 6 UNDER BLDG. PAPER, TYPICAL FLOOR \ \ PROVIDE ADD. LAYER BETWEEN UNITS OF BLDG. PAPER UNDER TRIM S L I \\ TI 2x2 TRIM TRUSS 10 IONWM \\I \\\ 8'-2%2" A.F.F. 5/4x10 BELLY - ------------------- --------- - --- - - - - - - - - BAND i 2 s \\\ >2 <4 i 2 4 ! � � I 5/8" GWB \\ TYP. ROOF/CLG. p � 2x3 WOOD TRIM UNIT HARDI SOFFIT D4 CONSTRUCTIONS VENTED SOFFIT4 2 4 2 EXTEND TYPICAL 8" I 1 OUTRIGGER PARTY WALL TYP. ROOF/CLG. 5/4x4 EXTERIOR TRIM D1 NOTE: TO BACK 10 4 TYPICAL 8" D4 CONSTRUCTION PROVIDE PVA WALL PRIMER AS FACE OF I PARTYWALL TYPICAL VAPOR BARRIER ON INSIDE FACE FASCIA IL ' EXTERIOR OF GWB. 4 I BTO LE AUG ' WALL > 1 -6 CANTILEVER FLOOR TYPICAL ROOF/CEILING B ATTIC SEPARATION WALL ATTIC SEPARATION WALL � KIRKLAND, WA 17 13 5 5558 1 1 1/2 = 1'-o" SECTION 1 1 2" = 1'-o" SECTION 1 1 2" = 1'-o" SECTION 1 1 2" = 1'-0" SECTION / / / / COMPOSITION SHINGLES OVER ROOF SHEATHING DRAG TRUSS-PROVIDE PROVIDE A MINIMUM12 VERTICALS AT 24" OC i ox I OF 30" HEADROOM \\\ 6 BUG SCREEN CLEARANCE 1-HR UNIT o 4 2x BLOCKING BETWEEN - RIDGE w F= D1 FLOOR BETWEEN CENTERLINE RIDGE VENT HOLD BACK 1'-0" TRUSS ENDS WITH 3 2" SEPARATION WALL - �- ROOF TRUSS ( ) � I UNITS OR OVER DIAMETER VENT HOLES 1 BETWEEN TRUSSES Q GARAGE FROM GABLE END, AND 4 -0 INSULATION DAM D4 FROM PROPERTY LINE 81Y16 @6" OC i 14 0 \ I V1 COMPOSITION SHINGLE R ._ DIAPHRAGM \ D1 � EDGE NAILING ROOFING SYSTEM I - - - \ - 8 -2Y2 - A.F.F_ H 4J 6 I \ 2 2 2 2 2 ' ROOF TRUSSES I I S qCN LET OUTRIGGER �c 2 INTO WALL I o a METAL 22" x 30" MIN. OPENING I FLASHING o m Uj 10 5/8" GWB AT CEILING I 5/4x4 TRIM = :2 I SEALANT METAL 2 4 2 4 ----------------------------- WWMN 1�2 ' 1�2 fo GUTTER TYP ROOF Y 2 s I SIDING SYSTEM 13 '• 1 SEE ELVATIONS I D4 /CLG. D1 I CONSTRUCTION 2 4 2 TYP 2x8 FASCIA FOR E » a MINIM OPENING WEATHERSTRIPPING - UM •� FIE SAFING a 13TYPICAL 8 z I R REGARDLESS I W.R.B. - SEE 9/D7 I 4 1 INSUL. FIRESTOP D4 I PARTY WALL w F= o OF ROOF PITCH A SHEATHING D1 5/8" GWB CLG. 1x4 FRAME 4 I �-Q z SCREWED TO 1'-6" D1 °_ TRUSS NON-BEARING BEARING I SITUATION SITUATION ( VENTAT A ESS OUTRIGGER AT UNIT A o C6RIDGE TIC CC ATTIC SEPARATION WALL PARTY V1/ALL AT FLOOR14 10 6 N 2 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-o+ SECTION 1 1/2" = 1'-0" SECTION 1 1/2» = 1'-0" SECTION o 'h SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESDI 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 I 12 I TYPICAL 1 OPTIONAL Y4" MESH SCREEN COMPOSITION SHINGLES 6" MIN. D1 EXTERIOR - 6 I OVER ROOF SHEATHING UNIT r ABOVE 0 ROOF OPTIONAL RAIN CAP � WALL 2x SCREENED VENT BLOCK a - 10,-o" MIN. FROM ANY OPERABLE OPENINGS o P TYP. FLOOR OR AIR INTAKE 1-HR UNIT SEPARATION WALL I N i METAL RAKE 3�2 I I BETWEEN TRUSSES SEE 1/D4 DRAG TRUSS-PROVIDE CONST. COMPOSITION ROOFING ; VERTICALS AT 24" OC 14 FLASHING BOOT FLASHING I ' D1 OVER ROOF SHEATHING __ __ TRUSS \� , 8 1 A F.F. - - - - - - - - FIN. FL. 4 - - - 2 \ AIR-TIGHT SEAL AT HARDI I 2 ALL PIPE JOINTS SOFFIT METAL SIDING SYSTEM U_ 2x8 GASES \\ FLASHING T I L Q Q FASCIA LABEL VENT PIPE U BUILDING PAPER s I ROOF TRUSS "RADO REDUCTION SYSTEM" RADON SUPPORT PIPE WITH PLUMBER METAL AT LOCATION WHERE REDUCIPON 10 GUTTER SIDING OVER VISIBLE IN ATTIC SYSTEM STRAPPING EVERY 6 FEET SHEATHING I SHEATHINGATTIC ( ) �o 1'-6" 2x8 FASCIA 2 x ATE 8x8 P.T. POST 2 i 2 s Y 2 42 4 , 2 6 W 13 e� e TOP SECTION TYP. ROOF CLG. a �= AN ELEC. CIRCUIT TERMINATED I 8x8 P.T. POST D4 Q IN AN APPROVED JUNCTION BOX, TYPICAL 8 CONSTRUCTION 1 UNIT > UIYS o R S SHALL BE INSTALLED IN ATTIC FOR PARTYWALL D1 I INSTALLING FUTURE VENT PIPE FAN ' 24 GAGE PPM FLASHING 4 D1 I SUBSLAB WSIL EXHAUST SYSTEM DUCT 1 2x4 TRIM 3-1/2" RAKE DETAIL DETAIL AT ATTIC/ROOF I CHAMFER TOP ATTIC SEPARTION WALL FLOOR / WALL DETAIL 9 15 73 1 12" = 1'-0" SECTION 1 1 2" = 1'-0" SECTION 1 1 2" = 1'-0" SECTION 1 1 2" = 1'-0" SECTION '® / / / / 3)/210 TYPICAL ROOF 8 8 C14 COMP. ROOFING OVER ROOFING I 4 1 ; ■� COMPOSITIO GLE Al— INS INDICATE N SHIN AYM V ROOF D1 UNDERL ENT OVER OF 0 SHEATHING ( D1 �UNIT STOP SIDING AT 0 CONTINUOUS ROOFING SYSTEM 0 OU METAL � � UNIFORM LEVEL UNIT RAKE FLASHING12 I UNIT AROUND DECK LAP 4" MIN. WITH ----- -------------------------------------------------- 6 TYPICAL' SECTION 2 ROWS SEALANT ,22 o 1-HR FIRE PARTITION ® E i I PARTYWALL FLASHING AT .. AT ROOF , 2x SCREENED VENT BLOCK :; HI I �+ 0 OUTRIGGER1x8 TRIM AT _ , 2 a >2 <4 , -- DECK PERIMETER � 14 UNDERLAYMENT I ROOF SHEATHING SEE D6 FOR 4 SIDES 2 2 2 2 2 2 2 2 D1 (� 16 LAP 1 MIN. DOWN WATERPROOFING 8x8 P.T. POST � "6,1 GABLE END I D1FASCIA INFORMATION TRUSS T ; W/ POST BASE DECK SLOPES 2 y.. I 6 6 6 6 s 2x8 FASCIA MIN. / a N PER FOOT 0 2 6 24 GAGE PPM FLASHING _______ TO OUTSIDE EDGE (4) 16d - C A 5/4x4 TRIM I 2 6 1 t I -�- I I 1 TYPICAL (0.162"x3.5") _ _ L. ® •- -a+ V SEALANT 1 © 6" OC 3 METAL 2x6 TRIM III I I D1 EXTERIOR - D4 ; FLASHING CHAMFER TOP 5 WALL ■® ■ ! PROVIDE SEALANT D2 PROVIDE SIDING SYSTEM 1 ; METAL j AT BASE ' ' WALL SEPARATING BLDG. FELT �0 SEE ELEVATIONS , EXTERIOR ENTRIES AT SIM. FOR TYPE ; D1 GUTTER - - - - - CONDITION BETWEEN 2 s I aSHTG AND 2 s CONCRETE BASE � M 'a LEDGER SEE D7 FOR 2 6 : Ell 2x8 FASCIA 19 . TOP AT 0'-0" A.F.F. ' n. I e WATERPROOFING � FURR WALL AND TRIM WATERPR � 2 s 13 TO MATCH 8x8 POSTS 1 � UNIT � INFORMATION 0 D48 2 4 $ SEE 12/D4 PATIO OR D1 i 1 -6 BASE DRIVE ' 0 GABLE RAKE DETAIL TYP. ROOF c EXTERIOR WALL EXTERIOR POST PARTYWALL AT EXTERIOR WALL AT DECK FLOOR o Job No.: 12-04 20 16 4 12 _t 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" 1 1/2" = 1'-0" PLAN 1 1/2" = 1'-0" SECTION Sheet No.: 0 Sheet Order: A B U F R E S D N 1 SIDING - SEE ELEVATIONS INTERIOR ; EXTERIOR FOR TYPE CEDAR OR PRESSURE �► W.R.B. (TYP.) TREATED WOOD V8 GWB I SIDING - SEE ELEVATIONS �� SEE DETAIL 16/D7 FOR FOR TYPE 11 INSTALLATION /--SYSTEM WINDOW FLASHING ' W.R.B. (TYP.) li SECTIONAL OVERHEAD Jr- SEALANT SEE DETAIL 2 2 SEE STRUCTURAL '' SEE DETAIL 16 D7 FOR HEADER PER I I DOOR TRACK AT SIDES 16/D7 FOR HEADER SIZE I INSTALLATION / STRUCTURAL I ; ; ; OF OPENING » ----- _Ys GWB SHEATHING I ; �, BACKER ROD SEALANT WINDOW JAMB 5/4x10 SPACERS I , 5/4x10 SPACERS I , EXTERIOR AS NEEDED ; � AS NEEDED SLOPE Ell I & SEALANT � Y . 10 MIN. V4" MIN. GAP ' 2 6 , I , GWB I SEE DETAIL 12/D2 5/4x4 WOOD TRIM 6 6 FOR GARAGE SLAB I WITH DADO JOINT x 2 6 _ AND APRON 3 = FLEXIBLE MEMBRANE 24 GAGE PPM FLASHING 24 GAGE PPM FLASHING FLASHING � � � R 0 = SLOPE AWAY FROM SLOPE I DRAIN SCREEN W/ DRIP, 5/4x4 EXTERIOR I --- 5 4x TRIM � � BLDG 4 HIGH ® HEAD I � �� TRIM (TYP.) / � .; �-�� :� ��,r ��r too PROVIDE SEALANT END I WINDOW FLASHING SYSTEM SHEATHING WEATHER-RESISTIVELY : DAMS AT EACH END SEALANT SEE DETAL 16 D7 WOOD FRAME SEALANT AND BACKER ROD' / B BARRIER BEHIND TRIM PER MFR INSTALLATION 5 4x4 EXTERIOR W.R.B TYP. 44 PROVIDE 2x8 BLOCKING . . I TRIM (TYP.) REQUIREMENTS INSWINGING (FOR DRAPERY) EACH SIDE I JAMB SCHEDULE DOOR SEALANT PER MFR OF HEAD AT ALL LIVING NSUL. I SIDING INSTALL PER MFR PROVIDE 2x8 BLOCKING SCHEDULE VINYL I REQUIREMENTS INSTALLATION REQUIREMENTS UNIT BEDROOM AND GREAT SLIDING DOOR - (FOR DRAPPERY) EACH I TO LE AUG � ROOM WINDOWS (TYP.) I SIDE OF HEADER AT ALL I LIVING UNIT BEDROOM KIRKLAND, WA WINDOWS (TYP.) EXTERIOR DOOR HEAD PATIODOOR HEADGARAGE DOOR TSEE DETAILS 16/D7 � 5558 Q 17 13 9 FOR WINDOW INSTALLATION I SIDING INSTALL » _ fl _ DIAGRAMS I PER MFR. REQ. �� 3 - 1 o SECTION 3 - 1 -0 SECTION 3 - 1 o SECTION q 0 SEE FRAMING INSUL. W.R.B. TYP. SEE SILL PLANS FOR DETAIL 9/D7 HEADER SIZE 1 1 PROVIDE BLOCKING FOR TYPICAL EXTERIOR WALL %2" SILL OVERLAP ; I 24 GAGE PPM TRIM AND SIDING PROVIDE BLOCKING'FOR I I TRIM AND SIDING 5/4x4 WOOD TRIM WINDOW FLASHING SYSTEM 4 I FLASHING SEE DETAIL 16/D7 (TYP.) 1x SILL WITH 2" MIN. 10° GWBINSULATIONI END DAM SLOPE ®- SEALANT SEALANT � c� B 2 2 5/4x4 WOOD 2 N TRIM TYP. > WINDOW -. I JAMB I WINDOW FLASHING 1 �- 1� SYSTEM SEE 16/D7 5/4x4 TRIM f4j� FLASHING SYSTEM SEE DETAIL 16/D7 WINDOW SUL I / (TYP.) --------------=---------;`_�_---___----_=�---- _-----_�_--- -------_ WRAP GWB WIND W - - - -�--- _ - --------------------- 41HEAD AND JAMB T P. SIDING SEE ELEV. B �- SHIM PER DOOR C SIDING SEE ELEV. FOR TYPE SIDING INSTALL SHIM PER DOOR MFRS REQUIREMENTS INSTALL WINDOW SEALANT— FOR SEALANT P MFR PER MFR �, PER WINDOW .� FOR TYPE MFRS REQUIREMENTS REQUIREMENTS %4 GAP PER MANUFACTURER o ' INSTALLATION SEALANT AND KE OD BAC R R FLASHING SEALANT PER MFR REQUIREMENTS PER MFR INSTALLATION BEVELED 2x2 SEALANT SEE DETAIL 16/D7 (TYP.) INSTALLATION REQUIREMENTS BACKER ROD & SEALANT Q z REQUIREMENTS WINDOW FLASHING SYSTEM 5/4x4 EXTERIOR TRIM (TYP.) A 5/4x4 WOODTRIM 5/4x4 WOOD TRIM MIN. GAP SHOWN SEE SEALANT PER MFR 5/4x4 EXTERIOR SEE DETAIL 16/D7 (TYP.) JAMB MFR INSTALLATION p INSTALLATION REQUIREMENTS TRIM (TYP.) REPRESENTATIVE ELEVATION INSTRUCTIONS HEAD �a> N EXTERIOR DOOR JAMB SLIDING PATIO DOOR JAMB WIND W ETAILSC6 O D 1 �J N 8 1 3" = 1'-0» SECTION 3" = 1'-0" SECTION 3" = 1'-0" M �' 0 INSULATION AND ENERGY NOTES HEADER PER STRUCTURAL ( EXTERIOR FIBER CEMENT LAP SIDING SYSTEM Gewd DOOf3 I .. LAP W.R.B. OVER I 1 SIDING - SEE ELEVATIONS All insulation materials shall be installed according to the All exterior doors or doors serving as access to an enclosed (PRE-FLASH) AND D1 0 0 FOR TYPE manufacturer's instructions to achieve proper densities and maintain unheated area shall be weatherstri ed to limit leakage around their METAL FLASHING I p p , pp g N I 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 at a ■® Il 16/D7 FOR INSTALLATION surface being insulated is required insofar as practicable. differential pressure of 1.57 psf, leakage shall be limited to 0.37 cfm/sf SEE ELEVATIONS FOR , I ,I ALIGNMENT OF BELLY BAND = SHEATHING Where required, insulation shall be installed with clearances of door area. 7 I 24 GAGE PPM FLASHING according to manufacturers specifications. Insulation shall be installed The thermal transfer characteristics of insulated doors shall be -� - - - - - , , l so that required ventilation is unobstructed. For blown or poured loose determined per NFRC 100-2001. GALVANIZED METAL Z W/ DRIP, SLOPE AWAY FROM BLDG 4" HIGH HEAD, fill insulation clearances shall be maintained through installation of a - FLASHING, PAINT TO ' PROVIDE SEALANT END permanent retainer. W'rjp�y LL MATCH TRIM 3 Q DAMS AT EACH END Glazing U-values shall be determined in accordance with NFRC TOP OF 2x2 TRIM FLASHING - S� on Graie 100-2001. Using ASTM E283.91 at a differential pressure of 1.57 psf, 10° MIN. R-15 perimeter insulation shall extend downward from the top of leakage shall be limited to 0.37 cfm/sf of window or door area. ' t;,/-5/4x4 EXTERIOR 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 / W/ RABBIT (TYP.) horizontal) beneath the slab for minimum total distance of 24". U-values indicated on the unit plans. SEE ELEVATIONS y INSTALL W.R.B. UNDER Windows shall be furnished with outdoor air inlets as indicated on homed Fpprg the Unit Utility plans. Inlets shall have a controllable and secure BELLY BAND (PRE-FLASH), w SEALANT Floor insulation shall be installed in a permanent manner in opening and be capable of a total opening area of not less than SLIP W.R.B. UP UNDER Q four (4) square inches and tested b a national) recognized standard PRE-FLASH > ;;--- I WOOD FRAME substantial contact with the surface being insulated. Insulation supports q Y Y g SECTIONAL DOOR SEAL shall be installed so spacing is no more than twenty-four inches on or approved agency and located to avoid drafts. Inlets shall be ------ screened or otherwise protected from entry b insects leaves or SECTIONSL OVERHEAD DOOR center. P Y Y � SEE DETAIL 9/D7 FOR TRACK @ SIDES OF OPENING Floors separating conditioned space from unconditioned space other material. W.R.B. INSTALLATION p g p p hall have a vapor barrier installed. Vapor barrier shall be installed on GARAGE DOOR HEAD the warm side of the insulation. The vapor barrier shall have a one R�fc�e BELLY BANDS 1 perm dry cup rating or less (e.g. four mil. polyethylene or kraft faced Roof/Ceiling insulation: Open-Blown or poured loose fill insulation 3 .® 9 material) The floor sheathing may be used as the vapor barrier if ma be used in attic spaces where the slope of the ceiling is more SECTION rated (and so stamped) at one perm (max.) Otherwise lace vapor Y p p g 1 1/2" = 1'-O" SECTION N ,� P p p p than 4 in 12 and there is at least 44 inches of clear distance from barrier on top of joists before placing sheathing. the top of the bottom chord of the truss or ceiling joist to the DOOR SIZE underside of the sheathing. When eave vents are installed, baffling of SHEATHING SHEATHING > MOISTURE BARRIER MOISTURE BARRIER I �'s TYPE X GWB EXtenOr Wcis the vent openings shall be provided so as to deflect the incoming air �■ E W� NG I I SIDI SYSTEM SIDING SYSTEM .® PROVIDE All wall insulation shall fill the entire cavity. Exterior wall cavities above the surface of the insulation. Baffles shall be rigid material, I I y gCAP FLASHING W/WEEP GAP CAP FLASHING W/WEEP GAP ® C 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 ,> TRIM AND SIDING surroundingwalls. All faced insulation shall be face stapled to avoid installed from the top of the outside of the exterior wall, extending MIN. Y8" BETWEEN FLASHING MIN. �s BETWEEN FLASHING p AND BOTTOM OF SIDING FRAMING AND BOTTOM OF SIDING FRAMING > inward to a point six inches vertical) above the height of i compression. p y g • MANUFACTURED STONE MANUFACTURED STONE R ii/ I INSULATION WHERE i�j INSULATION WHERE 'c above loose fill r i r i noncompressed insulation and twelve inches vertically o e Wall separating conditioned space from unconditioned space I Walls o 0 0 Y VENEER WATERTABLE � VENEER WATERTABLE i r P g p P P , ,� , ,� I APPROPRIATE PROPRIA EAPPROPRIATE ., I t' framing inspection. r i insulation. Baffles shall be in lace at the lure of r io shallhave a 1 max. vapor barrier installed. Face batt insulation � h perm x o a d su Ion g � � I � � i p p p p DIMENSION POINT i i DIMENSION POINT i t ace above such as round floor I shall be face stapled. Vapor barrier shall be installed on the warm In roof/delings without an attic sp o g HOLDING %%' METAL BRACKET HOLDING %�%�;l «i V A� OVERHEAD DOOR METAL BRACKET, ;� , entries to 2nd floor units approved vapor barrier having a 0.5-perm SYSTEM side of the Insulation. pp p g p CAPACITY 5 LBS/LF OR MIN 22 iii'! CAPACITY 5 LBS/LF OR MIN 22 !iii ,� ja cup rating or less shall be installed on the warm side of the insulation. GAGE METAL SUPPORT GAGE METAL SUPPORT I- �+ The vapor barrier need not be an integral art of the insulation �: AFLedc p g p W.R.B. OVER SHEATHING, UNDER W.R.B. OVER SHEATHING �� 4- \—FLASHING In the ceiling, flanges shall be lapped at framing members. SIDING, TRIM AND SIMULATED STONE. �i%% I ANCHOR BOLT - %� `; ANCHOR BOLT - M FLASHING SYSTEM These air leakage notes apply to those locations separating g, g pp g , I UNDER SIDING, TRIM � , %�j� I SEE STRUCTURAL SEE STRUCTURAL 1+ 6 6 6 SEE DETAIL 16/D7 outdoor ambient conditions from interiors aces that are heated or LATH AND SIMULATED STONE. p TYP. MORTAR SETTING BED ��' 2x6 P.T. (TYP.) ,, 2x6 P.T. (TYP.) Q VIA (TYP.) mechanically cooled. R Ughttng Pxtue3 I LATH �;,, V SILL SEAL �i��i SEAL _--=--=-z=--__-_--- MORTAR iii I MORTAR SETTING BED SILL 2X TRIM Exterior joints around windows and door frames, between wall Recessed lighting fixtures installed within the building envelope shall cavities and window or door frames, between walls and foundation, meet of of the followingrequirements- MANUFACTURED STONE VENEER MANUFACTURED STONE VENEER �� V� q �� ,� SIDING SEE ELEV. �,�i 2 EDN. HT. MORTAR �� i 2 FDN. HT. between walls and roof, between wall panels, at penetrations of unlit 1. Type (C rated manufactured with no penetrations between the LAP BUILDING PAPER OVER �;,� r - - - - I I - - -FOR TYPE, INSTALL PER p p y yp I PER FDN. PLAN LAP BUILDING PAPER OVER viii I PER FDN. PLAN � NON-COROSSIVE WEEP SCREED %, I ,, a � I services through walls, floors and roofs, and all other openings in the inside of the recessed fixture and ceiling cavity, and the annular space I NON-COROSSIVE WEEP SCREED MFR REQUIREMENTS buildingenvelope shall be sealed, caulked, asketed, or between the ceilingcutout and lighting fixture shall be sealed. II p g g g I /4 GAP MIN. ° FLASHING SYSTEM SEALANT PER MFR weatherstri ed to limit air leaka e in a manner a roved b the 2. Type IC rated in accordance with ASTM E283 wit no more than I SEE DETAIL 16/D7 (TYP.) INSTALLATION pp g approved Y yp �I buildingofficial. `° `j a SLOPE '%' `-Ja 2.0 cfm air movement from the conditioned space to the ceiling cavity FINISHED GRADE REQUIREMENTS p g Y a a SEALANT PER MFR at 1.57 psi pressure difference and shall be labeled and the annular a a. INSTALLATION EXTERIOR 5/4x4 EXTERIOR space between the ceiling cutout and the lighting fixture shall be PAVING o b - - - p g g g . 111-111 III 111_111 F�rePlace ��—� - - - - - _ _ - - - REQUIREMENTS TRIM (TYP.) I = - - a = - - _ - - - = a III—III—III — — Fireplaces are an electric appliance. sealed. - - ted ed inside sealed box constructed from a 3. Type IC rated install de a Yp w A STONE VENEER AT GRADE B STONE VENEER AT PAVING Job No.: 12-04 GARAGE DOOR JAMB minimum 1/2" sum wall board or constructed from a performed STONE BASE DETAILS 20 gypsum - p � ,� polymeric vapor barrier, or other air tight assembly manufactured for Sheet No.: ,� p Y p Y 3 = 1 -0 SECTION this purpose. 1 1/2 = 1 -0 SECTION o 0 Sheet Order: A B u F R E S D N I 5 s f 26 GAUGE PRE-PAINTED M GALVANIZED METAL VALLEY FLASHING WITH 8" LAP WHERE SPECIFIED 1" "V" CRIMP (2" IF GREATER THAN 6:12 SLOPE) WALL 01 SELF ADHESIVE ICE01 INSTALL PANEL OF W.R.B. AND WATER BARRIER WALL BEHIND STEP FLASHING, DRIP EDGE UNDER FLASHING ROOF SHEATHING AND FLASHING OVERLAP i , :' ROOF FRAM'G AS SHOWN OVER PAPER FLASHING 6" OVERLAP ,� ROOF \��`, FLASHING 6 ' ft F, 3 = OVERLAP Nr- PAPER 2" y x A :;i LEAVE 1/4" GAP S L __ ---" OVERLAP BETWEEN FASCIA _ } STARTER COURSE PAPER 12" t � O . . . . AND WALL (INVERTED SHINGLE) �, �' . . • • • �. • . . �� ` FOURTH COURSE •'••, • 6" END LAP OVER FASCIA 56 VALLEY FLASHING Ij (FULL SHINGLE) ___ •' •�•• '. -' • •''"• "" � LOCATE THE UPPER SHINGLES f •• ' • :• 5" FROM THE CENTER LINE OF THIRD COURSE _ • �' •• '. • ''' ••' ' • ••• THE VALLEY FLASHING ON "T� ' • '• '• DRIP EDGE (CUT OFF 11 Y4") . ••;:.• '••• ,, EACH SIDE. THE LOWER ENDS I BTO LE AUG .• FLASHING __ •- •• SHOULD DIVERGE FROM EACH KIRKLAND, WA SECOND COURSE •r• ' FIRST COURSE STARTER COURSE OTHER 1/8" PER FOOT. (CUT OFF 5V8") OVERHANG (FULL SHINGLE) (INVERTED SHINGLE) ROOF TO WALL 5558 0 „ 1 SHINGLE 5/8 NO SCALE Q� 9 ROOF AND VALLEY INSTALLATION a NO SCALE SIDING — HOLD UP FROM ROOF PER SIDING MANUF. Lu 0 I 111 Q "'• W.R.B. OVER FLASHING LEG .j J w 10 m a METAL STEP-FLASHING o WITH HEMMED-EDGE UP cx� ROOFING OVER N � 11 CARRY ROOF ROOF UNDERLAYMENT UNDERLAYMENT 9" MIN. UP WALL --------------------------------------- ROOF SHEATHING *--- FACE OF WALL a SHEATHING I � z N ROOF SIDEWALLch 2 � N „ , c N 3 = 1 -0 SECTION c� T7 EXTEND ROOF UNDERLAYMENT T7 UP THE SIDE OF THE WALL N 4EDGF I ;; A MINIMUM OF 8" '® SIDING - SEE EXTERIOR ELEVAITONS I co i i 0') W.R.B. LAYER OVER WALL-TO-ROOF FLASHING DECKING PER WALL-TO-ROOF PPM FLASHING 3 Q DETAIL 16/D1 TO MATCH ROOFING. SIZE AS o 6 SHOWN OR AS SPECIFIED BY If 01 01' ROOFING MANUFACTURER HEMMED EDGE STEP 2 COMP. SHINGLE ROOFING STEP 1 •-'�� .-'��' APPLY TIN SHINGLE APPLY 1-PIECE OVER ROOF UNDERLAYMENT � :' w AT BEAM/WALL SOLDERED CORNER FLASHING a INTERSECTIONOVER PLYWOOD DECKING, • .-' 2X BLOCLING AND 2X TRIM, SET IN SEALANT. PT BEAM PER 2X BLOCKING STRUCTURAL 2X8 TRIM STEP 4 6" APPLY WALL-TO-DECK FLASHING OVER EDGE ROOF TO WALL AND CORNER FLASHING, SET IN SEALANT. 3 ■® CIO = 1'-0" I L CL0 0 SIDING p W.R.B. ® 0 E ,,4: BUILDING ENCLOSURE NOTES 0 WALL-TO-DECK d . FLASHING THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE t0 DECKING PER - , � �,-'' DECKING PER I � � � WATERPROOF DECK SURFACE GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURERS ,_ ja DETAIL 16/D1 , - - DETAIL 16/D1 INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, �- *+ z N COVE_UP WALL 5 NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. `® SLOPE %4:12 o E OMPLE PRODUCT LAST: CL , a.+� Q STEP 3 EXTERIOR DECK SH TG. ITEM OR MATERIAL MANUF. PRODUCT - SHEATHING WEATHER-RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN V ` APPLY DECK EDGE .® DECK FLEXIBLE FLASHING FORTIFIBER MOISTOP PF FLASHING OVER 1X EDGE FRAMING SELF-ADHERING MEMBRANE FORTIFIBER MOISTOP E-Z SEAL TRIM OVER CORNER FLASHING, WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD m SET IN SEALANT. DECK LEDGER SEALANT* FORTIFIBER MOISTOP SEALANT WATERPROOF MEMBRANE TREMCO PARASEAL HDPE BENTONITE DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN 1X EDGE TRIM. CHAMFERED 1X EDGE TRIM. CHAMFERED W.R.B. TO BE CONTINUOUS THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES �s 2X BLOCKING, CHAMFERED 2X BLOCKING, CHAMFERED BEHIND LEDGER REPRESENT WELL-ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE 2X8 TRIM 2X8 TRIM PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR o W.R.B. PRODUCT SELECTION. r Q DECK EDGE & CORNER FLASHING DECK AT EXT. WALL * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION � Job No.: 12-04 1 8 DESCRIBED BY THE DETAIL DRAWING AND SHALL BE COMPATIBLE WITH ALL o » „ MATERIALS WHICH IT IS ADHERING TO AND MAKING CONTACT WITH. , Sheet No.: 1-1/2 = is-0" 1-1/2 = 1 —0 0 0 Sheet Order: A B U IF R E S ® N WEATHER-RESISTIVE ` Ya" GAP PER W.R.B s" BARRIER, TYP. y MANUFACTURER M/N REQUIREMENTS �" EXTERIOR SHEATHING , GALV. ROOFING NAILS AT LOCATIONS ="" ��' -'--" • TIN SHINGLE BEHIND LAP SIDING - , LAP SIDING I LAP UNDER INDICATED - ' ONE PIECE GALVANIZED LAP BUILDING PAPER SHINGLE STYLE OVER FLASHING AND - DECK TO DOOR PAN DECK COATING. ONE PIECE GALV. DO NOT SEAL GAP I %� 6" WALL FLASHING �� DOOR PAN. DO NOT of PIERCE FLASHING INSTALL CONTINUOUS BEAD �� o I , �� o _ o OF CAULK TO DOOR PAN , LAP SIDING I I i� - 6" ," _ PRIOR TO SETTING DOOR. ' I I INSTALL CONTINUOUS BEAD ,.-- • . _ • m � W.R.B. SEE DETAIL 9 D7 I "� OF SEALANT TO DOOR SILL - .`- / PRIOR TO SETTING PAN .� A 6 OVER AT I ��' ' 6 DINTS44 It J t z 4 r OVERLAP HORZ. JOINTS. BY 3" :I LAP DOOR PAN - _t :. ` I � uFre�z+7 '�Pli� P L�3�e e�4 'r�A CONCRETE - OVER DECK TO � � dJ SLAB SLOPE PAN 1 ,;-'' WALL FLASHING. OUT � � START WITH FULL STRIP AT BOTTOM. ATTACH PER. MANUFACTURERS SPECS. NOTE: DOOR PAN OVERLAP SUCCEEDING COURSES BY INSTALLATION METHOD BEHIND SLAB 3", PER MANUF. RECOMMENDATION. SHOWN FOR 2-PLY C� SUPER JUMBO TEX STEP I STEP 2 1 BTO LE AUG WEATHER-RESISTIVE BARRIER. KIRKLAND, WA SIDING BUTTJOINT FLUSH DOOR AT SLAB W.R.B. INSTALLATI N D R / DE K FLA HI 5558OO C S NG 1713 5 � � 9 NO SCALE NO SCALE 1-1/2 = V-0131 NO SCALE 1� BELLY-BAND OR BLOCK FLASHING 15/8 I I cs� 0 a � I I � as v �a CN 8 STEP 1: STEP 2: - RUN CONT. BEAD OF INSTALL VENT TERMINATION HOOD. o SEALANT AROUND >� OPENING AT 1/4-INCH INSTALL HEAD FLASHING. OUT FROM OPENING TUCK FLASHING UNDER Z BELLY-BAND/BLOCK FLASHING BELLY-BAND OR AND DOWN OVER VENT. ' I ' BLOCK (SIM.) I I I 3/a" BEAD OF -a I ° I CN SEALANT VENT AT BELLY-BAND/BLOCK N ° I NO SCALE o `� I 9» gyp 9" y PLACE PRE-PRIMED WOOD BLOCK OVER BUILDING PAPER. EXTEND PAPER ° 9„ 6" BEYOND BLOCK ON ALL SIDES. clq 15/8 gip° CV INSTALL ENAMELED STEEL, DRIP FLASHING OVER I STEP 1 — BEFORE WINDOW INSTALLATION: STEP 1 STEP 3: STEP 4: ALL WOOD BLOCKS STEP 5. ' I , a 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 Ya BEAD OF SEALANT TO THE RUN CONT. BEAD OF I I u- OR MOISTOP neXT FLASHING ALONG BOTTOM WINDOW FRAME PRIOR TO SETTING FORTIFLASH SILL WRAP. OF MOISTOP PF OR MOISTOP neXT AT BACKSIDE OF WINDOW NAIL FLANGE SEALANT AROUND I a Q OF WINDOW OPENING. MOISTOP CORNER SHIELD. EACH SIDE OF OPENING. ACCORDING TO WINDOW MANUFACTURER'S OPENING AT 1/4-INCH o START FORTIFLASH AT INTERIOR EDGE OF 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 , LOOSE TO ALLOW WEATHER-RESISTIVE BARRIER FASTENERS AS SEEN ABOVE. DOWN OVER CORNER SHIELD AND SILL ABOVE AND 9-INCHES BELOW I 6 f TO TUCK UNDER. FLASHING. OPENING. LAP NEXT COURSE OF PAPER OVER DO NOT FASTEN AREAS WHICH EXTEND TO LIKE SILL FLASHING (STEP 1), DO NOT FLASHING AND DOWN 07 SIDES OF OPENING. FASTEN BOTTOM OF JAMB FLASHING. SIDES OF BLOCK �; W_ fx BLOCKING SIZE AS REQ'D. j 1�a 10° \ V4 TUCK BUILDING PAPER Vp UP UNDER PAPER PLACED 9tt UNDER WOOD BLOCK. EXTERIOR MOUNTING BLOCK NO SC ALE r IE 0 / / / / 0 CL BUILDING ENCLOSURE NOTES �0_ THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURER'S g INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS �r NOT SHOWN IN DRAWINGS MAY BE REQUIRED BY OWNER. '® p EXAMPLE PRODUCT UST: U) ITEM OR MATERIAL MANUF. PRODUCT ' 1 WEATHER-RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN C) STEP & STEP 7: STEP & STEP 9: STEP 10: FLEXIBLE FLASHING FORTIFIBER MOISTOP PF '® INSTALL WINDOW ACCORDING APPLY 9-INCH WIDE STRIP (N.T.S.) OF APPLY 9-INCH WIDE STRIP OF MOISTOP INSTALL WEATHER-RESISTIVE BARRIER W.R.B. INSTALL WINDOW TRIM AND DRIP FLASHING. SELF-ADHERING MEM - �+ (W.R.B.) 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 INSTRUCTIONS. AT EACH SIDE OF OPENING. WINDOW. ON THIS SHEET (OVERLAP MAY VARY FROM DRIP FLASHING SHALL EXTEND 1-INCH BEYOND EACH SIDE. SEALANT* FORTIFIBER MOISTOP SEALANT WHAT IS SHOWN HERE). APPLY BEAD OF SEALANT BEHIND TOP EDGE OF FLASHING WATERPROOF MEMBRANE TREMCO PARASEAL HDPE BENTONITE LIKE SILL FLASHING (STEP 1), DO NOT AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN M 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 o CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. PRODUCT SELECTION. I 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 o Sheet No.. p� p�p � ,�I 1-1/2 = 1 -0 BASED ON FORT R BEST 11:�1'1`� AND MAKING CONTACT WITH. UO D70 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 2. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO: 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 THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; 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 5" OR LESS. COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR3 CONCRETE N FOR FOOTINGS AND SLABS-ON-GRADE SHALL CONFORM TO A 28-DAY STRENGTH OF f' = F. CARPENTRY 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; 0 c w AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCLIB STANDARD GRADING PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS 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: � DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. MIN. BASIC W 0.12. 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 O O 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 COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING 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 w 0 INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER 4x DOUG.FIR DF#2 Fb = 850 PSI U w STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 3181 w SECTION 53 w � . . 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 N HAVE COMPLETED IN ACCORDANCE WITH THE PLANS. PARAGRAPH "F.3" OF THESE NOTES. LARGER = ® O COMPONENTS UNTIL ALL FINAL CONNECTIONS H E BEEN CO ED ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE I- PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING0 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, B. DESIGN CRITERIA TO OSSC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE POSTS AND TIMBERS: 6x6, 6x8 DOUG.FIR DF#1 Fc = 1000 PSI I®- Z TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE INTERNATIONAL BUILDING CODE. Fb = 1200 PSI Q w Q BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM 1. DESIGN LOADS 0 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 w �- ~ ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIM/HERSELF AND THE ROOF LIVE LOAD 25 PSF (SNOW) NO ADMIXTURES, OTHER THAN FOR AIR-ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PLATES AT SHEAR Z PRIOR REVIEW BY THE STRUCTURAL ENGINEER. WALLSAND BEARING LL- OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ROOF DEAD LOAD 15 PSF WALLS: ® O ALLOWABLE STRESSES OF THE MATERIALS USED. WHERE ERECTION LOADS WOULD OVERSTRESS THE FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 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. C) 0 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 (- DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE PARTITION LOADING 10 PSFMISC. LIGHT FRAMING: Z Q V 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT � � STATE OF OREGON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH MECHANICAL UNITS Weights furnished by manufacturer S1), GRADE 60, fy = 40,000 PSI. ALL LUMBER WITH A LEAST DIMENSION OF 2" NOMINAL SHALL BE STAMPED SURFACE-DRY AND SHALL TEMPORARY WORK AS REQUIRED. (NOMINAL) �► HAVE A MOISTURE CONTENT WHEN SURFACED AND WHEN INSTALLED OF NOT MORE THAN 19 PERCENT. LUMBER ® Z 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND WIND (IBC ASCE) SOIL CLASS D SIMPLIFIED) 95 MPH, EXPOSURE B , Iw=1.0 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO � Z) STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON EARTHQUAKEE ( COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. m 1 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. 2. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. co 971 g S1 = 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT Ss =0. 0.3478 REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL EVALUATION REPORTS" Sds=0.72g, Sd1 = 0.40g WELDED WIRE FABRIC: ASTM A82 AND ASTM A185 SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT 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 CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE LATITUDE: 45.417 MID-DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. LUMBERLSL . 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 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED ALLOWABLE SOIL PRESSURE** 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.6. PROVIDE CORNER BARS AT ALL WALL 2000 PSF INTERSECTIONS. LAP CORNER BARS PER NOTE D.6. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM LSL - Fb = 2,250; Fv = 400 PSI; E = 1,500,000 PSI SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND LATERAL EARTH PRESSURE 35 PCF INTERSECTIONS. 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 ASSUMEDACCORDANCE 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. 2. LATERAL RESISTANCE SYSTEM: WOOD SHEAR WALLS AND WOOD DIAPHRAGMS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PLANS. MINIMUM LOADING SHALL BE AS FOLLOWS: 10. SPECIAL INSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY DESIGNATED BY THE C. FOUNDATION 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. OTHERWISE: TOP CHORD DEAD LOAD 10 PSF PROr 1. FOUNDATION EXCAVATION BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION BOTTOM CHORD DEAD LOAD 5 PSF Ile, l N FF 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 WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION 1704.1.2. DEVELOPMENT LENGTH - TENSION, top bar* 64 BAR DIAM. - (#11 BAR - 70 BAR DIA.) OF THE GEOTECHNICAL ENGINEER. BOTTOM CHORD LIVE LOAD 10 PSF 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) o(P OREGON oo�o 2. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL LAP SPLICE LENGTH - TENSION, top bar* 80 BAR DIAM. - (#11 BAR - 90 BAR DIAM.) �q�rFMBER1�`��~ 10.1 WOOD CONSTRUCTION: ADDITIONAL LIVE LOAD CASES SHALL BE ANALYZED FOR UNBALANCED SNOW LOADS & SNOW DRIFTS PER ASCE � PER OSSC SECTION 1707.3 SPECIAL INSPECTION IS REQUIRED OF FRAMING ANCHORS HOEDOWNS BOLTED OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% S co S ' MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN 7-2005, SECTION 7. OR NAILED CONNECTIONS, SHEAR WALL NAILING, FLOOR AND ROOF NAILING, LOAD-BEARING CANTILEVERS, THE MEMBER BELOW THE BAR. EXPIRATION DATE: 12-31-2013 AND DRAG STRUT CONNECTIONS. 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP 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 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, LOAD-BEARING REQUIREMENTS PER OSSC SECIONS 1704.7.1 - 1704.7.3. INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, FOR A MORE DETAILED EXPLANATION OF SPECIAL INSPECTIONS, AND FOR A MORE EXTENSIVE LIST OF THE 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE 7. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: AND INTERSECTION AREAS USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC. SHALL BE SPECIAL INSPECTIONS REQUIRED, SEE THE OSSC, THE ARCHITECTURAL DRAWINGS AND THE PROJECT REMOVED. ,. DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO Sea[lle SPECIFICATIONS. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3 TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR 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" " 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION," Structural 7. BACKFILL BEHIND ALL WALLS WITH WELL DRAINING, GRANULAR FILL MATERIAL, AND PROVIDE (#5 BARS OR SMALLER) 1-1/2 INCLUDING APPLICABLE SUPPLEMENTS, UNLESS NOTED OTHERWISE. PLYWOOD OR ORIENTED-STRAND BOARD (OSB) PERFORATED PIPE DRAINS AS DESCRIBED IN THE SOILS REPORT. BACKFILL BEHIND WALLS SHALL NOT BE JOISTS, SLABS AND WALLS (INTERIOR FACE) 3/4 PANELS SHALL BE GRADE CD AND ALSO CONFORM TO DOC PS-1 & PS-2. ALL PANELS SHALL BE IDENTIFIED AS Seattle Structural PS Inc. PLACED BEFORE THE WALL IS PROPERLY SUPPORTED BY THE FLOOR SLAB, OR TEMPORARY BRACING. ALL EXPOSURE 1 UNLESS NOTED OTHERWISE. PANEL RATING TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: Civil and Structural Engineering FOOTINGS SHALL BE CENTERED BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE, UNLESS NOTED 8. CONCRETE WALL REINFORCING - PROVIDE THE FOLLOWING UNLESS DETAILED OTHERWISE: 1420 Fifth Avenue, Suite 425 OTHERWISE. ROOF: 19/32" (OR 5/8 ) THICK, 40/20 Seattle, WA 98101-4019 8" WALLS #5 ® 16 HORIZ. #5 ® 16 VERTICAL 1 CURTAIN @ CENTER WALLS: 15/32" THICK, 32/16, OR 1/2" THICK, 24/0 206-343-3000 phone 206-343-3013 fax E. STRUCTURAL STEEL FLOORS: 23/32 (OR 3/4 ) THICK, TONGUE & GROOVE, (48/24) a co 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 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS 0 AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL N CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER SUBMITTALS L HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. a� 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. rn 3 v N SYMBOLS ISSUED FOR: PERMIT N ABBREVIATIONS 0 I (THIS IS A COMPREHENSIVE LIST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) DATE ISSUED: 2-29-2012 N N AB ANCHOR BOLT CMU CONCRETE MASONRY UNIT EL, ELEV ELEVATION HF HEMLOCK-FIR LVL LAMINATED VENEER LUMBER PP PARTIAL PENETRATION T TOP Z4 ZONE FOUR HOLDOWN REVISIONS v, ACI AMERICAN CONCRETE INSTITUTE COL COLUMN ELEC ELECTRICAL HNG HANGER LWC LIGHT WEIGHT CONCRETE PREFAB PREFABRICATED T&B TOP AND BOTTOM I ® ® COLUMN CONTINUOUS ►- MOMENT CONNECTION c ADDL ADDITIONAL CONC CONCRETE ELEV ELEVATOR H, HORZ HORIZONTAL PROP PROPERTY T&G TONGUE AND GROOVE NO. DATE ISSUED .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 �- CONT CONTINUOUS EQ EQUAL HSS HOLLOW STRUCTURAL SECTION MATL MATERIAL PSL PARALLEL STRAND LUMBER THK THICKNESS ® AT `P v AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION MAX MAXIMUM c-X BEAM AMBER � ® O COLUMN BELOW 1 PLAN MARK ALT ALTERNATE CONTR CONTRACTOR EQUIP EQUIPMENT HT HEIGHT PT POST TENSION, PRESSURE TREATED THRU THROUGH - E C ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COORD COORDINATE ES EACH SIDE MECH MECHANICAL TJI TRUS-JOIST MACMILLIAN I-JOIST CL CENTERLINE APA AMERICAN PLYWOOD ASSOCIATION CP COMPLETE PENETRATION EW EACH WAY IBC INTERNATIONAL BUILDING CODE MFR MANUFACTURER RD ROOF DRAIN TOB TOP OF BEAM 0 DIAMETER; ROUND v APPROX APPROXIMATE, APPROXIMATELY CTSK, CSK COUNTERSINK, COUNTERSUNK EX EXISTING IRC INTERNATIONAL RESIDENTIAL CODE MIN MINIMUM; MINUTE REF REFERENCE TOC TOP OF CONCRETE; TOP OF CURB # NUMBER; POUND ARCH'L ARCHITECT, ARCHITECTURAL CTR CENTER EXP EXPANSION; EXPOSED ID INSIDE DIAMETER MISC MISCELLANEOUS REINF REINFORCE; REINFORCING TOF TOP OF FOOTING 01 SQUARE E- ELEVATION MARK SECTION MARK DESIGNED BY: FPP ARCHT H 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 c ,ARC RFA ROBERT FOSSATTI ASSOCIATES ° ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU IN CUBIC INCH EXT EXTERIOR IN INCH TOM TOP OF MASONRY JL DOUBLE ANGLE CHECKED BY: HSB �' N NEW RD ROUGH OPENING co ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CY CUBIC YARD INCL INCLUDE; INCLUDING; INCLUSIVE N ) NORTH TOS TOP OF STEEL, TOP OF STRUCTURE PL PLATE SW_X OWNER APPROVAL: C FD FLOOR DRAIN INFO INFORMATION F WA 3 AWS AMERICAN WELDING SOCIETY TOW TOP 0 LL SCHED SCHEDULE � d PENNY (NAILS) FDN FOUNDATION INT INTERIOR NF NEAR FACE TRANSV TRANSVERSE ELEVATION CALL OUT SHEAR WALL SEC, SECT SECTION M BD BOARD FF FAR FACE, FINISHED FLOOR NFPA NATIONAL FOREST PRODUCTS ASSOC TS TUBING STRUCTURAL � Copyright©2012 D DL DEAD LOAD / BLDG BUILDING FLR FLOOR; FLOOR LINE JT JOINT NIC NOT IN CONTRACTSliT SHEET 0 DBA DEFORMED BAR ANCHOR SHTG SHEATHING, SHEETING lYP TYPICAL Seattle Structural PS Inc. Q BLKG BLOCKING DBL DOUBLE FLG, FL FLANGE NOM NOMINAL " SLAB DEPRESSION v BM BEAM DEPT DEPARTMENT FOC FACE OF CONCRETE K KIP = 1000 POUNDS NS NEAR SIDE SIM SIMILAR UL UNDERWRITER'S LABORATORY, INC. X-X ELEVATION TOP OF FOOTING / KO KNOCK-OUT T T SCALE SIMP SIMPSON [ \� BMST BASEMENT FOM FACE OF MASONRY NTS NO 0 UNO, UON UNLESS NOTED OTHERWISE c BMU BRICK MASONRY UNITS DET DETAIL FOS FACE OF STUD KSI KIPS PER SQUARE INCH Si SHRINKAGE JOINT URM UNREINFORCED MASONRY ( ) DF DOUGLAS FIR 0C ON CENTER SLBB SHORT LEGS BACK TO BACK � BOF BOTTOM OF FOOTING FRM FRAME 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 DIAD DIAGONAL L STRUCTURAL STEEL ANGLE OF OUTSIDE FACE SPEC SPECIFICATION V, VERT VERTICAL Y B, BOT BOTTOM DIAPH DIAPHRAGM FT FEET, FOOT LAB LABORATORY OH OPPOSITE HAND SQ SQUARE FRAMING ARROW STEPPED FOOTING STRUCTURAL BRG BEARING DICA DRILLED-IN CONCRETE ANCHOR FTG FOOTING LB POUND OPNG OPENING SS STRUCTURAL SELECT W, WF WIDE FLANGE SPAN NOTES DIM DIMENSION GA GAUGE GAGE LF LINEAL FOOT OPP OPPOSITE SSL SHORT SLOTTED HOLE WD WOOD EXTENT C STEEL CHANNELHAP , S E -� CD CONSTRUCTION DOCUMENTS DN DOWN GALV GALVANIZED LG LONG OSB ORIENTED STRAND BOARD STD STANDARD W/ WITH vDO DITTO ° CG CENTER OF GRAVITY DWG DRAWING GL, GLB GLUE-LAMINATED LLBB LONG LEGS BACK-TO-BACK OVS OVERSIZED HOLE STIFF STIFFENER W/O WITHOUT CGS CENTER OF GRAVITY OF STRANDS GN,GEN,GSN GENERAL STRUCTURAL NOTES LLH LONG LEGS HORIZONTAL STIR STIRRUP WABO WA ASSOC OF BLDG OFFICIALS / HOLDOWN ° CIP CASTER PLACE DWL DOWELS GWB GYPSUM WALL BOARD LLV LONG LEGS VERTICAL PAR PARALLEL STL STEEL WFCM WOOD FRAME CONSTRUCTION MANUAL CJ CONSTRUCTION JOINT CONTROL JOINT GYP GYPSUM LOC LOCATION PC PRECAST STRUCT STRUCTURAL WHS WELDED-HEAD STUD 3 CJP COMPLETE JOINT PENETRATION EXISTING LONGIT LONGITUDINAL PERP PERPENDICULAR SUSP SUSPENDED WP WORK POINT o N CL CENTERLINE EACH HD HOEDOWN LSL LAMINATED STRAND LUMBER PL PLATE SYM SYMMETRICAL WT STRUCTURAL T S1 m 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 OTHERIMSE 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 CUPS ® 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 PIANS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR V VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d @ 6"oc, NAIL Z w c WITH 10d ® 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING c EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. U) G SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. Q ® Z 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE0 PRESSURE–TREATED WITH ALKALINE COPPER QUATERNARY ACQ . ALL INTERIOR (INCLUDING CRAWLSPACES) WOOD U w 0 MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE–TREATED WITH SODUIM BORATE > LV I PAPER BETWEEN UNTREATED LEDGERS Uj W � (SBX). PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING , BLOCKING, ETC. AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" ® O PRESSURE-TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, ~ Q NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS I®' z ry MISTAKENLY USED IN INTERIOR CONDITIONS, G185 ("HOT–DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) < W Q METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER C� w NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. METAL CONNECTORS 1/2 INS" THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED z I® ~ LL OTHERWISE BY THE ARCHITECT. O 0 6. WOOD FASTENER NOTES – THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: �-- U) 0. I-- 6.1 NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES Z Q U REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG–TIE COMPANY, DUBLIN, 3 CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY 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 CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. 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 1 O = .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" 10d = 11 GAGE x 2-7/8" 16d = 9 GAGE x 3-1/4" PROFFs 7. WOOD FRAMING NOTES – THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: INFF /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 cn THE 2010 OSSC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL 2 AT OREGON �� z DRAWINGS. 11 EP, SCOj� e� i 7.2 WALL FRAMING: ALL STRUCTURAL (SHEAR WALLS AND BEARING) STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2x4 STUDS ® 16"oc AT INTERIOR WALLS AND 26 STUDS @ 16" AT EXTERIOR EXPIRATION DATE: 12-31-2013 WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A (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. s1ruclural 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. CENTERED IN THE JOIST BAY IF POSSIBLE) AND SOLID BLOCKING AT ALL BEARING POINTS. COORDINATE THE SIZE Civil and Structural Engineering AND LOCATION OF ALL OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO 206-343-3000 phone 206-343-3013 fax FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE o- JOISTS, BEAMS, AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U–SERIES co JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE–NAIL ALL N MULTI–JOIST BEAMS TOGETHER WITH 16d SPIKES @ 24"oc STAGGERED. I 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 CONCRETE FLOOR LEVEL. N THE TOTAL ESTIMATED SHRINKAGE FOR VARIOUS HEIGHT BUILDINGS ARE AS FOLLOWS: �. STORIES TOTAL ESTIMATED SHRINKAGE 0 1 1/2 2 1 V) PARTIAL HEIGHT SYSTEMS SHALL BE DESIGNED FOR PROPORTIONAL SHRINKAGES. rn 3 -° LARGER THAN NORMAL FLOOR TO FLOOR HEIGHTS, MOISTURE CONTENT OF FRAMING LUMBER WHEN V) INSTALLED, TYPE OF FRAMING AND OTHER FACTORS MAY INFLUENCE THE ACTUAL SHRINKAGE. N ISSUED FOR: PERMIT I G. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (OSSC SECTION 1705) POST PER PLAN DATE ISSUED: 2-29-2012 I N 1. THE SEISMIC–FORCE–RESISTING SYSTEMS COVERED BY THIS PLAN INCLUDE: REVISION o SIMPSON PB POST BASE IF TREATED WOOD; C*4 o, 1.1 WOOD ROOF DIAPHRAGM, DRAG BEAMS, AND THEIR CONNECTIONS SIMPSON PBS POST BASE IF NOT TREATED NO. DATE ISSUED c N 2. TESTING 0 L U 2.1 WOOD CONSTRUCTION: WOOD MEMBERS AND THEIR METAL CONNECTORS SHALL BE STAMPED AS DESCRIBED IN THE "CARPENTRY" SECTION OF THE STRUCTURAL NOTES. N 12x12 MIN. (16x16 MAX.) CONC. PLINTH w/ (4)#5 VERT. & #3 TIES ® 8 oc DESIGNED BY: FPP 0 3. SPECIAL INSPECTION SHALL BE CARRIED OUT AT FREQUENCY DESCRIBED AND FOR THE MATERIALS `� "' DRAWN BY: BDS DESCRIBED IN THE STRUCTURAL NOTES. INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW. — -- -- _ _ `— !— '1 = I=� I CHECKED BY: HSB OWNER APPROVAL: c 4. REQUIRED SERVICES OF CONTRACTOR 0 " Copyright©2012 m 4.1 THE CONTRACTOR SHALL PROVIDE THE MATERIALS SUBMITTALS TO THE ENGINEER FOR APPROVAL. I Z Seattle Structural PS Inc. Q 4.2 THE CONTRACTOR SHALL PROVIDE COPIES OF THE SPECIAL INSPECTION AND TESTING REPORTS TO THE CLR, TYP U o rn (3) #5 EA. WAY ENGINEER FOR REVIEW. c � 4.3 AS REQUIRED, THE CONTRACTOR SHALL CONSULT THE ENGINEER ON THE INTENT OF THE GENERAL CONSTRUCTION DOCUMENTS. ; r STRUCTURAL 4.4 THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR STRUCTURAL MODIFICATIONS REQUIRED TO MEET NOTES s 3'-0" SQ. +' UNFORESEEN FIELD CONDITIONS. v a� 4.5 THE CONTRACTOR SHALL SUBMIT A "STATEMENT OF RESPONSIBILITY" PER OSSC SECTION 1705.3 TO 0 THE OWNER AND THE BUILDING OFFICIAL WHICH INCLUDES, BUT IS NOT LIMITED TO, A STATEMENT THAT HE/SHE/THEY HAVE REVIEWED THE QUALITY ASSURANCE PLAN. TYPICAL EXTERIOR COLUMN FOOTING 3 20 S2 o NTS m 6 i i I i I F2x CONTBLKGw/ WHERE DIAGONAL BRACE .2x4 DIAG BRACE @ 8'-0"ocLENGTH EXCEEDS 6'-0", PANEL EDGE NAILING w/ (3) 16d EACH END (3) 10d TO DIAPHRAGM ATTACH 2x4 LATERAL PER PLAN TO BLOCK BRACE AT MID–SPAN w/ a (2) 16d TO EACH DIAGONAL SHEATHING PER PLAN i I 2x4 @ PANEL EDGE NAILING Z V , j 4–0 oc (1) BAY 2x BLKG. PER PLAN I Z W (12) 16d @ 3"oc STAGGERED 2x4 24"oc w/ (2) 16d AT BRACE w/ A34 1 AY xBLKG. LTRUSS PER MFR I AT EACH SIDE OF SPLICE -- EA. END EACH END7 B 2 I EACH SIDE 16d ® 12 oc STAGGERED CONT. 2x4 ' ® Q Z ELSEWHERE • TOP CHORD TRIM FORm X ; J 0 SPLICE FIRM BRG. I LLJ CD I Ll.l � W MAIN ROOF I = W O FRAMING (3) 16d PER PLAN 2x BLKG. AT TO BLKG. f TRUSS I �— A35 ® EACH SIDE PER BOTTOM CHORD MAIN ROOF JOISTS PER MFR. I Q Z Q SPLICE w/ (3) 16d PER BLOCK INTERIOR 1 SHEARWALL SCHEDULE w (D TO JOIST BELOW I 1 I W 16d @ 8"oc 1 i Z A34 @ 48 oc i ® V- » DIAPHRAGM 2x6 DIAGONAL 2x8 TOP PLATE ACROSS » 2x4 @ 24 oc ZTmUSS PER PLAN EDGE NAILING BRACE ® 48 oc PARTY WALL BOTH WALLS. ATTACH TO Q — — — — ATTACH TO BLKG. w/ ,� PER PLAN I PLATES BELOW PER W 0 16d TOENAILS ® 8 oc SHEARWALL SCHEDULE. Z (5) 16d NAILS, A34 TO Q U WALL TOP PLATE AND TRUSS TO PLATE 6'-0" MIN. BETWEEN SPLICES MAIN ROOF H2.5 TO TRUSS FRAMING BOTTOM CHORD SHEATHING AND SHEAR I Z SPLICE TO OCCUR AT WALL EDGE NAILING PER OF VERT. STUD (TYP.) PROVIDE 2x6 (� EDGE A34 TO PLATE SHEAR WALL SCHEDULE EDGE DETAIL co OF VENT HOLE TYPICAL TOP PLATE SPLICE DETAIL DETAIL D 2( 1 4 NTS NTS 3NTS NTS s i I I I SHEATHING AND SHEAR WALL EDGE NAILING { PER SHEAR WALL SCHEDULE 16d 0 8»oc TYP. AT BUILT UP STUDS P R 0,ce HOLDOWN STUDS PER SHEAR WALL SCHEDULE (HEM FIR LUMBER) . . .....<iiillllllliilllirl"l",'......... SCHEDULE - (3) STUDS 75057P MIN. TYP. SHEATHING (NOTES 1,2,3,4,8) LATERAL TIE WALL PLATE TO " ALLOWABLE BLOCKING/ MARK PLATE OR BLOCKING NAILING ANCHOR SHEAR SMINS FDN PLATE IOREGON APPLICATION PANEL EDGE NAIL NOTE 5 NOTES 5 9 BOLT SPACING CAPACITY ( } (MIN) o N�� 00 0 z HOEDOWN STRAP PER STRAP CONNECTOR # OF STUDS SPACING (NOTE 9) ( ) ( } (NOTE 7) NOTE 7, 10 �q TFNIBER1�`� PLAN (WRAP AROUND HOLDOWN (PLF)(NOTE 7) �0 0� 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 o o T STRAP ON STUDS) REFER f EXPIRATION DATE: 12-31-2013 TO TABLE FOR STRAP " SW-4 ONE SIDE 1Od ® 4"oc LTP4 @ 16"oc 16d ® 4"oc 32"oc 350* 2x 2x NAILING AND LENGTH MSTC28 21-4" 16 16d SINKERS 2 2x ( ) ( ) SW-3 ONE SIDE 1 O ® 3"oc LTP4 @ 12"oc 16d @ 3"oc 32"0c 470 3x 3x ) MSTC40 3'-4" (36) 16d SINKERS (2) 2x ,� SW-44 BOTH SIDES 10d @ 4 oc LTP4 ® 8 oc N/A 24 oc 660 2x 3x MSTC52 4'-4" (48) 16d SINKERS (3) 2x (NOTE 6) M SW-33 BOTH SIDES 10d @ 3"0c LTP4 @ 6"0c N/A 16"0c 940 3x 3xI Seattle (NOTE 6) HEADER PER PLAN SW-22 HOLDOWN STRAP PER PLAN BOTH SIDES 1Od @ 2 oc LTP4 @ 5 oc N/A 12 oc 1100 3x 3x / I WRAP (NOTE 6) ( struc[ural AROUND BEAM ABOVE, CENTER i STRAP ON STUDS) REFER TO ALLOWABLE VALUE IS REDUCED FROM IBC TABLE FOR FRAMING SIZE. Seattle Structural PS Inc. FOR STRAP NAILING AND LENGTH NOTES: ( Civil and Structural Engineering 1. SHEATHING SHALL BE 1/2" OR 15/32" APA RATED CD GRADE PLYWOOD OR ORIENTED–STRAND BOARD (O.S.B.), TYP UNO. 1420 Fifth Avenue, Suite 425 HOLDOWN STUDS PER I Seattle, WA 98101-4019 SCHEDULE (2) 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. i 206-343-3000 phone 206-343-3013 fax STUDS MIN. TYP. 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. 4. PROVIDE 10d @ 12 it oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. o 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 NTS 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 5 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 N 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. N SHEATHING AND SHEAR WALL EDGE 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 NAILING PER SHEAR WALL SCHEDULE HOLDOWN STUDS OR POST 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 UP TO Y OF FLAT SHIM MAY BE 3x BLOCKING FOUNDATION PLATES FOR DOUBLE SHEATHED WALLS ONLY. PER PLAN (2) 2x MIN. / I � PLACED HERE TO AID IN 4-1CONNECTORS 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 SHEAR WALL EDGE NAILING AT ANCHOR # OF STUDS EMBEDMENT > INSTALLATION OF HOLDOWN EACH HOEDOWN STUD OR POST HOLDOWN BOLT TO HOLDOWN OR POST DEPTH OR DOORWAYS. PROVIDE HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOLDOWN. STUDS 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 �� _ AT NAILING PAIN HANK COATED OR GALVANIZED ' » PNEUMATIC L G L SHANK, � I I END WALL CONDITION HDU2 5 "0 6 SDS 0/2"SCREWS 2 2x 8 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH n-J, CONNECTORS TO HOLDOWN 10d = .148 DIAMETER x 3 MINIMUM LENGTH I I I I HDU4 5 " 2 2x 9" 16d = .148 DIAMETER x 3-1/2" MINIMUM LENGTH STUD AS REQUIRED BY MFR. / (10) SDS 2Y SCREWS ( ) N I ( I I I I SEE SCHEDULE HAND NAILING – SINKERS, COATED cv 5 » 8d = 11-1 2 GAGE x 2-3 8" + ISSUED FOR: PERMIT o I I I I HOLDOWN PER PLAN HDU5 / 0 (14) SDS 2Y SCREWS (3) 2x 10 / / cv I I I I 10d _ 11 GAGE x 2-7/8" I DATE ISSUED: 2-29-2012 16d 9 GAGE x 3-1 4 o I I SLAB PER PLAN HDU8 % 20 SDS 2/ SCREWS 4x6 1 –O / I REVISIONS N I I 1 I ( ) 10. WHERE 3x BOTTOM PLATES ARE REQUIRED, USE 2 20d END–NAILS OR 4 8d TOE–NAILS FOR PLATE TO STUD NAILING. FRAMING CONTINUOUS » ,� I C I I I I HDU11 1 30 SDS 2Y SCREWS 4x6 1 –2 I No. DATE ISSUED •� —ice — — — i� _WHERE OCCURS ( ) 11. CRITERIA: 2010 OSSC TABLE 2306.4.1 DOUG FIR LUMBER " 2500 psi CONCRETE MINIMUM 0 HDU14 1"o (30) SDS 3 SCREWS 6x6 1 -4 ASTM A307 ANCHOR BOLTS WITH 2/ EDGE DISTANCE IN CONCRETE AND 7 MINIMUM EMBEDMENT. 4 12. WHERE SEISMIC–RESISTING SHEAR WALLS HAVE HEIGHT–TO–WIDTH RATIOS GREATER THAN 2:1, ALLOWABLE SHEAR VALUES HAVE BEEN REDUCED IN THE CALCULATIONS = J ACCORDING TO IBC TABLE 2305.3.3 FOOTNOTE A. DESIGNED BY: FPP 16d 8"oc TYP. 13. INSTALL 3x3x 4 PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. DRAWN BY: BDS 14. "HOT–DIP" GALVANIZE ALL NAILS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD. CHECKED BY: HSB AT BUILT UP STUDS f OWNER APPROVAL: o CAST–IN–PLACE HEADED f j ANCHOR BOLT AND WASHER, ICoiht 12 Seat le St�ruct0ural PS Inc. OR ALL THREAD WITH HEAVY HEX NUTS AND WASHER i CSEE TABLE FOR EMBED DEPTH .o STRUCTURAL DETAILS TYPICAL HOLDOWNSHEARWALL SCHEDULE (DOUG FIR LUMBER , 9 NTS NTS - � I I- S3 i I o. I I WHERE HEADER INTERRUPTS TYP. COORDINATE PLACEMENT OF PANEL EDGE NAILING BOTTOM PLATE ATTACHMENT DOUBLE TOP PLATE, PROVIDE HEADERS WITH ARCH. PER PLAN PER SHEAR WALL SCHEDULE I DRAWINGS; IN GENERAL (MIN. 16d @ 8 oc AT LSTA24 EACH END BOTTOM PLATE PANEL EDGE NAILING NON-SHEAR WALLS) b PLACE HEADERS LOW ONLY ATTACHMENT 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 P SHEATHING AND TOPPING PER L A Z N C� -1 _ P . .. ! A A35 CLIP ANGLE PER PLN RIM JOIST w/ (4) 16d TO i W I � � ACONNECTION T I AT EXTERIOR BLKG. ND 0 HEADERS OVER RIM JOIST w/ (2) 16d TO TOP PLATE BELOW PER j ®- JOIST. CONNECTION O ® Z _ SHEAR WALL SCHEDULE (MIN. 1 6 0 IN LENGTH TO TOP PLATE BELOW PER 16d TOENAILS @ 8"oc ; 0 16d MIN. SHEAR WALL SCHEDULE AT NON-SHEAR WALLS I W w(6) (MIN. A oc ) JOISTS PER PLAN I � W 16d TOEN ILS @ 8 �JI W 0f REFER ARCH. REFER AT NON-SHEAR WALLS » a = Q TYP. V - - 2x BLKG @ 48 oc w ARCH. - � STUDS \ A34 AT BLKG TO PLATE JOIST PER PLAN JOIST PER BEAM PER PLAN AND H2 BETWEEN Q z Q ! BLOCKS BOTTOM W HEADER PER PLAN PLAN � / I (2) 8d EA. JOIST W — LB HANGER (SIZE TO PLATE ! Z (— HEADER PER PLAN WHERE 16d @ 8 oc, TYP. TO MATCH JOIST) - HEADER PER PLAN WHERE ; � OCCURS. REFER TYPICAL �-- �-- TRIM STUD POST PER AT BUILT UP STUDS OCCURS. REFER TYPICAL � � PLAN, (PROVIDE MIN. (2) HEADER DETAILS) U) 0. 2x STUDS AT HEADERS HEADER DETAIL(S) i z Q — I U OVER 6'-0" IN LENGTH f ) ® Z TYPICAL EXTERIOR WALL i I � � TPICALYHEADER DETAIL TYPICAL SAWN JOIST FLUSH BEAM CONNECTION (SAWN JOISTS PERPENDICULAR) TYPICAL EXTERIOR WALL (SOLID SAWN PARALLEL IC:) 1 (:D 3 4 NT M NTS NTS S NTS j I I I PER ARCH NON-STRUCTURAL I WALL PER ARCH. DWG. BOTTOM PLATE ATTACHMENT PANEL EDGE NAILING PANEL EDGE NAILING PANEL EDGE i TO BLKG. PER SHEAR WALL PER PLAN BOTTOM PLATE ATTACHMENT PER PLAN SCHEDULE (MIN. 16d @ 8"oc PER SHEAR WALL SCHEDULE NAILING PER PLAN AT NON-SHEAR WALLS) 2x BLKG. CONNECTION (MIN. 16d @ 8 oc AT NON- TO TOP PLATE BELOW PER 2x BLKG. ATTACH PER PROF SHEAR WALLS) SHEAR WALL SCHEDULE. SHEAR WALL SCHEDULE G N 6 Fss� 2x BLKG. ATTACHMENT TO (MIN. 16d TOENAILS @ 8"0c RIM JOIST F o TOP PLATE BELOW PER AT NON-SHEAR WALLS) w/ (2) 16d TO I 75057P i SHEAR WALL SCHEDULE JOIST SHEATHING AND TOPPING (MIN. y cP�, OREGON 16d TOENAILS @ 8 0 SHEATHING AND TOPPING �� iOTF PER PLAN q� MBER AT NON-SHEAR WALLS) PER PLANzi c o t j ° s ••• � EXPIRATION DATE: 12-31-2013 i I I I - m SHEATHING AND SHEAR WALL JOIST PER PLAN Seattle JOIST PER PLAN EDGE NAILING PER JOIST PER PLAN SHEATHING AND SHEAR WALL SHEAR WALL SCHEDULE (REFER ARCH. DWGS. FOR Is1ruclural EDGE NAILING PER SHEAR HEADER PER PLAN SHEATHING AT NON-SHEAR WALLS CANTILEVER j WALL SCHEDULE ) PER ARCH SHEATHING AND SHEAR (REFER ARCH. DWGS. WHERE OCCURS 2x BLKG. EACH SIDE (2'-6- MAX ; Seattle Structural PS Inc. REFER TYPICAL „ WALL EDGE NAILING PER Civil and Structural Engineering FOR SHEATHING AT HEADER DETAILS PARTY WALL (WHERE OCCURS) @ 48 oc w/ A34 SHEAR WALL SCHEDULE 11420 Fifth Avenue, Suite 425 NON-SHEAR WALLS) ( ) TO PLATE BELOWW . I Seattle, WA 98101-4019 FOR ADDITIONAL (REFER ARCH DGS nINFORMATION FOR SHEATHING AT 206-343-3000 phone 206-343-3013 fax �- NON-SHEAR WALLS) O TYPICAL INTERIOR WALE (SOLID SAWN PERP. PARTY INTERIOR WALL (SOLID SAWN ) DETAIL NTS6 7 8 N NTS NTS I s N I O w N I 1 PRESSURE TREATED SILL j PLATE AND ATTACHMENT PER (nSHEAR WALL SCHEDULE (MIN. j °0 2x SILL PLATE w/ 5/"0 3 ANCHOR BOLTS @ 48 oc w � PLATE WASHERS 3x3x/; rn 'Do 2x 'H' EMBED MIN. 7 INTO CONCRETE N — — I . . AT NON-SHEAR WALLS) j ISSUED FOR: N CONCRETE WALL SHEATHING AND SHEAR PERMIT 0 I SHEATHING AND SHEAR WALL INSULATION WHERE OCCURS I DATE ISSUED: N CORNER BARS TO . , WALL EDGE NAILING PER � ; 2-29-202 NAILING PER SHEAR PRESSURE TREATED SILL o MATCH EXTERIOR CORNER BARS TO 7 y EDGE DRAWINGS) o SHEAR WALL SCHEDULE (REFER ARCH. DR IGS) I REVISIONS N HORIZ REINF MATCH CROSS WALL WALL SCHEDULE (REFER PLATE AND ATTACHMENT PER HORIZ REINF ADD 1 5 ARCH. DWGS. FOR SHEATHING SHEAR WALL SCHEDULE (MIN. ; No. DATE ISSUED ADDITIONAL (ALT HOOKS) ( ) # _ 5 #4 @ 12 oc (VERT.) SLAB ON GRADE i o VERT BARS DIAGONAL IN WALL AT NON SHEAR WALLS) 2x SILL PLATE w/ /�� ALTERNATE HOOKS PER PLAN CROSS WALL ANCHOR BOLTS @ 48 oc w SLAB ON GRADE / x s PER PLAN PLATE WASHERS 3x3xY; z I PLAN @SINGLE CURTAIN Q • I • x x X � � I x I o Ilii I!I-!I!- 711 =w EMBED MIN. 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OR CONTRACTOR 4 8 4 I PLANS AND SCHED DESIGN TYPICAL CORNER BAR ARRANGEMENT N TYPICAL STEPPED FOOTING TYPICAL INTERIOR FOUNDATION THICKENED SLAB DETAIL CONCRETE WALL I 3 9 11 T S4 ° NTS 10 NTS NTS 12 NTS m 6 PER ARCH. DWG. PANEL EDGE NAILING PER PLAN ANEL EDGE NAILING - 2x RIM JOIST 2'-0" MAX. A35F, SPACING PER BLKG. PER PLAN TO BLKG. PLATE w CONNECTION TO TOP PLATE BELOW (3) 16d PER ON SHEAR WALL SCHEDULE A34 EACH END OUTLOOKER AT BRACE BAY BLKG. NON—BEARING WALL ]��SEE ARCH DRAWINGS , ++ ++ V X JOISTS PER PLAN 2x4 OUTLOOKER @ 24" n F_ 16d 0 16 oc TO BLOCKING O.C. w/ A34 TO FIRST GABLE END C� Z H2.5, TOP TRUSS AND H2.5 ® 48" TRUSS I Z W 99 591 II1 X X PER MFR. I ___J O.C. TO GABLE END TRUSS I 2x BLKG @ 48 U 1 Co0.. 2x BLKG. CONNECTION TO TOP O.C. (3 BAYS AT 0 0 Z PLATE BELOW PER SHEAR WALL BRACE, 2 BAYS J 0 L12x SOLID BLOCKING SCHEDULE ( MIN. 16d TOENAILS AT OUTLOOKER U LU (7 24"oc w/ (2) 16d EA. END @ 8"oc AT NON–SHEAR w/ H2 BETWEEN > w TO JOISTS WALLS) BLKG. TOP W LU 0! WALL PARALLEL TO FLOOR FRAMING NON—BEARING WALL SHEATHING AND TRUSS PER � MFR. SEE ARCH DRAWINGS SHEAR WALL EDGE z ry 16d @ 16 floc TO BLOCKING NAILING PER SHEAR Q W Q JOISTS PER PLAN WHERE DIAGONAL BRACE LENGTH EXCEEDS 6 –0 , (D 2x BLOCKING w 2 16d WALL SCHEDULE I..L.1 � o � S ATTACH 2x4 LATERAL BRACE AT MID–SPAN Z L— EACH END TO JOISTS 16d TOENAILS @ w/ (2) 16d TO EACH DIAGONAL ~ � „ 0 oC 8 oc TO PLATE �-- 0 26 DIAGONAL BRACE ® 48 oc ATTACH TO TOP BLKG. DO NOT BREAK w/ (5) 16d NAILS, A34 TO WALL TOP PLATE, AND H2.5 TO END SHEATHING AT PLATES TRUSS BOTTOM CHORD U WALL PERPENDICULAR TO FLOOR FRAMING 0 Z TYPICAL NON-STRUCTURAL WALL SUPPORT Z) TYPICAL EXTERIOR GABLE END WALE STANDARD TRUSS) (BOTTOM) 3 o 1 M NTS NTS EDGE NAILING PER SHEAR WALL SCHEDULE �PR0,re' / NOTES: 75057P 1. WHERE NO STUD TO STUD NAILING IS INDICATED, NAIL STUDS TOGETHER WITH 16d @ 8„0C cPf� OREGON el q BER WIDTH EDGE NAILING 2. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC. s c o T� PER SHEAR WALL — FACE NAIL PER 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. s EDGE DIST 0 4. SEE BEARING WALL SCHEDULE FOR MINIMUM STUD SIZE AND CIRCULAR ( P) 4 BORED HOLES ARE SPACING. (VERIFY ACTUAL SIZE WITH ARCHITECTURAL) NOTCH TO BE SPACED AT PARTY WALL TO EXTERIOR WALL Sea e STUD LEAST A STUD WIDTH WIDTH FROM A CUT OR NOTCH s1ruclural VEE NOTCH Seattle Structural PS Inc. el Civil and Structural Engineering MAX DEPTH EDGE NAILING 1420 Fifth Avenue, Suite 425 BORED HOLES ARE TO PER SHEAR WALL FACE NAIL Seattle, LET–IN PER SHEAR WALL 206-343-3000 _ 4 WA 98101n40206-343-3013 9 _ 4 _ � MIN DEPTH BE SPACED AT LEAST SCHEDULE 06 3 3 3000 p o e 06 3 3 30 3 fax NOTCH SCHEDULE °- TWICE THE DIAMETER 0 OF THE LARGEST HOLE EDGE NAILING EDGE NAILING N PER SHEAR WALL PER SHEAR WALL I SCHEDULE SCHEDULE (V N EDGE NAILING 0) PER SHEAR WALL FACE NAIL N A. CUTTING AND NOTCHING WOOD STUDS SCHEDULE PER SHEAR WALL (DO NOT NOTCH MORE THAN 3 ADJACENTS w/o REVIEW BY ENGINEER SCHEDULE �- BEARING WALL STUDS v TABLE NO. 1 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER SHEATHING PER PLAN U V) SIZE EDGE CUT OR NOTCH CUT OR NOTCH m REFER ARCH. DWGS OR CONTRACTOR 2"x4" 1” 2-1/2" PARTY WALL TO INTERIOR WALL VARYING WALL SIZE PANEL EDGE NAILING DESIGN FOR VENTING REQUIREMENTS. 3PER PLAN » 2"x6" 1-1 2" 4" (1)/2"0 DO NOT �ci / En 2x BLKG. ATTACHMENT TO INTERRUPT NAILING) 0 NON–BEARING WALL STUDS N TOP PLATE BELOW PER ISSUED FOR: I TABLE NO. 2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER PERMIT SIZE EDGE CUT OR NOTCH CUT OR NOTCH EDGE NAILING EDGE NAILING SHEAR WALL SCHEDULE DATE ISSUED: 2-29.2012 WA MIN. 16d TOENAILS @ N PER SHEAR LL PER SHEAR WALL it 0 2 0 1-5/8 1-7/8 SCHEDULE 8 oc AT NON—SHEAR REVISIONS NSCHEDULE 2"x6" 2-1/211 3" WALLS) NO. DATE ISSUED o B. BORED HOLES IN WOOD STUDSFACE NAIL 0 REFER ARCH. BEARING WALL PER SHEAR WALL PvSTUDS 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 TABLE NO. 3 STUD MAX. DIAMETER MIN. EDGE DISTANCE EDGE NAILINGIt DRAWN BY: BSS ° SIZE OF BORED HOLE AFTER BORING FACE NAILS PER PER SHEAR WALL CHECKED BY: HSB TR PER MFR. OWNER APPROVAL: 3 °� SHEAR WALL SCHEDULE USS E — A SIDE OF HOLE ° 2x4 1 5/8 5/8 E �- 2"x6" 2-1/2 5/8" EA SIDE OF HOLE SCHEDULE Copyright©2012 o HI AT EA. TRUSS Seattle Structural PS Inc. NON—BEARING WALL 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. WALL EDGE NAILING PER STRUCTURAL ° TABLE NO. 4 STUD MAX. DIAMETER MIN. EDGE DISTANCE - � SHEAR WALL SCHEDULE DETAILS ° SIZE OF BORED HOLE AFTER BORING (REFER ARCH. DWGS. 2"41 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) P TYPICAL NOTCHED STUD TYPI CAL WALL INTERSECTIONSERPENDICULARROOF TRUSS 310 12 NTS S5° m 9 NTS NTS i o. EDGE NAIL FULL HT L FTG LSTA24, TYP PRESSURE-TREATED 2x ATTACH z RISER & TRE I TO»CONC. w/ Y2x6 TITEN HD @ z w SEE ARCH 24 oc MIN. 3 EACH STAIR).( ) ) U I O O z U212 HANGER, TYP A35 0 EACH V W (� STRINGER STRINGER L U PER W E L � � I w NOTCHED STRINGER 4x12 LANDING JOIST OR SHEAR WALL = O FLOOR JOIST STRINGER 4x12 PER PLAN � PER PLAN HEADER z 8 MIN Q Q °ooh°oo°(°o °oo°p°oo°p°o o PER PLAN �J,J 1 LANDING JOIST OR U212 HANGER 8„ MIN z ~ 1 0 FLOOR JOIST • BLOCKING LL A ® STRAP Q o HEADER SLAB ON GRADE SIMP 'U' HANGER PER PLAN ��. Q 1'-2" _ U �—' Z TYPICAL BASE OF STAIRS STAIR LANDING STAIR LANDING TYPICAL STRAP @ SHEAR WALL OPENING m Z) 12 4C) NTS NTS NTS NTS P R 0,re 19 75057P y N OREGON o �.o O o �AMBER 3CW EXPIRATION DATE: 12-31-2013 Sealtle s[ructural Seattle Structural PS Inc. Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 Seattle, WA 98101-4019 206-343-3000 phone 206-343-3013 fax m N ~ O I N_ N N L a-+ v U m 3 c0 ISSUED FOR: PERMIT N N O N DATE ISSUED: 2-29-2012 O N REVISIONS v' NO. DATE ISSUED c O U v t v DESIGNED BY: FPP a� DRAWN BY: BDS c CHECKED BY: HSB c OWNER APPROVAL: 3 O m Copyright©2012 o Seattle Structural PS Inc. U rn C STRUCTURAL DETAILS a., v C O 4-0 V) c 3 0 S6 m n.