The URL can be used to link to this page

Plans (8) 7 BiJP2012 - 00038 OT 1i E *4 E #%( r4 S �r 0 t Ft 431 S S 1114 B IZO % AIr IC RECNVFD MAY 3 Q 2012 U1LDING DIVIS IOf I _17 77 GOA 30 =UNIT APARTMENT EVELOP"amMENT C TYI ® ORE N 6# frcyt I � � r. • • �� ;v� rA�� tdtortl�.c��. J .T. 1 BTO LE AUG KIRKLAND, WA. GENERAL. NOTES PROJECT TEAM PROJECT INFORMATION LIST' OF DRAWINGS � 5558 � � 0� 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 Al Cover Sheet 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 Longstaff Street A4 Units A&B2 Floor Plans 3. Verify all rough-in dimensions for equipment provided in this contract or by Tel: (503) g g 657-3402 Tigard, Oregon others. A5 Unit B1 Y Utilit 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 Longstaff Street A7 6-Plex Building Foundation Plan framing inspection. 25 Central Wa Suite 210 � Tigard, Oregon 4. Verify size and location of and provide all openings through floors and walls, Y' g g A8 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-flex Building 2nd Floor Shear&Roof Framing Plan 5. Provide furringas required to conceal mechanical and electrical work in all Tel: (425)454-7130 Location Bldg. 6: 9256 -9296 SW Longstaff Street A10 6-flex Building q g Roof Plan �•� finished areas. Contact: Rick Tolleshaug Tigard, Oregon A11 6-Flex Building Elevations&Sections o ` " 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 N 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 Bi-Pass doors: Nominal size+0". Contact: Pete Pawlak A17 Interior Elevations , Windows: Nominal size+0". A18 Interior Elevation. _ Sliding glass doors: Nominal size+0". Email:ppawlak@fossatti.com Site Area: Approximately 5.176 Acres A19 Interior Elevations 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. Zoning: R-12 S1 General Structural Notes 9. "Finish Floor" refers to the top of concrete slab or top of wood floor S2 General Structural Notes a , sheathing. DEFERRED SUBMITTALS 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 o studs at 16" o.c.,unless noted otherwise. Shop drawings and calculations are required for: S5 Structural Details _ 11.Unless otherwise noted,plan dimensions are to face of studs and face ofConstruction Type: All buildings are Type VB construction. S6 Structural Details concrete walls. 1. Roof trusses. Seg,notes on sheet S 1. Drawings and cal culations will be 12.Refer to interior elevations for cabinet and counter lengths, dimensions, reviewed and stamped by a State of Oregon Registered Engineer. Building Code: 2010 Oregon Structural Specialty Code _ countertop materials and detail reference. Verify all existing dimensions 2. Fire Sprinkler system design, see Fire Systems note this sheet. 131 Details before installation. 3. Firestopping details. Firestopping methods and materials shall be 132 Details 13.Provide caulking between sole plates and subfloor and between rim joists at determined by the Contractor except�i�here details or notes are indi gated in D3 Details o �; r both top plate and subfloor. D4� Details N these drawings. Firestopping locations are indicated in part by detail 13/D 1. 14.Hydrants shall be in service prior to start of framing. t D5 Details do Contractor shad submit UL assembly details and product cuts of all relevant a 15.Through penetrations and membrane penetrations of rated wall or 136 Details floor/ceilingassembly will require firesto in per OSSC 713. situations to the Architect for conformance to the building design. Upon the Y q PP g P 137 Details See detail 13/D1 for diagram of specifics. Architects appro,,`al,they shall be submitted to the Building Official for 16.Milbrandt Architects is not responsible for construction means,methods, approval. Firestopping shall not be installed without City approval. 4111111111 techniques or procedures,or for the safety precautions and programs in 4. Electrical and Plumbing design and drawings. 4) 04 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 contractor or subcontractor to carry out the work in accordance with the systems. Drawings and calculations shall be reviewed and stamped by a State various contract documents and or governing jurisdiction,regardless of what of Oregon Registered Engineer. I` is shown on these drawings. N PARKING (Based on Entire Site) ACCESSIBILITY DESIGN LOADS Vehicles Required Per Zoning Code Table 18.765.2 See Structural Notes on Sheet S1. a Reference: 2010 OSSC(State of Oregon Structural Specialty Code based on 12 Multi-family 1 bedroom units @ 1.25/DU= 15 m LL 2009 IBC),Chapter 11. 30 Multi-family 2 bedroom units @ 1.5/DU= 45 Erosion �ntr®# 3 Q Inspections Required 1 Detached single unit @ 1/DU _ 11 0 L All R-2 buildings are nun-elevatored buildings. All residential units are one-story Sub-total: 61 Senkes dwelling units. By exception 2 to paragraph 1106.1.10.2 all units in this project ENERGY NOTES Visitor stalls per 18.7656.030 E @ 15% _ 10 Contact' �t above the ground floor are exempt. There are 14 adaptable dwelling units in this i Total required: er 71 (503)6814444 R Vehicles Proposedproject. Reference: 2010 Oregon Energy Efficiency Specialty Code. Chapter 4. j j Single car garages 45 Initial Prior To All residential units shall comply with the Prescriptive Envelope Requirements per }fit frosion inspection Prior to Final Of the 76 parking stalls,45 are enclosed garages,of which 2%(one)are Table 401.1(1). Open stalls including 2 accessible stalls 31 adaptable. That stall is located in Building 3. Of the 31 open public stalls,one is Total Proposed:- 76, a F�- Additional Measure no. 5 from Table 401(2)has been selected. LonZ adaptable and is signed per OSSC 1104.1. See Insulation Notes on the Unit Plans, and Insulation and Energy Notes on sheet D5. Fuel for water and space heating is Electricity. Bicycles Required I C� � �`I�arA� /•� •• � E slRs s• �i Per Zoning Code Table 18.765.2 Appt°ff'ved..• R •. 42 Multi-family units @ 1/2DU 21 Unit Summary Conditionally Approved..............C 1 Detached single unit with no requirement 01 1st_ � 2nd -`�Occupant Seg Letter to:1�ollow•..R••R•c••Rcat.•c• Total required: 211 space - Unit Patio Garage Other ; Unit Deck Load the -------- - • • L.-.L{lam- Y � FIRE SYSTEMS 1/ENTILATION NOTES113icyclesI unitA 1BR/1BA 41 267 792 52 4�1 �� ttn �e1`. Pro osed I IAdd a.p ( Unit 61 26R12i?A 1039 77 229 34 5A AL L� I Room for one per garage 43 Unit B2 2BR/2BA 45 270 1118 71 6 i By _ date. - All buildings shall have an NFPA 13R sprinkler system installed throughout i 1. Outdoor air inlets shall be provided in windows as indicated on the Unit I 4.+ including exterior balconies,decks and ground floor patios per 2010 OSSC Guest stalls _ 3 Garages _'_ 540 ___ I LIABILITY 903.2.8. Utility Plans. See Energy Notes on sheet DS for window requirements. _ Total Proposed: 46 2. See Notes on Unit Plan Sheets for undercutting doors. -- The City of Tigard and its Unless otherwise required b local codes a manual fire alarms stem is not 3. See Unit Utility Plans for ventilation fans and locations. employees Shall not be N U ess o he se qu d y y 0 required for any buildings per 2010 OSSC 907.2.9 Exception 2 if sprinkler Building Areas responsible for discrepancies 0 C .® system includes occupant notification appliances that automatically activate Bldg Occupancy Floor _ _ __ Unit _ Heated Garages Other Covered Floor Building I Area which may appear herein. upon sprinkler waterflow. No. Level r A Area B1 Area B2 Area Area Area � Unheated i Area _ Area Area � Allowed ; 0 RADON MITIGATION NOTES 4,5, CL 6,7&8 R-2 1st 82 20781 90 2250 1532 681 154 40041 �t dress li�li be pasted L 2 2 2 Any alarms,bells or lights,due to the design of the sprinkler system or integral _ j 2nd I -_ 1584 __ 2236 3820 3820 7824 14000 and visible from street. with the sprinkler system shall be considered a part of the sprinkler system. The Reference: 2010 Oregon Structural Specialty Code_ Special Amendment _W sprinkler system design therefore needs to include any and all integrated alarms. Section 1812 Radon Mitigation Final inspection approval is 4111111110 Lo U required prior to occupancy. M � Plans and specifications for sprinklers shall be submitted to the City of Tigard A Passive Subslab Depressurization System is proposed for this project. for review and approval before installation. Approved ?l� 3.c� ■® � See Radon MitigationNotes on sheet D2. ��l� jC3 � �o� site. M 0 See Foundation Plan sheet A7 for location of Subslab Soil Exhaust System Ducts (SSESD) Adwk (n See 6/132 for detail of SSESD at slab-on-grade. See 15/D4 for detail of SSESD at attic/roof. OriFICE COPY ■ 10= M o Job No.: 12-04 Li p Sheet No.: Q 0 Al Sheet Order: A B U F R E S D J e� A k { r � 1 BTO LE AUG c"� DASHED LINE INDICATES EXTENT R-12 Zoning OF RED PAINTED CURB WITH KIRKLAND, WA \ WHITE LETTERED "NO PARKING" 5558 ♦♦♦ STORMWATER VAULT \\\\ STENCIL AT 50' INTERVALS. 4' WALK oo \ 0 > ♦�I LOJ ------- ---------------------------------- - � � ------------------------- BICYCLE � �- 8 PARKING STALLS STALL o \\\ AT 8.5'x18.5' R-12 PD I --- --- Zoning 20.00' MAIL \\\ 20' FRONT YARD \\\ SETBACK \ °C I 20. 5 \\\ 3.67 4' WALK \\\ L-----------------------------------------�\ \\ 10 PARKING STALLS ` \ AT 8.5x18.5' State Highway 217 - \- 10' SIDE YARD j '� � '— `� � � \ MUE-1 Zoning SETBACK AND •— \ I LANDSCAPE BUFFER C j R-12 Zoning 2 1 \\\\ o I A2 BICYCLE A2 \ STALL `\ 2 PARKING STALLS I IN.� \\\ AT 8.5'x18.5' Z Q I 6-Plex I 6-Plex I 0 \ \� 9 PARKING STALLS o6 . S A T 9 x18.5 I � 4 � .� o , Bldg. Bldg. �- o o 6 ASPHALT \0 10' SIDE YARD 6-Plex PAVING SOUND WALL � \ N SETBACK AND ; Bldg. 1 04 LANDSCAPE BUFFER C11E J \\ a o 10' SIDE o N R-12 Zoning I 1 YARD SETBACK I \ � 6 1 \ This site plan is a revision to the work indicated inp revious I �' '® _ U. I ' \ \\ a Q submittals and reviewed under I S o I ♦ U) City of Tigard SDR 2005.00011 and subsequent site Ian I BICYCLE q p � STALL 6 Plex amendments. i _ Bldg. VL Key I �� "`_✓�.1�'"� �' e � �i �L- ^�'��i i i i i i i i i .\ � to II - • ® Existing Buildings #x �i��;�'� �_ 's►. i i i i W i i i i i i i i i i i i i i Site Plan i i i i i ]� i i i i i i i i i i i i i i i i i i i♦ 1" 40' Ila Applicable Buildings i i i a i�LY i i i i i i i i i i i i i i i i i i i i i i i i � i � i i i i i i i i i W i i i i i i i�i♦\ 1��* -'►� - ' i i i i i i i i i i i i i i i i i i i i i i i i i i W i i W i \ 14, `�1, __ - � W i i i i W i i i i i i i i i W i .► i W i i i i W i i i i ► i i i i W W i i i i i i i i W i i i i W i i i i i i i �` i i i i i i i i i i11II11 �i'I1 i i i i i W i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i W i W i i i i i i i i i i i i C i i i i i i i i i i i i i i i i i i i i i W i i i i i i i i i i i i i i i i i i i i i i i i i i i W i i i i i i i i i i i i i i iII'i ADHERE STAND ® C ■� PRECAST CONCRETE TO SLAB WITH ``iW`T''', � 1,1O CONSTRUCTION WHEEL STAND WITH ` . WEEP HOLES \ CL eADHESIVE A2 1.43Acfis i � }�I i� i i i i L � \y�y�Li i W i �►'i- ® o _y_ 1 i i i i i i i i i i i i i i W i i i Vi i i i i i i i i i i i i i i i i i i i W � •Jr� � \�'`i i i \ \m/i i i W i i W i i W i i W i i i i i �►` i W i i W i i i i i W i i i i i i i i i i i�11i i `�'��"" 3%2" CONCRETE IDENTIFYING SIDEWALK ► \III/- i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i W y i i i i t \ '� SIGNS '�"�`► i i i W i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i W i i t \ i i SIDEWALK i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i`'II'i ' ♦i J,i, ]Hs�/7 EYELET FOR ' i i i i i i i i i i i i i i i i W i i i i i i i i i i i i i i i W i i i i i 4;��, i i [i ■® LOCKINGBICYCLE PRECAST i i V i i i i i i i i i i i i i i W i i i i W i i i i i i i i i i i i i i i i T (� i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i '�`" VI � O ----� CON C. T WHEEL- c6 HEEL i i i i i i i i i i i i i i i i i i i i �Ilc i i i i i i i i i i i i i i i i •= STOP PRECASTCONCRETE c6 i i i i i i i i i i i i i i i i -r - \i ,I,i i i i i i i i i W, i i i�LY i i , ■ Q WHEELSTAND e „ , i i i i i i i i i i i i i - _ i `Ili'' i i �� , - , • ■� ■ o 0 4” PAINTED 18"W x 91 AL PAINTED i - ♦ / r STRIPES EENSTRIPES \ `\ 3Y2" CONCRETE I BET STRIPES LS �`—� AT 3' OC SIDEWALK REAR YARD LINE 8.5 9 go 9 ,11ic ACCESSIBLE VAN STALL R-4.5 Zoning �. 2'-6" ACCESSIBLE CAR STALL z _ - Q J w Job No.: 12-04 BICYCLE STALL ACCESSIBLE STALL DETAIL Sheet No.: 2 1 N 0 A2 Sheet Order: A B u F R E S D N B 49'-10° A71 A `� 4'-4" 6'-5 12'-10" 6 -5 5'-7/4 10'-7" 4'-1134 5,-5Y2" 10'-11 5'-51/2 5-4 11'-2" 5'-10" { 1 HOUR Oil ,�\ FIRE PARTITION i IT ' 6 I [� BETWEEN NITS """""" """""" } D5 'o OPERABLE i °o A I I f �. $ S ` l PR 3-0 5-0 SH SIDE B1 B1 3 Patio \ 3-0 PA FB 5-0 5--0 SL E E 6-0 5-0 SL ..8 . 1 Kirkland, terry, Ste 210 3/4" N fligton 98033 � rn 1 5 D4 I� P:425054-7130 F:425.658.11206 P r, D1 `� D' Bedroom li Wob: www.iiii[brandiarch.coni -- ---- --- 7-0 5-0 XOX \ 6'_71 Master m /2 3'-8" m li -- -- - 1 �J f 1 O 1 HOUR 1 N Dining 3'-3%4" 3-33/4" Bedroom iI a 1AUG g 0 LE A FIRE BARRIER 1 BETWEEN 1 M = INSULATE ONE II GARAGES AND Sprinkl SIDE BETWEEN KIRKLAND, WA ° UNITS I ° 0 5-O'BIPASS "' UNITS 1 �� 5556 I 1 1 3+0 MTL ° I Living6' UNIT B1 0 5-9Y2 -10.. 1 l n o N N 45' S & P 3.. 3'-0„ 2'-7" ° I ° I D1 i 1 ° 3-0 HCW 1 31 0 MTL 12" TOP ® +45" 1 I, N ❑ ❑ to 13'-3Y2- -- 4'-3" 3-3Y2 2'-3" S & P e ° ° ° ° Utilities 4'-4Y2" C 5-6 BIFOLD C C - ----- C 1 0 V6x6 ' V II Y MISC. PLAN CHANGES P LEX BUILDING 1st FLOOR PLAN i' NO LING c V V = W.I.C. 1 a Q1 :• WASHER DRYER -5/" I a PER 1/4-SCALE PLAN 3/32"=l'-O" s Entry „ --- H o NI $ 2 0 � 09 I 2'-11Y2"3 7Y2 I16' SH I z , m 0 2-O' 1 -�/2 3-0 MTL = IS2 s 1 I w INSUL N 6'-21/2 3', 8" 2' 90" & IM Bath a P 3�0 T=o Bath � sox3z iv ih I DW to �--d 'n SHWR ITUB , o Z 4'-1" 3'-4Y2" -S & P --- °Z 3;, nit ® I O j ----- __ ___WH __2x6-___�_ - __-_- -_- -__ n I ° N 2xe. . . _ 4 17 60x41 D1 O D1 D1 D1 O SII o TUB/SHWR �, o 5'-10" J010-8 2 FURR 2x6 — �I a = FROM CEILING FURR 2x6 _ I�----zxs---- °0 FROM HEADERS BOLLARD 2x4 2x4 TO BOTTOM - L_=____ - OF STRINGERS °e o c TO BOTTOM AND INSULATE S OF STRINGERS WITH R21j �N 2'-6" 3'-6" Cj UP AND INSULATE ^ I ^ o 2-8 SCW WITH R21 'n I N I 12 ,! 9 5E -CLOSING - """"""E it o Lo I , 04 •- ' 1TYP, Unit 62 0 Unit B2 Unit B1 Unit A Jr - - ,7 t Garage Garage o 5 Garage o 2 1 try 2 `V D1 z D1 II TM Z CD CD 01 Q o :. ............SUP J s WOil 2-8 s I ro CL 1 / 3 4 H12 1 m DI SELF-CL ING 1 o STONE___/' I F I ME O I VENEER Ds Unit-" oN I O m r L ---------- ---------- 11'-5' 11'-3 " 1 En Mz I' UL ROOF 3 Q /2 _ '�2 11'-9' �� MROOF ABOVE ......••••• + o 8-0 7 0 SOHD 6-0 7 11 1 8-0 740 SOHD I I I STONE I I DECK 1 6 4 I VENEER I I I o ABOVE o D1 N -- I 8 I I M p4 i o 8X8 POSTS TYPICAL OIL I I g n �� ROOF PLATE HEIGHT 4 I--- I -�-� I�I I ABOVE I IS 8'-1" AT D4 10'41IY2" 11'}5Y2" 1 5'-101/4" 1ST FLOOR 11'1-9Y4„ 5'-11%2" 11'-3Y2" 11' '3Y2" 5'-11%2" iWINDOW HDR 5'-5,11/$l34,-6, 5,-6h S 7'-0„ UNLESS NOTED C 45,-6" ■_ L SEE A17 & A18 FOR INTERIOR UNIT B1 FLOOR PLAN ELEVATIONS N 1/4"=1'-0" 1st FLOOR LEVEL O (A O c 'E N O T E S y 0 FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE 844" PLYWOOD UNDER TUB IN PLACE INSULATION N Q. 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 Q O E UNLESS NOTED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BAITS OR BLANKETS 'a V ......•••••.••• TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 6 WALLS - 2LLS R21 M R-21 BATT INSULATION �� ------- R-13 BATT INSULATION - ONE OF 70 MINIMUM ABOVE THE DRAIN INLET. z 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. 0 •E DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. Q TYPICAL. EXTERIOR DOORS: MAIN ENTRY U=0.20 ALL BEDROOM AND BATHROOM DOORS SHALL BE ALL OTHERS U=0.40 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 7 SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT THE FRONT DOOR SHALL BE OPENABLE FROM THE SLIDING 6110 ARGON/LoE 0.31 DIMENSION SHALL BE 24". MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 O WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A SINGLE HUNG 6210 ARGON/LoE 0.31 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 WINDOWS MORE THAN 7' ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON/LoE 0.30 O 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 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 a 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 Sheet No.: PROVIDE fie" (MIN.) GYPSUM SHEATHING ON5/8" GYPSUM WALLBOARD SHALL BE USED �� WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE THROUGHOUT ON INTERIOR WALLS EXCEPT N REQUIREMENTS A7 PARTYWALL CONDITION. AS NOTED, Sheet Order: A B U F R E .S B 45'-6" All A 12'-10" 10'-7" 10'-11" 11'-2" A11 6'_5" 65'-7Y4° 4'-,13/4„ 5,_5Y2 5'-5y2" 5'-4"' 5'-10" 1 HOUR 42' HIGH GUARDRAIL ............... FIRE PARTITION �----�= i o � o OPERABLE i o BETWEEN UNITS -' 5-0 2-0 F Deck N 7 - x OVER E N RAISE 5-0 4-6 SL E SID _ i A r C h I t e C 1 J �� . . .. ..... ........: :............. ......... ...y I ,. B2 B2 SEE 1O/D3 FOR PLATE IN5-015-0 SL 6-015-0 SL I. i DECK DETAIL 243/4" 3-0 PA 7 25 Central Way, 'Ste 210 Kirkland, Washington 98033 -=-1 �- 1 THIS , s D4 I' a� 01 WALL D7 ase I� P:425AS43130 V:1425.658.1208 . Ll L= ° — p r 2 4 Web: w Dining Bedroomww.milbrandtarrh,cam _ o ----- "• o _ PR 3-6 1-6 F Bedroom , ° ° � l �t ❑ � -- - --- - _ _ OVER fd0 —. 7-0 5-0 XOX LE AUG C-7) ❑ [ ------•-- -.a- °- - - — ❑ i � B IF LD •N 2-2y2 2 -8Y23-SY2 II (K. IRKLAND, WA UNIT B2 45° 45° Living sssa � HIGH CEILING S & P N 1 ❑ ❑ I 1 ° II _ _ E � 332IL 12'-3y2" 2' �2 � __ ❑ 4 ❑ 12" TOP 20"x3o"I 2-6 CW 5 SH. v --- Ip +46 C- 5-6 BIFOLD G ATTIC I 1 IACCESSI .- • � _+ I 6'-7/2" 3'-8° 145` ; '-------- V V m �---' S SH. M �' L.-'i____.._..._-_,.-.__-. i-� 1 i WASHER DRYER C 1V1 MISC. PLAN CHANGES 6 - P LEX BUILDING 2nd FLOOR PLAN N 12" PLANT SHELF ;� 16' SH. _ v = 45' Bah I N N PER 1/4-SCALE PLAN / 3/32°=1'-0" -_ AT 8'-2%z° PLATE----, I I 2x9 F0- 1 1 , k1�� y 60x32 I ti o n TOP ® +43" 2'+8" Kitchen -M1 TUB N pW SHWR0%2" W.I.C. I Q a - ° 2" Bath _ v a _ m HIGH3 6" DN `r — I w I "� I N p N N S & P -—- —-—-—-— ..-_. _— S & P - � 60x41 11 I' 60x41 ® LINEN 16" SH.--- -=N L�� - D1 - ---- ---- TUB/SHWR `O D.3 TUB DRYER WASHER ry C) (� ` 6 :I WH I 5'_8° SHWR - - I Bath Kitchen �� ---- -- -- � - Z n 1n I 3'-11° 1"-9° r 5-6 BIFOLD -- — - O 3° — — S & P 2-4 HCW N DN D1 �i d N F------, N Ir 3-0 PKTC c ; ; a N a- o 2-4 HCW -314CW O DW I m o N 14 "x3o" 1 N __ _ __ -_-_--------- L-CC- 12" -__ __J N TOP ® +43" W.I.C. D4 TIC _______________2x6 ________-__ I' N N L ACC- _ ___ - I n 12" TOP I � 3'-6" 9,-3y2' ® +45" 2'-10" L4'-2" 5"-0" L-----� - D3 S & P v� N o . 5 _ Bedroom N N D1 Dining INSULATE FLOORS Living I. o OVER GARAGES -613-0 FI Q 0 11'-9° 10'-10" 0 3'-6 LL m N = LL3 ................ . 5-0 5-0 SL .................. ....... 8-0 6-10 SGD I � 7-0 5-0 XOX I - E Deck 1 0 42" HIGH SEE 10/D3 FOR D1 PLATE HEIGHT GUARDRAIL, DECK DETAIL IS 8'-2/z AT n 12 2ND FLOOR d D4 WINDOW IIDR 5'-11y2" S'-9�2" 5'_g° 5' 4^ 5'-11 2" 5'-11 2° UNLESS NOTEDIS 5$-515'-51 P, 22'-7$$ 11'-11" 5'-6Y2" 45'-6" SEE A17 & A18 FOR INTERIOR ■� UNITS A & B2 FLOOR PLAN ELEVATIONS N 1/4"=1'-0" 2nd FLOOR LEVEL O L Q y GROUND FLOOR SLAB TO U 0 = •� 2ND FLOOR IS 9'-0" N O T E S y 0 TOP OF SHELF 203/4" 23%4" 5TR®10"-4'-2" 4„ 14 EQUAL RISERS AT 7,71" FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE 3/4" PLYWOOD UNDER TUB IN PLACE INSULATION > AT 2ND FLOOR MAX. RISER HEIGHT: 8" 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17 D1. SLAB EDGE PERIMETER - R-15 ^^ d 0 Q SHEATHING LEVEL � / i ❑ O �� 5TR01D"=4'-2" 3'-8" UNLESS NOTED OTHERWISE. 40 PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BATTS OR BLANKETS a..r 'a % 9 10 11 12 13 14 TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT V �8 ............••.... R-21 BATT INSULATION 2x6 WALLS - R21 0 IC __ OF 70" MINIMUM ABOVE THE DRAIN INLET. 01 = ----- FLOORS OVER UNHEATED SPACES - R-30 i45. ., ___—._-____� _-_ —_—_ R-13 BATT INSULATION ONE _ .d g' — -T "" --- - j SIDE OF PARTY WALL UNO. NO PLUMBING SHALL BE LOCATED IN THE 1 AIR ~ CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH A ATTICS AT TRUSSES - R-49* '0 •� N .--- ----- i` - SPACE IN THE PARTY WALLS. In 0 7 — — ! °' DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. EXTERIOR DOORS: MAIN ENTRY U-0.20 0. (n 0 6 `�-- / TYPICAL. ALL BEDROOM AND BATHROOM DOORS SHALL BE O >' 6- ALL OTHERS U=0.40 Q , 5 1/2"0 HARDWOOD -- - UNDERCUT A MINIMUM OF 3/4" ABOVE THE ADJACENT � U -- 4" -- -_---- ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS FLOOR COVERING. //� •� HANDRAIL � 36" WINDOWS: MILGARD VINYL W 4" SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 ,- ABOVE NOSING -___ � o TYPE (VINYL) MODEL U � RETURN TO WALL SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT THE FRONT DOOR SHALL BE OPENABLE FROM THE SLIDING 6110 ARGON/LoE 0.31 2 AT ENDS 1%z"d HARDWOOD -- '-- a DIMENSION SHALL BE 24". MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 O HANDRAIL 0 36 ----....... o WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A SINGLE HUNG 6210 ARGONAoE 0.31 M -- - -- - ABOVE NOSING NOT MORE THAN 44" ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, O GROUND FLOOR SLAB TO ----- - DBL. SLIDER 8125 ARGON/LoE 0.32 UP - RETURN TO WALL WINDOWS MORE THAN T ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON/LoE 0.30 2ND FLOOR IS AT 7. --- INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND 14 EQUAL RISERS AT 7.71" AT ENDS , � NOT LESS THAN 24' ABOVE FINISH FLOOR. L - MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED *R-49 INSUL. REQUIRED PER SELECTED MEASURE " MAX. RISER HEIGHT: 8" L- UP ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC, R 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 lob No.: 12-04 UNIT B2 STAIR PLAN UNIT A STAIR PLAN SAFETY TYPE. THAT LISTING. A MINIMUM EFFICACY OF 40 LUMENS PER WATT GYPSUM WALLBOARD SCHEDULE Sheet No.: 1/4"=1'-0" 1/4"=1'-0" PROVIDE 5/8" (MIN.) GYPSUM SHEATHING ON WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE 5/8" GYPSUM WALLBOARD SHALL BE USED A4 REQUIREMENTS AT PARTYWALL CONDITION. THROUGHOUT ON INTERIOR WALLS EXCEPT AS NOTED' sheet order: A B U F R E S D m m Tm m MiIbrandt 10bowl JBHI Archifecfs TECH Patio 1000W ; PORT 1000W - 25 Central Way, Ste 21 Q BBH BBH Kirkland, Washington 98033 k' NOTE: UTILITY CLOSETS R:A25.454 7134 F:425.658,1208 OCCUR AT ONLY ONE wP END OF EACH BUILDING. ��nm I Bedroom WNb, www.mtlhrandtarch.com Dining I I n I PROVIDE 250W BBN 75oW �' - TECH IN SPRINKLER ROOM BBH �_- SD TV PORT Master Bedroom. ) SET AT 50'F Sprinkler TO LE AUG C \ vr' SD / KIRKLAN�WA ` rf1 PC Q TECH \- -- If ELEC -� ® ' �_\ 5558p �O TV PORT Living -----I -I PANEL ® I I � © I ' P �� UNIT B1 ISFAI I Px,011 750W T H I GRILLE VENT Utilities BBH T O PORT N LINTEL -- - F----- - --- - FEL _ I I c - +� 50 1 ( 04 � i m 3 V WASHIER ORYC RADONN Ent a _ ! F--I_ --- wp` \ Entry RADON I _ �_/ +4e" ore VTR 250W TOE d \1 Kitchen 1s - Ul\ w I C . KICK HEATER TO PHOTOCELL I / n 7h \ a - zsow BBH Bath 7 ' -- +$I i CO I I. M. Bath w N P �t 0 u \_. 44" Bo - = Z s - -- U 1J 4 �W REF N 44 SOOW so � ❑ PC -- - -WH +as BBH w + I z ----- _ c� UNDER-CABINET JPe LIGHTING O(WvV)H ,' ° -- N ro _ o I�. � L--------- UP SD ® / \ --- N PBUQntBBH EN rF. --------------�. --------------i !-------------- \ I r Z o 0 wn SD UP /I i /� J o N 11l l ® I nit ,A W a TO PHOTOCELL - Unit B2 1 Unit B1 1; Unit A 1; !; E �. ❑ Gara e L r_ I.- Garage Garage Garage w _ PB — - --- -- --- ------ i i I I 5o0w -J I I 11 I I 1 I I BBH 0 0 wP j TO PHOI DCELL Jr------------------ I ❑ ❑ ❑Io di r o II -- ----J 'v UNIT B1 UTILITY PLAN 1/4"=1'-0" 1st FLOOR LEVEL Y N � O L 0. O ♦ 1 V C a� ELECTRICAL LEGEND o o o GENERAL NOTES ENERGY NOTES VENTILATION NOTES I& DUPLEX RECEPTACLE OUTLET DIRECMOUNTIONAL CEILING © RECESSED CEILING G EX MAX, FAN �� METER CENTER U THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED DRAIN LINE, THE DRAIN LINE SHALL BE DIRECTED TOWARD SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. CFMp1 LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN-BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. $ DUPLEX RECEPTACLE OUTLET 4" ROUND DUCT. SEE 15/D1 o ELECTRICAL PANEL A, E 1- 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 W _t %. APPROVED BY THE OWNER AND SHALL CONFORM TO THE WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER 0 RECESSED CEILING EXHAUST HEATER m G E APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN INDIVIDUAL ELECTRICAL OUTLET BOXES IN FIRE-RATED CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. & DUPLEX RECEPTACLE OUTLET 80 FAN UTONE QT80, 80 CFM, 3 Q 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 OT THERMOSTAT O Q - N MATERIAL AND SHALL NOT BE GREATER THAN 16 ON 21 BTUH/SF OF HEATED AREA FOR THE DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL IC RATED - SEE 12/D1 DUCT, SEE 15/D1 V HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER SQUARE INCHES IN AREA. PARTYWALLS, CORRIDOR BUILDING AS A WHOLE. BE INSULATED TO A MINIMUM OF R-8. SINGLE RECEPTACLE OUTLET ® SMOKE 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 j MICROWAVE COMBINATION, CFM,OVEN/RANGE3O HOOD WITH BATTERY BACKUP _ .7 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF/CEILING ASSEMBLIES UNCONDITIONED SPACES SHALL BE INSULATED WITH Q JUNCTION BOX SMOOTH DUCT. O CARBON MONOXIDE ALARM C 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 ZIL TECH PORT CEILING MOUNTED LIGHTRECESSED HEAT LAMP - AUDIBLE SPRINKLER 0 OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM 0 NUTONE 9410H, 250W LAMP SEA 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 V CEILING MOUNTED TRACK LIGHT CEILING FIXTURE. SEE 12/D1 Lr SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WILL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO $pg PUSH BUTTON M ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE- RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. Tv TELEVISION JACK Lunt"! WALL UNIT HEATER r W SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. HEAT LAMP, EXHAUST FAN o -I F VTR VENT THROUGH ROOF WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH COMBINATION RECESSED CEILING FIXTURE - 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR THE WATER HEATERS SHALL BE STS PPED AT A POINT WITHIN SMOKE DETECTORS SHALL BE EQUIPPED WITH A BATTERY EQUIVALENT OF 4 SQ. IN. OF NET FREE AREA. $3 THREE WAY SWITCH MIN., 3 SONES, 4" ROUND DUCT. �- WINDOW OUTDOOR Job No.: 12-04 THE UPPER 1/3 AND THE LOWER 113 OF ITS VERTICAL BACK-UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE AIRINE DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/01 FOR DUCT RUNS IN LINED JOIST BAY. SEE 15/01 Sheet No.: ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED $ DIMMER SWITCH ❑ TECH PANEL ® RADON VENT Ml FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN DIM. 50© 1500 CFM MINIMUM FAN �� 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 RE S €I �j MiIhrandt Architects 1000w BBH 25 Central Way, Ste 210 Deck TECH 750W PORT 1000w i Kirkland, Washington 98083 BBH Bedroom BBH P:425:454,71:18 I` 425.&58.1208 ' Wab. www.rnilhrundtatrh.cam wp Dining Master Bedroom _ TECH PORT G�B1 TO LE AUG SD KIRKLAND, AA \ ® 5558 TECH Living UNIT B2 -------- �o ORT Tv '(fY SD - ' 10"x10° Ov GRILLE VENT SFA SD \ IN LINTEL T © m �- 50 ' I PANEL F--I, ++ M. Bath \, I 1000W WALL I j'/' I,. REF T WASri€ DRYE - -� 3 o. 75OW UNIT HEATER / --- --- I i BBN 1 �'; r +ae" on / m UNDERI-CABINET ' Kitchen TECH LIGHTING i oR 1 PORT RADON aa" \ 250W BBH / I 250W z VTR \ A414, 80 VTR ON BBH aa' U o K s EntJ Ew Bath W.LC• '--r uj r, I i i ---- +�4 L-------- r 0 N' V _ +4 0 �� +39, Al1A� 3EEI N --I--- +44' FWA ®� --��44' LINEN +44 \ Q4'r ----__-- i D � � �J +41 I �� WH 0 z Bath -- - - - 80 IN LINTEL REH +a4 SO - o 50OW BBH -- Kti cher DN U--- r.-.- ------ PORTEC" ^� T I \ o +n ELEC PANELI I +42 SFA O " _� of DW +d2 S --- ---- -- ---- - r- ® J _ _ - - _ � I - 1000WWALL W.I.C. I )UNIT HEATER m N N _ I iii z TECH �I' ' l' ' ---- PORT `.�_ UNIT A �I , . I 06 a o N Bedroom � � TECH Living PORT } � � � ■ m u. TECH Dining D Q 1000W BBH PORT I I I 150OW BBH I wP o Deck 11 ALL FANS AND d CLOTHES DRYERS AT THIS LEVET_ VENT THROUGH ROOF UNITS A & B2 UTILITY PLANS 1/4"=1'-0" 2nd FLOOR LEVEL y C O E L ♦ ♦ Q. v o c '_ C ELECTRICAL LEGEND I o o E GENERAL NOTES ENERGY NOTES VENTILATION NOTES DUPLEX RECEPTACLE OUTLET �- DIRECTIONAL IO CTIONAL CEILING � RECESSED GEM CEILING EXHAUST FAN � METER CENTER 4 � 6 u THIS ELECTRICAL PLAN IS THE ARCHITECT'S SUGGESTED DRAIN LINE. THE DRAIN LINE SHALL BE DIRECTED TOWARD SEE ENERGY NOTES ON UNIT FLOOR PLANS AND VENTILATION: SEE NOTES ON COVER SHEET. LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN-BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. DUPLEX RECEPTACLE OUTLET 4" ROUND DUCT. SEE 15/D1 o ELECTRICAL PANEL E 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) /A��+ 4- i- APPROVED BY THE OWNER AND SHALL CONFORM TO THE WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER CEILING MOUNTED LIGHT BBH ELECTRIC BASEBOARD W y- E RECESSED CEILING EXHAUST o 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. M0 DUPLEX RECEPTACLE OUTLET s0 FAN UTONE QT80, 80 CFM, 3 HEATER CL = 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 OT THERMOSTAT N MATERIAL AND SHALL NOT BE GREATER THAN 16 ON 21 BTUH/SF OF HEATED AREA FOR THE DUCTS IN UNHEATED SPACES INCLUDING ATTICS SHALL 0 IC RATED - SEE 12/01 DUCT. SEE 15/01 O Q V HIGHEST OPERABLE PART OF ENVIRONMENTAL AND OTHER SQUARE INCHES IN AREA. PARTYWALLS, CORRIDOR BUILDING AS A WHOLE. BE INSULATED TO A MINIMUM OF R-8. SINGLE RECEPTACLE OUTLET ® SMOKE DETECTOR 36NINCOLS SHALL HES ABOVEBE PER FLOOR. OSSC 1110.3 AND NOT LESS THAN ELECTRICAL AND COMMUNICATIONS WALLS AND BEARING WALLS ARE FIRE-RATED. HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. 208v (R: RANGE, D: DRYER) WALL MOUNTED LIGHT Mw MICROWAVE COMBINATION, 150 CFM, 3" ANGE HOOD WITH BATTERY BACKUP 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 Q JUNCTION BOX SMOOTH DUCT. © CARBON MONOXIDE ALARM O 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 H 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 RECESSED HEAT LAMP - ® O 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 y CEILING MOUNTED TRACK LIGHT CEILING FIXTURE. SEE 12/D1 �r SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WELL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO —� $pa PUSH BUTTON t' M ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE- RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. TV TELEVISION JACK HEAT LAMP, EXHAUST FAN "" WALL UNIT HEATER „ CEILING. / COMBINATION RECESSED CEILING W SPACE, BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF -I F VTR 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. MIN., 3 SONES, 4" ROUND DUCT. 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 $3 THREE WAY SWITCH AIR INLET DIMENSION. THE LOWER STRAP SHALL BE NOT LESS THAN 4" LOW, SHALL BE PERMANENTLY HARD WIRED AND WITHOUT SEE DETAIL 15/D1 FOR DUCT RUNS IN LINED JOIST BAY. SEE 15/D1 Sheet No.: ABOVE ANY CONTROLS. A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED DIM.$ DIMMER SWITCH 150 KITCHEN HOOD EXHAUST FAN ❑ TECH PANEL ® RADON VENT FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN 150 CFM MINIMUM A6 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 ': 95'-4" 45'-6" _ _ 49'-10" 12'-10" 10' 7" 10'-11 �z 11'-2" 11'-2" 0 010_11 10'-7" 12'-10" 4' 4° SW6 SW6 SW6 SW6 SW6 S4 --- ---------------- - SW6 SW6 - ---------------- - S4 SW6 3 1 0l SW6 =' 1 o SW6 SW6 j _. . . ---------- ._. . j SW6 1 3 . . . . . . . . . . . . . . . . I1 I L -I D2 -6Yz COY ---- D2 ---- -- -J STHD14 STHD141: L -------------- - J :ISTHD14 STHD14• L D2 -61/z° - -------------- -- -- -- ------ ---- D2 �p =N 3Yz" CONCRETE =N 1• :I I. I \ 3Yz" CONCRETE I INI I Q n 1 PATIO SLAB I _ . .__. ._ ._.__. . . . . . . =-'_='= -- ----------- - ---------------- ='-='--J - _-=' - --- --= PATIO SLAB J L - 1 I I STHD14 I I - fl r STHD14 1 N 0'-0" H r I I �i 1' S 3y4' 0 -0 1 0 1 j STHD14 STHD14 I rSTHD14 STHD14 I. \ 1 3/4„ m o ° L� I I11 � D2 4" 'ter SW6 I .I I I I ' � I i I �; L� ® D2 "I' 25 Central Way, Ste 210 -- -- - --- -- - 4" SLEEVE FOR RADON g - - -- ---- - - --- I SW6 .1 I GAS TRANSMISSION, TYP. ^ SW6 Kirkland, Wnxhi14g25 98033 I . . . . -J o P:425:454,713q f>445.658,12p8 I I D2 \ I_ \ L_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D- ' H �. -- Wnb.www.milhrundtnrch.tom I HDU2 o I I 21'-9y4 21'-9y4" 1 I o HDU2 1' I I /4" 5, 5, /" 6' 4.. ✓ �I :I B 1 I 6 -4 3'-11y2" 5' S" 6'-03/4 I I 6'-03 3'-111 I B 1 I: - 2 - I � f I I I I f: 1 2 1 ♦ rj 3A" CONC. SLAB __ I rt--_ __t� 1 SW6 r _-_-_-_tom i 3 CONC. SLAB coNDITION r • CONDITION I :I OVER 6 MIL. -- ---'—I - °d _�_—_ I 1 OVER 6 MIL. WI TI ! TQ .LE AUG � WITHOUT l 0 1 •I VAPOR BARRIER \ _ I I I VAPOR BARRIER UTILITY I: I V \ SW6 I UTILITY r- l r-- - I / SW6 M I CLOSETS AND 6° GRAVELJ N I I / // AND 6" GRAVEL KRKLAND, WA I 'N L_ _ CLOSETS I :I 45° I I - I I I I I / 45° o �, 5558 SW6 I I I I � I N I�----- / � 1. I CONC) I :j ---------- J N L - Fl----+1 I I S4 T----fl --J j I ---------� 1' 1 SLAB 42"x42"x12" 11 10 _ 1 I 1 1 10 11 42"x42"x12" 'I -��- -— — 1 ;1 3'-71 9,_51 „ THICKENED SLAB 54 D2 I T- L______ _J I L_-_ --__J I D2 S4 THICKENED SLAB 9'_5)/4 3'-72" I; 0'_0" �. /4 J r f--� r- L------------------- -- 4 4 EW I. I I 1 BOTTOM --- 1 0 1— ---- - — — — r a , BOTTOM --------------- - I - H - -- -------------�fi L--------- -� r--- ----- J i — — - L---- L--- I I I L }--------------------- --- \ 1 r.- ----J L------ --------------------- fr 1 I I _ 1 _ I I _ ti - L_I_J ------ 'I 7 L L_ 13'-O" - L�� I --- - --- _ U 13 0 7 - J 0'-0" 1'-7 I O2 3 SUBSLAB SOIL EXHAUST SYSTEM DUCT SSESD) 7'-5%' j I j 7'-5 4" r � 2'-g3/4» 2'-2" 3 -10",; L7Y2" 2'o" 0 � -- 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 � _\ o WITH "T" FITTING BELOW SLAB -- _ 3 4 I 1 54 - ( o _ -' _ I• 1 of •� �� FOR RADON MITIGATION, TYP. _� __ d / \ _-__�' L_ 1" u 2, 2z„ r-- —1 n 2'-Zy2" 1 ;f I F �. � o - / 1 [13--� --I-- - . . \ ------ - _ / L _ r- -� Ld D2 / \ N 12 - _\ 1 3'-4" 12 / \ 02 \ '\ I; I n \ N -- x (D V SIM. SIM, o z o ' ,_�N 54 ii - _ 54 N --li 0'-0' LL a SW6 Il N - -lN z = 6' 0" 6' 0" SW6 - I I I ---d- - ---------- - ---- .- Fin - � —n . ---- ------ 1===- ---- -� I I B:. .---- --=J ------ ---- --��. .-n .-n-. .- ---- ----- . . . . . . . . . . . . . . . . . . . . . . L—I J I I r— 1� 1 . . . . . . . . . . . . . . . . . . . . . Ili . . . . . . . . . . . .. . . i . . . . . . . . . . . W W o L--- - - t-- N - - - ---- tt- ------ 1 F-- - --- L�----- - r---------h --- —+--i f r------- - tt ---- - , ( r --,N ---t ---- -- . . . . . . . . . . I I I SW6 ^ I 7 4 1 1 1 :II II II 11; I 4 7 I I \ Sw6 FACE - 0- 0'-0' N I D2 0 -0 D2 SW6 0 -0 m 1 .11 11 11 11: 1 0'-0° SW6 1 I D2 0 -0 D2 I 0'-0" 1 4'-1" I 11'-10° SW6 I I L OF - I I I I N N 0" 4 1" m FACE I AT I I ---- -- J, AT I L STUD I I 1 4-0 CONC. FILLED - T n-:-:-: • 4"b CONC. FILLED N OF IDOOR I I :N I I I I DOOR1 I 56 I I STUD STEEL PIPE IN 20y2T I I I I I I p0y2" STEEL PIPE IN 1 I 56 1 I ro o o I I �- -J L-- THICKENED ISLAB ! I I s4 SIM. r " -------- - I I ----- SIM. S4 I - - 1 I \N 12"x xT ____J 12 I I THICKEl2" I2" I I I \ 0'-0" 3%z° SW6 I FIN. HOT. 36" ;�- -- -H: 12 3 �I j 3 . . . . I\ IN. HGT. 36" I I I I CONC. I I I I N D2 d- 'd- D2 'r I; I `� I , I I I 1 I I SLAB I , I I , I I .I , I S4 S4 :I 0'-0" I: I I I I I I L-----i OVER L-----i I I I 0'-0" is ;j 3Yz" CONC. j; I I I I -- I M I I GRAVEL J I 1 1 3Y2° CONC. I w N \ I N I J I L-- I I I 1 N N L--� o I •I SLAB OVER 61• 1 o I I ro I I 1 I I I I o o r SLAB OVER 61• r MIL. VAPOR 1: 1 1 3Yz" CONC. SLAB I I I I I 3/z" CONC. SLAB 1 MIL, VAPOR I: I �- a BARRIER AND N I ro :I BARRIER AND I: I I I w OVER 6' GRAVEL I I I I I OVER 6" GRAVEL °0 I I 1 : o N L - 1 SW6 :1 6" GRAVEL j: I 1 I m IN GARAGES d y2 2 I 1 3'-11%2"I 3'-Oy2" FACE I IN GARAGES a I I :I 6" GRAVEL I. 1 SW6 3'-11 I I D2 I I I — OF I (pill J L-- STUD l I I I ____ 1 N I I I I Z 1 SIM. 12 I I I :I 1 3%z" CONC. 12 SIM. TYPICAL L 7 I J 4'-9" 7 I I S4 I I I I 1 •I S6 " SLAB OVER 6 I' 11 S4 I 4'-9" D2 I I I I 11 I N I MIL. VAPOR I 11 I n I D2 a o 0 i I = D2 I ^ 11 D2 I I I I I 0'_0" I I BARRIER AND 1: I I I I I 1 0'-0" I -- 1 ■� c4 Ij :j� 1 1 6" GRAVEL 3 I I I TYP. ALL o I I 11'-7y4" 1 I 1 1'-31/2" I I I ll'-134 ;1 6'-0" 6'-0" I; -1 /4" 11'-3/ I'-7/q I POSTS J L ' 1 1: M 1 I I 0'-0' I L_-__- ._ 1J_� - _-___J' L L I 10'-0" -41h" I I -4Yz" ^ W SW6 I -4/z" STHD14 I -4/z -4/z 4�/z I I STHD14 SW6 . . . . . . . . . . . ® cl L--------- J L-- --------- -I - --J L -------------- L -------- --- - _J L ---- ---- --- J ® ® Q --- ---- ------ - ---- -------- -------- r-� -1 I- 7-- --, --- --- --- - 4;T ----------- --- ---J Z c LL _-_ _ _ _ _ _____________ ___ ________________ _ __ -_ - _STHD14 _--------------- STHD14 STHD14 I D2 STHD14 SW4 STHD14 STHD14 D12 2 m SW4 72 L d 5 ^ r _-1 S4 m 12 O D2 D2 S4 D2 I I S4 5W4 D2 BUILDING IS SYMMETRICAL r L- S EXCEPT FOR UTILITY am LL - I L--� r -I CLOSETS. OWNER 20 ___________ I L_ �T ' J _— I 20 TYP. S2 -- TYP. SHALL DETERMINE WHICH ''^^ ' L__J L__J S2 SIDE OF EACH BLDG. L__J L__J I �4 SHALL AVE CLOSETS. o 11'-9y4" 0'-11y2" 11'-5y2" 5'-10y4" 5-10y4" 11'-5y2" 10'-11y2" 11'-9y4" o `- II 3'-Oy2" 8'-3" 3'-Oy2 8'-3" -10" -10., 8'-3" 3' Oy^ 8'-3" 3 -Oy2 8'-3" 5'-5;/2" 34'-6" 5'-6 2„ 5'-6Y2" 34'-6" 5'-5y2" 45'-6" 45'-6" 91'-0" 6 -PLEX BUILDING FOUNDATION PLAN 1/4"=1'-0" N = 0E FOUNDATION NOTES (� o AA++ @ o +33° ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE W d Q WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. Q 0 +20" FINISH SLAB ELEVATION VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER 40 FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% �' 'a 0 ••••••••••••••••• FOUNDATION INSULATION MAXIMUM DRY DENSITY. c� V O SPREAD FOOTING TYPE - REFER TO BOTTOM OF ALL FOUNDATIONS SHALL BE 18' MINIMUM BELOW E SCHEDULESHEADJACENT GRADE UNLESS OTHERWISE NOTED. �- swq ANC10RA80L SLL PE - REFER TO 11/53 FOR REFER TO SHEETS S2 & S4 FOR TYPICAL FOUNDATION DETAILS. r Q 0 �— HD # HOLDOWN TYPE - REFER TO SCHEDULE 9/S3 REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR O Q -� LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. 4.0 PROVIDE TIGHTLINE AND RISER BOOT 0 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 0 PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL L BUILDINGS. M SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING, HOLDOWNS ARE SHOWN AT THE END OF SI-IEARWALLS (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.: A7 Sheet Order: A B U F R E S D L DUCTWORK IN g FLOOR FRAMING STHD14 SW6 SW6 STHD14 S4 T T 4 3 STRAP WINDOW __ _ (2) 2r8IHDR(1 D4 S4 F SW6 SW6 SW6 SW6 m STHD14 STHD14 STHDI4 J I U STRAP WINDOW STH014 ( STRAP WINDOW ( 2x HD 1 - __._ (2) 2x8 HDR@2 .-- _ 9 0 6x1 HD PTL Ll - - - -- - - - - - — - - r - - - - - - �- o-L •u, s' HDU2 7 rol co SW6 SW6 54 v N ' rN o I N 2 10 EDG P 4 M l I b P Q n d t 1.STRAP WINDOW - - = =1. = _ — —s4 � C L �I I f S 4x8 HDR 4 .- - ---- LSDTHDB 6x6 1 STHD14 ® OST 4 - - D4 ______� 25 Central Way, Ste 210 iv SW6 r WF:425.4543131) 25.45 Washington 98033 iv Ifirlclan 4 7130 F:425.6583208CIA 8 1 i s4 I i s ww.milhrandtorch.cam _ 2) x8_ IDR.I I 5/a 9 GB F 1@ , m , � D4 - - - - - m SW6 �,', 6 ';i' H LTU - L- _-- -- -- _— _r 2 �� 1= TO LE IAUG -- ----- B� _._ .— HDuz a S4 �_-. KIRKLAND, WA r-- -- 1.r - (2 2x HD , 5Ye 9 GIB FE 16 - - ---- 1 6x6 POS Id �� Sssa �� _ —._- _ -- - r a / - 1 � - F 1 - _ - W PC8 I� �� ----- - - C'S ) 2 R _--- --I -- -- — ir POS CA Yax9 GLB 1 i LSDTHDB � — � � 70 fr ❑ I I I _ r Zcl) N N�I (� , m _ _ — ` _ — __.N ` i [ mII UI — SW6 ; I 1 II STAIR FRAMING`:, , w LSDTHDB (, ` 4x12 STRINGERS �..1 1 �o ¢ 2 _ d �� ; IL -J 0 11 l (,- SW6 �l� ------ - �„ .� -----=I I .� ,=' r- i 1 -. _�-- - -- ---a - ---- O AT WALLS - N U l ) J __ HDR ® — ------ 4x8_HD_ 9- r O u n, / -- -- ( �- --- - - -- -5-- - -- — -- --- -- --- --- r - I ` — IQ o o Lu SW6 ___ - 1 i-- U U = l - ....-�. co h Ix 4x10 I -- - w U2 2 48 FB@w n 0 mN 0 AR FRAMING S4 '0STN .14x12 STRINGERS I Ir-- ----- 4x8 B 7 v , X1 AT WALLS 4 --'-- 4x1 O FB 1 O " x -- r 2 3 21 -�� ----_— 2x10 ® 16" O.C. I wo a a z ) Q _ 3 S 1 ❑ SW6 6 TYP. U.N.O. z 2x10 @ 16" O.C. r w � (TYP.) U.N.O. w� �cr Z t)-- _— 2 2x8_ Ln LSDTHDB SW6 ( w --LSDTHD8 ml 10000 100 y-Ix4x8 FB cvW= N HDU2 2x8 EDGER D4 3 3 ■� N --- 1 -------- 412 HDR 10 412 HDR(f)_ t 4x12 HDR 10 - S4 D4 BUILDING IS SYMMETRICAL 06 I...- _ - ----_-------- -..._ �_ - - - �--------- _. __ EXCEPT FOR UTILITY LSDTHD8 x 1g T STHD1 THD14 STHD1 THD14 10 DG P CLOSETS. OWNER Z SW4 SW4 , I~ SHALL DETERMINE WHICH 1 10- SIDE m 4 SIDE OF EACH BLDG. f - 194x8 HDR- 6x10 F 11 _j-- © , IS4 SHALL HAVE CLOSETS. ❑ _ �I fo x m El C_7 - --- ---- axa PosT Aa N I� _� 3 a ® L' (TYP. OF 16) __ -�- - - ii o 410 FB PTO O W O LL 6 - P LEX BUILDING 1st FLOOR SHEAR AND 2nd FLOOR FRAMING 4-1 o 1/4"=1'-0" BUILDING S�SYMMETRICAL- ABOUT MIDPOINT BEAM SIZING COORDINATION SHEAR WALL NOTES FRAMING NOTES SW# SHEAR WALL TYPE - REFER TO NOTES BELOW. TRUSS SPACING: 24" O.C. - TYPICAL. LEGEND 1 RIITIM IV SHEAR WALL- REFER TO NOTES BELOW. FB FLUSH BEAM VN D7 i O I UNIT HDR HEADER � � I FRAMING MEMBERS, HD# HOEDOWN TYPE — REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES L �' 2' 0" 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL 0 c _ TYPICAL ROOF FRAMING CONSISTS OF 15/32" OSB WITH PLYCLIPS OVER 0 C j SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. r OVERFRAMING /�� Q 16 WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH SEE NOTES TO LEFT V/ D1 OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's \ ATTIC ACCESS PANEL `N In 0 E z s SEE S1 & S2 FOR REQUIREMENTS. -—-—-—-— —-------- - Z "SW' INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER �__y � O C TO SHEARWALL SCHEDULE ON 11/S3 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d@6' OC AT PANEL EDGES AND ♦"+ V E 2 ALL EXTERIOR WALLS ARE SW6, U.N.O. NUMBER OF 2x STUDS GREATERp1OVER SHEARWALLS, AND 12" OC IN FIELD. 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 0HANGER PER. (SHEARWALL EXTENTS). REFER TO 5/S3 & 9/S3 TO AND 1 KING STUD MINIMUM, UNG. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING r ' E STRUCTURAL DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS SUPPORTS BELOW. LI io NOT A PLACEMENT PLAN. THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE O SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED V 0 2 s - ®� -�- " INTERIOR BEARING WALL. TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/S4. z "s SEE 4/S6 FOR TYPICAL WINDOW STRAP DETAIL SEE 13/D7 FOR PENETRATION fA ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE OF THESE WALLS AND FIRE V/ DRIVEWAY I GARAGE SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HCLTV, UNO. RESISTANCE PROTECTION. REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & 52 FOR ADDITIONAL 3 REQUIREMENTS. M SEE ROOF PLANS FOR VENTING. O FLUSH BEAM AT DECK M FOR OVERFRAMING SEE DETAIL 2/83. PROVIDE BLOCKED EDGE 2' x 4' � W = 1'-0" SECTION HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES x AND DETAILS FOR NAILING BLOCKING. Job No.: 12-04 REFER TO SHEETS S3, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. Sheet No.: PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR A8 REQUIRE PROTECTION PER 13/D1. Sheet Order: A B U F R E S D s 20 20 D4 16 6 D4 D4 D4 ------ ,I I - • " ----- I r - � i � � q rl d t . 1 1 I'r 1 Archit °ects ------ --------- ---1 ° —_-- --- ------------------------- --- --- — ------------------- -7----- — — ----- — W -- -- - - -- ------ w 5 Cent alWaWashington ——C 16 I II I � 16 2S Central Wu Sta 210 D4 K 98033. RJ RJ RJ �: RJ P:425.454,7110 F:425,658.1208' z I z ;— -� dturrlr.cam b:www.tni�lrrr I ------------- -----------� ------ 20 N �I� TO LE iAUG � KIRKLAND, WA 5558 BI ' I I -o I 2Bz 5 I'I I D4 ( I s I --I W/D I W/D - 4 J ❑DRYER 15 I 15 DRYER❑ 22'-0 20 j ❑ D4 RADON VENT RADON VENT D4 L] D4 21 LIN. FT. RIDGE VENT 21 LIN. FT. RIDGE VENT 1 z .............................................. RANGE BATH ( 0 1 I 7 0 BATH RANGE ............................................................................................ - ❑ 7 18 18 t\ }................................ . .... ❑ ❑ ❑ -- ........................................................................................... ................................} 1 w j 20 23 LIN. FT. RIDGE VENT D4 I D4 23 LIN. FT. RIDGE VENT 20 I z w RADON VENT .................... ....................................................... .......................................i D4 I � D4 +........................................ . RADON VENT I = v o +........................................ ....................................................... . ........................................... ....................................................... ....................................... 0 1 U 1 I I \ 1 n 1 RJ RJ z j 7 BATH I BATH 7 O IL D4 11 El 1 1 D4 I D4 ❑ : : El : D4 I D4 rN o a 1 ❑ RANGE � RANGE El 6 I DRYER ❑ D4 I D4 D4 ❑ DRYER 6 I a z I D4W/D � W/D I D4 II BATH �..�..�..�F BATHEl❑ �� AREA 1 1 1 UNIT SEPARATION 9 1 I o � �- ( FIRE PARTITIONS D6 p4 1 w D4 IN ATTIC 1 c L6 z E I 2 z I RJ �L�1 lu RJ 5 6 � ❑ 1 1 w - Iwof I ■� 04CD 1 ai D 1 E E I 9 E 11■ ---- -_I 1 a o N ---------- si a 1 i� � � 1 11 I 16 11 RJ I W LL RJ II D4 CLASS C COMPOSITIONL,I 0 --- __- -____ SHINGLES THROUGHOUT 118" N N JI /� m N E E --------- 18 __ �I� a/ = LL 20 II RJ pq 1 11 D4 RJ j 20 W� Q D4 16 II RJ 1 11 RJ 1 D4 D4 D4 IL---------- ------ - ' ' ----- - 1 I - --------T-- - ---- ------- 111 ► T - -I I 111 ------ - T ' N '^ 1 111 BUILDING IS SYMMETRICAL `Y 15 20 EXCEPT FOR UTILITY D4 I " D4 CLOSETS. OWNER c SHALL DETERMINE WHICH �- j -0■1 110- 1 SIDE OF EACH BLDG. g u - - -- ------------ - - -- ---------- - ----------LL-- - - --LI - --------- - -------- - - ------- SHALL HAVE CLOSETS. v N I T 12 D4 EAVES ARE 18" UNO 6D3 BUILDING IS SYMMETRICAL 20 SLOPE IS 6: 12 RAKES ARE 12" UNO ABOUT THIS LINE D3 6-Flex Buildings ATTIC VENTILATION CALCULATIONS �j - P LEX BUILDING ROOF PLAN � Attic Venting Required Birdblock Vented Low Roof Ridge Actual Venting Provided Area Aree04sf 1/ 300 Vent in.) Vent Soffit(SF Jacks Jacks Vent LF) Lower Upper Total ( ) ( 9 d�+ 32 4 20 432 240 672 N B2 1150 1/ 300 552 38 2 53 191 6361 827 0 Area 1 144 1/ 300 69 24 3 58 150 208 L E y V D ROOF LEGEND O E R ROOF JACK 50 SQ.IN. NET FREE AREA 1 c L U <— —> 6: 12 SLOPE INDICATOR E ______ BUILDING OUTLINE m. G E SAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA O Q (� RIDGE VENTING 12 SQ.IN./LF, NET FREE AREA 4 (� — — — — UNIT SEPARATION AT ATTIC N E ~ GUTTER (DOUBLE LINE) 1 DOWNSPOUT LOCATION `O VENTED VINYL SOFFIT 0 5.9 SQ.IN./LF. NET FREE AREA ML EllW �b Job No.: 12-04 Ir Sheet No.: A10 Sheet order: A B U F R E S D w�l r MiIbrandt Architects 25 Central Way, Ste 210 Kirkland, Washlogton 90033" P:425.,454,713Q k 425.658.1209 1Neh:www.milhrandinrch.com A11 A11I TOLE AUG KIRKLAND, WA 5558 (Q Fl T] Ell ❑ - - 3 - - Q ❑ 4 K - W s BUILDING IS SYMMETRICAL REAR ELEVATION 3 EXCEPT FOR UTILITY CLOSETS. 0 - OWNER SHALL DETERMINE 1/8"=V-0" r WHICH SIDE OF EACH BLDG, N SHALL HAVE CLOSETS. o m a 0 u N r o a � N `o a) a N -- .. .. W o N / TOP OF - -- - - - / — 1 / PLATE � -- - � - 06 ❑ __ ❑ — — ❑ ❑ m U)- -- - D4 D1 - Z N N _ _- -- - - - - -- -.. __ 12 A _O D4 i ' D1 MASTER BATH -,MASTER BEDROOM = 2ND FLR. w ® _ - -- r--on, ® ® W � o Q zr D3 - 14 DS D4 m - ❑❑ Him W -= W/ MASTER BATH MASTER BEDROOV- 1ST FLR. - - c 10 SECTION A --� SIDE ELEVATION 5 1/8"=1'-O" WITHOUT UTILITY CLOSETS SIDE ELEVATION 1/8"=1'-0" WITH UTILITY CLOSETS N c B A 0) A11 A71 5/4x4 TRIML Q COMPOSITION , SHINGLE ROOFING U 2C PREFABRICATEDO 20 GUARDRAIL VINYL WINDOW A+ � 2x8 FASCIA �/ > d Q. \ / D4 _ HARDIPLANK LAP SIDING Q O E 20 - 20 � � D4 - D4 - � i �L. 6 1 16 lair i r 5/4x4 CORNER TRIM � . 0 TOP OF l u V PLATE D5 - - -- i { _ - ----- - - TOP OF Q) - PLATE 3 D4 TF - E _ °' � UNIT B2 UNIT AN 2x8 � D4 15 - 2x10 DELLY _ 2ND FLR. \ BEDROOM BATHS �� DINING D3 - -- ®®— BAND - - ®® _ 2ND FL_R. O a V J ❑ --- - - _ _--- r 14 � 14 16zh l 0 - ❑❑� ❑�❑ _ ❑❑❑❑ ❑❑❑ ❑ _ ❑2LJ - _ H[l � � 1ST FUR. BEDROOM /� �� BATH, UNIT B1 GARAGE �� ---- ❑�� LI ❑�U �I ST FLR. O _/ D2 D2 FRONT ELEVATION DW � � SECTION B 1/8"=1'-0" 1/8"=1'-0" U Joh No.: 12-04 Sheet No.: A11 Sheet order: A B U F R E S D z ----------- — — - - ------ ---------- ------ ------------- — - - '-------- --� -------------------1 W2136 W3018 W3936 F F W2436 W3630 1 r-- �� 1T _T I- _'r.. \ \ / GWB OPEN 1 J -7- MICROWAVE W/ q EXHAUST FAN F __ c B �I 12" TOP AT +45" COUNTER & JMI i I b a n d t 1 4" SPLASH GWB GWB REF � A } } REF 25 Central Way, Ste 2.10 1 I i Kirkland, Washington 98033 O DW / RANGE / \ P.425.454.1190 (:425.6%1288 I ;�- -- -- - DWWohF:Www.mi(biaadtarthAd'n i ---------------------------------- - --- -- - --- -_1 B21 B27 B12 -^ F BS36 DB18 B18 KITCHEN PLAN q KITCHEN g KITCHEN C KITCHEN f [3 TO LE AUG ' (KIRKLWA ANDI 5 558 Q -----------------------r OF ----------------------- v ------ I I O H W2136 W3018 W2136 F W3630 ------------------ —-—-—-—-—-- LIGHT BAR -- \\ II i.______________'i i 30x48 CLEAR I I c FLOOR SPACE AT STOVE 0 (1 --,'— OPEN OPEN " �– MICROWAVE W/ – MIRROR 1 30x48 CLEAR ! I _-_ \. EXHAUST FAN / TP 4-6 x 3-0 FLOOR SPACE! I COUNTER & , o _ _ _ I 4" SPLASH AT SINK---- 1 -------------- L COUNTER & _ - --, GWB REF w 8 Q 4° SPLASH I r--1- --------- - J D W W .� 24" TB — -- ---- ---- - DW -------- ----- --- - i • N o ic DB12 B30 DB12 24" LINEN 30x48 CLEAR FLOOR U21 821 B9 BS36 DB12 B3630x48 CLEAR SPACE AT DISHWASHER FLOOR SPACE BATH PLAN BATH KITCHEN PLAN AT REFRIGERATOR KITCHEN KITCHEN KITCHEN a = UNIT A INTERIOR ELEVATIONS MC r 3/8"=1'-0" cli TOWEL I M/ o ,n RING o _O I I D m - r ' I o 0 06 c: TOWEL 03r_ RING / ��V V�\/ V �/ �% �/ �% �✓ �/" \/` �✓' \/ \/ � �/ \/ �/"—\ m II LJ a LIGHT BAR ------ ---- LIGHT BAR -- ---- -- \ o U- U- ---------- ------------------------- - -----� DL / 24 TB I MIRROR ■O ------------ 124" TB MIRROR 5-6 x R 48x56 CLEAR 1 II o 4-0 x 3-0 --+- SURFACE MOUNTED TP FLOOR SPACE 30x48 CLEAR ii AT TOILETCOUNTER & FLOOR SPACE -—COUNTER & t A AT VANITY 11 4" SPLASH !• i i ii I g 4" SPLASH � � 1 TP 30x60 CLEAR FLOOR SPACE AT TUB. ' I _ 10— M — ----_'�`----------- ___ — L------------I PROVGRABIDE VBD12 VC36 36" B30 DB12 B30 F V/ BATH PLAN BATH MASTER BATH PLAN MASTER BATH ._ UNIT B1 INTERIOR ELEVATIONS E U � _ •c d 0 G1 a� 0) o. W3630 W3636 W2136 F F W3936 W3018 W2436 W2436 0 0 E .�.� -- \\ / \ \ / V t o �\ GWB OPEN OPEN ^+ F' MICROWAVE W/ ___/ _ -��- W 0 C A EXHAUST FAN Cm TECH COUNTER & 12" TOP AT +45" E -----, O Q 4" SPLASH GWB CWB U GWB DF. W REF REF = 7 i O O 1 –/---- � n /– –\ RANGE ---\-- DW °n -- MML -- W --_I -------------�_ DB15 B30 F F B27 B24 F BS33 F B15 r, KITCHEN PLAN q KITCHEN g KITCHEN C KITCHENp KITCHEN Job No.: 12-04 UNIT B2 INTERIOR ELEVATIONS �( Sheet No.: 3/8"=1'-0" Al 7 Sheet Order: A B U F R E S D T MC I I x�l D MiIbrandIt 24" TB - - - - - - architects r 25 Central Wcy, Ste 210 _ Kirkland,Washington 98033 TP ! LIGHT BAR - — — P:425.454,7130 F,425.650.1200 Webr www.milbrandtorch.com` 1, MIRROR 24 TB 4-0 MIRROR 0 6-0 x 3-0 24" TB COUNTER H ICK TO LE AUG � COUNTER & � 4" SPLASH C s 4" SPLASH w� D 0 IIRKLAN�Wl 0 �� / 5558 ® °IT MC _—____-—_—_—_—_— VBD12 VC36 B33 DB18 833 F BATH PLAN BATH MASTER BATH PLAN A BATH zh .12 o UNIT B2 INTERIOR ELEVATIONS (CONT.) 3/8"=1'-0" W z a x -a U o J W Z 0 O 0 N cti � L N D � T G O v m N .= r o ; a O N � N o 0 CD ai c O p r MM N W L = LL _ O a 3 0 L 4w CD y r Vl r O °' LCL N V O �c E 4w -w 0 1w V m at t a ; FUTURE GRAB BARS 1 PROVIDE BLOCKING I 4, 71 FOR GRAB BARS I I p A C I I I MiIbrandt . }--30x48 CLEAR FLOOR SPACE _i ALLOWING PARALLEL APPROACH pp" r C h i t e c I} S 25 Central Way, Ste 210 Notes regarding operable items in accessible units. TUB/SHOWER PLAN Kirklood,Washiogton 90033 P:425.45,4,7130 Fs425,653.1209- INeb: www mdbrond�orch,com, 1110.3 Operating controls. Lighting controls, electrical receptacle, plumbing fixtures, environmental controls and user CURTAIN ROD �I controls for security or intercom systems shall comply with this section. Exceptions: CURTAIN ROD TO LE AUG 1. Receptacle outlets serving a dedicated use. 4" MAX. —PROVIDE HAND HELD " FROM FRONT SHOWER SPRAY ON KRKLAND, WA 2. Appliance-mounted controls or switches. EDGE OF TUB 60" LONG FLEXIBLE ,� 5558 3. A single receptacle located above a portion of countertop HOSE PER SECTION 9 x10 BLOCKING—j 71 uninterrupted by a sink Or appliance need not be 2FUTURE VERT. 1109.10.9.4 THIS BAR MUST accessible provided: GRAB BAR NOT OBSTRUCT z FUTURE 24" 18° A IMAM GRAB BAR USE GRAB BARS 2x10 BLOCKING (3.1) At least one receptacle complying with this section is x FUTURE 24" GRAB BAR [12"== 24 2x10 BLOCKING FUTURE 12" -- --- GRAB BARprovided for the portion of countertop; and - -o 2x10 BLocKINc --(3.2) All other receptacles provided for the portion of o - o �- o countertop comply with this section. BATHTUB CONTROLS z MUST BE WITHIN --------——m z = 4. Floor electrical receptacles. M THIS AREA PER SECTION '� n I 1109.10.9.4 > z a — EQ. EQ. v s A SIDE B FRONT C SIDE 4 Parts of the Code referred to above. L 4 TUB/SHOWER COMBO s m Reach Ranges 3/8"=1'-0" oo O V 1109.2.3.5 Forward Reach z 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. m N Where a high forward reach is over an obstruction, the clear r o floor space shall extend beneath the element for a distance N not less than the required reach depth over the obstruction. N o u> 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 C depth shall be 25" maximum. r W N_ 1109.2.3.6 Side Reach = c FUTURE GRAD BAR o `' Where a clear floor space allows a parallel approach to by a N person in a wheelchair, the maximum high side reach allowed _ _ _ _ _ _ PROVIDE BLOCKING shall not be higher than 54 inches. Obstructions no grater than ________ _-_ FOR GRAB BARS 34 inches high and no more than 24 inches deep may be ' , t located in the side reach area provided that when such W obstructions are present the side reach shall not be higher .N L than 46 inches. The minimum low side reach shall not be - a) 2 LL lower than 9 inches. O U o Q 1109.3 Controls and Hardware 48x56 CLEAR FLOOR SPACE L a AT WATER CLOSET I 1109.3.2 Operation. Operable parts shall be operable with �--30x48 CLEAR FLOOR SPACE one hand and shall not require tight grasping, pinching, or ALLOWING PARALLEL APPROACH CENTERED ON SINK twisting of the wrist. The force required to activate operable ( ) ± c parts shall be 5 pounds maximum. VANITY PLAN � d 1109.3.3 Mounting Heights. the highest operable part of environmental and other controls, dispensers, electrical and communication system receptacles on walls and other operable equipment shall be within at least one of the reach INTERIOR ELEVATION NOTES rangers specififed in Section 1109.2, and not less than 36 MIRROR THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES inches above the floor. 2x10 SOLID 200 SOLID AND TOILETS SHALL NOT BE GREATER THAN Ow FINISHED END PANEL 3'-10° BLOCKING BLOCKING 5 POUNDS. x MINE TOP OF COUNTER To SUPPORT COUNTER1254" MIN. > tNET I R RIM OF SINK OR INSTALL BRACE 24" " STRUCTURAL BACKING FOR GRAB BARS SHALL BE INSTALLED w WITHIN CABINET - FUTURE 12" FUTURE IN ALL GROUND FLOOR BATHROOMS. N WHICHEVER IS +� HIGHER CANNOT INTERFERE ' 36" GRAB BAR MAX. 42" GRAB BAR GRAB BARS DO NOT NEED TO BE INSTALLED, BUT IF UNIT M W/ CABINET REMOVAL ___ _�__ _ __ ___ ____ , IS OCCUPIED BY A TENANT WHO REQUESTS GRAB BARS, V/ THEY SHALL BE INSTALLED. GRAB BARS SHALL CONFORM0 CD - — _ ____ ___ -------------- TO THE STRUCTURAL REQUIREMENTS OF OSSC L E N X o i --- M ~ _ o o SECTION 1109.10.11. �. o CABINET = 1 z CABINET o Mo U O G � o m BOX z< F- ~ A+ 0 0 1 ¢ n W > dFIN. E RAISED CL �+ PANELND 30" MIN, TOE KICK PROSH E 15" MIN 18' FINISHED _ 0 CONTROL WALL V (p MAKE SINK CABINET REMOVABLE WITHOUT NEED THIS SIDE r FOR REMOVING OR REPLACING SINK. EXTEND FLOOR COVERING BENEATH CABINET. W - 5 E C r N FRONT FRONT SIDE Q REQUIRED ONLY AT SINGLE BATHROOM U DESIGNED TO PROVIDE ACCESSIBLE FIXTURES N _ (SEE UNIT PLAN & INTERIOR ELEVATIONS) @A3/ANITY SINK 2 WATER CLOSET >, M� 0 r Job No.: 12-04 Sheet No.: { A19 Sheet Order: A B U F R E S D T 2x4 BLOCK BEHIND 4 NOTE: SHEAR DIAPHRAGM SIDING OVER BUILDING TUB NAILING FLANGE D1 The purpose of this detail is to indicate types of locations MAY OCCUR ON EITHER FELT AND SHEATHING. SEE NO SIDING AND FELT FIRECAULK GAP ATTIC of wall, ceiling and floor penetrations that need to be SIDE OF THE WALL OR 5/8" GWS 9/D7 FOR FELT INSTALLATION AT UTILITY SPACES fire-resistance rated in accordance with R3173 of the 2010 ON BOTH SIDES. OVER SHEAR PANELS INSTALL 5/8" TYPE 'X' GWB OSSC. The thick lines in the detail indicate a penetration by 5/8" GWB / BOTH SIDES WHERE INDICATED ------------------------------------ --------- ------- ---------------------------------- BEHIND TUB. non-combustible,vent, etc., whether plastic (combustible) orEXTEFOR SHEARWALL EXTERIOR OSB UNDER I LAE IN/PLACE UL WL1052 WALL WALL ALL AT In genera] these penetrations tionshe i(or the ofn fa space pa efire-raofound J J � 2 2 ed OF GYPCRETE 1 HR WOOD assembly unless it were closed off and protected during a 2 TH MA INS LATI SPECSEAL SERIES FLOOR fire. Partywalls between units are fire-rated walls. Except ,,AA 100 SEALANT. ES 11 for first floor bearing walls, walls within units are not rated M i I b r a n d t CROWN, ANNULUS TYPICAL walls (even though they may have rated wallboard) and n „r r n ' + C therefore penetration of the wallboard need not be t1 I 1/4" TO 1/8' PENETRATION protected. However, penetration of the top and bottom INDICATION DROP EXTERIOR plates of non-rated walls into the rated floor assembly J __ _ 6 _,� � 6 25 Central Way, Ste 210 = PARTY CEILING WALLS needs to be fire-resistance rated. ^� t22. METALLIC WALL The Contractor shall determine the fire-resistance raring for 2x STUDS AT 16" O.C.PIPE each situation, and tested assemblies shall be submitted to TAPE & PAINT GWB TYP. 5 ' GWB OVER 2x6 STUDS AT P:425A54,1130 F:4,25.658A208 the Architect and the City in accordance with the 16" O.C."Deferred Submittals" section on the Cover Sheet. NON-RATED WALL NON-RATED WALL ,o io m BEARING WALLS ON THE FIRST ------ 5 4 PENETRATIONS INTO INTERIOR BUT ACCORDING TO INTERIOR FLOOR OF 6-PLEX BUILDINGS BUT ACCORDING TO NOTE: SLAB ON GRADE BEARING TABLES 721.6, THE 11 14 NEED NOT BE PROTECTED. WALL NON-BEARING ARE REQUIRED TO BE 30 TABLES 721.6, THE GWB VAPOR BARRIER REQUIRED, SEE INSULATION INTERIOR GWB, STUDS AND MINUTE RATED. PENETRATION AND STUDS PROVIDE 50 NOTES ON SHEET D5. PVA WALL PRIMER MAY f D7 D7 WALL OF RATED WALLS MUST BE MINUTES OF PROTECTION BE USED AS VAPOR BARRIER. INSULATION PROVIDE MINUTES OF PROTECTION PROTECTED. SEE 13/01 FROM EACH SIDE. FROM THE INTERIOR. lirTO LE AUG LWALLXTE I WALL KjRKLAN8 WA 17 TUB DETAIL 13 PE!TRATIO�N _LOCATIO�NS FOR FIRESTOPPING IN STACKED FLATSTYPICA INTERIOR E R OR 5558 SECTION No sSECTION 3" = r—o" PLAN 3" = 1'-0" PLAN 1° 'GYPGRETE 2000' OVER 1HOUR FIRE BARRIER 1 HR. LL L514 SYSTEM 13 3/4" PLYWOOD SUBFLOOR OVER SIDING OVER BUILDING Finish Flooring Floor Topping Mixtures - 3 to 7 gal. of water mixed with 80 lbs. 2x10 AT 16 O.C. FELT AND SHEATHING. ACCORDING TO TABLES 721.6, of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be SEE 9/07 FOR FELT THE GWB, INSULATION AND o pp g p g 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 _ r Imo _ REQUIRED 60 MINUTES OF or 1 in. min when used with 15/32 in thick plywood sub-flooring. z PROTECTION. Maxxon Corp.-Type D-C, GC, GC2000, L-R or T-F. - ---- -" ---- -- -------- ------- ------ ------------------------- FOR PENETRATIONS, SEE 13/01 = 2 Vapor Barrier - (Optional) Commercial asphalt saturated felt 0.030 in. thick. y STUDS X11 -.- - "� :-._ -- -_. �.1. Sub-floofing - 15/32 or 19/32 in thick plywood min grade "C-D" Exposure 1 or "C-D" 2 2- 16" OC with exterior glue conforming with PS 1-83 specifications. Face grain of plywood to be perpendicular to joists with joints staggered. - 21 4. Cross Bridging - 1 by 4 in. E Note: When the floor is constructed using the alternate floor systems described above, 0 -- --- -- --- --- --- - 1 by 3 in. cross bridging may be used. T - _�__,._� .. �- 5, Wood Joists - 2 by 10 in. spaced 16 in. OC, firestoppR11 BATT FIREed. ---� - - - �- " '5/8IN U ATI BARRIER ` 6. Furring Channels-Resilient - Formed of 25 MSG galy, steel, spaced 24 in. OC INSULATION TYPE 'X'" GWB perpendicular to joists. Channels overlapped at splices 4 in, and fastened to each %e" GWB OVER 2x joist with 1 1/4 in. long furring channel screw. OVER 1/2" RESILIENT CHANNELS AT 24" OC STUDS AT 16" O.C. 7. Wallboard, Gypsums - 1/2 or 5/8 in. thick, 4 ft wide, installed with long dimension Mr perpendicular to furring channels and the side edges of the board located between joists. NON-RATED WALL o Q Fastened to furring channels with 1 in. long wallboard screws spaced 12 in. OC. BUT ACCORDING TO T o End joints of wallboard (or lath) similarly fastened to additional pieces of furring TABLES 721.6, THE 4e" TYPE 'X' GWB channel to extend a min of 3 in, beyond ends of butt joint. Screw located 3/4 in min INTERIOR GWB AND STUDS EACH SIDE z distance from sides and 1/2 in. min from ends of wallboard (or lath) sheets. PROVIDE 50 MINUTES OF GARAGE SHEAR DIAPHRAGM, WHERE 8. Screw, Furring Channel - Case-hardened steel, 1 1/4 in, long, 0.150 in diam shank, PROTECTION FROM THE OCCURS, SHALL BE PLACED diamond point, Phillips-type head. INTERIOR. 9. Screw, Wallboard - Case-hardened steel, 1 in, long, 0.150 in, diam shank, self-drilling SOUND 60 STC TL 81 -16 BETWEEN STUDS AND GWB 55 IIC IN 81-1 CUSHIONED VINYL and self-tapping, Phillips-type head. N 0. Joint System For Wallboard or Lath, Paper tape embedded in Cementitiaus compound 6 UNINSULATED EXTERIOR WALL 2 GARAGE - TO - UNIT WALL _ r over joints, and exposed screw heads covered with compound, with edges of compound I N feathered out. 3" = 1'-0" PLAN 3" = 1'-0" PLANLh 0 14 TYPICAL FLOOR - 1HR. HORIZONTAL FIRE BARRIER 1 1/2" = 1'-0" SECTION N a; L 3/4" PLYWOOD SUB = o 2x2 NAILING AND FINISH FLOOR o N STRIP 26 GA LINE JOST BAY WITH 5/8" z FUNIT B1 DUCT TYPE 'X GWB FLOOR FRAMING 4 KITCHEN AT 16" OC Ot FAN HOUSING - _,. - STUDS ® m -------------------- ------ --- ---- - - - - z z 15" OC 01 3 Q 1 0 ALL INSTALLED ITEMS WHICH i4 o FIRE 4 4 2 PENETRATE THIS GWB SHALL D7 --- ---r,--- -- -- - BARRIER 1 FIRE BE FIRESTOPPED. z z BARRIER R11 BATT III LI A I GW8 5/8" TYPE 'X' INSULATION a a s 2 T 2 OVER 1/2" RESILIENT CHANNELS AT 24" OC ESACH SIDES a W DUCT GARAGE ONE LAYER Va" TYPE 'X' GWB DOUBLE 2x4 WALL ON SEPARATE Q 1 HR. GA File No. FCi5420 PLATES WITH STUDS AT 16" OC OR... Vs" TYPE 'X' GWB OVER > WALL SHEATHING 5/8' type X gypsum wallboard or veneer base applied at right angles to PROVIDE VERTICAL - ro ro 2 x 10 wood joists 16" a.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 or 19/32" plywood finished floor with long edges T & G and 15/32" interior 10'-0" MAX. OC. LINE JOIST BAY WITH plywood with exterior glue subfloor perpendicular to joists with joints staggered. WALL TYPE CHANGE FIBERGLASS INSUL 5/8" TYPE 'X' GW8 7 FIRMLY ATTACHED. 1 1/2" = 1'-0" PLAN � 4 � •� DUCT PENETRATIONS FLOOR BELOW TUB 31/2" ACOUSTICAL 2 N INSULATION EA. SIDE O N 5 1 1/2" = 1'-0" SECTION 11 1 1/2" = 1'-0" SECTION USE THERMAL BATTS WALL SHEATHING AT GARAGE. L Q W -- EXTERIOR WALL 4 O 0 = INSULATION 14 -s" GWB - c - — RECESSED - f NOTE: CONTINUE WALL i o 0i CAN LIGHT ROOF SHEATHING TO THE TRUSSES z NEAREST CORNER. LONE LAYER §a' TYPE 'X' GWB `N 40 .a 0 3W' FLOOR SHEATHING OR... 5/a" TYPE 'X' GWB OVER }A r U WATERPROOF DECK �? " _ WALL SHEATHING M 0) COVERING OVER z - z E F 3/4" EXT. GRADE PLYWOOD s __ F__ _ +• __ SOUND TESTS 50 STC REQUIRED ATTIC 2 2 TEST NO. STC RATING 0 � INSULATION z, „s - NBC W13c 54 z z OCF448-93-265 56 O Q (/' V -- ---- '° ° - ----- l'-7)/2" 1-Hour GA File No. WP 3370 V) E P.T. FRAMING AS T"' "- " ' � INDICATED _ e e [ 10 r° LINE JOIST BAY WITH 5/8" One layer 5/8" Type X gypsum wallboard applied parallel or at right angles to =i TYPE 'X' GWB Va" GWB each side of double row of 2x4 wood studs 16" o,c. on separate plates 1" C HARDIE SOFFIT 8'-1" PLATE HGT. LEDGER apart with 6d coated nails, 1 7/8" long, 0.0915" shank, 1/4" heads, 7" o.c. O M PROVIDE VENTED SOFFIT AT BOTH ENDS OF JOIST SPAN ='JURITSDICTION TIVE TO BOXING IN THE RECESSED LIGHT FIXTURE Insulation is added for sound attenuation and is allowed by the Fire Resistance L APPROVED" RATED FIXTURE CAN BE USED. Design Manual, General Explanatory Notes, item 10. M A 1-Hour Fire Partition W 16 EXTERIOR FLOOR 12 LIGHTING PENETRATIONS 8 ENTRY PLANT SHELF 4 TYP. PARTY WALL JohNo.: 12-04 1/2" = 1'-0" SECTION 1 1/2" = r-0" SECTION 1 1/2" = l'—o" SECTION 3" = r—o" PLAN µ Sheet D1 Sheol Order: A B U F R E aS D 7 T DIM. PT. SIDING PER ELEV. ---- ��PT PLATE & ANCHOR BOLT W.R.B. SEE 9/D7 FOR RADON MITIGATION NOTES , PER STRUG. --- INSTALLATION INSTRUCTIONS 110 R-15 RIGID INSULATION p� SILL SEALER FIBER CEMENT SIDING. SEE The following construction techniques are intended to resist radon entry and ELEVATIONS FOR TYPE prepare the building for post-construction radon mitigation. See OSSC 2010 4 SIDING OVER WOOD SLAB-ON-GRADE i ""s ; EDGE DRIP SHEATHING \ II Special Amendment Section 1812 Radon Mitigation R-2 and R-3. i ._._._._._._....... _._._._ SLOPE GRADE z f 2 �` - 6 II - ;! CONC. SLAB •I AWAY FROM � II WRAP W.R.B. 12" BEYOND Subfloor Preparation: P.T. PLATE a 1 BUILDING AN {, ,J 2 2 2 24 GAUGE PPM [N► I I 11 r I� ll t li abs. The 1A aun�fo m layerofdeanalasggregatef a one dfh off 4 inches L P FLASHING - - �� -_ ° a CORNER EACH WAY g P Y g; II a a ENTRY SLAB ENTRY SLAB 1 11 it t �i i t e c t s thick. The a y that will pass T aggregate shall consist o. material t WIRDESHI ILL1 ) Ii 1 - II throu h a 2 inch sieve and be retained b a Ya Inch sieve. •1 4" PERFORATED 25 Central Way, Ste 210 Soil-gas-retarder. A minimum 6-mil polyethylene or equivalent flexible J - sheetin material shall be laced on to of the gas-permeable layer I FTG. DRAT & FUER Kirklorrd, Washington 46033 6 6 6 9 p p g P Y - - - n MATERIALNAS RIEQ'D • • ° - P;425.454714t F:4 prior to casting the slab to serve as a soil-gas-retarder by bridging III=III 1 III- n n ll III_„III - -n GRAVEL • ° BY SOILS REPORT z 4 25.656,1206 X -—� ---_ '�— an cracks that develop in the slab and to prevent concrete from 6 tii -I _ __ _ ww.mrlhrandtarGh.cotrf --- Y P P � ITI hI Ilrl IIIIIIIII All-- I I III III.=1I11� —III_III —III- III III= 6 6 MIL. VAPOR � Web w D2 -L i Illi= 1 l- III 11I 11- T I —III 1 5/4x4 EXTERIOR TRIM entering the void spaces in the aggregate base materials. I I � D2 BARRIER I � 5/4x6 ® PANEL SIDING 1. The sheeting shall 2 Thes sections 1 sg f sheeting lapped ped at any 12 incver the entire floor hes. separate 6 ME BARRIERAPOR 1 �- FIBER CEMENT SIDING. - II .,III - a COMPACTED FILL all fit SEE ELEVATIONS �4„ 9 PP FIRM BEARING � FOR TYPE FREE-DRAIN SEE S SHEETS FOR < -=---�� cl&o � penetrations of the material. All punctures or tears in the MATERIAL STRUCTURAL INFORMATION R” SEE STRUCTURAL o material shall be sealed or covered with additional sheeting. k d FOR FOOTING SIZE If TO LE AUG SEALANT Entry Routes: AND REBAR L • Floor Openings around bathtubs, showers, water closets, pipes, wires or KIRK�WATYPICAL CORNER other objects that Penetrate concrete slabs or other floor assemblies TYP. PARTY WALL AT FDN. 5WALL AT 6-PLEX ENTRY �/2r XTERIOR WALL FOOTING5558 shall be filled with a polyurethane caulk or equivalent sealant applied in accordance with the manufacturer's recommendations. 1" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 0" SECTION • All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed with a caulk or sealant. Gaps and joints shall be filled with poluyurethane DIM caulk or other elastomeric sealant. 2 M66 Passive Subslab Depressurization System (basement or slab-on-grade) SUBSLAB SOIL EXHAUST SYSTEM DUCT LSESD) 6 • Subslab soil exhaust system ducts (SSESD) shall run continuous from below 3" DIA. PIPE p the soil-gas-retarder to the termination point. MATERIAL AS APPROVED PER OSSC 1812.3.7.2 GARAGE ; a • SSESD's shall consist of one three or four inch diameter solid pipe or multiple 5 I EXTERIOR pipes providing the same cross-sectional area. NTERIOR D1 NTERIOR 5 AIR-TIGHT SEAL AT ALL PIPE JOINTS 2 s o 4 • All annular openings between the SSESD and floor slabs or soil-gas-retarders D1 CONCRETE w .1 6 shall be sealed airtight. CONC. SLAB a •ll g AIR-TIGHT SEAL AT ANNULAR OPENING SLOPE GRAD- z z GARAGE SLAB E Cf \ -- POLYURETHANE SEALANT > 1 AWAY FROM One SSESD shall be Installed for every 2,000 square feet or portion thereof of a I BUILDING �, N 2 - — 6 1 building broor vided crawl spaceseparatered servSSESed. Subslab areas isolated b In subslab SOIL-GAS-RETARDER n Grade. SSESDss shall not be trapped and shall have a minimum slope of 1L slope. n n Vs. " CONCRETE 6 MIL. POLYETHYLENE v I III I I I ' � • � SLAB-ON-GRADE FILM, LAPPED 12" AND III III III— 1 I 1-1 I I -1 I I I I SEALANT • Subslab aperture. SSESDs shall be embedded vertically Into the sub-slab a FITTED TIGHT AROUND -= —III - 1 - 1 a ° ANY PENETRATING ITEMS. / 11 aggregate or other permeable material prior to casting a slab. A "T" fitting or I I I — •I z _ I 2x2 INSIDE CORNER TRIM equivalent method shall be used to ensure that the SSESD opening remains } i l l SEALANT within the gas permeable material. GAS-PERMEABLE MATERIAL -- - 11=I • v z n - UNIFORM LAYER OF CLEAN COMPACTED FILL I 4" FTG. DRAIN L -- • through Termination. SSESD's shall extend the roof and terminate at least 6 FIBER CEMENT SIDING. SEE6 11 I �1 -li = AGGREGATE SERVING AS CIOI o I ELEVATIONS FOR TYPE orches above the roof and at least 10 feet from any operable openings or D2 I III-III III-lll III III-III 1f=III III III-1f-III= = III:-III=III III-III-1 III Iht llllhll -111=III= Z I /l W.R.B. SEE 9/D7 FOR air intake. 6 MIL. VAPOR l tlllll 1111111 T11. III 111 111-III- :III 1 -_ -III til IiRADON II II r l J I a i- 1f m—_Ili - II INSTALLATION INSTRUCTIONS • identification. All exposed and visible interior SSESD's shall be permanently BARRIER I II III-III= FIRM BEARING til I EII � IIL-III III IL1= ILf II GASES-1 1= '� � � � (� label shall be by means of a tag, stencil or other approved marking which , 11 T' FITTING - SHEATHING identified with at least one label on each floor and in accessible attics. the MATERIA AIN SEE S SHEETS FOR IIIIIIIIIIIIIIIIII III _ , __ SEE STRUCTURAL -� II-III III III- STRUCTURAL INFORMATION ENSURES SSESD REMAINS - --_ states. Radon Reduction System SUFFICIENTLY ANCHORED FOR FOOTING SIZE CT AND REBAR a SUBSLAB SOIL EXHAUST SYSTEM DUCT N 18 TYPICAL INSIDE CORNER INTERIOR WALL FOOTING 6 DETAIL AT SLAB 2 TYP. EXT. GARAGE WALL FTG. o PLAN 1" = 1'-0" SECTION 1" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION CLA-4 THRESHOLD SHALL NOT EXCEED 1/4" IN HEIGHT. d o SUB= N GARAGE = UNIT F.O.S. �r�l UNIT •E 1° MIN. 2 3/z° CONCRETE SLAB `v EXCEPT AT B1 - _ FLASHING ON EXTERIOR ACCESS RAMP UP Di EACH SIDE OF OR GARAGE DOOR THRESHOLD FINISH FLOOR THE DOOR AT 2x4 P.T. SLEEPER FOR AW1 GONG. SLAB FLUSH CONDITION ATTACHMENT d Q z RIGID a 8" CLEARANCE OVER GRAVEL RIGID SILL PAN - SEE DETAIL In TO GRADE = Q —__ INSULATION 5 ON D7, ALL INSULATION EXTERIOR DOORS SLOPE WELDED WELDED — N -'-'-'-'-' WIRE MESH ° '-'-'-' WIRE MESH - - - �ffl F-111-111- I -111 Y 11 LI CONC. ENTRY S II t GRAVEL 1 GRA VEL L - III -III- THICKENED SLAB i1 ill THICKEN SLAB TO a � 6 MIL. VAPOR 1111 . II II Ilf II I 6 MIL. VAPOR AT FLUSH PATIOS 1111; �- BARRIER LAB* a -IE BARRIER AND ENTRIES A MINUMUM OF 2" w I L1 - 6 BELOW GRADE - ll II E III-III 6 I il- ll -IlmlYl�11 SII IIILD�II11 III,II�- III III D2 IIII III_=1' 02 18" BELOW FOR POSTS GRADE ^ II_ I III ;I as III�I (i Ei- COMPACTED < - COMPACTED SEE STRUCTURAL FILL « ENTRY SLAB IS DROPPED - FILL FOR REBAR AND SIZE AT SIM. CONDITION AS SEE STRUCTURAL INDICATED ON FDN. PLAN FOR REBAR AND SIZE 11 WALL AT GARAGE 7 FLUSH DOOR DETAIL 3 THICKENED SLAB EDGE r' = r-o° SECTION 1" = 1'-0" SECTION 1 1/2" = r-o" SECTION N O E L r CONC. SLAB OVER DIM. PT. O •C GRAVEL OVER PAVING - 0 COMPACTED FILLSLOPE AWAY UNIT GARAGE > d Q SLOPE PER FDN. PLAN RIGID INSULATION 0 d E SLAB - SEE � 0 a V 6"n FDN PLAN , x f0 MIK, a IIIIIIIII-�. III IIL-.- L. 1 -I II� IIII -_ E - II IIIIII11' IC O — Q 41 — J WELDED 1_ I �,• V n WIRE MESH III I I— GRA VEL a 7 6 MIL. VAPOR O (2) #4 CONT. ° n pp BARRIER M COMPACTED FILL 0 NON-STRUCTURAL SEE STRUCTURAL ML FOOTING FOR FOOTING SIZE W AND REBAR o 12 GARAGE SLAB AND APRON 4 GARAGE TO UNIT 0 6-PLEX Job No.: 12-04 Sheet No.: 1" = 1'-0" SECTION 1" = 1'-01SECTION D Sheet order: A B U F R E S D S 10C 4 D3 D4 � SIDING i FLASHING AT TOP OF TRIM - - - - - /` 8 \ 10B - 1D3 D3 D3 8x8 POST BENEATH x PER MANUFRAIL M B � ' I (�, r }} �{ x - 15 1x TRIM A C c h I t e G 1` s 25 Centra? Way, Ste 210 P , Kirkland,Washington F;4256S8.12U6 bnN DECK UNIT A V 425.454 Web:www.mllbraadtoreh.cota SPACED DECKING MATCH PATTERN SIDING 15 - - 1 �RI 09 TO LE AUG SPACED DECKING PATTERN 10B 4 D3 �, KIRKLAND,�WA13 D4 � 5558 �o 1 1/2" = V-0" PLAN , O >�' 1 ri SEALANT PER DOOR 10B INSTALLATION —VINYL SLIDING GLASS DOOR D3 INSTRUCTIONS PRE—MANUFACTURED v CONTINUOUS SUPPORT SILL PAN — SEE 16/D7 FOR GUARDRAIL SYSTEM DECK UNIT B2 SIDING BLOCK PER DOOR MFG, INSTALLATION ATTACHMENT PER MANUF. AND D-3 TRIM REQUIREMENTS - SEALANT PER MFR INSTALLATION 13 14 REQUIREMENTS PT DECK D1 5/4 TRIM \\I 1x4 TRIM PROVIDE DRAINAGE SPACE FRAMING 3" 6" SPACED DECKING - 14 v SCHEDULE FINISH z SLOPE - D3 D A - - FLOOR II ® - t r z z 5/4 TRIM -- - \ EDGE OF IISPACED DECKING 1uu� 10C DECK ------ 24 GAGE PPM Q - ___ 18 D3 FLASHING - —2x10 AT EDGE 0 2x8 JOISTS SEE 17/D3 e TO MATCH FRONT z s I BEAM DEPTH 2X1 z 0 DECK LEDGER - SEE P.T. BLOCKING o pO 6 s STRUCTURAL FOR ATTACHMENT \ RAILING ATTACHMENT B D1 SIDING SYSTEMS BLOCKING PER MANUF. o s kWRAPPED P.WEATHER RESISTANT BARRIERDECK UNIT C BEHIND DECK LEDGER. LAP OVER 8x8 POST o z BUILDING PAPER BELOW DECK. WRAP UNDER SILL BEFORE FLASHING 18 DECK AT WALL &4, DECK EDGE 10 DECK DETAILS N o C, a N a 1'-0" SECTION 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" Lh 0 V, N 1 1/8" FLR. SHTG. L EDGE FLASHING OVER BLOCKING SEE STRUCTURAL ` 19 AND 1x4 EDGE SIDE FRONT DETAIL FOR T EAD 1 - D1 STRINGER SIZE , o z 4 AND SPACING BATT 12 UTILITY 3 W 2x8 TRIM INSULATION D4 Q DROP TRIM TO STAPLED TO 8 z o COVER x10 AT 2 BOTTOM OF FRAMING e FRONT OF DECK s TYPICAL 4 z 2 EXTERIOR N 16 N 10 2 LAYERS OF 5/8" GW8 POST �_ _ z�-^ 4 D7 SEE ALSO STAIR PLANS z s LWHEN STRINGERS ARE MORE - __ _ THAN 16" O.C., 1 LAYER OF HARDI SOFFIT z _ s 5/8" GWB WHEN STRINGERS 5/4x4 19 WW -- ARE 16" O.C. OR LESS. CORNER D1 ; 5/8" GWB 15 DECK EDGE (*_1 INTERIOR STAIR DETAIL 7POST AT UTILITY CORNER N1 1/2" = 1'-0" SECTION 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" PLAN _ N � O � L Q. 1x6 WRAP 6x6 POST ABOVE DECK , CENTERED ON 8x8 BENEATH - p 4 GUARDRAIL CENTERED ' SIDING D3 I ON POST wC D 0 E 2'-0' r--"OVERC60 AT POST ++ - EDGE FLASHING FLASHING AROUND -BASE AND SEE 3/D3 V SHEATHING OVER BLOCKING "/ ( _ I METAL AND 1x4 EDGE N FLASHING A+ 40 /4' GAP MIN. 4 4 BLOCKING OVER W 2x8 TRIM W/ RABBIT, `�' DROP TRIM TO POST FOR 6x6 C (0 C HARDI SOFFIT 10° SLOPE COVER 410 AT ABOVE F I FRONT OF DECK 0 Q N N = U 13 z s 1 \ 2x8 TRIM I 16 3 ' D4 D1 --= I 12 I I HARDI SOFFIT 1 D4 1x8 POST WRAP M D1 8x8 POST O V W r5 v� 20 SOFFIT DETAIL 16 UNIT A DECK I uj JobNo.: 12-04 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION Sheet No.: D3 Sheet Order: A B U IF R E .S SIDING SYSTEM _— BUILDING PAPER One layer Ya' TypEX g�U WPb 3rd applied parallel or at right angles to each side of 2x4 1 1-HR UNIT SEPARATION WALL wood studs, turned flatwise, 24" o.c. with 6d coated d SLOPE ; -- D1 UNITTRUSS-PROVIDE nails 1 %" long, 0.0915" shank, Y4" heads, 7" o.c. 1-HR 10' MIN. z - - s ROOF TRUSSES BETWEEN TRUSSES 1 DRAG 4" OC SEPARATION WALL -- __ 14 AT 24" OC ROOF INSULATION D4 1-NR UNIT D1 _ -- -. - - - - - BETWEEN TRUSSES DRAG TRUSS-PROVIDE BELLY BAND z s 12 VERTICALS AT 24" OCi . 4 FLASHING, EXTEND z 2 \ UNDER BLDG. PAPER, TYPICAL FLOOR ,a I a PROVIDE ADD. LAYER BETWEEN UNITS m (� OF BLDG. PAPER S L UNDER TRIMH S L ppI � II((, i } � C } � I S LIU 2x2 TRIM - - - ---- - - - --------- z s -,- -., T ._. TRUSS Kirkland,Washington 98033 4x10 BELLY o o ---- —-—-—-— " z a >2 <4 L I , 8'-2/z A.F.F. 25 Central Wu Ste 710 5/ BAND z s 5/8" GWB J 613 / F:425.454,7130 F:425.6$3.1x88 2x3 WOOD TRIM j - UNIT HARDI SOFFIT D4 CONSTRUCTION z Wah, www.mffhrandtareh.ean VENTED SOFFIT - TYPICAL 8" " z a 2><4 13 1 OUTRIGGER PARTY WALL D4 TYP. ROOF/CLG. 5/4x4 EXTERIOR TRIM D1 NOTE: TO BACK 10 4 TYPICAL 8" CONSTRUCTION C PROVIDE PVA WALL PRIMER AS FACE OF PARTYWALL TYPICAL VAPOR BARRIER ON INSIDE FACE FASCIA D1 EXTERIOR OF GWB. \ D1 Irih�B TO LE AUG - - WALL 'KIRKLA�WA ATTIC SEPARATION WALL ATTIC SEPARATION WALL 5558 ANT EVER FLOOR TYPICAL ROOF/CEILING � o C IL O B 17 r—o" SECTION 13 1 1/2" = r—o" SECTION 5 1 1/2" = 1'-0" SECTION 1 1 1/2° = r—o" SECTION �T�' ov I) COMPOSITION SHINGLES OVER ROOF SHEATHING DRAG TRUSS-PROVIDE PROVIDE A MINIMUM 2 VERTICALS AT 24" OC OF 30" HEADROOM 6 BUG SCREEN ER CLEARANCE z = 4 _ RIDGE 2x BLOCKING BETWEEN 1-HR UNIT w D1 FLOOR BETWEEN CENTERLINE RIDGE VENT, HOLD BACK 1'-0" SEPARATION WALL F j ROOF TRUSS TRUSS ENDS WITH (3) 2° 1 ¢ UNITS OR OVER FROM GABLE END, AND 4'-0" NSULATION bAM DIAMETER VENT HOLES D4 BETWEEN TRUSSES rl I v GARAGE FROM PROPERTY LINE - - 14 0 81-s ®6" OC COMPOSITION SHINGLE R D1 z DIAPHRAGM I, 8'-2/z A.F.F. - EDGE NAILING ROOFING SYSTEM ----- ------ R- Z z ^ z 7a \j" \ ., 6 z z 2 z ROOF TRUSSES S QW LET OUTRIGGER 1 ` zCK ti s INTO WALL I METAL o m 22" x 30" MIN. OPENING I FLASHING x o - a 5/8" GWB AT CEILING 10 i 5/4x4 TRIM SEALANT 1 z \`s I CUTTER z1 � . z < 1Y 1�" - I SIDING SYSTEM / R 13 TYP. ROOF/CTG. _ - _-- ``ria — r 0 o ro 1 I SEE ELVATIONS z a D1 I FOR TYPE 2x8 FASCIA ' D4 CONSTRUCTION z a z} o MINIMUM OPENING 13 WEATHERSTRIPPING TYPICAL 8" FIRE-SAFING o REGARDLESS D4 __ W.R.B. - SEE 9/D7 D1 1 - - / NSUL. FIRESTOP OF ROOF PITCH O SHEATHING PARTY WALL 5/8" GWB CLG. 1x4 FRAME 4 SCREWED TO ¢ TRUSS 1 -6 D1 - IL NON-BEARING BEARING SITUATION04 SITUATION 18 RIDGE VENT �� ATTIC ACCESS �� OUTRIGGER AT UNIT A 6 ATTIC SEPARATION WALL 2 PARTY WALL AT FLOOR 1 1/2" = r—o" SECTION 1 1/2' = 1'-0" SECTION 1 1/2" = 1'-0+ SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-O" SECTION oLO SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD) 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 ,- OPTIONAL Ya" MESH SCREEN 12 COMPOSITION SHINGLES EXTERIOR ED1 _ w UNIT ABOVECAL I MROOF OPTIONAL RAIN CAP 6 OVER ROOF SHEATHING ___-- 0 2x SCREENED VENT BLOCK WALL 0 N o � D'-D" MIN. FROM ANY OPERABLE OPENINGS N OR AIR INTAKE 1-HR UNIT SEPARATION WALL CONST.LOOR METAL RAKE 3%" I I BETWEEN TRUSSES SEE 1/D4 DRAG TRUSS-PROVIDF 14 FLASHING COMPOSITION ROOFING BOOT FLASHING \ OVER ROOF SHEATHING TRUSS — VERTICALS AT 24" OC D7 8'-1A.F.F. ----------- - - - - - - FIN. FL z AIR-TIGHT SEAL AT HARDI 2 Q �° LL LOT RADON °r \ \ ALL PIPE JOINTS SOFFIT MASHING ; SIDING SYSTEM yyALL �\ o Q FASCIA s LABEL VENT PIPE METAL N U ) ROOF TRUSS "RADONREDUCTION SYSTEM" cASEs SUPPORT PIPE WITH PLUMBER ATI BUILDING PAPER N�1 AT LOCATION WHERE °°" 10 �, GUTTER SHEATHING j SIDING OVER "`" u" STRAPPING EVERY 6 FEET / VISIBLE IN ATTIC SHEATHING�� ATTIC _ O s 2 2x6 TOP PLATE -6" 2x8 FASCIA z --- _ Z Y s - 8x8 P.T. POST h z}, z , ` AN ELEC. CIRCUIT, TERMINATED TOP SECTION D4 TYP. ROOF/CLG. N AN APPROVED JUNCTION BOX, �, UNIT 8x8 P.T. POST TYPICAL 8" CONSTRUCTION 1 j U S � J R S SHALL BE INSTALLED IN ATTIC FOR PARTYWALL } D1 - T INSTALLING FUTURE VENT PIPE FAN -.. - 24 GAGE PPM FLASHING 4 SUBSLAB S IL EXHAUST SYSTEM DUCT 2x4 TRIM D1 3-1/2" RAKE DETAIL DETAIL AT ATTIC/ROOF CHAMFER TOP r7 ) ATTIC SEPARTION WALL 3 FLOOR / WALL DETAIL 19 1 1/2" = 1'-0" SECTION 15 1 1/2" = l'—O" SECTION 1 1/2" = l'—O" SECTION 1 1/2" = 1'-0" SECTION 'N 7 77 � 3�� 8 slow TYPICAL ROOF 8 8 4 1 Q. N � COMP. ROOFING OVER ROOFING U 0 C 'C AS INDICATE COMPOSITION SHINGLE UNDERLAYMENT OVER ROOF SHEATHING - CONTIN000S METAL ROOFING SYSTEM UNIT Di UNIFORM SIDING D1 , UNIT d 0) ((j RAKE FLASHING 12 } UNIT AROUND DECK _ W > L a LAP 4" MIN. WITH -- - -------------------------------------------------- 2 ROWS SEALANT 6 o TYPICALI SECTION 1-HR FIRE PARTITION Q E 2x SCREENED VENT BLOCK � I PARTYWALL FLASHWG A7 , � AT ROOF 2 >-a z a DECK PERIMETER 14 OUTRIGGER 1x8 TRIM AT z z z z z z z z 1 D7 10 U UNDERLAYMENT 4 SIDES 16 LAP 1" MIN. DOWN ; ROOF SHEATHING SEE D6 FOR WATERPROOFING 8x8 P.T. POST D1 z s E t FASCIA ; GABLE END T INFORMATION W/ POST BASE DECK SLOPES z r \ -� -' w TRUSS s s s s s s s s MIN Y4" PER FOO 2x8 FASCIA - - --- W R T � - " z y s d 24 GAGE PPM FLASHING ---------- -------rT --_- -- T r-----'- -- ------- TO OUTSIDE EDGE (4) 16d , N z ALL. 5/4x4 TRIM z _ }s 111 I 1 TYPICAL (0.162"x3.5") 0 Q - 2x6 TRIM I ll V _ D1 EXTERIOR © 6° OC - 13 I METAL CHAMFER TOP i= (-- SEALANT D4. FLASHING 1 5 WALL - X \ U) E PROVIDE SEALANT D2 _j WALL SEPARATING PROVIDE a / \ / \ SIDING SYSTEM I 1 - METAL AT BASE BLDG. FELT Q SEE ELEVATIONS I D1 - GUTTER ' EXTERIOR - ENTRIES AT SIM. BETWEEN Z = s FOR TYPE _-__ — — ---- CONDITION M CONCRETE BASE z _ s SHTG AND SEE D7 FOR 2x8 FASCIA 11 TOP AT 0'-0" A.F.F. LEDGER 1 3 � WATERPROOFING ; z s ? 13 I TORMAWCHL8x8DPOSETS 1 _ UNIT 0 INFORMATION 1 I ---____ D4 a z a e SEE 12/D4 PATIO OR D1 ML D1 1'-6" BASE DRIVE - - = W C3 02_no� GABLE RAKE DETAIL16 TYP. ROOF @ EXTERIOR WALL 12 EXTERIOR POST 8 PARTYWALL AT EXTERIOR 4 WALL AT DECK FLOOR Job No.: 12-04 1 1/2" = 1'—O" SECTION 1 1/2" = 1'-O" SECTION 1 1/2" = 1'-0" 1 1/2" = 1'-0" PLAN 1 1/2" = 1'-0" SECTION Sheet No.: D4 Sheet Order: AB U F R E S D SIDING - SEE ELEVATIONS NTERIOR —" EXTERIOR FOR TYPE CEDAR OR PRESSURE fie" GWB SIDING - SEE ELEVATIONS - EE DETAIL 16/D7 FOR TREATED WOOD FOR TYPE WINDOW II W.R.B. (TYP.) INSTALLATION " DOORONAL OVERHEAD K AT SEALANT HING 6 D M SEE SDETAIL 2 2 ttl' SEE STRUCTURAL SEE DETAIL 16/137 FOR HEADER PER FOR HEADER SIZE j I INSTALLATION STRUCTURAL t_- - OF OPENING Ve" GWB SEALANT WINDOW JAMB 1 5/4x10 SPACERS SHEATHING 5/4x10 SPACERS SLOPE EXTERIOR - f-&ASEALRANTOD MiIbran AS NEEDED I i AS NEEDED dt 0 I I z 1 ° MIN. 2 p � � � w t � c I . /4" MIN. GAP ; ' - 6 6 w GWB [FR DETAIL 12/D2 5/4x4 WOOD TRIM - GARAGE SLAB 2 %� 6I / WLEXIBLEITH DME JOINT 7"� G©n� X . \ APRON trot Way, Ste 21 Q —24 GAGE PPM FLASHING 24 GAGE PPM FLASHING FLASHING - - Kirkland, Washfngtoo 98033 - W/ DRIP, SLOPE AWAY FROM 5/4x4 EXTERIOR _ SLOPE DRAIN SCREEN 5/4x TRIM P:425.454.7130 F:425.650.1208 BLDG 4" HIGH ® HEAD, TRIM (TYP.) 1 / Wob: www.mrlbrandtnrch.cam;;;, ---- PROVIDE SEALANT END T' WINDOW FLASHING SYSTEM SHEATHING WEATHER-RESISTIVE DAMS AT EACH END SEALANT �SEALANT AND BACKER ROD - SEE DETAIL 16/D7 O BARRIER BEHIND TRIM WOOD FRAME 5/4x4 EXTERIOR PROVIDE 2x8 BLOCKING PER MFR INSTALLATION W.R.B TYP. INSWINGING TRIM (TYP.) (FOR DRAPERY) EACH SIDE REQUIREMENTS -- JAMB INSUL. SIDING INSTALL PER MFR PROVIDE 2x8 BLOCKING SCHEDULE DOOR SEALANT PER MFR OF HEAD AT ALL LIVING SCHEDULE VINYL - -- - -- _ REQUIREMENTS (FOR DRAPPERY) EACH AUG� INSTALLATION REQUIREMENTS UNIT BEDROOM AND GREAT — SLIDING DOOR _ - __ SIDE OF HEADER AT ALL I TO LE qu ROOM WINDOWS (TYP.) DLIVING UNIT BEDROOM 17 EXTERIOR DOOR HEAD 13 PATIO DOOR HEAD 9 GARAGE DOOR THRESHOLD WINDOWS (TYP.) KIRKLAND, WA SEE DETAILS 16/137 � 5558 � FOR WINDOW INSTALLATION SIDING INSTALL �a PER MFR. REQ. r 3" = 1'-0" SECTION 3" = 1'-0" SECTIONSECTION O DIAGRAMS SEE FRAMING NSUC___ W.R.B. TYP. SEE SILL PLANS FOR IDETAIL 9/137 0 PROVIDE BLOCKING FOR SILL OVERLAP HEADER SIZE TYPICAL EXTERIOR WALL y TRIM AND SIDING PROVIDE BLOCKING FOR D /2 FLASHING 24 GAGE PPM 5/4x4 WOOD TRIM WINDOW FLASHING SYSTEM �1x SILL p WITH 2° MIN, 10° TRIM AND SIDING 2" RIGID 4 o GWB SEE DETAIL 16/137 (TYP.) INSULATION I 1 END DAM -: I 1 SLOPE - I d SEALANT B / 2 2 2 ! 5/4x4 WOOD 2 6 WINDOW 1 TRIM TYP. JAMB il , WINDOW FLASHING -- t 5/4x4 TRIM 4 SYSTEM SEE 16/D7 s _ a FLASHING SYSTEM _ SUL WINDOW SEE DETAIL 16/D7 6 6 (TYP.) ----------- ----_-- r - -- WRAP GWB ® WIND W SIDING SEE ELEV. C B HEAD AND JAMB T P. - FOR TYPE SHIM PER DOOR SIDING INSTALL o SIDING SEE ELEV. INSTALL WINDOW SEALANT FOR TYPE MFRS REQUIREMENTS SEALANT PER MFR MFRS REQUIREMENTS _ REQUIREMENTS 1 WINDOW 100 q" PER MANUFACTURERINSTALLATION SEALANT AND BACKER ROD FLASHING SYSTEM SEALANT PER MFR REQUIREMENTS PER MFR INSTALLATIONBEVELED 2x2 SEALANT BACKER ROD & SEALANTSEE DETAIL 16/D7 (TYP.) INSTALLATION REQUIREMENTS C REQUIREMENTS WINDOW FLASHING SYSTEM A 5/4x4 WOODTRIM 5 4x4 WOOD TRIM MIN. GAP SHOWN SEE SEALANT PER MFR 5/4x4 EXTERIOR SEE DETAIL 16/137 (TYP.) 5/4x4 EXTERIOR TRIM (TYP.) / INSTALLATION TRIM (TYP. JAMB INSTRUCTIONS p REQUIREMENTS ) REPRESENTATIVE ELEVATION HEAD � N 18 EXTERIOR DOOR JAMB14 SLIDING PATIO DOOR JAMB 6 WINDOW DETAILS N SECTION 3" = 1'-0" SECTION LA 3" = 1'-0" o INSULATION AND ENERGY NOTES HEADER PER FIBER CEMENT LAP SIDING SYSTEM STRUCTURAL EXTERIOR 11811 _ Cd DowLAP W.R.B. OVER 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 FOR TYPE manufacturer's instructions to achieve proper densities, and maintain unheated area shall be weatherstrlpped to limit leakage around their METAL FLASHING _ 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 16/D7 FOR INSTALLATION surface being Insulated is required insofar as raclicable. differential pressure of 1.57 sf, leakage shall be limited to 0.37 cfm/sf SEE ELEVATIONS FOR - ■ " g ' q p p p g ALIGNMENT OF BELLY BAND insulation shall be installed with clearances of door area. SHEATHING Where required, I - � according to manufacturer's specifications. Insulation shall be installed The thermal transfer characteristics of insulated doors shall be 24 GAGE PPM FLASHING QW/ DRIP, SLOPE AWAY FROM so that required ventilation is unobstructed. For blown or poured loose determined per NFRC 100-2001. GALVANIZED METAL 'Z' FLASHING, PAINT TO - BLDG 4" HIGH ® HEAD, fill insulation clearances shall be maintained through installation of a Q 3 Q MATCH TRIM PROVIDE SEALANT END permanent retainer. ��1C�OW8 TOP 01 % I DAMS AT EACH END Glazing U-values shall be determined in accordance with NFRC FLASHING 2x2 TRIM __ o � on Grafi 100-2001. Using ASTM E283.91 at a differential pressure of 1.57 psf, 10° MIN. i 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. 5/4x4 EXTERIOR 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 5/4x10 BELLY BAND RABBIT TRIM (TYP.) horizontally beneath the slab for minimum total distance of 24'. U-values indicated on the unit plans. SEE ELEVATIONS Windows shall be furnished with outdoor air inlets as indicated on INSTALL W.R.B. UNDER the Unit Utilityplans. Inlets shall have a controllable and secure BELLY BAND (PRE-FLASH), w / IE SEALANT FlkwJbtoc in�suation 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 four (4) square inches and tested b a national) reco nized standard PRE-FLASH -,-- � 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 ------ SECTIONSL OVERHEAD DOOR center. screened or otherwise protected from entry by insects, leaves, or SEE DETAIL 9/D7 FOR TRACK ® SIDES OF OPENING Floors separating conditioned space from unconditioned space other material. W.R.B. INSTALLATION hall have a vapor barrier Installed. Vapor barrier shall be installed on 19 GARAGE DOOR HEAD the warm side of the insulation. The vapor barrier shall have a one Roof/Cekvs 3 BELLY BANDS I dry cup rating or less (e.g. four mil. polyethylene or kraft faced Roof/Ceiling insulation: Open-Blown or poured loose fill insulation ■� 3" = 1'-0" SECTION material). The floor sheathing may be used as the vapor barrier if may be used in attic spaces where the slope of the ceiling is more 1 1/2" = 1'-0" SECTION N rated (and so stamped) at one erm (max.) Otherwise lace vapor a P P P P than 4 in 12 and there is at least 44 inches of clear distance from a barrier on top of joists before placing sheathing. the top of the bottom chord of the truss or ceiling joist to the O d DOOR SIZE underside of the sheathing. When eave vents are installed, baffling of SHEATHING SHEATHING E N �'e" TYPE 'X' GWB WerIOF WC18 the vent openings shall be provided so as to deflect the incoming air MOISTURE BARRIER MOISTURE BARRIER PROVIDE All wall insulation shall fill the entire cavity. Exterior wall cavities above the surface of the insulation. Baffles shall be rigid material, SIDING SYSTEM SIDING SYSTEM L 0 CAP FLASHING W/WEEP GAP CAP FLASHING W/WEEP GAP U O = _ BLOCKING FOR - - isolated during framing shall be fully insulated to the levels of the resistant to wind driven moisture. When feasible, the baffles shall be MIN. Y8" BETWEEN FLASHING MIN. Ys" BETWEEN FLASHING 4) C (� TRIM AND SIDING surrounding walls. All faced insulation shall be face stapled to avoid installed from the top of the outside of the exterior wall, extending AND BOTTOM OF SIDING 1 FRAMING AND BOTTOM OF SIDING a FRAMING - compression. inward, to a point six inches vertically above the height of MANUFACTURED STONE - MANUFACTURED STONE W 0 E -y T Walls separating conditioned space from unconditioned space noncompressed insulation, and twelve inches vertical) above loose fill ;ry ; INSULATION WHERE VENEER WATERTABLE ;; %%r; INSULATION WHERE p g P p p Y VENEER WATERTABLE /iii„ APPROPRIATE APPROPRIATE shall have a 1 perm max, vapor barrier installed. Faced batt insulation insulation. Baffles shall be in place at the time of framing inspection. DIMENSION POINT ___—_—_ 'i 'i% DIMENSION POINT _—_—_—_ % "%%' ■1■■� C 0 2 2 2 shall be face stapled, Vapor barrier shall be installed on the warm In roof/deilin s without an attics ace above such as round floor } - OVERHEAD DOOR P P g P g T METAL BRACKET, HOLDING r;;7 - METAL BRACKET, HOLDING V SYSTEM side of the Insulation. entries to 2nd floor units, approved vapor barrier having a 0.5-perm CAPACITY 5 LBS/LF OR MIN 22 %%; - CAPACITY 5 LBS/LF OR MIN 22 %%% ' cup rating or less shall be installed on the warm side of the insulation. GAGE METAL SUPPORT GAGE METAL SUPPORTI- AF L9dcg9 The vapor barrier need not be an integral part of the insulation W.R.B. OVER SHEATHING, UNDER W.R.B. OVER SHEATHING, E FLASHING SYSTEM These air leakage notes apply to those locations separating material. In the ceiling, flanges shall be lapped at framing members. SIDING, TRIM AND SIMULATED STONE. / ANCHOR BOLT - UNDER SIDING, TRIM ;;i% ANCHOR BOLT - LATH i' SEE STRUCTURAL AND SIMULATED STONE. , - SEE STR TUR .,_ 6 6 6 SEE DETAIL 16/D7 outdoor ambient conditions from interior spaces that are heated or _ UC AL 0 N - 2x6 P.T. (TYP.) " 2x6 P.T. (TYP.) Q (TYP.) mechanically cooled. Reoessed Ughfing FiXf es MORTAR SETTING BED _ u LATH ;;i U ' -- ' SILL SEAL " SILL SEAL F - --- 1 _ _ MORTAR SETTING BED , ---- ----- 2X TRIM Exterior joints around windows and door frames, between wall Recessed lighting fixtures installed within the building envelope shall MORTAR „ !A MANUFACTURED STONE VENEER iii' MANUFACTURED STONE VENEER i%, I _ v/ .7 cavities and window or door frames, between walls and foundation, meet of of the following requirements: z,.- �_ _FDN_HT. MORTAR '%" :1 s FDN_HT_ SIDING SEE ELEV. LAP BUILDING PAPER OVER ; between walls and roof, between wall panels, at penetrations of utility 1. Type IC rated, manufactured with no penetrations between the " ' I PER FDN. PLAN LAP BUILDING PAPER OVER ;i114PER FDN. PLAN D FOR TYPE, INSTALL PER NON-COROSSIVE WEEP SCREED r;,, G 1 services through walls, floors and roofs, and all other openings in the inside of the recessed fixture and ceiling cavity, and the annular space NON-COROSSIVE WEEP SCREED ;,' - MFR REQUIREMENTS , M building envelope shall be sealed, caulked, gasketed, or between the ceiling cutout and lighting fixture shall be sealed. 1 v4" GAP MIN. ;; 1 ` 0 FLASHING SYSTEM SEALANT PER MFR weatherstripped to limit air leakage in a manner approved by the 2. Type IC rated in accordance with ASTM E283 wit no more than V "% I SEE DETAIL 16/137 (TYP.) INSTALLATION SLOPE L REQUIREMENTS M SEALANT PER MFR P P W EXTERIOR 5 4x4 EXTERIOR g at 1.57 sl pressure difference and shall be labeled and the annular Y PAVING building official. 2.0 cfm air movement from the condi ione s ace o e cerin cave FINISHED GRA INSTALLATION TRIM TYP. X96 space between the ceiling cutout and the lighting fixture shall be „ I_I I I II II I II II I II I I a REQUIREMENTS (TYP.) Sealed. O STONE BASE DETAILS J s Fireplaces are an electric appliance.* G�ARAGE DOOR JAMB 3 Type IC rated installed inside a sealed box constructed from a /� STONE VENEER AT GRADE 1 1 2" = 1'-0" B STONE VENEER AT PAVING JobNo.: 12-04 minimum 1/2" gypsum wall board or constructed from a performed polymeric vapor barrier, or other air-tight assembly manufactured for 4 / 1 Sheel No.: SECTION this purpose. D5 Sheet order: A B U F R E S D T 26 GAUGE PRE-PAINTED //VMS" GALVANIZED METAL VALLEY FLASHING WITH 8" LAP WHERE SPECIFIED 1" "V" CRIMP (2" IF GREATER THAN 6: 12 SLOPE) WALL SELF ADHESIVE ICE ' AND WATER BARRIER ( \ WALL ;; Q0 BEHIND PANEL OF W.R.B. BEH ND STEP FLASHING, UNDER FLASHING DRIP EDGE ROOF SHEATHING AND FLASHING ROOF FRAM'G AS SHOWN OVER PAPER I Q OVERLAP ___-- OVERLAP FLASHING 6 ' _- �T � ROOF , _- - FLASHING 6" � ; � ��.,, - --- OVERLAP PAPER 2" - N, C C h I I e C t S -LEOVERLAP _ \ I W SCIA 5 Central Way, Ste 210 / BETWEEVE N FA GAP STARTER COURSE — PAPER 12" _�— % j AND WALL Krrklmt,d, Washington 45033 (INVERTED SHINGLE) - ' �� VJ�irSgww.mrOlbrq2S,658.12QB / ndtarch.r. rom 6" END LAP OVER o n 6 W FOURTH COURSE \ _ :.;` - VALLEY FLASHING FASCIA (FULL SHINGLE) LOCATE THE UPPER SHINGLESf -` 5" FROM THE CENTER LINE OF � THIRD COURSE _ THE VALLEY FLASHING ON (CUT OFF 11%a") DRIP EDGE EACH SIDE. THE LOWER ENDS ' FLASHING TO LE AUG SHOULD DIVERGE FROM EACH SECOND COURSE FIRST COURSE STARTER COURSE OTHER 1/8" PER FOOT. KIR 5558 WA (CUT OFF 5!Y8") OVERHANG (FULL SHINGLE) (INVERTED SHINGLE) j ROOF TO WALL 5558 � SHINGLE 5/8" NO SCALE �� t �� ROOF AND VALLEY INSTALLATION NO SCALE SIDING - HOLD UP FROM ROOF II E PER SIDING MANUF. - l l 1 ll w ill o � W.R.B. OVER FLASHING LEG l;` l ? i METAL STEP-FLASHING 3 0 WITH HEMMED-EDGE UP l Il ROOFING OVER z ROOF UNDERLAYMENT N CARRY ROOF UNDERLAYMENT 9" MIN, UP WALL ROOF SHEATHING �-- FACE OF WALL o SHEATHING o > a 0 O V Z `J m N ROOF SIDEWALL a 2 0 � 3" = 1'-0" SECTION 6„ l l IA c EXTEND ROOF UNDERLAYMENT VI � r• UP THE SIDE OF THE WALL N I ( j A MINIMUM OF 8" R SIDING - SEE EXTERIOR ELEVAITONS rn LI W.R.B. LAYER OVER WALL-TO-ROOF FLASHING a l WALL-TO-ROOF PPM FLASHING m Q 1 DECKING PER d 3 TO MATCH ROOFING. SIZE AS DETAIL 16/D1 .,,i AI,, N 6' SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER I . y� HEMMED EDGE STEP 2 COMP. SHINGLE ROOFING STEAPPPY TIN SHINGLE APPLY 1-PIECE OVER ROOF UNDERLAYMENT W AT BEAM/WALL - SOLDERED CORNER FLASHING INTERSECTION -i` OVER PLYWOOD DECKING, Q 2X BLOCLING AND 2X TRIM, > SET IN SEALANT. PT BEAM PER = 2X BLOCKING STRUCTURAL 2X8 TRIM STEP 4 APPLY 6„ FLO FLASHING AOVEREDGEK AND CORNER FLASHING, ROOF TO WALL SET IN SEALANT. 3 ■� 3" = 1'-0" .N C O CL ♦ ♦ C 0 C SIDING �W/�rr > 0) i Q. W.R.B. 00 ,a_,2 BUILDING ENCLOSURE NOTES ♦-+ .� .� 0 r WALL-TO-DECK ' V FLASHING THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE m DECKING PER DECKING PER GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURER'S `v DETAIL 16/D1 DETAIL 16/D1 _j WATERPROOF DECK SURFACE E L INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, A+ I- �� z COVE-UP WALL 5" NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. W w / \_ SLOPE 1/4:12 0 EXAMPLE PRODUCT LIST: _ _ �' N ' STEP 3 EXTERIOR DECK SHTG. ITEM OR MATERIAL MANUF. PRODUCT SHEATHING - WEATHER-RESISTIVE BARRIER FORTIRBER_ SUPER JUMBO TEX_ 60 M-IN Q V APPLY DECK EDGE DECK FLEXIBLE FLASHING ORNER FLFORTIFIBER__ MOISTOP PF !A FLASHING OVER 1X EDGE FRAMING SELF ADHERING MEMBRANE _ FORTIFIBER MOISTOP E_ZSEAL W TRIM OVER CORNER FLASHING, WINDOW CASHING FORTIFIBERCO - MOISTOP RNER SHIELD SET IN SEALANT. DECK LEDGER SEALANT* _ _FORTIFIBER MOISTOP SEALANT G WATERPROOF MEMBRANE TREMCO PARASEAL HDPE/BENTONITE) (h DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN 1X EDGE TRIM, CHAMFERED 1X EDGE TRIM. CHAMFERED _ - O 2X BLOCKING, CHAMFERED 2X BLOCKING, CHAMFERED W.R.B. TO BE CONTINUOUS THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES L BEHIND LEDGER REPRESENT WELL-ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE c, WWM 2X8 TRIM 2X8 TRIM PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR W.R.B. PRODUCT SELECTION. 16 DECK EDGE & CORNERFLASHING8 DECK AT EXT. WALL * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION 1obNo.: 12-04 DESCRIBED BY THE DETAIL DRAWING AND SHALL BE COMPATIBLE WITH ALL 'i Sheet No.: 1-1/2 -1/2" = 1'-O" MATERIALS WHICH IT IS ADHERING TO AND MAKING CONTACT WITH. D6 Sheet Order: A B U F R E .S B r WEATHE -RES „ W.R.B s^ BARR ERR TYP.ISTIVE /a GAP PER / MANUFACTURER M� REQUIREMENTS �” EXTERIOR SHEATHING GALV. ROOFING / TIN SHINGLE BEHIND LAP SIDING NAILS AT LOCATIONS \\♦ LAP SIDING LAP UNDER INDICATED - . ONE PIECE GALVANIZED LAP BUILDING PAPER SHINGLE STYLE OVER FLASHING AND DOOR PAN DECK COATING. DECK TO 4 ONE PIECE GALV. " WALL FLASHING DO NOT SEAL GAP DOOR PAN. DO NOT INSTALL CONTINUOUS BEAD PIERCE FLASHING OF CAULK TO DOOR PAN PRIOR TO SETTING DOOR. b } LAP SIDING INSTALL CONTINUOUS BEAD 6` ,I "� C Q p W.R.B. SEE DETAIL 9 D7 % OF SEALANT TO DOOR SILL Mlk - _, I] / � 4 / PRIOR TO SETTING PAN r'� �" OVERT AT j �� 6 OINTS �� \ ��/ 2a5 Central Way,, Ste 210 Z i �� OVERLAP .HORZ. , Kirkland,Washington 48038 _ JOINTS BY 3 �, �� P 42S4S�d138 F:4125,650,1208 �✓ LAP DOOR PAN Web www mdbrendtarth.tam CONCRETE ( � _ - OVER DECK TO SLAB \SLOPE PAN y; WALL FLASHING. OUT rSTARTH FULL STRIP AT BOTTOM. v �l ATTACH PER. MANUFACTURERS SPECS. NOTE: DOOR PAN OVERLAP SUCCEEDING COURSES BY INSTALLATION METHOD BEHIND SLAB 3", PER MANUF. RECOMMENDATION. SHOWN FOR 2-PLY SUPER JUMBO TEX STEP I STEP 2 I TO LE AUG � WEATHER-RESISTIVE BARRIER. 17 SIDING BUTT JOINT 13 FLUSH DOOR AT SLAB 9 W.R.B. INSTALLATION 5 DOOR / DECK FLASHING J�4�/GRKL558' wA�o NO SCALE NO SCALE 1-1/2" = 1'-0" IN SCALE w d BELLY-BAND OR BLOCK �� a FLASHING � � d 0 i y v m V 0 a STEP 1: STEP 2: s 8 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 a b \ BELLY-BAND OR AND DOWN OVER VENT. y� BLOCK (SIM.) SEALANT D OF 2 VENT AT BELLY-BAND/BLOCK a fig„ NO i " I I I SCALE � g" '' PLACE PRE-PRIMED WOOD BLOCK OVER 9" o _y BUILDING PAPER, EXTEND PAPER C-4 6p'6" BEYOND BLOCK ON ALL SIDES. 1� 10° o N INSTALL ENAMELED STEEL, DRIP FLASHING OVER ALL WOOD BLOCKS STEP 1 — BEFORE WINDOW INSTALLATION: STEP 2: STEP 3: STEP 4: STEP 5: APPLY 9-INCH WIDE STRIP OF MOISTOP PF APPLY Ya" BEAD OF SEALANT TO APPLY 9-INCH WIDE STRIP OF APPLY A 9-INCH WIDE STRIP (N.T.S.) APPLY Me" BEAD OF SEALANT TO THE RUN CONT. BEAD OF V 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 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 B-INCHES LOOSE TO ALLOW WEATHER-RESISTIVE BARRIER FASTENERS AS SEEN ABOVE. DOWN OVER CORNER SHIELD AND SILL ABOVE AND 9-INCHES BELOW s" 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 u) SIDES OF OPENING. FASTEN BOTTOM OF JAMB FLASHING. SIDES OF BLOCK d W r BLOCKING SIZE AS REQ'D. > Y4 TUCK BUILDING PAPER UP UNDER PAPER PLACED g -_ UNDER WOOD BLOCK. EXTERIOR MOUNTING BLOCK SCALE_ 0 L fl. d \ b / _ > Q a e _, BUILDING ENCLOSURE NOTES o ° o \' 8 Q 9 THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE W ;uU \ \ GUIDANCE WITH INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURER'S \Y Lm -c s INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, 1— ++ 9 A+ 4- -. \�'��_ ' NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. W � EXAMPLE PRODUCT_ UST - - - - _ Q «>'+ co ITEM OR MATERIAL MANUF. PRODUCT O ++ WEATHER-RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX_60 MIN V STEP 6: 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 MEMBRANE FORTIFIBER_ MOISTOP C Z SEAL - th '� TO WINDOW MANUFACTURER'S 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 ,H / DPE BENTONITE) 3 M _ - AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. LIKE SILL FLASHING (STEP 1), DO NOT DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN FASTEN BOTTOM OF JAMB FLASHING. SLIDE W.R.B. UNDER FLEXIBLE FLASHING AT SILL. - - - LAP W.R.B. PANEL (FROM PREVIOUS STEP) OVER DRIP FLASHING. THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES L 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 u W 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 W CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. PRODUCT SELECTION. J 16 WINDOW INSTALLATION PROCEDURE * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION o JobNo.: 12-04 ND SHALL BE COMPATIBLE WITH ALL � Sheet No.: EPCESAND MAKING CONTACT WITH. if I D7 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 z 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 FOR 3. CONCRETE FOR FOOTINGS AND SLABS-ON-GRADE SHALL CONFORM TO A 28-DAY STRENGTH OF f'c = F. CARPENTRY 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; 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BEZ w RULES FOR WEST COAST LUMBER, 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 PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 1. FRAMING LUMBER SHALL , GRADED AND MARKED LATEST EDITION. FURNISH CONFORMANCE WITH TO THE FOLLOWING MINIMUWCLIM STANDARDS: c STANDARD GRADING w C DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL CONTRACTOR PRIOR TO REVIEW BY ENGINEER.ECT NIMU DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. MIN. BASIC W w D GS E THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A 12. PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON MEMBER SIZE SPECIES GRADE DESIGN STRESS 0 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 0f 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 LLI Ur THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER U INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR 4x DOUG.FIR DF#2 Fb = 850 PSI 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 318, 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 SECTION 5.3. BEAMS AND STRINGERS: 6x AND DOUG.FIR DF#1 Fb = 1350 PSI w COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. PARAGRAPH "F.3" OF THESE NOTES. LARGER = 0 ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE � 0 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, B. DESIGN CRITERIA PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING POSTS AND TIMBERS: 6x6, 6x8 DOUG.FIR DF#1 Fc = 1000 PSI I- ~ w TO OSSC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE Fb = 1200 PSI Q `Z TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE INTERNATIONAL BUILDING CODE. Q BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, CODE SPECIFIED LATERAL LOADS, AND MAXIMUM 1. DESIGN LOADS U' 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 I-- PRIOR REVIEW BY THE STRUCTURAL ENGINEER. WALLS AND BEARING ~ 0 OWNER, THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ROOF DEAD LOAD 15 PSF Q Ilry 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 WALLS: � O 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. U STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE STAIR AND CORRIDOR LIVE LOAD 100 PSF STUDS, PLATES, & DOUG.FIR DF#2 Fb = 850 PSI Z _ DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE PARTITION LOADING 10 PSF MISC. LIGHT FRAMING: Q STATE OF OREGON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH MECHANICAL UNITS Weights furnished by manufacturer 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT O U 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) - WIND (IBC SIMPLIFIED) 95 MPH, EXPOSURE "B", Iw=1.0 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING 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 EARTHQUAKE (ASCE) SOIL CLASS D WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON 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 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 Q SEISMIC DESIGN CATEGORY D SHALL BE PLAIN WIRE. 2. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. 347 S1 971g, = 0. 8 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT Ss =0. REQUESTS FOR APPROVAL AS EQUAL WILL REQUIRE SUBMITTAL OF NER "NATIONAL EVALUATION REPORTS" SPECIFICALLY INDICATED, BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF Sds=U.72g, Sdl.41 = 0.408 WELDED WIRE FABRIC: ASTM A82 AND ASTM A185, SPLICE WITH AT LEAST ONE FULL MESH. PLACE AT EQUIVALENT TO NER-126, NER 292 FOR PARALLEL STRAND LUMBER PSL , OR NER-481 FOR LAMINATED STRAND LATITUDE: : -1 MID-DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. ( ) CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE LONGITUDE: -122.750 LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: STRUCTURAL ENGINEER. 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" ............. 2000 PSF 315-02. LAP ALL CONTINUOUS REINFORCEMENT PER NOTE D.6. PROVIDE CORNER BARS AT ALL WALL LSL - Fb = 2,250; Fv = 400 PSI; E = 1,500,000 PSI SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND INTERSECTIONS. LAP CORNER BARS PER NOTE D.6. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. LATERAL EARTH PRESSURE** ................ 35 PCF OF 8" AT SIDES AND ENDS. 3. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN **SOILS INFORMATION ASSUMED. ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS 9. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY CONSTRUCTION," ANSI/TPI 1-2002" BY TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER OSSC SECTION 109.3. 2. LATERAL RESISTANCE SYSTEM: WOOD SHEAR WALLS AND WOOD DIAPHRAGMS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PIANS. MINIMUM LOADING SHALL BE AS FOLLOWS: 10. SPECIAL INSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY DESIGNATED BY THE 6. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED C. FOUNDATION TOP CHORD LIVE LOAD 25 PSF (SNOW) ARCHITECT AND APPROVED BY THE OWNER. OTHERWISE: TOP CHORD DEAD LOAD 10 PSF PROFex 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION BOTTOM CHORD DEAD LOAD 5 PSF �G I N EF o 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. - ( 1 BAR - 54 BAR DIA.) TOTAL LOAD 40 PSF 75057P 1704.1.2. WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION DEVELOPMENT LENGTH - TENSION, top bar* 64 BAR DIAM. - (#1111 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 oxo OREGON o��o 10.1 WOOD CONSTRUCTION: 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.) �g9TFMBER1Ati�� PER OSSC SECTION 1707.3, SPECIAL INSPECTION IS REQUIRED OF FRAMING ANCHORS, HOLDOWNS, BOLTED OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% ADDITIONAL LIVE LOAD CASES SHALL BE ANALYZED FOR UNBALANCED SNOW LOADS & SNOW DRIFTS PER ASCE 7-2005, SECTION 7. SCOT ' * T OR NAILED CONNECTIONS, SHEAR WALL NAILING, FLOOR AND ROOF NAILING LOAD-BEARING CANTILEVERS, MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAREXPIRATION DATE: 12 . -31-2oTa AND DRAG STRUT CONNECTIONS. WOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP 3. FOOTINGS MAY BE POURED IN NEAT EXCAVATIONS PROVIDED SIZE IS INCREASED 3" AT EACH DRAWINGS AND DESIGN CALCULATIONS (COMPLETE WITH STRESS DIAGRAMS) TO THE ARCHITECT AND STRUCTURAL 10.2 SOILS: INTERFACE WITH SOIL. 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 LOAD-BEARING REQUIREMENTS PER OSSC SECIONS 1704.7.1 - 1704.7.3. 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. WELDED. DO NOT WELD GRADE 60 REINFORCING. OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON. PROVIDE FOR SHAPES, BEARING POINTS, INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, 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 FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3° TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR sedtle SPECIFICATIONS. 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," s1ructural 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 a E. STRUCTURAL STEEL FLOORS: 23/32" (OR 3/4") THICK, TONGUE & GROOVE, (48/24) ED 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 ALL REFERENCED CODES. N 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS 04 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 HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. 0 N 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 CN ABBREVIATIONS SYMBOLS ISSUED FOR: PERMIT 0 N (THIS IS A COMPREHENSIVE LIST OF ABBRENATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) DATE ISSUED: 2-29-2012 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 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 ADDL ADDITIONAL CONIC 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 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONT CONTINUOUS EQ EQUAL HSS HOLLOW STRUCTURAL SECTION MATL MATERIAL PSL PARALLEL STRAND LUMBER THK THICKNESS ® AT T ❑ O COLUMN BELOW )I PLAN MARK ALT ALTERNATE CONTR CONTRACTOR EQUIP EQUIPMENT HT HEIGHT MAX MAXIMUM PT POST TENSION, PRESSURE TREATED THRU THROUGH c=X BEAM CAMBER s t ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COORD COORDINATE ES EACH SIDE MECH MECHANICAL A TRUS-JOIST MACMILLAN I-JOIST CL CENTERLINE ` J 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 o 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 E_ ^ DESIGNED : FPS TOF TOP OF FOOTING [p SQUARE ELEVATION MARK SECTION MARK c ARCHT,ARCH CU FT CUBIC FOOT EXP JT,EJ EXPANSION JOINT IF INSIDE FACE MO MASONRY OPENING REQ'D REQUIRED TOL TOP OF LEDGER L STRUCTURAL ANGLE S_ X DRAWN BY: BDS ° ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU IN CUBIC INCH EXT EXTERIOR IN INCH RFA ROBERT FOSSATII ASSOCIATES TOM TOP of MASONRY JL DOUBLE ANGLE CHECKED BY: HSB m ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS CY CUBIC YARD INCL INCLUDE; INCLUDING; INCLUSIVE (N) NEW RO ROUGH OPENING TOS TOP OF STEEL, TOP OF STRUCTURE PL PLATE 3 AWS AMERICAN WELDING SOCIETY FD FLOOR DRAIN INFO INFORMATION N NORTH TOW TOP OF WALL SW-X OWNER APPROVAL: o FDN FOUNDATION NF NEAR FACE SCHED SCHEDULE ELEVATION CALL OUT SHEAR WALL d PENNY (NAILS) INT INTERIOR TRANSV TRANSVERSE BD BOARD FF FAR FACE, FINISHED FLOOR NEPA NATIONAL FOREST PRODUCTS ASSOC SEC, SECT SECTION M D, DL DEAD LOAD SHT SHEET TS TUBING, STRUCTURAL Copyright©2012 BLDG BUILDING FUR FLOOR; FLOOR LINE JT JOINT NIC NOT IN CONTRACT o DBA DEFORMED BAR ANCHOR SHTG SHEATHING, SHEETING TYP TYPICAL Seattle Structural PS Inc. a BLKG BLOCKING DBL DOUBLE FLG, FL FLANGE NOM NOMINAL v BM BEAM FOC FACE OF CONCRETE K KIP = 1000 POUNDS NS NEAR SIDE SIM SIMILAR UL UNDERWRITER'S LABORATORY, INC. n DEPT DEPARTMENT BMST BASEMENT DET DETAIL FOM FACE OF MASONRY KO KNOCK-OUT NTS NOT TO SCALE SIMP SIMPSON [X'-X"] ELEVATION ® TOP OF FOOTING SLAB DEPRESSION KSI KIPS PER SQUARE INCH Si SHRINKAGE JOINT UNO, UON UNLESS NOTED OTHERWISE C BMU BRICK MASONRY UNIT(S) OF DOUGLAS FIR FOS FACE OF STUD oc ON CENTER SLBB SHORT LEGS BACK TO BACK URM UNREINFORCED MASONRY .N BOF BOTTOM OF FOOTING FRM FRAME UT ULTRA-SONIC TEST m DIA DIAMETER (SEE SYMBOLS) L, LL LIVE LOAD OD OUTSIDE DIAMETER SPA SPACING, SPACE, SPACES GENERAL o BOS BOSOM - (3) INTERIOR SIDES DIAG DIAGONAL FS FULL SIZE, FAR SIDE L STRUCTURAL STEEL ANGLE OF OUTSIDE FACE SPEC SPECIFICATION V, VERT VERTICAL EIRG BEARING FTG FOOTING D SQ SQUARE SPAN v BOT BOTTOM DIAPH DIAPHRAGM FT FEET, FOOT LAB LABORATORY OH OPPOSITE HAND FRAMING ARROW STEPPED FOOTING STRUCTURAL DICA DRILLED-IN CONCRETE ANCHOR NOTES B �/� DIM DIMENSION LB POUND OPNG OPENING SS STRUCTURAL SELECT W. WF WIDE FLANGE J C STEEL CHANNEL SHAPE GA GAUGE, GAGE LF LINEAL FOOT OPP OPPOSITE SSL SHORT SLOTTED HOLE WD WOOD EXTENT o CD CONSTRUCTION DOCUMENTS DN DOWN GALV GALVANIZED LG LONG OSB ORIENTED STRAND BOARD STD STANDARD W/ WITH CG CENTER OF GRAVITY DO DITTO GL, GLB GLUE-LAMINATED LLBB LONG LEGS BACK-TO-BACK OVS OVERSIZED HOLE SRFF STIFFENER W/O WITHOUT j C CGS CENTER OF GRAVITY OF STRANDS DWG DRAWING GN,GEN,GSN GENERAL STRUCTURAL NOTES LLH LONG LEGS HORIZONTAL STIR STIRRUP WABo WA ASSOC OF BLDG OFFICIALS HOLDOWN C CIP CAST-IN-PLACE DWL DOWELS GWB GYPSUM WALL BOARD LLV LONG LEGS VERTICAL PAR PARALLEL STL STEEL WFCM WOOD FRAME CONSTRUCTION MANUAL N CJ CONSTRUCTION JOINT/CONTROL JOINT GYP GYPSUM LOC LOCATION PC PRECAST STRUCT STRUCTURAL WHS WELDED-HEAD STUD CJP COMPLETE JOINT PENETRATION CE) EXISTING LONGIT LONGITUDINAL PERP PERPENDICULAR SUSP SUSPENDED WP WORK POINT o CL CENTERLINE LA EACH HD HOLDOWN LSL LAMINATED STRAND LUMBER PL PLATE SYM SYMMETRICAL Wt STRUCTURAL T M CUR 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 OTHER'MSE ON THE PLANS.) UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS ® 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND ® 12"oc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CLIPS ® 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE—AND—GROOVE JOINTS AND EDGE CLIPS. PROVIDE SOLID BLOCKING AT ALL EDGES ONLY WHERE NOTED ON PLANS. TOENAIL BLOCKING TO SUPPORTS WITH 16d NAILS, UNLESS NOTED OTHERWISE. UNLESS NOTED OTHERWISE ON THE PLANS, WALL SHEATHING MAY BE LAID UP HORIZONTALLY OR Ur VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d ® 6"OC, NAIL Z WITH 10d ® 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING z W EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. w SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING, (j) a' O O z 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE _I Q PRESSURE-TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). ALL INTERIOR (INCLUDING CRAWLSPACES) WOOD W (' MEMBERS IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE-TREATED WITH SODUIM BORATE W (SBX). PROVIDE TWO LAYERS OF ASPHALT IMPREGNATED BUILDING PAPER BETWEEN UNTREATED LEDGERS, W W 0� BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" = 0 O PRESSURE-TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL. THIS INCLUDES WASHERS, SCREWS, �— NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS MISTAKENLY USED IN INTERIOR CONDITIONS, G185 ("HOT-DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) ~ z METAL CONNECTORS MAY BE USED IN LIEU OF STAINLESS STEEL. METAL CONNECTORS 1/2" THICK OR GREATER Q W < NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. �J J METAL CONNECTORS 1/2 INS" THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED z � 1-" OTHERWISE BY THE ARCHITECT. O Il, 6. WOOD FASTENER NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 6.1 NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOIST HANGERS AND OTHER CONNECTING DEVICES REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, DUBLIN, U 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 Illy 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 C) SPECIFIED FASTENERS. M 6.2 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH 10d = .148 DIAMETER x 3" MINIMUM LENGTH 16d = .148 DIAMETER x 3-1/4" MINIMUM LENGTH HAND NAILING - SINKERS, COATED 8d = 11-1/2 GAGE x 2-3/8" 10d = 11 GAGE x 2-7/8" 16d = 9 GAGE x 3-1/4" 7. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PIANS: GIN EF ss% 7.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM 75057P STANDARDS OF THE OSSC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF THE 2010 OSSC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL m m OREGON Da = DRAWINGS. o FA o 0 `La TFti1BER��`�~ 7.2 WALL FRAMING: ALL STRUCTURAL (SHEAR WALLS AND BEARING) STUD WALLS SHOWN AND NOT 9� scold OTHERWISE NOTED SHALL BE 2x4 STUDS ® 11 AT INTERIOR WALLS AND 26 STUDS ® 16" AT EXTERIOR WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL EXPIRATION DATE: 12-31-2013 OPENINGS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 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 Seattle WOOD FRAMING BELOW WITH 16d NAILS AT 12"oc STAGGERED OR BOLTED TO CONCRETE OR MASONRY WITH 5/8" DIAMETER ANCHOR BOLTS AT 4'-0"oc, UNO REFER TO THE STRUCTURAL PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. Structural 7.3 FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE BRIDGING ® 8'-O"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 TOENAIL JOISTS TO BEARING SUPPORTS WITH 16d NAILS. UNLESS NOTED OTHERWISE, ATTACH JOISTS TO Seattle, WA 98101-4019 FLUSH HEADERS OR BEAMS WITH SIMPSON "LU" SERIES METAL JOIST HANGERS TO SUIT JOIST SIZE. ALL DOUBLE 206-343-3000 phone 206-343-3013 fax a JOISTS, BEAMS, AND SLOPED AND/OR SKEWED JOISTS SHALL BE CONNECTED TO FLUSH MEMBERS WITH U-SERIES o JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE-NAIL ALL N MULTI-JOIST BEAMS TOGETHER WITH 16d SPIKES 0 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. rn N THE TOTAL ESTIMATED SHRINKAGE FOR VARIOUS HEIGHT BUILDINGS ARE AS FOLLOWS: STORIES TOTAL ESTIMATED SHRINKAGE 0 1 1/2" N 2 1" m PARTIAL HEIGHT SYSTEMS SHALL BE DESIGNED FOR PROPORTIONAL SHRINKAGES. o+ 3 -O LARGER THAN NORMAL FLOOR TO FLOOR HEIGHTS, MOISTURE CONTENT OF FRAMING LUMBER WHEN of INSTALLED, TYPE OF FRAMING AND OTHER FACTORS MAY INFLUENCE THE ACTUAL SHRINKAGE. rn �j ISSUED FOR: PERMIT o G. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (OSSC SECTION 1705) POST PER PLAN NDATE ISSUED: 2-29-2012 1. THE SEISMIC-FORCE-RESISTING SYSTEMS COVERED BY THIS PLAN INCLUDE: N SIMPSON PB POST BASE IF TREATED WOOD; REVISIONS c 1.1 WOOD ROOF DIAPHRAGM, DRAG BEAMS, AND THEIR CONNECTIONS SIMPSON PBS POST BASE IF NOT TREATED NO. DATE ISSUED 0 2. TESTING 2.1 WOOD CONSTRUCTION: WOOD MEMBERS AND THEIR METAL CONNECTORS SHALL BE STAMPED AS v DESCRIBED IN THE "CARPENTRY" SECTION OF THE STRUCTURAL NOTES. 12x12 MIN. (16x16 MAX.) CONC. PLINTH ° 3. SPECIAL INSPECTION SHALL BE CARRIED OUT AT FREQUENCY DESCRIBED AND FOR THE MATERIALS w/ (4)#5 VERT. & #3 TIES 0 8"oc DESIGNED BY: FPP DESCRIBED IN THE STRUCTURAL NOTES. INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW. DRAWN BY: BIDS o I I W I I ill CHECKED BY: HSB c 4. REQUIRED SERVICES OF CONTRACTOR OWNER APPROVAL: v j 4.1 THE CONTRACTOR SHALL PROVIDE THE MATERIALS SUBMITTALS TO THE ENGINEER FOR APPROVAL. ;� z �� Copyright©2012 Seattle Structural PS Inc. a 4.2 THE CONTRACTOR SHALL PROVIDE COPIES OF THE SPECIAL INSPECTION AND TESTING REPORTS TO THE o CLR, TYP rn ENGINEER FOR REVIEW. (3) #5 EA. WAY c N 4.3 AS REQUIRED, THE CONTRACTOR SHALL CONSULT THE ENGINEER ON THE INTENT OF THE GENERAL CONSTRUCTION DOCUMENTS. STRUCTURAL 4.4 THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR STRUCTURAL MODIFICATIONS REQUIRED TO MEET " NOTES UNFORESEEN FIELD CONDITIONS. 3'-O" SQ. v v 4.5 THE CONTRACTOR SHALL SUBMIT A "STATEMENT OF RESPONSIBILITY" PER OSSC SECTION 1705.3 TO yco THE OWNER AND THE BUILDING OFFICIAL WHICH INCLUDES, BUT IS NOT LIMITED TO, A STATEMENT THAT 3 TYPICAL EXTERIOR COLUMN HE/SHE/THEY HAVE REVIEWED THE QUALITY ASSURANCE PIAN. FOOTING 2 m O NTS a 2x4 DIAG BRACE 0 8'-0"oc 2, CONT. BLKG w/ WHERE DIAGONAL BRACE w/ (3) 16d EACH END (3) 10d TO DIAPHRAGM LENGTH EXCEEDS 6'-0", PANEL EDGE NAILING ATTACH 20 LATERAL PER PLAN TO BLOCK BRACE AT MID–SPAN w/ I (2) 16d TO EACH DIAGONAL SHEATHING PER PLAN T7 X- 2x4 0 PANEL EDGE NAILING U� ~ / O O B z w 4'-0"oc 1 BAY 2x BLKG. PER PLAN I (12) 16d 0 3"oc STAGGERED – 2x4 0 24"oc w 2 16d AT BRACE w A34 TRUSS PER MFR AT EACH SIDE OF SPLICE EA. END EACH END (1) BAY E BLKG. U 16d 0 12"oc STAGGERED EACH SIDE TOP CHORD ELSEWHERE CONT. 2x4 O O Z SPLICE TRIM FOR L J OO FIRM BRG. (� w W MAIN ROOF (3) 16d = C) O FRAMING TO BLKG. PER PLAN 2x BLKG. AT TRUSS BOTTOM CHORD MAIN ROOF JOISTS PER MFR. A35 ® EACH SIDE PER z Ir SPLICE w/ (3) 16d PER BLOCK INTERIOR 1 SHEARWALL SCHEDULE W w TO JOIST BELOW �� 16d 0 8"oc 1 Z f— ~ 2x4 0 24"oc A34 0 48 oc DIAPHRAGM 2x6 DIAGONAL 0 EDGE NAILING BRACE 0 48 oc TRUSS PER PLAN BOTH TOP PLATE ACROSS PARTY WALL BOTH WALLS. ATTACH TO � Q ATTACH TO BLKG. w/ PER PLAN PLATES BELOW PER U) 0- (5) 16d NAILS, A34 TO 16d TOENAILS 0 8 oc SHEARWALL SCHEDULE. z Q C) TRUSS TO PLATE 3 WALL TOP PLATE AND i 6'-0" MIN. BETWEEN SPLICES MAIN ROOF H2.5 TO TRUSS FRAMING BOTTOM CHORD SHEATHING AND SHEAR Z SPLICE TO OCCUR AT WALL EDGE NAILING PER m OF VERT. STUD (TYP.) PROVIDE 2x6 ® EDGE A34 TO PLATE SHEAR WALL SCHEDULE EDGE DETAIL OF VENT HOLE co TYPICAL TOP PLATE SPLICE DETAIL DETAIL DETAIL I NTS L NTS NTS NTS SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 16d ® 8"oc TYP. AT BUILT UP STUDS HOLDOWN STUDS PER RROFFx SCHEDULE - (3) STUDS SHEAR WALL SCHEDULE (HEM FIR LUMBER) ��GINEF o MIN. TYP. BLOCKING SHEATHING (NOTES 1 2,3 4 8) ALLOWABLE �5o5'P LATERAL TIE WALL PLATE TO STUDS / I PANEL EDGE NAIL BOLT SPACING NG SHEAR (MIN) FD((MIN) Fq o 0 MARK PLATE OR BLOCKING NAILING CAPACITY MIN MIN y N OREGON o� z HOEDOWN STRAP PER STRAP CONNECTOR # OF STUDS APPLICATION SPACING (NOTE 9) (NOTE 5) (NOTES 5,9) (PLF)(NOTE 7) (NOTE 7) NOTE 7, 10 r TFM6ER�aLQ~ PLAN (WRAP AROUND HOLDOWN 9p _¢ BEAM BELOW, CENTER LENGTH TO STUDS OR POST scolj STRAP ON STUDS) REFER SW-6 ONE SIDE 10d 0 Coc LTP4 0 24"oc 16d 0 Coc 48 oc 250 2x 2x TO TABLE FOR STRAP " " " " ON DATE: 12-31-2013 NAILING AND LENGTH MSTC28 2'-4" (16) 16d SINKERS (2) 2x SW-4 ONE SIDE 10d 0 4 oc LTP4 0 16 oc 16d 0 4 oc 32 oc 350Y 2x 2x EXPIRATION SW-3 ONE SIDE 10d 0 3"oc LTP4 0 12"oc 16d 0 3"oc 32"oc 470 3x 3x MSTC40 3'-4" (36) 16d SINKERS (2) 2x SW-44 BOTH SIDES 10d 0 4"oc LTP4 0 8"oc N/A 24"oc 660 2x 3x MSTC52 4'-4" (48) 16d SINKERS (3) 2x (NOTE 6) SW-33 BOTH SIDES 10d 0 3"oc LTP4 0 6"oc N/A 16"oc 940 3x 3x Seattle (NOTE 6) HEADER PER PLAN SW-22 BOTH SIDES 10d 0 2"oc LTP4 0 5"oc N/A 12"oc 1100 3x 3x Structural HOLDOWN STRAP PER PLAN (WRAP (NOTE 6) AROUND BEAM ABOVE, CENTER ALLOWABLE VALUE I5 REDUCED FROM IBC TABLE FOR FRAMING SIZE. Seattle Structural PS Inc. STRAP ON STUDS) REFER TO _ 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 LINO. Seat Fifth Avenue, Suite 425 HOEDOWN STUDS PER Seattle, WA 98101-4019 SCHEDULE (2) 2. SHEATHING SHALL BE APPLIED DIRECTLY TO FRAMING. 206-343-3000 phone 206-343-3013 fax STUDS MIN. TYP. 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. 04. PROVIDE 10d 0 12 oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. 64 DETAIL 5. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAILING IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO THE SAME PIECE OF FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAILING. INSTALL LATERAL TIE NTS PLATES OVER APA RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES. A35 FRAMING N ANCHORS MAY BE SUBSTITUTED FOR LATERAL TE PLATES AT SPACING SHOWN ABOVE. 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 1 BLOCKING/FOUNDATION PLATES FOR ALL DOUBLE SHEATHED WALLS. 0 rn HEATHINWALL SG AND SHEAR EDGE w 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 PER PLAN (2) 2x MIN. 3x BLOCKING/FOUNDATION PLATES FOR DOUBLE SHEATHED WALLS ONLY. a PLACED HERE TO AID IN CONNECTORS SHEAR WALL EDGE NAILING AT ANCHOR # OF STUDS EMBEDMENT 8. PROVIDE SHEAR WALL SHEATHING AND NAILING FOR ENTIRE LENGTH OF WALLS NOTED ON PLANS. ENDS OF WALLS ARE DESIGNATED BY EXTERIOR OF BUILDING, CORRIDORS, INSTALLATION OF HOLDOWN EACH HOEDOWN STUD OR POST HOLDOWN BOLT 0 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. En 7 STUDS 9. NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE. RECESS BOLTS AT PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED END WALL CONDITION / 6 SDS 2Y SCREWS ( ) f ( HDU2 6 " O 2 2x 8" 8d = .131 DIAMETER x 2-1/2" MINIMUM LENGTH v CONNECTORS TO HOLDOWN 10d = .148 DIAMETER x 3" MINIMUM LENGTH N STUD AS REQUIRED BY MFR. HDU4 68"0 (10) SDS 2Y2" SCREWS (2) 2x 9" 16d = .148 DIAMETER x 3-1/2„ MINIMUM LENGTH SEE SCHEDULE HAND NAILING – SINKERS, COATED PERMIT ” ISSUED FOR: o HOEDOWN PER PLAN HDU5 se0 (14) SDS 2Y SCREWS (3) 2x 10 8d – 11-1/2 GAGE x 2„3/8 N 10d = 11 GAGE x 2-7/8 DATE ISSUED: 16d = 9 GAGE x 3-1/4” z-zs-zotz o SLAB PER PLAN HDU8 %"0 (20) SDS 2Y" SCREWS 4x6 1'-0° REVISIONS N I I I 10. WHERE 3x BOTTOM PLATES ARE REQUIRED, USE (2) 20d END-NAILS OR (4) 8d TOE-NAILS FOR PLATE TO STUD NAILING. C' I I I I I-- FRAMING CONTINUOUS , HDU11 1 0 30 SDS 2Y SCREWS 4x6 V-2' NO. DATE ISSUED N _ _ WHERE OCCURS ( ) 11. CRITERIA: 2010 OSSC TABLE 2306.4.1 DOUG FIR LUMBER 0 HDU14 1"0 (30) SDS 3 SCREWS 6x6 1'-4" 2500 psi CONCRETE MINIMUM 4) I ASTM A307 ANCHOR BOLTS WITH 2%" EDGE DISTANCE IN CONCRETE AND 7" MINIMUM EMBEDMENT. 12. WHERE SEISMIC-RESISTING SHEAR WALLS HAVE HEIGHT-TO-WIDTH RATIOS GREATER THAN 2:1, ALLOWABLE SHEAR VALUES HAVE BEEN REDUCED IN THE CALCULATIONS o ACCORDING TO IBC TABLE 2305.3.3, FOOTNOTE A. DESIGNED BY: FPP k16d 0 8 oc TYP. 13. INSTALL 303 /4 PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. DRAWN BY: BIDS N AT BUILT UP STUDS 14. "HOT–DIP" GALVANIZE ALL NAILS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD. CHECKED BY: HSB C 3I OWNER APPROVAL: o CAST-IN-PLACE HEADED mANCHOR BOLT AND WASHER, a OR ALL THREAD WITH HEAVY Seattle Structural PS Inc. Copyright©2012 Sea HEX NUTS AND WASHER SEE TABLE FOR EMBED DEPTH STRUCTURAL N DETAILS TYPICAL HOLDOWN SHEARWALL SCHEDULE DOUG FIR LUMBER 9 NTS NTS 0 N 0 S3 3 m` a 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 LSTA24 EACH END DRAWINGS; IN GENERAL BOTTOM PLATE (MIN. 16d @ AL AT PLACE HEADERS LOW ONLY PANEL EDGE NAILING NON-SHEAR WWALLS) ATTACHMENT PER PER PLAN TYP. DOUBLE TOP PLATE AT DOOR AND WINDOW SHEATHING AND SHEAR SHEAR WALL SCHEDULE PANEL EDGE NAILING OPENINGS LSTA15 @ 32 oc 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 z SHEATHING AND TOPPING PER PLAN C� A35 CLIP ANGLE PER PLAN RIM JOIST w/ (4) 16d TO — W AT EXTERIOR BLKG. AND CONNECTION TO HEADERS OVER RIM JOIST w/ (2) 16d TO TOP PLATE BELOW PER U) a- V-0" IN LENGTH JOIST. CONNECTION SHEAR WALL SCHEDULE (MIN. 0 Z TO TOP PLATE BELOW PER " W O 6 16d MIN. 16d TOENAILS @ 8 oc ( ) SHEAR WALL SCHEDULE U (MIN. 16d TOENAILS @ 8 oc AT NON-SHEAR WALLS) �—JOISTS PER PLAN W W REFER ARCH. TYP RJ EFER AT NON-SHEAR WALLS W 0 2x BLKG @ 48"ac w/ _ ❑ STUDS ARCH. JOIST PER PLAN A34 AT BLKG TO PLATE JOIST PER BEAM PER PLAN _ AND H2 BETWEEN Q Z ryQ BLOCKS BOTTOM W HEADER PER PLAN PLAN x �X� 1 (2) 8d EA. JOIST W U LB HANGER (SIZE TO PLATE z I-- F- 16d @ 8"oc, TYP. TO MATCH JOIST _ HEADER PER PLAN WHERE W TRIM STUD POST PER AT BUILT UP STUDS ) HEADER PER PLAN WHERE OCCURS. REFER TYPICAL �— Q O OCCURS. REFER TYPICAL HEADER DETAILS) z Q._ PLAN, (PROVIDE MIN. (2) ' 2x STUDS AT HEADERS HEADER DETAILS) Q U OVER 6'-0" IN LENGTH) 3 1-- TYPICAL EXTERIOR WALL O z 1 TYPICAL HEADER DETAIL 2 TYPICAL SAWN JOIST FLUSH BEAM CONNECTION (:DSNTsAWN JOISTS PERPENDICULAR TYPICAL EXTERIOR WALL SOLID SAWN PARALLEL' m CD NTS NTS , co pER apcN NON-STRUCTURAL WALL PER ARCH. DWG. BOTTOM PLATE ATTACHMENT PANEL EDGE NAILING PANEL EDGE NAILING TO BLKG. PER SHEAR WALLPER PLAN PER PLAN PANEL EDGE SCHEDULE (MIN. 16d @ 8"oc BOTTOM PLATE ATTACHMENT AT NON-SHEAR WALLS) PER SHEAR WALL SCHEDULE NAILING PER PLAN 2x BLKG. CONNECTION (MIN. 16d @ 8"oc AT NON- TO TOP PLATE BELOW PER 2x BLKG. ATTACH PER SHEAR WALLS) SHEAR WALL SCHEDULE. SHEAR WALL SCHEDULE PBOFFss I 2x BLKG. ATTACHMENT TO (MIN. 16d TOENAILS @ 8"0c RIM JOIST aGfF o TOP PLATE BELOW PER AT NON-SHEAR WALLS) w/ (2) 16d TO 750577 P SHEAR WALL SCHEDULE MIN. 16d TOENAILS @ 8"0c SHEATHING AND TOPPING SHEATHING AND TOPPING JOIST —� yv NOREGON oov o AT NON-SHEAR WALLS) PER PLAN PER PLAN �990F SMBERNa�Je~ O011 EXPIRATION DATE: 12iL2013 SHEATHING AND SHEAR WALL JOIST PER PLAN EDGE NAILING PER JOIST PER PLAN Seattle SHEATHING AND SHEAR WALL JOIST PER PLAN SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR (REFER ARCH. DSHEATHING AT NON-SHEAR WALLDINGS. FOR WALL SCHEDULE ) Structural HEADER PER PLAN - CANTILEVER WHERE OCCURS PER ARCH SHEATHING AND SHEAR Seattle Structural PS Inc. (REFER ARCH. DINGS. 2x BLKG. EACH SIDE 2-6 MAX)XWALL EDGE NAILING PER Civil and Structural Engineering FOR SHEATHING AT REFER TYPICAL „ 9 9 NON-SHEAR WALLS) HEADER DETAILS) PARTY WALL (WHERE OCCURS) @ 48 oc w/ A34 SHEAR WALL SCHEDULE 1 1420 Fifth Avenue, Suite 425 FOR ADDITIONAL TO PLATE BELOW (REFER ARCH. DINGS. Seattle, WA 98101-4019 INFORMATION FOR SHEATHING AT 206-343-3000 phone 206-343-3013 fax NON-SHEAR WALLS) 0 TYPICAL INTERIOR WALL SOLID SAWN PERP. PARTY INTERIOR WALL SOLID SAWN DETAIL N U NTS NTS 8 NTS N O N PRESSURE TREATED SILL o PLATE AND ATTACHMENT PER V) SHEAR WALL SCHEDULE (MIN. m 2x SILL PLATE w/ a8"0 3 ANCHOR BOLTS @ 48"oc w/ PLATE WASHERS 3x3xY; i C14N _ _ D' 2x 'H' AMBNONMISHEAR WALLS) ISSUED ISSUED FOR: PERMIT CONCRETE WALL SHEATHING AND SHEAR N SHEATHING AND SHEAR WALL INSULATION WHERE OCCURS, DATE ISSUED: CORNER BARS TO WALL EDGE NAILING PER 2-29-2012 o MATCH EXTERIOR CORNER BARS TO H' EDGE NAILING PER SHEAR PRESSURE TREATED SILL SHEAR WALL SCHEDULE (REFER ARCH. DRAWINGS) HORIZ REINF MATCH CROSS WALL WALL SCHEDULE (REFER PLATE AND ATTACHMENT PER REVISIONS HORIZ REINF ADD 1 5 ARCH. DWGS. FOR SHEATHING SHEAR WALL SCHEDULE (MIN. „ NO. DATE ISSUED .9 ADDITIONAL (ALT HOOKS) ( ) # e #4 @ 12 oc (VERT.) SLAB ON GRADE — VERT BARS DIAGONAL IN WALL AT NON-SHEAR WALLS) 2x SILL PLATE w/ / 0 ALTERNATE HOOKS PER PLAN CROSS WALL SLAB ON GRADE ANCHOR BOLTS @ 48 oc w/ PLAN @SINGLE CURTAIN Q PER PLAN PLATE WASHERS 3x3xYa; Z EMBED MIN. 7" INTO CONCRETE ZE •II x x x x Q DESIGNED BY: FPP 11h ill 111 11AT NON-SHEAR WALLS) H� o '` , c - DRAWN BY: BIDS NORMAL JHE 'll CHECKED BY: HSB REINFORCOWNER APPROVAL: m x x x x #4 @ 12'oc (HORIZ.) Copyright©2012 o ADDITIONAL VERT BARS- PLANS A i FH R BARS TO hi 1 1 III l�l o x a CORNER BARS TO CROSS WALL ADD BARSeattle Structural PS Inc. MATCH EXTERIOR REINF MATCH N _ 2 4 CONT. BOT. HORIZ REINFREINFORCJ O CROSS WALL R BARS, TYP 0 2 -0 LINE OF EXCAVATION 2 4 CONTINUOUS STRUCTURAL U CD lil�_ISI �� ; V-6" BST# FOOTING DRAIN, DETAILS NORMAL FOOTING REFER ARCH., CIVIL NATIVE SOIL FI PLAN @ DOUBLE CURTAIN `V REINFORCING, PER STRUCTURAL FILL PLANS AND SCHED NOTE: PARTY WALL @SIM. OR CONTRACTOR TYPICAL CORNER BAR ARRANGEMENT DESIGN N CONCRETE WALL 1 TYPICAL STEPPED FOOTING 11 TYPICAL INTERIOR FOUNDATION THICKENED SLAB OD-�UT.AlL 3 NTS IO NTS NTS S4 m` i PER ARCH. DWG. ANEL EDGE NAILING PANEL EDGE NAILING PER PLAN 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 XF ++ ++ /11 ILA JOISTS PER PLAN 2x4 OUTLOOKER ® 24" I- 16d ® 16"oc TO BLOCKING O.C. w/ A34 TO FIRST GABLE END H2.5, TOP 0 z TRUSS AND H2.5 ® 48" TRUSS z LJJ � 1 O.C. TO GABLE END TRUSS PER MFR. i I 1 2x BLKG � 48" w � 2x BLKG. CONNECTION TO TOP O.C. (3 BAYS S 0 O Z PLATE BELOW PER SHEAR WALL BRACE, 2 BAYS ry W O 2x SOLID BLOCKING SCHEDULE ( MIN. 16d TOENAILS w� O�TBOOKNE�RN U W 024"oc w/ (2) 16d EA. END © 8"oc AT NON-SHEAR TO JOISTS WALLS) BLKG. TOP = W O WALL PARALLEL TO FLOOR FRAMING TRUSS PER NON—BEARING WALL SHEATHING AND MFR. 0 ry SEE ARCH DRAWINGS SHEAR WALL EDGE z NAILING PER SHEAR Q W Q JOISTS PER PLAN 16d 0 16"oc TO BLOCKING WALL SCHEDULE WHERE DIAGONAL BRACE LENGTH EXCEEDS 6'-0", W C7 2x BLOCKING w/ (2) 16d ATTACH 2x4 LATERAL BRACE AT MID-SPAN z H EACH END TO JOISTS 16d TOENAILS @ w/ (2) 16d TO EACH DIAGONALO 0 8 oc TO PLATE I- 2x6 DIAGONAL BRACE @ 48"oc ATTACH TO TOP BLKG. (n 0- H DO NOT BREAK w/ (5) 16d NAILS, A34 TO WALL TOP PLATE, AND H2.5 TO END z Q U SHEATHING AT PLATES TRUSS BOTTOM CHORD 3 WALL PERPENDICULAR TO FLOOR FRAMING TYPICAL NON-STRUCTURAL WALL SUPPORT m � 1 T (BOTTOM) 3 s PICAS EXTERIOR GABLE END WALL STANDARD TRUSS o M NTS EDGE NAILING PER SHEAR WALL SCHEDULE PRoFF,rs NOTES: ��I N FF ° 75057P 1. WHERE NO STUD TO STUD NAILING IS INDICATED, NAIL STUDS TOGETHER WITH 16d @ 8"oc oN�A OREGON Ooao �9 TFMBER�a� e EDGE NAILING 2. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC. 9D scoTT e° WIDTH FACE NAIL PER PER SHEAR WALL ARE NOT SHOWN. EXPIRATION DATE: 12-31-zot3 MAX. DIAMETER SHEAR WALL SCHEDULE SAW CUT OF BORED HOLES SCHEDULE 3 REQUSEE EAR WALL SCHEDULE FOR SHEATHING NAILING MIN %" i4l EDGE DIST 4. SEE BEARING WALL SCHEDULE FOR MINIMUM STUD SIZE AND Q FF o CIRCULAR (TYP) BORED HOLES ARE SPACING. (VERIFY ACTUAL SIZE WITH ARCHITECTURAL) Seattle NOTCH - TO BE SPACED AT PARTY WALL TO EXTERIOR WALL STUD LEAST A STUD WIDTH WIDTH FROM A CUT OR NOTCH Structural VEE NOTCH Seattle Structural PS Inc. Civil and Structural Engineering MAX DEPTH EDGE NAILING 1420 Fifth Avenue, Suite 425 PER SHEAR WALL FACE NAIL Seattle, WA 98101-4019 LET-IN MIN DEPTH BORED HOLES ARE TO SCHEDULE PER SHEAR WALL 206-343-3000 phone 206-343-3013 fax NOTCH BE SPACED AT LEAST SCHEDULE a_ TWICE THE DIAMETER OF THE LARGEST HOLE EDGE NAILING 0 N PERSHEARWALL PER i SHEAR WALL SCHEDULE SCHEDULE N N EDGE NAILING NAIL N A. CUTTING AND NOTCHING WOOD STUDS PER SHEAR WALL F ACE SCHEDULE PER SHEAR WALL (DO NOT NOTCH MORE THAN 3 ADJACENTS w/o REVIEW BY ENGINEER) SCHEDULE BEARING WALL STUDS TABLE NO. 1 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER SHEATHING PER PLAN NOTE: En m SIZE EDGE CUT OR NOTCH CUT OR NOTCH REFER ARCH. DWGS OR CONTRACTOR PARTY WALL TO INTERIOR WALL VARYING WALL SIZE PANEL EDGE NAILING DESIGN FOR VENTING REQUIREMENTS. 3 2"x41" 2-1/2" PER PLAN 2x6 1-1/2 4" INTERRUPT NDO NOT AILING) G. ATTACHMENTI N NON-BEARING WALL STUDS TOPBPfLATE BELOW PER TO ISSUED FOR: TABLE NO. 2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER PERMIT N DATE ISSUED: 2-29-2012 SIZE EDGE CUT OR NOTCH CUT OR NOTCH EDGE NAILING EDGE NAILING SHEAR WALL SCHEDULE PER SHEAR WALL PER SHEAR WALL (MIN. 16d TOENAILS @ 0 2"x4" 1-5/8" 1-7/8" SCHEDULE 8"oc AT NON-SHEAR REVISIONS N 2"x6" 2-1/2" 3" SCHEDULE WALLS) NO. DATE ISSUED o B. BORED HOLES IN WOOD STUDS FACE NAIL REFER ARCH. BEARING WALL PER SHEAR WALL :5 STUDS MAY BE BORED NOT IN EXCESS OF 40% OF THE STUD WIDTH. BORINGS SCHEDULE o 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 NAILING DRAWN D BDS CHECKED SIZE OF BORED HOLE AFTER BORING FACE NAILS PER PER SHEAR WALL BY: HSB 3 2"x4" 1-5/8" 5/8" EA SIDE OF HOLE SHEAR WALL SCHEDULE TRUSS PER MFR. OWNER APPROVAL: m 2"x6" 2-1/2" 5/8" EA SIDE OF HOLE SCHEDULE i HI AT EA. TRUSS Copyright©20 2 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 ARC . 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"x4" 2-1/4" 5/8" EA SIDE OF HOLE FOR SHEATHING AT 2"x6" 3-5/8" 5/8" EA SIDE OF HOLE TYPICAL EXTERIOR WALL NON-SHEAR WALLS) ROOF TRUSS PERPENDICULAR N g N s PICAL NOTCHED STUD O N S PICAL WALL INTERSECTIONS 1 S5 o IDNTS m EDGE NAIL FULL HT L FTG LSTA24, TYP (— PRESSURE-TREATED 2x ATTACH RISER & TRE TO CONC. w/ Y2x6 TITEN HD ® z LU SEE ARCH 24" oc (MIN. (3) EACH STAIR). U) EL O O z I U212 HANGER, TYP � L J � U STRINGER A35 0 EACH PERSIRINGER PLAN LU W � NOTCHED STRINGER 4x12 LANDING JOIST OR SHEAR WALL PERINPLAN 4x12 FLOOR JOIST PER PLAN ry 8" MIN HEADER Q W °ooh°oo�o °oo(Joocro o PER PLAN LLl � I - 1U212 HANGER 8' MIN z f-- LANDING 1 JOIST OR BLOCKING O L' FLOOR JOIST ® STRAP Q O HEADER Z SIMP 'U' HANGER PER PLAN SLAB ON GRADE < U TYPICAL BASE OF STAIRS STAIR LANDING STAIR LANDING TYPICAL STRAP @ SHEAR WALL OPENING m o 1 NTS 2 NTS NTS NTS M PROFF I N f F ssio 75057P y N OREGON ob _ �QTFMBER 9� SCOTS 6J 1EPIRATION DATE: 12-31-2013 seaRle- s[rudufal 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 D_ N O N N N O N N O U N m O 3 'O [D r- 0)N I ISSUED FOR: PERMIT N DATE ISSUED: 2-29-2012 REVISIONSN 0 N o NO. DATE ISSUED .N N 0 U N s DESIGNED BY: FPP 0 0 DRAWN BY: BIDS o CHECKED BY: HSB n OWNER APPROVAL: c 0 Copyright©2012 j Seattle Structural PS Inc. 0 a U N STRUCTURAL 0 DETAILS r 0 c D 6 0 0 m