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Plans 1 BROWNSTONE AT THE CROSSING RE, EWER AMY 0 2012. CITY OFT1�#�'ply Bu�1NGp i. A 30 -UNIT APARTMENT DEVELOPMENT Milbrundt Architects CITY OF ® 2s.:Central Way,. Ste 210 Kirkland,Washington 98033 ? 425454:7130,F:425.658.12118 Well w w raiibrandturch.cont. J .T. Smith Companies 1 �ti �f 3 I TO LE AUG� KIRKLAND, WAI GENERAL NOTES PROJECT TEAM PROJECT INFORMATION LIST OF DRAWINGS ,'1,,j 5558 \ Al Cover Sheet 1i ()F 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 A2 Site Plan jurisdiction and the State of Oregon. 5285 Medows Road,Suite 171 A3 Unit B1 Floor Plan -o 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)657-3402 Tigard, Oregon A5 Unit B1 Utility Plan a others. All rough-ins shall be approved and fireblocking shall be installed prior to A6 Units A&B2 Utility Plans N framing inspection. Architect: M1LBRANDT ARCHITECTS,INC. PS Location Bldg. 5: 9304-9342 SW Longstaff Street A7 6-flex Building Foundation Plan _� 25 Central Way, Suite 210 Tigard,Oregon Ag 6-Plex Building 1st Floor Framing and Shear Plan '- 4. Verify size and location of and provide all openings through floors and walls, .a furring,anchors,inserts,rough bucks and backing for surface mounted items. Kirkland,WA 98033 A9 6-Plex Building 2nd Floor Shear&Roof Framing Plan Tel: (425)454-7130 Location Bldg. 6: 9256-9296 SW Longstaff Street A10 6-Plex Building 5. Provide furring as required to conceal mechanical and electrical work in all ( ) 9 Roof Plan finished areas. Contact: Rick Tolleshaug Tigard,Oregon Al 1 6-Plex Building Elevations&Sections = ' �; 6. All swinging doors not located by dimensions on plans,interior elevations,or Email: rbt @milbrandtarch.com Al2 REMOVED - details shall be 3"from face of stud to edge of rough openings or centered Location Bldg. 7: 9208 -9242 SW Longstaff Street Ala REMOVED between room partitions as shown. Structural Engineer: FOSSATTI PAWLAK STRUCTURAL ENGINEERS Tigard, Oregon A14 REMOVED °' 7. Plans are drawn assuming the following rough openings: 1411 Fourth Avenue, Suite 1510 A15 REMOVED Swinging doors: Nominal size+2". Seattle,Washington 98101 Location Bldg. 8: 9160- 9186 SW Longstaff Street A16 REMOVED Q ( Bi-Fold doors: Nominal size+1-1/2". Tel: (206)456-3071 Tigard,Oregon 43 Bi-Pass doors: Nominal size+0". A17 Interior Elevations Contact: Pete Pawlak Alb Interior Elevations Windows: Nominal size+0". 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 Zoning: R-12 "G- 12" layers maximum. g 51 General Structural Notes 9. "Finish Floor" refers to the top of concrete slab or top of wood floor E F E R R E SUBMITTALS S2 General Structural Notes Q - sheathing. Scope: 30 wood frame R-2 occupancy residential units S3 Structural Details '� 10.Exterior walls shall be 2x6 studs at 16"o.c.and interior walls shall be 2x4 in 5 buildings. S4 Structural Details ., studs at 16"o.c.,unless noted otherwise. Shop drawings and calculations are required for: S5 Structural Details I z 0 11.Unless otherwise noted,plan dimensions are to face of studs and face of 1. Roof trusses. See notes on sheet S 1. Drawings and calculations will be Construction Type: All buildings are Type V B construction. S6 Structural Details concrete walls. 12.Refer to interior elevations for cabinet and counter lengths,dimensions, reviewed and stamped by a State of Oregon Registered Engineer. Building Code: 2010 Oregon Structural Specialty Code countertop materials and detail reference. Verify all existing dimensions 2. Fire Sprinkler system design,see Fire Systems note this sheet. D1 Details before installation. D2 Details 3. Firestopping details. Firestopping methods and materials shall be N 13.Provide caulking between sole plates and subfloor and between rim joists at by except D3 Details o `I g P J determined b the Contractor exce t where details or notes are indicated in a as both top plate and subfloor. these drawings. Firestopping locations are indicated in part by detail 131D1. D4 Details �, cy 14.Hydrants shall be in service prior to start of framing. D5 Details Contractor shall submit UL assembly details and product cuts of all relevant 15.Through penetrations and membrane penetrations of rated wall or D6 Details o floor/ceiling assembly will require firestopping per OSSC 713. situations to the Architect for conformance to the building design. Upon the See detail 13/D1 for diagram of specifics. Architect's approval,they shall be submitted to the Building Official for D7 Details 16.Milbrandt Architects is not responsible for construction means,methods, approval. Firestopping shall not be installed without City approval. techniques or procedures,or for the safety precautions and programs in 4. Electrical and P1 umbing design and drawings. connection with the work,and is not responsible for the failure of any 5. Pre-engineered and per-fabricated deck and stair guardrail and handrail 0) �; cv contractor or subcontractor to carry out the work in accordance with the systems. Drawings and calculations shall be reviewed and stamped by a State c GI various contract documents and or governing jurisdiction,regardless of what of Oregon Registered Engineer. INC M is shown on these drawings. PARKING (Based on Entire Site) En ACCEScam+ DESIGN LOADS . SIBILITY !Vehicles Required - Per Zoning Code Table 18.765.2 See Structural Notes on Sheet S 1. 112 Multi-family 1 bedroom units @ 1.25/DU= l5 T Reference: 2010 OSSC(State of Oregon Structural Specialty Code based on I 3 U. 2009 IBC),Chapter 11. 130 Multi-family 2 bedroom units @ 1.5/DU= 45 o 1 Detached single unit @ 1/DU _ 1; Erosion Control ,.t o All R-2 buildings are non-elevatored buildings. All residential units are one-story Sub-total: 61 Inspections Required d (1) welling units. By exception 2 to paragraph 1106.1.10.2 all units in this project ENERGY N OTES !Visitor stalls per 18.7656.030 E @ 15% 10 above the ground floor are exempt. There are 14 adaptable dwelling units in this I Total required: 71 • Clean Water project. Reference:2010 Oregon Energy Efficiency Specialty Code. Chapter 4. Vehicles Proposed (503)881 4444 - All residential units shall comply with the Prescriptive Envelope Requirements per 'Single car garages 45 Of the 76 parking stalls,45 are enclosed garages,of which 2%(one)are Open stalls including 2 accessible stalls _ 31 i" i Prior To ' .• c/} I m Table 401.1(1). Total Proposed: 76 Fir Erosion i Nor to Final Builcietg i c }- adaptable.That stall is located in Building 3. Of the 31 open public stalls,one is Additional Measure no. 5 from Table 401(2)has been selected. ' Z 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 Per Zoning Code Table 18.765.2 142 Multi-family units @ 1/2DU 21 Unit Summary (}Fir - ,j 11 Detached single unit with no requirement 0 r- 1st i 2nd 'Occupant "" "� """" "* '* "� `I En Total required: 211 I Space Unit Patio Garage Other Unit Deck Load i Conditionally Approved I I FIRE SYSTEMS VENTILATION NOTES UnitA 1BR/1BA 1 41 267 792 52 4 See Letter to:Follow I I Attach- .....$ Bicycles Proposed I 1 Unit B1 2BR/2BA 1039 77 229 34 I ! 5 I PennitN r her! reo 4-- "Alt., is 1111= All buildings shall have an NFPA 13R sprinkler system installed throughout I Room for one per garage 43 Unit B2 2BR/2BA ( 45 270 1118 71 6 A '� I. Outdoor air inlets shall be provided in windows as indicated on the Unit I A.« ". "'`�, , '' irk ►• "' 4110• including exterior balconies,decks and ground floor patios per 2010 OSSC P i Guest stalls _ 3 Garages _ ( 540 j ! By: iii►'. Date: arm _ Cl) 49 Utility Plans. See Energy Notes on sheet D5 for window requirements. Total Proposed: 46 V� Q� 903.2.8. 2. See Notes on Unit Plan Sheets for undercutting doors. I LIABILITY 3. See Unit Utility Plans for ventilation fans and locations. The Cil# Of Tigard and i#S ,�° U) Unless otherwise required by local codes,a manual fire alarm system is not City required for any buildings per 2010 OSSC 907.2.9 Exception 2 if sprinkler Building Areas employees shall not be 0 c •e" system includes occupant notification appliances that automatically activate Bldg Occupancy j Floor Unit Heated 1 Garages r Other I Covered j Floor I Building Area responsible for discrepancies ,y 0 � upon sprinkler waterflow. No. 1 Level 1 A Area B1 Area : B2 Area 4 Area Area 1 Unheated ; Area 1 Area i Area , Allowed �fhiCh may appear herein. CD > a) 0. RADON MITIGATION NOTES 1 4,5,6,7&8 R-2 1st 2 82 2 2078 2 901 22501 1532 681 1541 4004 ! 0 O igc Any alarms,bells or lights,due to the design of the sprinkler system or integral I I 2nd j 1584 2236 I 38201 3820 I 7824; 14000 l Address shall be p©lied with the sprinkler system shall be considered a part of the sprinkler system. The Reference: 2010 Oregon Structural Specialty Code- Special Amendment sprinkler system design therefore needs to include any and all integrated alarms. P ty P Arid VISible from s#ree#. C 'a (a 4,) it 4. um. P Y i Section 1812 Radon Mitigation 43 Plans ands specifications for sprinklers shall be submitted to the City of Tigard Final inspection approval is 6",� P P y g A Passive Subslab Depressurization System is proposed for this project. regUlred prIQC #Q QCCI'ipanCY. for review and approval before installation. See Radon Mitigation Notes on sheet D2. CO See Foundation Plan sheet A7 for location of Subslab Soil Exhaust System Ducts(SSESD) Approved plans 0, Co See 61D2 for detail of SSESD at slab-on-grade. shall be on job site. < V See 15/D4 for detail of SSESD at attic/roof. { FFICE COPY M 0 En 0, 0 W Job No.: 12-04 oSheet No.: Q _ .,- Al 0 . ,, Sheet Order: A B U F R E S D Y b udl Milbrundt Architects 25 Central Way, _Ste 210 Kirkland,Washington 98033 P 425,454.7130 F:425458.1208 `Web.;www;milbrondtorrh,com: 4%,...,�' te 4r TO LE AUG c""" DASHED LINE INDICATES EXTENT KIRKLAND, WAS R-12 Zoning OF RED PAINTED CURB WITH 5558 ` N. WHITE LETTERED NO PARKING •a) STORMWATER VAULT _* \\\ STENCIL AT 50' INTERVALS. �r n n C `\ I 4' WALK co \\ `\ 1 l r CIJ \ 1 Q -° N LA— VI cp cri "' BICYCLE \\ \ 8 PARKING STALLS _� illi STALL o r \\ \ AT 8.5'x18.5' a, Mq �_ ' 1 \ Zoning 20.00' % % % �./ % % 75ealaillidilill / ///'�%/j. MAIL a 20 FRONT % / .r A /� row/"_- � \\YARD / f� -- �I \.ETBACK i'!�/i%rJ��% ! ��/ % /% , 20.8' ! \\ "',, fI .. . f" /i.� �! 4 WALK \ I Eli �_. %/i► 3.67 4% 4'W' sl = a �� 10 PARKING STALLS -a L —\� / ��; \\ AT 8.5'x18.5' 0. Or • State Highway 217 10' SIDE YARD j , ''� • MUE-1 Zoning SETBACK AND I +�- -��'' ' ra 4 LANDSCAPE BUFFER C I "' to \ R-12 Zoning irk BICYCLE BICYCLE \\\ o 1� STALL ® \`\ 2 PARKING STALLS L° ill '\ \\ AT 8.5'x18.5' 4 4,1111\ Ai milli p Pt t \I I der r{ t , P I 'a a) N I 6-Plex , .-- p �. 9 PARKING STALLS 0 Er_ . ' /� " � "/s) \p p , AT 9'x18.5' N Bldg. `i• �,,4 v. .,. __.� o ., in M M13.67 - \ p o L M N. O I ASPHALT \p 6-Plex - PAVING SOUND WALL \-- 10' SIDE YARD Bldg. O SETBACK AND g. N LANDSCAPE BUFFER C -\ -__ ■3' \ \\ i 0 CO ti, o 10' SIDE c� R 12 Zoning YARD SETBACK all= _0 6 IN ..... .. 1 . /00,;,,,,44 NN, 13 a) M This site plan is a revision to the ff�I r �N, + m CO work indicated in previous �" .� 6'. �i ° Q submittals and reviewed under ,�/'` S \\.�:4 o City f Tigard SDR 2005-00011 .0 \ I�r �. and subsequent site planIr '� BICYCLE 1 r•►�'r ��►�, _ ,V-IN ' b' amendments. i� r r STALL 6-Flex ►►'�•r►��++� ►��+��►'�� ► ;. Bldg, .r'r ��♦�� ZZ de Key �'' _ ��i'��♦��'��►��♦fir- ••••.-•-•-.•. . N ii 6-Plex •..►r► ''��,{�� :�± �� .. ' 'r►-. • . . r • . ♦ . . • + .. S. %/ Existing Buildings ` Bldg. ,.- 'V ►.►� � � ,� �'' '�►� "�v' ,�,� . . • + • • ♦ . • • . .•. . T tio Site . ♦��r►�+��►��► _ .♦:•:•:♦:•:-:•:•:•:•:•:•:+:•:♦:•:•:•:•:•:+. . .-Vi�+r��r+�+i♦�♦�♦�♦�♦��,�.�♦�♦�.�.�� • • • • ♦ , • • • + • • • . • • • • • • • • • • 1" = 40' 4``'=' Applicable Buildings ►�/'�� '�� , = •+-r•r•`'• 1, •r•` •+••• •-`•'•-•`•r•r- +\ CD i MI 10' �♦.+.��► ,�,+ • • • • • • • • • r • • • • • • • • • • r • • • • • • • • 4, • • • • • • • . 1, • • • 4, . • . ♦♦♦��•♦ a u- littL . . . . • • + • • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • • • • •t - • •. . . . • • . ♦ ..L. • • . . . • . . • . . • r • ♦ ♦ • • • . • • . • .. . • . . . . • . . . • • • • • . • . . • • • • • • • ' dtl. w • • • • • • • • • • Allim. • AIL • • • • • • • • • • • • • • • • • • + r • • r • • • • • • • • • • • • • • • • • • • • r • • • • • • • r • • . • • • •.11111. • • • • • • • • • • • • • • • • • • • • r • • • • • • • • • • • • . + . • r • • • • • • • r ili • . • • • • 0. W . . . . . . . . . • • r . . • . . • . + • • • r • • • • • • V. • • • • • • • • . • • • • • • • • • • • • • • • • • • • ♦ • • • • • 1 . _ • • • • • • • • + • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • + . . • • • • • • • • •d,1• \ ■� ♦ ♦ ♦ ♦ . . . . ♦ ♦ ♦ ♦ ♦ . ♦ ♦ . + . . • r r • ♦ • • • • ♦ . • • • •.•••••••••••••.•.•.•••••••••••••••••••• • • . ♦ + • ♦ . . . . • t:!,i 0 MI ADHERE STAND r . + + • . • • • r . . r • Q TOSLAB WITH PRECAST CONCRETE . . . . . . • . • . . . . . . • . . . . . . . . . . . . . . . . + • • ♦ . . • r • • r . + • . • • . • . •1{f,. • • ♦ • • • • • r Q1 co WHEELSTAND WITH ♦ ♦ r • • • • • r . • • • • • • . • • r • • . • • • + • • r ♦ • © , • • • .,L.) .al, 13] CONSTRUCTION • • + . • . . • • • • • • • • • • ••• ••••• • • • • • • • • • • • • • • • • • • r • • ••• • • . • • + • • . ._II, cul ,,,,,> m CL ADHESIVE ,� WEEP HOLES . 143 Acres +t, ■ NW LE �t • r • • • ♦ • • • • • . r r • • • • • • • • + • • + • . • • • • • • • • ♦ • • • + aIllgOMIMIIIIMR /. Mr M 101, ♦. • • .�♦ r]111x ♦ ►♦•.+* r+r r•r r r r r•r•r r.•♦..r♦•+•••••••.+♦••+•+r•♦•♦r r••+••♦r r•♦r.r♦..••♦...• • + r i ► ♦ • ♦ ♦ I „ • �• -�' �.0 ' Er Ca 0 E 5V`` 4,10 0 IDENTIFYING SIDEWALK � + . • • . + • • + • + r • • •♦,+ ♦ ��.. ;�•,`+ � + • . • • +•• • • ••• • • • • • • • • r • • �, ` • • I ,I� �• 7:-*I' a ■ 31/2" CONCRETE �' ♦ f SIGNS , A;,, SIDEWALK ` ` ' 1,.. +. . . . . r • 4. . . . . . • . + • . • • • • • • • . + •P . . . • . . . • . • r r • • 4 CZ EYELET FOR I .' •+•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•r•r•.•••.•.•.•.•••.•.•.•.•.•+•.•.•.•.•.•r•r ••.•. ♦♦♦ 1POP �� PRECAST �� ,, ,, �� 'to; C LOCKINGBICYCLE r • . • r ••• • ••• • • • • • • • • • r ••• .II I -J CONC. �,,r • . �,•I.'�.J. • • • • . • • • . • * • .•• • • �� Q. A `�' ►a WHEEL- ,...•..•••+•+••+.•+•+• +••• ++••r••-•••IL• •//•••••••••-•••••••+•••• -• �� ,�� .� �jd /� Q • �� PRECAST CONCRETE STOP `* - �,, T,, �,ue , V 'e V V� •• 00 • • • • • • r • • • I• • • • • ♦ „ r • ♦ r • • r • WHEEL STAND „ , �� . • • • + • • .{I r • •_ + = . . .`'''' Y. •_ ,. ♦�+♦♦�♦��'�+ �♦�♦,� • o / \ a 4" PAINTED 18 W x 9'L �,,I�►', . • r . r • _ �- •- /��♦�•�� ►+--• ��' �� j/► 7 1'-0" Z STRIPES PAINTED �� +yir `, ,'' .411 ��. 4. ._. I. ¢ , I STRIPES �� li:►. •a ►%,O�b.��. ► � ♦♦.♦♦��'m��s��+�♦�+♦♦•+♦+♦��♦•�'♦�•��•'�� N 31/2" CONCRETE N BETWEEN AT 3' OC ■♦•�• ��•��•• ••��r♦ . • �� .►�� tQ SIDEWALK '� T REAR YARD LINE / '''",,� I 8.5' 9' 9' 9' ,, ,,h I • '( i ACCESSIBLE VAN STALL R-4.5 Zoning on 2'-6" . _ ACCESSIBLE CAR o al i I STALL Z Q _ W Job No.: 12-04 L BICYCLE STALL ACCESSIBLE STALL DETAIL ' Sheet No.: CNA A2 1/2" = 1'—O" 0 1" = 10' PLAN 0 CV Sheet Order: A B U F R E S D �w< B A ■ 49'-10" - All All 4'-4" 12'-10" 10'-7" 10'-11" 11'-2" ;, - t� 6'-5" 6'-5" 5'-71/4" 4'-11%4" 5'-5�2" 5'-5�2" 5'-4" 5'-10" !� � p 1 HOUR / � �4�C� ' 1 FIRE PARTITION vo D5 I i {' ( ` ' ! I b r a n d i I BETWEEN UNITS pcoue o O PERABLE I o PR 3-0 5-0 SH �� 1 I , I SIDE. 1 f' I \ N C f 1 C S I •B1 V1 I 494:Y - 1 I Patio `... /j 5-015-0 SL •�� 6-015-0 SL 1 // 25 Central Way, Ste 210 =�, 3-0 PA 8 1 Kirkland,Washington 98033 3/4' I' ;; .658.12118 -� — '� 325.45913111? dtx /- ) � � / 1 I 5 D4 II D1 Bedroom Q ' ©,© � �t D1 IIb , �, .' , are CIDff1t ❑ .�- ± , � �� o �i a r_ 7-0 5-o XOX 6'-7�2" 3'-8" Master i: �r 1�--� 3 3 Bedroom II O 0 I 3'-3/4" 3'-3/4" °M --�; --�` 1 HOUR I Dining �' 3 I' I TO LE AUG c-D I FIRE BARRIER -i I N• x I - r 4 BETWEEN o INSULATE ONE t _« 1 0 7 I KIRKLAND, WAS GARAGES AND M,,� _— Sprink!cr SIDE BETWEEN 1I �,,!'i ❑ �� r- , UNITS ' ° I o 5-0'BIPASS "' UNITS I, � 5558 ■ - .�►4�� - , 3�0 MTL - 5'-91f2" 5'-10" ;I I! � ,� 1 Living UNIT B1 I o i ,� . ° i' I 6 `" �, 45' S & P 3",�y 3'-O" .r 2'-7" �r a ❑ 7_ 0 D1 1 _ , 1 a iL = =_= _� �_ =.= c r3 L 0 MTh N 12" TOP ® +45" N 3-0 HCW II 1 z I, a ❑ - 1 -- 13'-3Y2" X11" 4'-3" 3'-332" '1 2'-3" S & P x II L ❑ ❑ ° ° Utilities 4'-4%2" C 5-6 BIFOLD C l C N \c-; I, cn y i — ' Y v II _ i N0 FILING o v I v� v� a W.I.C. a-0 I' / sEnt A i I MISC. PLAN CHANGES 1st FLOOR PLAN - - : I /6x6 POST I WASHER DRYER = I 8'-51/2" 11 = I '" - ------ _ "' A' - PER 1/4-SCALE PLAN / 3/32"=1'-.0" =I 16" SH 2'-11)2" s II �i = —76.I1Q 4'_4" 3'-7�" 2 �, Kitchen 2x6 n I' 1 2'-0" I-4/2r 0 X • o b --� - II Cr) s 3-0 MIL 1 N N A� .. 1, : INSUL 1 6'-2y" 3,_8" 2' s -----n M. Bath • 1 z .Q 1 l.f N o °N I 2 s n rt S & P „ 3-0 PKT II— u I I -a 2x6 ' I s N =-,-.. :�� N 2x6 ' k p 0 _ 0 1 r-r , 2 I Bath rn 60x321 I 1 =�, v� ° 1 w N ' I i I I DW c) = .I ,n ;n TUB -�� z 1, o z -4 • --M - L-I _ °>1,1 d o SHWR \ J )J �i II 7 0 o -s: S & P ® 2'i-3- a -' .' 1 , '`' I, 5 - _ ,,N I N cQv 0 �, 1 -I - 2xs 11 60x41 II " M o ' y r'``��` ; © 2 D1 a, l'I -.o TUB/SHWR II, .°, 0 ; ,, 5'-10" , 10'-81/2" FURR 2x6 ``' 1'1 � 11 a, -N • FURR 2x6 FROM CEILING IL__ ' -2x6-_A FROM HEADERS BOLLARD 2x4 2x4 .. TO BOTTOM _�- tL - II --'"--� :N a c TO BOTTOM OF STRINGERS I t* • AND INSULATE II s 0 OF STRINGERS WITH R21 I ^ 2'-6" 3'-6" 111 N T ( UP -�- AND INSULATE ° ¢' :� 2-8 SCW WITH R21 I '`) 1, a, csi "1 �n I -I S\ /4HR -CLOSING 11 ° D4 Unit B2 Unit B1 Unit A i' A.------ 1 0 )TYP. Unit B2 • Garage Garage Garage o II�'` \ , t� 0 5 g 2 • N jtr 2 `'' 01 .4- D1 = II .0 N 2 D1 I 1 r n I. Z o O I ,.— • N � UP I, J 1 2-8 Scilly a 4'-9" 1 3/4 HE II b, 4 fx s D7 SELF-CL I ING I I L --.- I o STONE 4 1 1 1 --r ci VENEER D5 Unit- o -11 C 0 >. oz II J 2N L 11'-5%2" 11'-332" 11'-9" En '� 11 DJ_ a Q i ROOF ABOVE •{ `\ L- 8-0 7-0 SOHO 8-0 7-0 SOHO 8-0 740 SOHD ` •� N ` - * - J ,1 N--STONE I I IDECK I 6 4 I VENEER I I 0 ABOVE I D1 N D5 J 8 I I 1.3 - M , I , 4-6_ D4 1 9 i 1 ..11, -,8x8 POSTS 1 I 1 ■ , °' a II ------- TYPICAL -4 �+ - API y i ( 'J 1 I �� ROOF PLATE HEIGHT T L I, I I ABOVE 1 IS 8'-1" AT I 11'I-9)/4" D4 I 10'-F11j/2" I 11'51/2" ' 5'-10)/4" 1ST FLOOR ` 5'-111/2" 1 11'-3y2" 1 11'-3y2" I 5'-11%2" I = WINDOW HDR i fi 5'-5Y2" 34'-6" IS 7'-0" co 5'-6�2" , UNLESS NOTED 45'-6" i SEE A17 & A18 ma: FOR INTERIOR ion .1.a UNIT B1 FLOOR PLAN ELEVATIONS m a 1/4"=1'-0" 1st FLOOR LEVEL E N o c _ N O T E S FRAMING: 2x6's AT EXTERIOR WALLS PROVIDE 3" PLYWOOD UNDER TUB IN PLACE INSULATION 0 > i O. CD 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. SLAB EDGE PERIMETER - R-15 RIC (l 0 E UNLESS NOTED OTHERWISE. PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER WALLS: FIBERGLASS BATTS OR BLANKETS c • R-21 BATT INSULATION TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT t0 2x6 WALLS - R21 ty ' R-13 BATT INSULATION - ONE OF 70" MINIMUM ABOVE THE DRAIN INLET. R-13 OF PARTY WALL UN O. FLOORS OVER UNHEATED SPACES - R-30 i• •1•f CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH NO PLUMBING SHALL BE LOCATED IN THE 1" AIR ATTICS AT TRUSSES - R-49* G �E DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. SPACE IN THE PARTY WALLS. ha. TYPICAL. ALL BEDROOM AND BATHROOM DOORS SHALL BE EXTERIOR DOORS: MAIN ENTRY U=0.20 0 UNDERCUT A MINIMUM OF 3/4" ABOVE THE ADJACENT ALL OTHERS U=0.40 < fJ .vigi :No 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 DIMENSION SHALL BE 24". MINIMUM CLEAR OPENING THE FRONT DOOR SHALL BE OPENABLE FROM THE SLIDING 6110 ARGON/LoE 0.31 INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 D WIDTH DIMENSION SHALL BE 20". SILL HEIGHT SHALL BE KNOWLEDGE OR EFFORT. IT MAY BE PROVIDED WITH A SINGLE HUNG 6210 ARGON/LoE 0.31 M NOT MORE THAN 44" ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 8125 ARGON/LoE 0.32 WINDOWS MORE THAN 7' ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON/LoE 0.30 NOT LESS THAN 24" ABOVE FINISH FLOOR. INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND itim MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED *R-49 INSUL. REQUIRED PER SELECTED MEASURE E al ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC. m CHAPTER 24, SEC. 2406, SAFETY GLAZING. GLAZING IN IN ADDITION, 75% OF LAMPS IN PERMANENTLY ALL DOORS SHALL BE SAFETY TYPE AND ALL GLAZING THE ELECTRIC FIREPLACE SHALL BE LISTED BY UL OR INSTALLED LIGHTING FIXTURES MUST BE EITHER w 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 Q GYPSUM WALLBOARD SCHEDULE M Sheet No.: PROVIDE �'a" (MIN.) GYPSUM SHEATHING ON - WALLS BEHIND TUB/SHOWERS TO SATISFY FIRE 5/8" GYPSUM WALLBOARD SHALL BE USED o A3 REQUIREMENTS AT PARTYWALL CONDITION. THROUGHOUT ON INTERIOR WALLS EXCEPT pp p R AS NOTED. Sheet Order: A B U F R E S D . B 45'-6" „'.. ' � A All 12'-10" 10'-7" 10'-11" 11'-2" ' All I 6'-5" 6'-5" 5'-7y4" 4'-113/4" 5'-53/2" 5'-53/2" 5'-4" 5'-10" --1- 4 42" HIGH GUARDRAIL 6 I '1 HOUR --- ♦ �. I ♦—�. r q 1 ' ,' FIRE PARTITION - D5 b b I b _ OPERABLE I I o 04 BETWEEN UNITS I N I N 5 OVER F SIDE I I�� N Ic Deck '� RAISE .''— _ .., -�—'r--•i 5-0 4-6 SL •1 k f,...� 1 ` ` B2 �+ B2 SEE 10/D3 FOR I PLATE -4 1,_ 5-015-0 SL 6-0 5-0 SL \ if�� ,4 DECK DETAIL 244 " 3-0 PA 7 y 25:Centrist Ste 210 ---;..)s---- -- A ( THIS , 5 D4 1' Kirkland,Washington 480 3 Ial i Millis f I ----a D1 WALL D1 11 p.425.4$4i130 F 425658'1208 o row ©0! o Master i PR 3-6 1-6 F I Dining Bedroom CI reUM , IL o . r • ►'�;�► OVER Bedroom , up A MI �p i ''`' � "''' S I # �� !2'-0Y2"1'-93/4' �, I 4,r TO LE AUG c"� - 11111re11111 �- y �' :_ — F_ _ -- e �� 3T0 3'-8 2" �2'-2 2"x 3'-0" ) 2�-8�2" (' ill _ KIRKLAND, WAS ❑ ��is ', L 1ell� ❑ Living UNIT B2 45' 45• BIF�LD 1I /� g �" 5558 �4 / ' i HIGH CEWNG ;,1 k�G ,..(1.N (I � n R �I ,, : `L S & P it OF ll A A F o❑ — --- --- — ❑ _ il II �i 12'-3 , " Z-8 " " " 6'-2 " ---, Lo = u' l� —� c ----- ----- �2" 3-3 �2 3-3 2'-6 �2 �n 1❑ Il ❑ ' C� +46t" 5-6 BIFOLD 0�' I2Q'x30 I 2-6 HC 5 SH.11,I o �' N C C ATTIC ILJ) -i 8'-7 ♦ -'k IACCESSE % i� �" ., 3'-S" t 45V I __ 5 SH. r1 C r M 1I a L.J� s ;.� ry+6,� WASHER DRYER -N 1' _ 12" I i i+�` • " V U 45' II in c v. A MISC. PLAN CHANGES 6 -PLEX 2nd FLOOR PLAN u, 12 PLANT SHELF ! ; 16' SH. I Batih I. .3 a PER 1/4-SCALE PLAN __ co AT 8'-2/2" PLATE -N fl o G� i' ;>. z 3/32"=1'-O" ♦ - —o I ,! -, 1-- 2x6 -,,r I a_ i`� 0 11 -N - 1 60x32 " �L/ ..y TOP @ +43 I 112'+8" 0., TUB S-8" N II ° i ♦ �* 1�k IN I N I DW ( Kitchen ` SHWR 9'-101/2" YV.�.C. l� ice, Q s �-4 i 4 d- . I »- M ! t -1y2" Bath = ....^.I, ° -a _ a, HIGH 3 6" Jr ( 0 DN 1D I o I ° Q 0 "' I I w ° . `' � 1 ¢ w N L J I CLG. •4 9 M �I I N 'j- ! -0 ---- -------J o 1 �t L N tom= 1' Z o °---- r I I �' i LL�� S & P -��i∎ PW o rr. •I co_ �� 1� ��60x41 ='�� LINEN - - _ 4 r S & P 60x41 , II r.16" SH. . -� -�-- -� 'i TUBfSNWR i' N o D3 I TUB t_' --� DRYER WASHER ° ^ O 0 D1 I 6" W5111 II 5'-8„ ll I co o _ -�, I, SHWR v �' I �r! II "' �♦ ►� I 11 - 3'-11" l'-9" i. Bath - .. Kitchen - .i ' L- _ _ ll -- - _ C �. I �, 0 1 /� o I 5-6 BIFOLD , 1 N _ I " .) 9'-0 " �I I� U II .1,--),—-—r`—=`-7. '", J �? 6-1 �2 .1 M = 00 17 1, I N DN I i S & P V 2-4 HCW I, `�' � 0 ) D1 11 �°') r E �__ ' V '��' t-1 '� ♦ 1 c 3-0 PKTC C - , i f -N I II ♦ cy • i o_ 2-4 HCW 14 . 30. W N _ r ��i '.t DW I TOP @ +43" II °' = in r °p `'1' YY.I.C. ♦ -- D4 1 C 1 2xs J, N♦ II ` . LJ. N L AC _ I . oI ,2" TOP 1 r3'-6" 9'-3'/2" ® +45" J 2'-10" 4'-2" 5'-0" 1I L ! S & P (I N A T it r7� . ♦ I• ... :� 5 Z .- O . 1 Bedroom D1 UNIT A /� ji N D1 i Dining /1 C'-7" 1'-11'11 D. INSULATE FLOORS o r OVER GARAGES Living -613-0 F1' 1I U .;-- •J Ca . • w- I • 11'-9" 10'-10" „" I o m s' f2-0 2 3'-6" I 1� $ Q - ` . 5-015-0 SL f o Z 8-0 6- —10 SGD �_: ♦ u. i 0 I , : I I 7-0 5-0 XOX i : .,...i I r i. Deck 1 o 42" HIGH I SEE 10/D3 FOR D1 PLATE HEIGHT ;; ;- GUARDRAIL, DECK DETAIL IS 8'-21/2" AT g H al 2ND FLOOR "' ;r I I I WINDOW HDR ' IS 7'-1" 5'-1132" ' 5'-91/2" 5'-6" ' S'-4" 5'-111/2" 5'-11%2" k i• 4. , f UNLESS NOTED 5'-5;2" 22'-7" 11'-11" 5'-632" 45'-6" I SEE A17 & A18 FOR INTERIOR ■■ UNITS A & B2 FLOOR PLAN ELEVATIONS (1) 091/4"=1'-0" 2nd FLOOR LEVEL E Cl) GROUND FLOOR SLAB TO G . .E. 2ND FLOOR IS 9'-0" N O T E S tv 0 c TOP OF SHELF 203/4" 231/4" 5TRC�DiO"=4'-2" 4" 14 EQUAL RISERS AT 7.71" " ;�► FRAMING: 2x6 s AT EXTERIOR WALLS PROVIDE 4/a PLYWOOD UNDER TUB IN PLACE I N S U LATI o N AT 2ND FLOOR . . MAX. RISER HEIGHT: 8" Q? L SHEATHING LEVEL 2x4's AT INTERIOR WALLS OF THE GYPCRETE, SEE DETAIL 17/D1. 5TR®10"=4'-2" 3'-8" r UNLESS NOTED OTHERWISE. SLAB EDGE PERIMETER - R-15 d , E +a visa♦ I PROVIDE WATER RESISTANT GYPSUM WALLBOARD UNDER C 'Q Q =ter 9 10 11 12 13 14 TUB AND SHOWER ENCLOSURE MATERIALS TO A HEIGHT 2x6 WALLS FIBERGLASS BATCS OR BLANKETS 2x6 WALLS - R21 tfi 0 8 , R-21 BATT INSULATION g I _ - OF 70" MINIMUM ABOVE THE DRAIN INLET. N — I L__—_—_—_ R-13 BATT INSULATION - ONE •- : ` 45' " - SIDE OF PARTY WALL UNO. FLOORS OVER UNHEATED SPACES - R-30 H ._ t6� NO PLUMBING SHALL BE LOCATED IN THE 1" AIR ATTICS AT TRUSSES - R-49* `�' N 7 ( -—_=_ CONCEALED SPACES SHALL BE FIRESTOPPED IN BOTH SPACE IN THE PARTY WALLS. CO Q E .,-- b♦ 1-;:-; I I DIRECTIONS AT 10'-0" ON CENTER AND AT FLOORS. ALL BEDROOM AND BATHROOM DOORS SHALL BE EXTERIOR DOORS: MAIN ENTRY U=0.20 �' �'' 0 6 , i, In TYPICAL. ALL OTHERS U=0.40 t. ;I 5 '� 1Y2" HARDWOOD - . I UNDERCUT A MINIMUM OF 3/4" ABOVE THE ADJACENT :,,.,, U I ALL ESCAPE OR RESCUE WINDOWS FROM SLEEPING ROOMS II 4 HANDRAIL @ 36" " ` �� FLOOR COVERING. WINDOWS: MILGARD VINYL 'E . 0 4" I - SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 ABOVE NOSING I b TYPE (VINYL) MODEL U n ® 3 RETURN TO WALL " ( SQUARE FEET. THE MINIMUM CLEAR OPENING HEIGHT SLIDING 6110 ARGON/LoE 0.31 THE FRONT DOOR SHALL BE OPENABLE FROM THE / cr 2 III AT ENDS 1 Y2 0 HARDWOOD i -II DIMENSION SHALL BE 24 . MINIMUM CLEAR OPENING INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL FIXED 6310 ARGON/LoE 0.29 co 1 HANDRAIL ® 36" b 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 f.:3 =c 4•• t= ABOVE NOSING , ® NOT MORE THAN 44" ABOVE THE FLOOR. ALL OPERABLE NIGHT LATCH, DEAD BOLT OR SECURITY CHAIN, DBL. SLIDER 8125 ARGON/LoE 0.32 k♦ UP GROUND FLOOR SLAB TO ,�. RETURN TO WALL I I cr WINDOWS MORE THAN 7' ABOVE GRADE SHALL HAVE SILL PROVIDED SUCH DEVICES ARE OPENABLE FROM THE SGD 6610 ARGON/LoE 0.30 2ND FLOOR IS 9'-0" ►- INSIDE WITHOUT THE USE OF A KEY OR TOOL, AND IDS 14 EQUAL RISERS AT 7.71" AT ENDS , w NOT LESS THAN 24" ABOVE FINISH FLOOR. o �t MOUNTED NOT TO EXCEED 48" ABOVE THE FINISHED *R-49 INSUL. REQUIRED PER SELECTED MEASURE " MAX. RISER HEIGHT: 8" L I _ ` o JUP ALL GLAZING SHALL CONFORM TO THE 2010 OSSC, FLOOR. NO. 5 IN TABLE 401.1(2) OF THE 2010 OEESC. m I "� 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 1 _ UNIT B2 STAIR PLAN UNIT A STAIR PLAN WITHIN A 24" ARC OF EITHER VERTICAL EDGE SHALL BE SAFETY TYPE. FM AND SHALL BE INSTALLED IN ACCORDANCE WITH THAT LISTING. COMPACT (CFL) OR LINEAR FLUORESCENT OR A MINIMUM EFFICACY OF 40 LUMENS PER WATT Job No.: 12-04 1/4„=1 -0" 1/4"=V-0”-0" PROVIDE %" ; lYf I I II \ft T Milbrandt S l obow t dBH I Arc it cts TECH 0 t. v Patio 1000W PORT 1000W BBH BBH 25 Ce tral. ay,;;:Ue 2;I o• NOTE: UTILITY CLOSETS I Kirkland,Washiragtoaa 98033. P CIS + 7I3Q` R425.658.1208 OCCUR AT ONLY ONE S "�' Bedroom END OF EACH BUILDING. b Dinin -6 ::01,0,;." %v a 11x,(.1.14�rrth,toc :: r •■.$ q.p h OD 4 PROVIDE 250W BBH IN SPRINKLER ROOM 750W \\ PORT Master Bedroom SET AT 50'F Sprinkler BBH S` -n % A \ " I I TO LE AUG c�-D �.\ 11 N PC •(/) _ u,..' SD ,-/ `-- KIRKLAND, W' /� �r / 5558 ' A d TECH – I �� I ELEC ` PORT Living -i-----I-- ; 'PANEL SD ` ' " V ,� 1Ni ,. :0 OF ° ' UNIT B1 � 10"x10" I PC`t' �, f GRILLE VENT Utilities L^ 7BBH 111 TCL, PORT T 11 IN LINTEL /. i Ii r - - _ N..T.VC (nr:----1,_(-4. 50* ri r . H /-i 1 IEDRYS• RADO N 1 a wp4P -\ Entry RADON . -- - , . '�� - � oltl I VTR �^ 250W TOE I o `•;VTR \ r i5 �� I WIC '3'KICK HEATER .,Kitchen , . . S = TO PHOTOCELL -- —' / O 4> ? 1 \ c 250W BBH KAI• + i I Bath 1 /- 1 ( 6 N. ---- , ,► ► -„ M. Bath .41 W0 ,. cn-- IT '''� I / / 1-1---if-� / _ -. /' U c �f Q � IdW \ � ./.--- � a AK k I \'.� REF ti." 500W \ -�/ 80 W g 0 / PC - (` Fl ;�5 I �._._._. \. IJj g• BBH ` �f' _ 111 ' Lt. I I 0 Z ----- - --- - ----- - ------- - o c"4 i UNDER-CABINET LIGHTING I ©p 40 PB \ I r I % I L-.o_ M a ,° Q ° 0 � 11 / \.\ I I l \ / \ \ i o SD \ / \ •\ I-----t a I C8 fit! D OE ∎.- WV —.— /. \ / / �. \ •� /. \ /• -� /• • . \ •- PB /. \ /. \ / \\ \ Uni B2 50oW / .\ / -\ / \\\ \ i-. '• Ent BBH _ -\ \ I , i r \ , t t 1. 1\-\ l r—' -- UP i < o CZI I \ I \ I .\\. I S' TO PHOTOCELL -' I I I 1 I I!I I nit A I Q. Unit B2 ► Unit B1 ; Unit A - I- I .; I E . lia >- 0 ; Garage ; I Garage ; ; Garage I L I }— .PB W tr1 L - I I I I I I 500W L_J m D I I 1 1 1 i BBH - DI— ' 1 3 Q ■•■• '<1 "1".."'j"'<1. rf. '""""4. /1". (11:vp-(>-I `----*- TO PHOTDCELL I- J I I D _ - I I C ❑ DI L - 6 . 1 a 15 u L J U N IT B1 UTILITY PLAN 1/4"=1'—0" 1st FLOOR LEVEL II NM +V/ vela Y) (7, 0 E Cl) o 0 c IE 0 8, E LEGTR I GAL LEGEND © Q _ w TES EN ER N OTES VENTI LATI 0 N N OTES DUPLEX RECEPTACLE OUTLET • DIRECTIONAL CEILING RECESSED CEILING EXHAUST FAN I METER CENTER *� _ 6 () GENERAL_ N O �, 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. MOUNTED LIGHT '0 50 CFM MIN, 3 SONES MAX, .a LAYOUT. THE ELECTRICAL CONTRACT IS ON A DESIGN-BUILD THE GROUND AND TERMINATE AT A POINT NO LESS THAN ON SHEETS Al & D5. DUPLEX RECEPTACLE OUTLET 4" ROUND DUCT. SEE 15/D1 I I ELECTRICAL PANEL E ac ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL SPLIT WIRED (SWITCH TOP HALF) ~ BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE 6" AND NO MORE THAN 24" ABOVE THE GROUND. � � ) CEILING MOUNTED LIGHT BBH ELECTRIC BASEBOARD '+� APPROVED BY THE OWNER AND SHALL CONFORM TO THE WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER © RECESSED CEILING EXHAUST HEATER a a o 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. M-. DUPLEX RECEPTACLE OUTLET 80 FAN UTONE QT80, 80 CFM, 3 ON THIS DRAWING. WALLS SHALL BE OF STEEL OR OTHER APPROVED ELECTRIC HEAT INDICATED IN THE UNIT IS BASED MICROWAVE a RECESSED CEILING LIGHT; SONES MAX, 4" ROUND SMOOTH OT THERMOSTAT < 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 lia •e-a ("} 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. i@e 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) mw MICROWAVE OVEN/RANGE HOOD WITH BATTERY BACKUP 0 C 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. -0" WALL MOUNTED LIGHT L—_1 COMBINATION, 150 CFM, 3 SONES SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF/CEILING ASSEMBLIES UNCONDITIONED SPACES SHALL BE INSULATED WITH Q JUNCTION BOX SMOOTH DUCT. © CARBON MONOXIDE ALARM Q ABOVE FLOOR. GREATER THAN 16 SQ. IN. SUCH AS RECESSED LIGHTS R-3 INSULATION WHICH HAS A FLAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH A [• DOUBLE TUBE FLUORESCENT I '�U�',` AUDIBLE SPRINKLER M MAY BE USED IF THE BOXES ARE IDENTIFIED AS 25 OR LESS. 4" OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS ® TECH PORT CEILING MOUNTED LIGHT H RECESSED HEAT LAMP - OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM 1 NUTONE 9410H, 250W LAMP SFA FLOW ALARM I 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.T TELEPHONE JACK Q CEILING MOUNTED TRACK LIGHT CEILING FIXTURE. SEE 12/D1 La - SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WILL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO L $1,8 PUSH BUTTON ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE- RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. TV TELEVISION JACK WALL UNIT HEATER m OcD En GO HEAT LAMP, EXHAUST FAN --- VTR VENT THROUGH ROOF SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. COMBINATION RECESSED CEILING < WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH FIXTURE - 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR z 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. 0 WINDOW WITH OUTDOOR g 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 15/01 FOR DUCT RUNS IN LINED JOIST BAY. SEE 15/D1 a co Sheet No.: " ABOVE ANY CONTROLS. D1M. 150(� KITCHEN HOOD EXHAUST FAN A5 A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED $ DIMMER SWITCH 11 TECH PANEL ® RADON VENT Q- FOR OVERCURRENT PROTECTION, AND SHALL SOUND AN 150 CFM MINIMUM � 0 A WATER HEATERS SHALL BE PROVIDED WITH A PRESSURE/ ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE $ TIMER SWITCH AA TEMPERATURE RELIEF VALVE THAT IS CONNECTED TO A DWELLING IN WHICH THEY ARE LOCATED. Sheet Order: B U F R E S cc��D s Milbra ndi. Architects S 1000W e e. e BBH E TECH I — 25,Central.Way,_:Ste,;2I0 : Deck �1 �I� 750W PORT 1000W Kirkland,WaShringtan 98033 BBH Bedroom - BBH p.425.454 J'13 f 4M5,658.1208 ..Web .wiir r rribrtin� lprcto(I)m, , .----0-AP --(;)- _g A I I i Dining • Master Bedroom 0,tr 4 .._. ' j d TECH I ,•,,, ,#' r - -_._ _ \ \ \ - i �ORT ITO LE AUG ' /�� KIRKLAND WAS \ 1 sD 1 • T \ d 5558 `\ \ l I I TEC • i,.. - , - - ' O F v A ORT Living `.� UNIT B2 - , ' �,.�� \ TV I c.n�" SD .�- � � 10"x10" cn- - I g GRILLE VENT SFA SD \- IN LINTEL 8 LI ), „, :a .r, ._ .,,._. III , �'�- - -i10 I� I V V I i - I Q i ----lii i t LI I p 50 A ELEC ,,r� 1 I +ala r�� - PANEL M Bath , (L JL _ 1000W WALL I " REF I WASHER- DRYE \ ' •° v -- 750W I UNIT HEATER �� %�►t I l- I i \� I - I ��,,y4• . I I -iii 30TH T I oe BBH - ,.)1T„,�'C- �� // I CH _ UNDER,-CABINET r ' °� `�'� ' • - Kitchen ! \ 'OR11 W TECH 1 LIGHTING ' 'I I / T" I CD :_ v3 PORT RADON .�.�„�44 — �- OR 250W BBH / j \ 250W z /T\ 7 RADON BBH 44 Q Tv (� VTR .`t' I +Ian c ( 80 I I VTR v r. v DW — — r II I Bath �— I W r , \.\ Entry \. �' ►. ' W.LC. r r Z I I L J ------ - -- I I 44 - l` 44') 44 - 1 !I N r El- tk.. 0 - 3 111 Ti (la? IL x — x ID 1; — — E me 0 a� -c .i. a,— j 1 ------- r�� `` 11�D k! --- ()x � ►�1�►� Illi Iii I M o •T• `t +`4e. BOTH IMt , ru --- �4 r v+44. UNEN _ _ Lo_oJ . I - Q DRYER WASI %1 +j -i n r1,; 0 ._. al.Bath _. E 0 -- . - _� - L--- -- _ - - - 10"x10» I, `� /� 1 1 3$•----._._. "- - GRILLE VENT -I 80 IN LINTEL ■ , • -I!REF! ` SD ON o } yJ a I 500W BBH i 1 It then I__� is I• c4 cm r c__, J r 3 i I c in • ELEC PANEL SFA:0:TECH'� Livr-1 9W +42 0 I 1 I W.LC.1� - — —.— —.__tn I 1000W WALL i : 4 _HEATER — c �- L _ E t I z o 0 TECH 1 ' ° N d PORT UNIT A ; I J N ■ a- Bedraam TECH • >- LMng `� PORT i H r 7 \ Q I ....! >. L J \ � ■ = \ Q PORT Dining \ m o 1000W BBH -1 3 miliiimma �.. 1 at_ db 1500W BBH 1b ' o • Deck s L °' ALL FANS AND et CLOTHES DRYERS AT THIS LEVEL VENT THROUGH ROOF UNITS A & B2 UTILITY PLANS En 1/4"=V-0” 2nd FLOOR LEVEL .® 4,.r (7 E N - co 114 co o> a CI ELECTRICAL LEGEND t�? o o C _ w ENERGY NOTES VENTILATION NOTES & DUPLEX RECEPTACLE OUTLET • DIRECTIONAL CEILING ' ' RECESSED CEILING EXHAUST FAN I `� I METER CENTER E _ �„� GENERAL NOTES ,fy � cc 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. MOUNTED LIGHT 50 50 CFM MIN, 3 SONES MAX, ai 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 I I ELECTRICAL PANEL � f ALL EXHAUST DUCTS SHALL BE RIGID METAL, AND SHALL SPLIT WIRED (SWITCH TOP HALF) ~ BASIS. ELECTRICAL CONTRACTOR'S DESIGN SHALL BE 6" AND NO MORE THAN 24" ABOVE THE GROUND. � -0- CEILING MOUNTED LIGHT � RECESSED CEILING EXHAUST � ELECTRIC BASEBOARD '+' APPROVED BY THE OWNER AND SHALL CONFORM TO THE WATER HEATER SHALL BE FUELED BY ELECTRICITY. BE FITTED WITH A TIGHT FITTING BACKDRAFT DAMPER HEATER C CO CAPABLE OF CLOSING WHEN THE FAN IS NOT IN USE. DUPLEX RECEPTACLE OUTLET 80 FAN UTONE QT80, 80 CFM, 3 0. A E APPLICABLE ELECTRIC CODE REGARDLESS OF WHAT IS SHOWN INDIVIDUAL ELECTRICAL OUTLET BOXES IN FIRE-RATED M MICROWAVE rag RECESSED CEILING LIGHT; SONES MAX 4" ROUND SMOOTH T THERMOSTAT �' ON THIS DRAWING. WALLS SHALL BE OF STEEL OR OTHER APPROVED ELECTRIC HEAT INDICATED IN THE UNIT IS BASED < •� 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 •�•f 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 •= I� CONTROLS SHALL BE PER OSSC 1110.3 AND NOT LESS THAN WALLS AND BEARING WALLS ARE FIRE-RATED. 208v (R: RANGE, D: DRYER) MW MICROWAVE OVEN/RANGE HOOD WITH BATTERY BACKUP tO 36 INCHES ABOVE FLOOR. ELECTRICAL AND COMMUNICATIONS HOT AND COLD WATER HEATER PIPES IN TOP FLOOR EXHAUST FANS SHALL VENT THROUGH ROOF. " WALL MOUNTED LIGHT L__-1 COMBINATION, 150 CFM, 3 SONES SYSTEMS ON WALLS SHALL BE MOUNTED A MIN. OF 15 INCHES STEEL ELECTRICAL BOXES IN ROOF/CEILING ASSEMBLIES UNCONDITIONED SPACES SHALL BE INSULATED WITH Q JUNCTION BOX SMOOTH DUCT. © CARBON MONOXIDE ALARM ABOVE FLOOR. GREATER THAN 16 SQ. IN. SUCH AS RECESSED LIGHTS R-3 INSULATION WHICH HAS A FLAME SPREAD OF DRYER EXHAUST DUCT SHALL BE 4" RIGID METAL WITH A [. DOUBLE TUBE FLUORESCENT M Aik MAY BE USED IF THE BOXES ARE IDENTIFIED AS 25 OR LESS. 4" OPENING ON THE EXHAUST HOOD. THE DRYERS DUCTS a TECH PORT CEILING MOUNTED LIGHT RECESSED HEAT LAMP - 0 AUDIBLE SPRINKLER OUTLETS, SWITCHES, TELEPHONE AND TV, ETC. BOXES IN APPROVED UNITS FOR FIRE-RESISTIVE CONSTRUCTION SHALL BE GALVANIZED STEEL OR ALUMINUM, MINIMUM I NUTONE 9410H, 250W LAMP SFA FLOW ALARM TE " 0.016 THICK. THE DRYERS SHALL BE GENERAL L.T TELEPHONE JACK V CEILING FIXTURE. SEE 12 D1 i` PARTY WALLS OF ONE UNIT SHALL BE IN DIFFERENT STUD AND THE BOXES ARE "TENTED" WITH APPROVED CEILING MOUNTED TRACK LIGHT / PB PUSH BUTTON SPACES THAN THOSE IN THE ADJACENT UNIT. NO TWO MATERIALS INSTALLED IN SUCH A FASHION THAT WILL ELECTRIC. DRYERS SHALL BE INSTALLED ACCORDING TO A $ ADJACENT UNITS SHALL HAVE SUCH BOXES IN THE SAME STUD MAINTAIN THE FIRE- RESISTIVENESS OF THE CEILING MANUFACTURER'S INSTALLATION INSTRUCTIONS ON SITE. IN) TELEVISION JACK WALL UNIT HEATER m HEAT LAMP, EXHAUST FAN ge co SPACE. BOXES SHALL BE SEPARATED HORIZONTALLY BY 24". ASSEMBLY. THIS DOES NOT APPLY AT ROOF/CEILING. �� COMBINATION RECESSED CEILING VTR VENT THROUGH ROOF < WINDOW OUTDOOR AIR INLETS SHALL PROVIDE THE $ SINGLE POLE SWITCH FIXTURE - 250W LAMP, 50 CFM PHOTOCELL SAFETY SENSOR Z 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. ., < v) WINDOW WITH OUTDOOR S Job No.: 12-04 THE UPPER 1/3 AND THE LOWER 1/3 OF ITS VERTICAL BACK-UP, SHALL EMIT A SIGNAL WHEN BATTERIES ARE $3 THREE WAY SWITCH MIN., 3 SONES, 4" ROUND DUCT. SEE 15 D1 AIR INLET Lo _ 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. / Q Sheet No.: A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED $ DIMMER SWITCH C TECH PANEL ® RADON VENT Q ABOVE ANY CONTROLS. DIM. Aso Q KITCHEN HOOD EXHAUST FAN 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" I n 45'-6 ,r - - - .. 49'-10" - ,. � � � 12'-10" 10'-7" 10'-11"/2\ /2\11'-2" 11'-2" /2\ /z\10'-11" 10'-7" 12'-10" 4'-4" wwIV IIMwPOr ® (sws) (SW6) I sw SW6 SW6 sws (� ` _ , t lift D2 SW6 1 l I ° SW6 I SW6 ° I _l: i sws ° D2 -6Y2» 3 __ _Li r D2 6/2 w � STHD14, STHD14 • L iv i3'_ J STHDi4 STHD14 L_� _, D2 I g I 3Y2" CONCRETE = \ I 1 I• I 3Y2 CONCRETE - ( j {�. t_ _ `.. , PATIO SLAB , » 1Y! i I b r I n t» PATIO SLAB ' ' -I _ J _L__ 0-0 1 -� • STHD14 STHD14 J ; I 0 0 o , E } e p { 3�4" 4 fO I STHD14 LTHD14-i I I •STHD14 • 1 0 334" I� ! 1 �r 4 f s•f D2 -4" 4' SW6 I ' ' I I s'" -4 D2 ``' 2 `I ¢fit p1 Way-,. Ste,.210 R * t� 1 4" SLEEVE FOR RADON I _ 9 I L. . , , Kirklund,,VV shingt n 98033 SW6 , I _� GAS TRANSMISSION, TYP. ^ I D2 i •\ . ..... . . o -I- ---/// j ,---�--1, o L-�. L SW6 _— .1::.40.041.110 F $y,.. „:2O8 " J I �I---�--N ' ,►--- --F' I J 1. — 1 # r r' randti ch c n .p� �,1 HDU2 0 I 21'-93'4" 'Cm , a� 21'-9)4" I o HDU2 I. 1 ` ^` .:��. .I ;' 3n 3 " n I , I. - I op'I `a 6'-4" 3-113'2" 5'-5" 6 -0/4 6-0/4 5'-5" 3-113'2 6'-4" I � I. I--- , -� --_, 1 ��`1 ` r I :I a "1 fl • 3 x CONC. SLAB I j t -I- j I E t I I Min CONC. SLAB A CONDITION r , I SW6 , �� I CONDITION • A WITHOUT OVER 6 MIL. l I -I---- . ----+--� ' -'�- 1---- --* I , OVER 6 MIL. WI-11-1 A rTOLE AUG c'� O VAPOR BARRIER _ ` I --_ I 1 I r_ _� I / ,� ) VAPOR„BARRIER UTILITY UTILITY c \ I I r- I I I SW6 To SW6 CLOSETS i . J I ' I 4 I 1 � I L �� AND 6” GRAVEL 1 10-AND 6 GRAVEL / CLOSETS KIRKLAN 45' �I �I 11 i SW6 I 7 I I `I j I ----- i 45' , " • 3Y2" -03 7_ r- 5558 �� _ I I - ; J N I L M-11-----I- I -4-----f1--J I L » SLAB �� 1ti !nt � � � � ® r ' " 10 m 42x42x12 rlF 42 x42 x12 10 ' ri-4 --- 1 1 4 4 . -- ' z THICKENED SLAB NW D2 ' ' -r L J L___ ____ 1 '_' D2 THICKENED SLAB 9'_51/4n 3'_71/2" I: I 0,_0» * --:I• 3'-7�" 9'-5Y4" �` W/(4) #4 EW r J 1 1 -L�--i -----�,- I — __—____i_ �-- --1 1 L -I W/(4) #4 EW I: I - 1 • BOTTOM 0 .i I �--- F-- ----------------i--t--T L I r J ,i-�-L-� j---� BOTTOM I. I 4 •L:--:. r-I-�4 L +-� -i ) .'-I--I a . ... . . . co I I ` L :I 7 i T 1 13'-0" I I , 13'-0 I I I 7 1� r „ �---J 0-0 k .I 02 1; .d 0-0 2'_0" 1'-7y� ;13'-i0" 2'-2" 2-93/4" • I SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD)�,,[ 3 _ 7'-5Y4n i 7�-5Y4" �-- [ 3 2'-93/4" 2'-2" 3'-10"I: `�71/2" 2'_pn ` 'i - -� I ,r . 'f� I 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 - , In I :I M WITH "T" FITTING BELOW SLAB I (^ �, ' ,� 3'-4" I : r r� I' I "' o ° °- - •-7 1 �'�. „ I •I �� • _� ° FOR RADON MITIGATION, TYP. I �----- I I I .�`' �� r-r-.. -. J' I-- —1" is T _ z Tx) i� -1 .---I �:.-.-n.-.- --1 I �. 12'-2Y2" �----- -I Y2 — ° =I--—I-- �--Ee "� o� ' `r� ' i 'n 12'-2 " o, '�' [g3-- --I—- Fs w • �� 2 ` ' ° ce ,; 1 0 /� I \ 03 N- 1-- ---,-----I v. I I ca j L_I' o N � t —, -\\\,. .„.I N i -N • ® I I I 13'-4" i ® cv D2 \ I' » , , x a N. i » .1 \ D2 ` I N ( SIM. L n ° I I SIM. �,, _ o I: I r`' 0 -0 r —1 , N I 1= I 6'-0 2 s'-o" : I i -&-) sw6 1 l i I 0-0 I .1 ° SW6 z ® / I �-' `° �_J i ----J� - —� o _ I L-Ak--I 1 , '�---`� — 41-- —4 -, __�— ---- -q I I I r --- ---- -r= -- --14- `� I _ --I L_-J � E I--► z w col _I ��_ ---- ------ • �� L1.1 L--- ----fit -1 I I- -?-b- , -1 I r-- - ----�H , .' i ' . r HI- -1 11- 4 --tt�- -1 1 r :N -try---- -- j o 0 ilk A ., , , » » sws ' i SW6 0'-0" 1 0-0 D2 j SW6 0 -0 Q, :! ` 0 -0 SW6 I D2 0-0 I I 0-0 FACE I 4'-1" 1'-10" :, t11 D2 I ;I SW6 J AT 1 pF �'-10" 4'-1" 0 FACE � I ' AT ; r -I; DOOR I I , 4"D CONC. FILLED STUD :N N OF 4 0 CONC. FILLE I DOOR S6 STUD STEEL PIPE IN 20y2t I �Dy2" STEEL PIPE IN S6 ( co Q _1 ., » I ---L T J 12"x12"x12" J L___� -I =N ---� L_ _ i2 x12 x12 I ® SIM. ^ SIM. I r , , ° N ° �_ ____ ti " , THICKENED SLAB --- -- I < ` z OO : Z THICKENED SLAB SW6 : - , • .. . .. . ... FIN. HGT. 36" I I CONC. �" ;r=-----�. T , 3 „ ^ 0-0 FIN. HGT. 36" 3 D2 .r------i; N , ;� SLAB i I 1 - I, ® D2 0'-Q" I: I I , OVER r •1 I. _ �, " I 3/2" CONC. I. ' ' `� I 6" ' » _N I: ■ _N I I l GRAVEL I ( •ISLAB OVER 6I• I--'--1 r•r---1 • SLAB OVER 6I• I I 1 ° : MIL. VAPOR I: ° _ 3Y2" CONC. SLAB , _ I °p 1 , 3Y" CONC. SLAB , ° :I MIL. VAPOR 1: 1 I r a N - 1 I -co : BARRIER AND I: 0 0 OVER 6" GRAVEL I o I I I OVER 6" GRAVEL 0 o :i BARRIER AND I� 0 I L'3' I o in L__J : 6" GRAVEL I. 6) IN GARAGES 2'_p 1 �3'-111 I 3'-1i " 2'-o " FACE °' i1 I• SW6 ' I. I 1 L__J c ' SW6 ; Y /2" Y2 Y2 OF i IN GARAGES I j D2 .I 6" GRAVEL I.:1 -: D2 __J o- STUD � I:I. I. 0) `' ® I I �, I- T----11 Q I ® - SIM. J 4'-9" - SlM. I S6 • A , @ TYPICAL D2 4'-9" o 0 Lo I I p. o I-----I Q'-0" `t ( ^ D2 1 D2 , 0'-0" I0'-0" r o, -j - ` ° z 4 o _ I v, I 1 3 " TYP. ALL ,C — 1 I I>,J I 11'-73'4" I 11'-33'2" I 11'-13/4" ^ Irei:If!rr: i 11'-13/4" ( 11'-3y2" 11'-7,v4" POSTS I L• I L .� �' J o'-o" F- I SW6 MI STHD14 -4Y2" -4Y2" -4Y2" -4Y2" -4'/i" SW6 �, "to -4" -4" L J --- -- ■ -4" -4" r- I X 2 I _ 1 d ° _ °° . .. N L _ „, STHD14 STHD14 '�----�STHD14 I D�: ® ' STHD14 STHD14 -- = o Q PA 1)m ° D2 CO® D2 ,1, I BSI I D2 N - �'�, D2 D2 BUILDING IS SYMMETRICAL 0 I 1lr1 1ln EXCEPT FOR UTILITY E -1 CLOSETS. OWNER i TIP. 20 rte, ----------- r >`„ -j L t �p” /1 -----------�`- I u I 20 m' SHALL DETERMINE WHICH ® L__J L__J I -4" -4" L--J ® SHALL SIDE OF EACH BLDG. S. Q 11'-93'4" 10'-113'2" ' 11'-53'2" I 10'-113'2" 11'-93'4" °' T -, H 1'-10" 8'-3" 3'-03'2" 8'-3" 1'-10" 1'-10" 8'-3" 3'-0Y2" 8'-3" 1'-10" 5'-53'2" 5'-63'2" 5'-63'2" 5'-5)2" 45'-6" ' 45'-6" ' PROPERTY LINES SHALL BE 91'-o" CLEARLY IDENTIFIED PRIOR. an TO FOOTING INSPECTION 6 -PLEX BUILDING FOUNDATION PLAN 1= ,,., 1/4"=1'-O" 0 E tit 0 Ile E to se 0. G3 FOUNDATION NOTES a o •a ELEVATION AT TOP OF CONCRETE SLAB ON GRADE SHALL BE 3 1/2" MINIMUM THICKNESS. REINFORCE > L Q WITH 6x6 W1.4xW1.4 WWM CENTERED IN SLAB. PROVIDE 10 MIL. © 0 E +20" FINISH SLAB ELEVATION VAPOR BARRIER BELOW SLAB OVER 6" FREE DRAINING GRAVEL OVER . FIRM NATIVE SOILS OR STRUCTURAL FILL COMPACTED TO 95% -6, • FOUNDATION INSULATION MAXIMUM DRY DENSITY. issi = L 0 © SPREAD FOOTING TYPE - REFER TO BOTTOM OF ALL FOUNDATIONS SHALL BE 18" MINIMUM BELOW g j,Cti SCHEDULE ADJACENT GRADE UNLESS OTHERWISE NOTED. I) ' 1 ipic sw# SHEARWALL TYPE - REFER TO 11/53 FOR t13 D • E ANCHOR BOLTS REFER TO SHEETS S2 & S4 FOR TYPICAL FOUNDATION DETAILS. A HD # HOLDOWN TYPE - REFER TO SCHEDULE 9/S3 0 < t: •/— REFER TO GENERAL STRUCTURAL NOTES SHEETS 51 & S2 FOR • —S LOCATION OF DOWNSPOUT: ADDITIONAL REQUIREMENTS. = i PROVIDE TIGHTLINE AND RISER BOOT WALLS ARE 8" UNLESS NOTED. D F.O.C. FACE OF CONCRETE STEP FOOTINGS AS REQUIRED TO REACH FIRM BEARING - SEE O Ask DETAIL 10/54 PROVIDE 4" PERFORATED FOOTING DRAINS AT PERIMETER OF ALL iss BUILDINGS. C) 0 SLOPE EXTERIOR SLABS 1/8"/FT AWAY FROM BUILDING. W J • a HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS (SHEARWALL Job No.: 12-04 EXTENTS). REFER TO 5/S3 & 9/S3 TO DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS NOT A PLACEMENT PLAN. < Sheet No.: N. a A70 Sheet Order: A B U F R E S D 7 _, , DUCTWORK IN 8 FLOOR FRAMING STHD14 SW6 SW6 STHD14 S4 T /I /N T 4 3 STRAP WINDOW _4(2) 2P O I I D4 S4 r '- �' I I STHD14 SW6 SW6 STHD14 SW6 SW6 STHD14 j I I ❑ STRAP WINDOW STHD14 STRAP WINDOW I 2x'HD 1 (2) 2x8 HDRQ2 I Q o 6x1 J HDR PT(� . or ■I co HDU2 PI _ , ®'1 ' I I co i� v Milbrandt ( W6) I o �, 2x10 LEDGER PT I 4 ' STRAP WINDOW Q � � I o Architects LSDTHD8 ® 6x6 p� 4 8 DR 0 V 4 t` LSThD14 O :OST E 25 Central Way, Ste 210 (N, i Kirkland,Washington 98033 SW6 1 Q P 425.454.7130 F:425.658.1208 Bi wr 1 ® s4 m I l' , Web;i�ww m brrandturch,cam 2 (2) 2x8 I-DR 5%8 9 G B F 0 I ,y Ito __rL Sw6 ; 6 HCLTU 'N� c\01) Or � I g S4 I a m T O LE AUG r=HDU2 8 13 O KIRKLAND, WA 2 2x: HDP � ! _ 1.4_ 5558 1 _1� _ 5f8 9 G B F.�. 6x6 POS 0> ' I C _��r E 2 _ _ �_ _ _ _ I " ` 2X#3 iDR '�' II ' } w/ Pc86 11 irk POS CA' %8x9 GLB 6 .. F ED LSDTHD8 /1/ '�� 8 LI 0 fi 1 r. I L � ©I i w O o - I 1 -- �1 HGLTU i i m ) o , c_ ) =...., I r� ' _ o I L 'N r � cE) �; — � 1 IO (I t O p I ° � ^ 4 /j< U z — J I I---- - i � I NI�� - i ._- _I m I ; © N 0 SW6 I I I � r STAIR FRAMING ' ,_ w I I 1 a cc 4x12 STRINGERS ;LSDTHD8 SW6 L --- - iI AT WALLS 1 w o❑ �� .>l. 1 1 I I N 1 - 2 2x8 HDR o � 4x8 HD 9 r z °` 1 0 LL J cD v-J• fifi U 00 D Q Q SW6 � I Io } v m SW6 SW6 I © 11 — '_ a ° o 4x10 FB(1�2� 12 1 0 L F- w —-— 1 - --- ----� I °w o CO 0 ^- HDU2 I CO N 4x8 FB�7) J r = SW6 , L,1 STAIR FRAMING I'L'- S4 �-- J ----- 0?‹ ' N N L , `s 14x12 STRINGERSII° t1 4 c c �„ �, a a, ��r AT WALLS �r� I 1 C `NI el ° T —'—' 4x10 FB oH C �- - - _ , E C = o I 2s,63 • L.L I ' 2X10 @ 16" O.C. - w N I I 0 LIJ ❑ I ic 6 (TYP.) U.N.O. SW6 I -1- 12 = S4 2x10 ® 16" O.C. j W a '� `� (TYP.) U.N.O. `� I a> N -1 14�� 'D Q r el r (2)2x8 F: _ °' T- ■ I — LSDTHD8 SW6 ' I w ix mot' �'0 17( LSDTHD8 i I �r_r• VI Lu e� r J - ©4x8 F x N A • .® W 0 SW6 = N a P HDU2 2x8 4 _I o ________I EDGER D4 ©� ■ ' ® N I 4x12 HDR 10 4x12 HD 10 4x12 HDR 10) D4 BUILDING IS SYMMETRICAL II f----------- --_-----------__ _-------- - EXCEPT FOR UTILITY C� LSDTHDB THD14 STHD1 THD14 I 'x L�1 I r� at10TEDGEf� P �- T—_ CLOSETS. OWNER Z STHD1 SW4 SW4 1.. SHALL DETERMINE WHICH • -_-_-_-_-�-_-_ II' ® a ' m 4 S SIDE ELOF EACH BLDG. S. 2 C �_ (�)4x8 H__ „ 6x10 F 11 �� r S4 Q; aik A8 `�'` N a il W c Q 1�1 u' o ❑ ❑ - -� 8x8 POST ,y- (TYP. OF 16) 1 ----------- --- e% 4x10 FB PT@ tO 1 0 J U_ o 6 -PLEX BUILDING 1st FLOOR SHEAR AND 2nd FLOOR FRAMING " 1/4"=1'-O" :U LD N I M TRIC'L ABOUT MIDPOINT kr A BEAM SIZING COORDINATION SHEAR WALL NOTES FRAMING NOTES I ■ I (SS /W# ) SHEAR WALL TYPE - REFER TO NOTES BELOW. TRUSS SPACING: 24" O.C. — TYPICAL Cl) Ak 11111111 aazz a SHEAR WALL- REFER TO NOTES BELOW. FB FLUSH BEAM LEGEND Dl 11 UNIT HDR HEADER E 0 FRAMING MEMBERS, I r� HD# HOLDOWN TYPE - REFER TO SCHEDULE 5/S3 OR GT GIRDER TRUSS INCLUDING ROOF TRUSSES C),„ c .� 9/S3. HOLDOWN INDICATED IS AT TOP OF WALL 2'-0" I� TYPICAL ROOF FRAMING CONSISTS OF 15/32" OSB WITH PLYCLIPS OVER 0 I I SHEAR WALL DIAPHRAGM SHALL BE APPLIED TO SIDE OF STUD PREFABRICATED ROOF TRUSSES AT 24" OC. y OVERFRAMING y C C 16 WALL SHOWN AND SHALL CONTINUE ABOVE AND BENEATH " H t': SEE NOTES TO LEFT L D1 OPENINGS. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G PLYWOOD OVER 2x10's (, 0 E __ __ _ ______ ` -"7-/-,r:'.':. SEE Si & S2 FOR REQUIREMENTS. , - I )( I ATTIC ACCESS PANEL ,� 0 " � "SW" INDICATES A SHEARWALL AT THE LEVEL SHOWN. REFER �__y 'Q �,_„ 2( N TO SHEARWALL SCHEDULE ON 11/53 FOR WALL ATTACHMENTS. NAIL FLOOR AND ROOF SHEATHING WITH 8d@6" OC AT PANEL EDGES AND ' V ""-r ALL EXTERIOR WALLS ARE SW6, U.N.O. OVER SHEARWALLS, AND 12" OC IN FIELD. NUMBER OF 2x STUDS GREATER � ® O THAN 2 (AS POSTS) AND SOLID WE N •N HOLDOWNS ARE SHOWN AT THE END OF SHEARWALLS BEAMS (LESS THAN 6' IN LENGTH) SHALL BE SUPPORTED BY 1 TRIMMER MEMBER POSTS. BLOCK SOLID ID ' , . ". HANGER PER. (SHEARWALL EXTENTS). REFER TO 5/53 & 9/53 TO AND 1 KING STUD MINIMUM, UNO. TRIMMERS SHALL BE CONTINUOUS TO THROUGH FLOOR TO MATCHING 0 E STRUCTURAL DETERMINE WHERE HOLDOWNS SHOULD BE PLACED. THIS IS THE FOUNDATION. BEAMS (GREATER THAN 6' IN LENGTH) SHALL BE SUPPORTS BELOW. Q, >, 0 �o'_ NOT A PLACEMENT PLAN. SUPPORTED BY 2 TRIMMERS AND 1 KING STUD MINIMUM, UNO. BUNDLED 0 < • TOGETHER AND CONTINUOUS TO THE FOUNDATION. SEE DETAIL 1/54. ••u•' INTERIOR BEARING WALL. 40 •1•+ (,`■/ r I AJ + SEE 4/S6 FOR TYPICAL WINDOW STRAP DETAIL SEE 13/D1 FOR PENETRATION �/� "� ALL 2x, DOUBLE 2x AND 4x HANGERS SHALL BE FACE MOUNT TYPE OF THESE WALLS AND FIRE V) DRIVEWAY GARAGE SIMPSON LUS, UNO. PARALLAM HANGERS ARE SIMPSON HGLTV, UNO. RESISTANCE PROTECTION. REFER TO GENERAL STRUCTURAL NOTES SHEETS S1 & S2 FOR ADDITIONAL Cie)Aiiik REQUIREMENTS. SEE ROOF PLANS FOR VENTING. La FLUSH BEAM AT DECK 0 (iIII:: FOR OVERFRAMING SEE DETAIL 2/53. PROVIDE BLOCKED EDGE 2' x 4' al 1 1/2" = 1'-O" SECTION HOLE IN SHEATHING FOR ATTIC VENTILATION. SEE STRUCTURAL NOTES AND DETAILS FOR NAILING BLOCKING. a Job No.: 12-04 REFER TO SHEETS 53, S4 & S5 FOR TYPICAL WOOD FRAMING DETAILS. : Sheet No.: PENETRATIONS OF EXTERIOR BEARING WALLS ON THE FIRST FLOOR Q R A8 EQUIRE PROTECTION PER 13/D1. O Sheet Order: ABU F R E S D ;- ± 0 SEE DETAIL 1 BELOW FOR SW6 THESE TRUSS DIAGRAMS OVER BEDROOM. I 1 1 RAISE PLATE 243'4" THIS WALL STRAP WINDOW ABLE ENS TRUSS SW6 SW6 SW6 SW6 —I- - I ----� , SEE DETAIL 1 BELOW FOR 1 I THESE TRUSS DIAGRAMS STRAP WINDOW STRAP WINDOW JIlOHDR® -I_._ I I 1x10 HDR - OVER LIVING ROOM. / o0 \`\ /// Q' N NI SW6 SW6 1� -1 i l b r a n d t STRAP WINDOW 1 O 4xi 0 I DR 1 # } ------1----� FIRST . 1r f S .•••••••••••••• ..'.'.'.'.':: INSIDE ' TRUSS 25 Central Way; Ste 210 ! Kirkland,Washington 98033 :.'.'.•.'.'.': 7 3 r 20 20 D4 D4 16 16 y ~ N D4 D4 : - ' ' ilbrandt Ir -,, 1r- 1-% -11 --- < _> i- ----� < ' _ > i-- Architects•16 j . .> 1s • ---11 >� 1 , 16 25 Central Way, Ste 210 D4 1 : : I 1 I II D4 Kirkland,Washington 98033 RJ I xn I RJ RJ I p: 1 RJ 1� P:°425.4541130 425.658.1208 : ■ E_: •: 20 -Web rrw mibrahiit+erch aiih;'. I r n • z D4 ` ��.ii A • -I : : I 41. r TO LE AUG ■ ■ I tp p KIRKLAND, WAS 5558 1 1 F .1%,% B2 . 1 0 ,- ■ Q, tes ■ D4 Les • I I a' I MP' -1 W/D ! VD I ❑ ❑ Ir-1 N L J DRYER L I—I J QRYER 22'-0" _IL J - a 20 ❑ D4 RADON VENT RADON VENT D4 ❑ t = D4 n 21 LIN. FT. RIDGE VENT _ '-' 21 UN. FT. RIDGE VENT n - RANGE BATH ' o\1 I ( o t BATH RANGE `-I ❑ ❑ �___J 18 • 18 �_�� ❑ ❑ -- 1 t w v 20 1 n 23 LIN. FT. RIDGE VENT D4 I D4 23 LIN. FT. RIDGE VENT , � v 20 � z c RADON VENT D4 + i + D4 RADON VENT .i ` o j v U o / RJ • I RJ z r-1 OA BATH I BATH 112"'` r, O LJ LJ D4 ❑ : ❑ D4 I N CTD 20 re■■m■■i■■_■■_■■_■._■■_■■_ ■�■■�■N ■■�■■�■■�■■�■■� ■�■■�■■�■■�■■� I ■■_■■�■■�■■�■ ■■�■■�■■■�■■�■■ ■■�■■�■ �■■�■■�■■�■■�■■�■■i■■�u� 20 12 a' a, .- a p D4 •• ❑ • • ❑ • D4 D4 d) ° c • is ❑ RANGE RANGE DRYER 6 DRYER El • D4 • rid D4 ❑ • 6 z Q•• D4 j WA j • • W/D i - • BATH .�. �.. BATH D4• • AREA 1 ( L 5� �� AREA 1 N• Q UNIT SEPARATION 9 1 ' ch D4 FIRE PARTITIONS D6 : D4 cv� IN ATTIC I . in • 1 1 I y12"e • --, . '- 10... rI z : : • : Z RJ r� • LJ RJ > : r� : : > : : L ■� A i.„ . 0 : I D4 : c4 sio p . • : : p i- Z: C T- L L : � �—_J ■= Q N Z I op J^ ■ • : p CO o : : N A Id. N 16 _ RJ < : : > < : : > RJ 0 I-1 ▪ D4 CLASS C COMPOSITION I-1 al SHINGLES THROUGHOUT 18" N Tv4 J X Q m '-♦ - -- - - RJ FL- V/ ° a 1r RJ D4 I D4 I 20 16 I I I i 16 20 ° D4 ass D4 D4 IL : RJ ' RJ II D4 ir 1 r BUILDING IS SYMMETRICAL 20 15" EXCEPT FOR UTILITY NI, 1 20 4 CLOSETS. OWNER o D4 1 A I I ;I A I SHALL SIDE DETERMINE BLDG. u I-1 < > -Li-- ® I ®--_v_ --. < > SHALL HAVE CLOSETS. "' • I CV T 12 D4 EAVES ARE 18" UNO 20 BUILDING IS SYMMETRICAL 20 RAKES ARE 12" UNO D3 I ABOUT THIS LINE D3 SLOPE IS 6:12 CO 6-PlexBuildings ATTIC VENTILATION CALCULATIONS ® (� p, A Attic Venting Required Birdblock Vented Low Roof Ridge Actual Venting Provided ROC>F 1 V IN ovu�mp Ch Area Area(sf) Ratio Vent(sq.in.) Vent(LF) Soffit(SF) Jacks Jacks Vent(LF) Lower 1 Upper 1 Total 1/4"=1'-0" 4.0 4.0 0 A 904 1/ 300 434 18 32 4 20 432 240 672 C B2 1150 1/ 300 552 38 2 53 191 636 827 p E Area 1 144 1/ 300 69 24 3 58 150 208 ire 0. 40 (46) 0 c IE 43) o 13) a O. 1M E ROOF LEGEND via ©4.0 Is 0 o RJ ROOF JACK 50 SQ.IN. NET FREE AREA Gj Q} < 0 > 6: 12 SLOPE INDICATOR ------ BUILDING OUTLINE t i.... C cO o E ------ SAVE VENTING 2.4 SQ.IN./LF. NET FREE AREA C2. .*+ 0 • • RIDGE VENTING 12 SQ.IN./LF. NET FREE AREA _ - ---••—..- UNIT SEPARATION AT ATTIC 0 'c • S ' GUTTER (DOUBLE LINE) 7 ► DOWNSPOUT LOCATION O M VENTED VINYL SOFFIT 5.9 SQ.IN./LF. NET FREE AREA b. 0 in X W J a Job No.: 12-04 Sheet No.: N Q Sheet Order: A B U F R E S D 7. zkx Milbrandt Architects 25 Central Wray, Ste 210 Kirkland,Washington 98033 N425.4541130 F:425.658.1208 Web ww n1 Jbraanidtorah,co ti �11 AJp( ) A B N rl� All Ir TO LE AUG C- 1 I � KIRKLAND, WAS 5558 \ T OF Q�� LIMN i".i!!r IL lireanonnopoimpmem, % d ammo I `� _ _ �11�111I a • ( _ — N 1 - - - - . I•) W .v z�-+— _— I Q I a n1 t...4 1 1 T T i -- tY ..... ......_..._ W _,,..,_ z , BUILDING IS SYMMETRICAL REAR ELEVATION o EXCEPT FOR UTILITY CLOSETS. OWNER SHALL DETERMINE 1/8"=1'-0" CO N WHICH SIDE OF EACH BLDG. - SHALL HAVE CLOSETS. •I•••• = Q 0 ‹ 4o CO N • O •} °" N a1 1 a to 0 .rte Z Dii. ,ic 0 z; Ii:; N 16 W o a !� TOP OF �' . ._ _ r 1 . r1 ��, PLATE J i I. .. , !► all CO , �I 04 D1 E N :� i m - 1C Doh — _ 8 = _ — IIIIIIIIII IIIIIIIIIII� /�� — �- ;1'� D1 MASTER BATH _ MASTER BEDROOM ;� 2ND FLR. �? �� I — E <IMM I a D1 D5 D4 MN m ❑C ❑❑� ! W — ' ui MASTER BEDROOM-- o 1 : E _ 0 s - IM11 MASTER BATH 1ST FLR. �' — • a o �,�_ ' �_ 1 as wow. rLl p° SECTION A SIDE ELEVATION D5 v' SIDE ELEVATION 1/8"=1'-0" D2 1/8"=1'-0" WITHOUT UTILITY CLOSETS 1/8"=1'—0 WITH UTILITY CLOSETS oll ■ (I) .i.• B A * = CL) NV ® 5/4x4 TRIM E N COMPOSITION (011 Q 2__ SHINGLE! R:DING FING PREFABRICATED VINYL 0 o rtw..Ifiumwu•amaluuuumnur..6 rinn1111VE uumuuu■uuuwlw 1 ,` rrii111■tt■11•■•1■111■11■If/■tl■111■11■t11■11�1�.. ._Ir11■1 11■11■111■11■111■1u11•■•u11•■11■111■O\.. (� D5 •nu■nnu■■uu.■■u1n■■u1n■■mu■■uu•■■In... D4 .anu■wuumn■nluuoluumluuuun■u. �� PLATEII J .........,..............................._,....� J ......,..-.........-,....._,.._.........amemalwasa..l.....` �� TOP OF_ .11 _ /�1�! s i -- ..r �„,�i rY. PLATE Q?(.,,, t ,... CD UNIT B2 UNIT A —}--- ,. 2x8 R3 O im t D4 D4 ai 2x10 BELLY a� s Co 2ND FLR. ^�� BEDROOM BATH/". '� DINING 1111 D3 -r- Ha 1HHE mmHg BAND iffiliffil mom �,, : 2ND FLR. 0 <_ • D1 D1 D1 ■ ■ __ !- !- H--4 �Iii [�I�I = ❑❑ ❑❑ = = = ■ ■UNIT 61 D4 Q - - - a I ME --r— .1 AI, mi r'..------'N D2 UNiT Bl GARAGE " - • ■ ■ ■ i ■ - 1ST FLR. ` '� BEDROOM BATHE it � i ii Oa .= - - - a - -� I Imo-. __ i- _- - ! 1ST FLR.--____,,„__I_■ `- D2 D2 D2 FRONT ELEVATION o Ca SECTION B 1/8"=1'-0" a 1/8"=1,-O" Job Na: 12-04 Q Sheet No.: a 0 Al 1 Sheet Order: A B U F R E S D 7 Wd li5�n d )ti -0--0 W2136 W3018 W3936 F F W2436 W3630 n o \ /\ /N r-- — /� — I ■ • N < >,.\: \ I ' 1 > ' ■, ' Z \ OPEN — MICROWAVE W/- \ / I \ Ny A EXHAUST IFAN ■D - / V 7 i� ' l) 12" TOP AT +45" COUNTER & V - 1I' gilt � ff GWB GWB ' REF A ' 4 SPLASH } 8 0 0 0 ® ED ♦ Architects I I I 7 REF _� o �. r I t I 25 Central Way, Ste,210 -, /\ \ L-- - Kirkland,Washington 98033 O DW _ /- RANGE _ / \, \ - P:425,434.7130 F.425.656.I.2O8 f E"---- --- DW <, > ----> Deb;;' wr r tbran orch dam' . �\ I \ /' '/ ,_--1 • 1 - .- %tau or�j 621 B27 B12 F BS36 D818 B18 A KITCHEN PLAN A KITCHEN B KITCHEN KITCHEN IrTO LE AUG •P S KIRKLAND, WA 5558 N„ A ) I °F 6+ ' I it W2136 W3018 W2136 F W3630 °' w / � �'__� __ to F______________________________ I LIGHT BAR ---,----�---- r I - 30x48 CLEAR /um `T' /- FLOOR SPACE I / �� \ OPEN OPEN " I( ■ AT STOVE (� ��_-- ---J� __\____72 \ 0 �; MIRROR 30x48 CLEAR O `i MICROWAVE W/ � COUNTER & p - TP 4-6 x 3-0 FLOOR SPACE nom- EXHAUSTIFAN " N - ` FL SINK - 4 SPLASH a - --��-- O \12" TOP °c COUNTER & _ __ '-- - , I GWB REF AT +45" (f) A r\ 4° SPLASH n r `\ - 1 _ 8 8 0 �. z p _ ♦ I �__ ` .. Q a � v? il � i � I t 11 t i U / I . / ^ , - RANGE ,\ / , \ / ' ' ' ,\ Z 1 r-----1 I 1----11 7 ... ... , >___/____ IA . .77._______ ti - i f'1,r_ 7 ___ N") --) DW ‹, DB12 B30 DB12 24" LINEN 30x48 CLEAR FLOOR B21 B21 B9 BS36 DB12 B36 M SPACE AT DISHWASHER- 30x48 CLEAR o FLOOR SPACE ° AT A KITCHEN REFRIGERATOR B KITCHEN KITCHEN `" Z ° BATH PLAN A BATH KITCHEN PLAN UNIT A INTERIOR ELEVATIONS 1J i MC a Csa / 3/8"=1'—O" TOWEL � i 0 = in CV RING o...1 0 > IN N ._, I G P TOWEL o-.13 N RING I n 1 HIT- - --- _ I "i I LIGHT BAR f _____________,,, � I I LIGHT BAR -- I ----- tos •( c r I 3 <LL ' 124" TB ,,�� , `, 0 24" TB 1 MIRROR ■ 48x56 CLEAR r -+ 4-0 MIRROR 3-0 SURFACE MOUNTED TP = ' 5-6 x 3-0 ,� FLOOR SPACE 30x48 CLEAR la AT TOILET FLOOR SPACE COUNTER & t A AT VANITY COUNTER & _ —i I 4" SPLASH - . 4" SPLASH _ i i o TP 30x60 CLEAR - 0 `\ /` '\ /` o II I FLOOR SPACE /r L; - I p AT TUB. \ %� I I ,�, /�. o 1 111111 1� > I'S M N - —-—-—-—- -—-—-—-—-—- - ------ I I . / ' , I I PROVIDE BLOCKING VBD12 VC36 I 36" B30 DB12 B30 F FOR GRAB BARS BATH PLAN A BATH MASTER BATH PLAN A MASTER BATH e •® C UNIT Bil INTERIOR ELEVATIONS Q E N ) 1 I Q1 g co t�► >a) a. . W3630 W3636 W2136 F F W3936 W3018 W2436 W2436 0 E ____ \. _.72 / J < /. / GWB �— �,-____ OPEN OPEN t ' ©Øi ��' \ / - -- —�\ �L MICROWAVE W/"_ _ \ to 0 E N./ EXHAUST IFAN �. V TECH V COUNTER & 7 \ 12" TOP AT +45"-\ r ,� 4" SPLASH GWB GWB :: I REF PORT GWB �t-+' V DW _ E3 8 _ t © 5 -+ a:�� , REF 7 r i t i, _� RANGE \, n < > DW - \./ ,� ` I N/ �' ,, \/ 1 1 r / W 03 I it I D815 B30 F F B27 B24 F BS33 F B15 W I-- _ KITCHEN PLAN 1 A KITCHEN B KITCHEN KITCHEN D KITCHEN z Job No.: 12-04 UNIT 82 INTERIOR ELEVATIONS 1 Sheet No.: 3/8"=1'-0" o Al 7 ,, Sheet Order: A B U F R E S D t �� F r MC—>' o > A`- I Miibrandt 24" TB oil I Arc h itects 2 Cr�trasl.Way;, ;f! 210 Kirkiandx.Washington 98033 A.---------FLIGHT BAR) TI' ! I LIGHT BAR I ------� 0;425:454 7i; 0 F 425 658.1201 I ( — C \ E_______ MIRROR 4 �` 24" TB MIRROR 6-0 x 3-0 1� ll Ae \ 4-0 x 3-0 =24" TB "�,�� ',� COUNTER & COUNTER & I I 4" SPLASH - TO LE AUG C ;I-- 4" SPLASH ' oo co CO t W I . , c KIRKLAND, WAS �— - ! `, ..../ `� --/ — 5558 '441.. / o 0 FE1 , . . cNi _./- . _—> 1° 1 OF 04 , > ' ■____ . ..----- I I ------1, <-—— ——> E---- r''' r _ L__________________, _,, , / R 0.1 . . 1 A • 1. > * VBD12 VC36 B33 0818 B33 F N BATH PLAN A BATH MASTER BATH PLAN A BATH A °' O CI- UNIT B2 INTERIOR ELEVATIONS (CONT.) . tn CV W Z a Q z -a U c E W S � Q .- 0 (NI N d . _ a) N p a '.... M 0 <- = o w N .= r a ' i in 0 ■ 4•0 c4 CU r 6t c O p r N N CO III c 3 a 1111= p tra viaL O a; r a p ■MI 1I♦ 4) E N 0 0 G E d Q al o a E — , 0 40) it IMO Q - It I- U) )-. 0 M Z 0 dm W 5, Lla O W I- - Job No.: 12-04 cn Sheet No.: 0 Sheet Order: A B U F R E S D R S FUTURE GRAB BARS 1– __- --- V PROVIDE BLOCKING FOR GRAB BARS . o A � D 1 I ; Milbrandt I +-30x48 CLEAR FLOOR SPACE Architects L J ALLOWING PARALLEL APPROACH . ' - e 25 Central Way, `Ste 210 Notes regarding operable items in accessible units. TUB/SHOWER PLAN Kirkland,Washington 98033 P:425.454310 F.425.658.1208 Wei a1 ►^ llbra #11411 40111 1110.3 Operating controls. Lighting controls, electrical �� G/> receptacle, plumbing fixtures, environmental controls and user CURTAIN ROD controls for security or intercom systems shall comply with this 1∎ section. Exceptions: CURTAIN ROD 4,wr T O LE AUG e'" 1. Receptacle outlets serving a dedicated use. 4" MAX. PROVIDE HAND HELD p 9 FROM FRONT SHOWER SPRAY ON .rte. KIRKLAND, WAS 2. Appliance-mounted controls or switches. EDGE OF TUB 0 60" LONG FLEXIBLE ,,o ' 5558 N. 3. A single receptacle located above a portion of countertop HOSE PER SECTION �i uninterrupted b a sink or appliance need not be 2x10 BLOCKING G , I 1109.10.9.4 1 R.�S' by pp FUTURE VERT. 1 I THIS BAR MUST yam- F V accessible provided: GRAB BAR I NOT OBSTRUCT a FUTURE 24" 18" MINIMUM I GRAB BAR USE GRAB BARS 2x10 BLOCKING 2x10 BLOCKING FUTURE 12" Q' (3.1) At least one receptacle complying with this section is X L _ __ FUTURE 24" GRAB BAR 'Oa - GRAB BAR cp provided for the portion of countertop; and ,� -_ I.0 2x10 BLOCKING ♦ _0 _- _ _ ♦ o —+ ---� -03 tn d- = 0 ---- ---- --- _ = - (3.2)All other receptacles provided for the portion of o ;� 0 '- _ CO o CD countertop comply with this section. z O BATHTUB CONTROLS ;�, 0 0 — _ r- MUST BE WITHIN F- I-- Q 4. Floor electrical receptacles. ;0 THIS AREA PER SECTION :.ii,,,,p its ''� I 1109.10.9.4 I ' c a ,,, ■ ■ l- *> z 1 EQ. EQ. 1 — r a, A SIDE B FRONT 0 SIDE a Parts of the Code referred erred to above. 4 TUB/SHOWER COMBO " a a Reach Ranges 3/8"=1'-0" ° o 1109.2.3.5 Forward Reach 4 Where a forward reach is unobstructed, the high forward reach shall be 48" maximum and the low forward reach shall be 15" minimum above the floor or ground. N Where a high forward reach is over an obstruction, the clear a a� floor space shall extend beneath the element for a distance N not less than the required reach depth over the obstruction. o `r) 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 depth shall be 25" maximum. Imo r 1109.2.3.6 Side Reach FUTURE GRAB BAR �j ;:t. � ° N Where a clear floor space allows a parallel approach to by a I �'" person in a wheelchair, the maximum high side reach allowed _-_ ______ ___ _ _____ _ _— PROVIDE BLOCKING 0 —. shall not be higher than 54 inches. Obstructions no grater than .— - FOR GRAB BARS ise= wo 34 inches high and no more than 24 inches deep may be I ' 1 S;2 located in the side reach area provided that when such 4111It T ^ I obstructions are present the side reach shall not be higher 1 tfy CD °° than 46 inches. The minimum low side reach shall not be r _ _ _ _ _ _ I 3 Q lower than 9 inches. I I i '" t3 0 A 1 ■® 1109.3 Controls and Hardware I /A\ I 48x56 CLEAR FLOOR SPACE—� Q I AT WATER CLOSET I I 1 a) 109.3.2 Operation. Operable parts shall be operable with t—30x48 CLEAR FLOOR SPACE one hand and shall not require tight grasping, pinching, or L - - + _ J ALLOWING PARALLEL APPROACH ` I lisa I — — (CENTERED ON SINK) L I twisting of the wrist. The force required to activate operable + o _ parts shall be 5 pounds maximum. • VANITY PLAN 1109.3.3 Mounting Heights. the highest operable part of '% n environmental and other controls, dispensers, electrical and kt P communication system receptacles on walls and other operable equipment shall be within at least one of the reach INTERIOR ELEVATION NOTES rangers specififed in Section 1109.2, and not less than 36 MIRROR THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES inches above the floor. 2x10 SOLID 2x10 SOLID AND TOILETS SHALL NOT BE GREATER THAN o Li z FINISHED END PANEL S-10" BLOCKING BLOCKING 5 POUNDS. �+g' INE I-" TOP OF COUNTER TO SUPPORT COUNTER „ 54" MIN. ■® I OR RIM OF SINK 24" 12" r STRUCTURAL BACKING FOR GRAB BARS SHALL BE INSTALLED -a : ET OR INSTALL BRACE 12" FUTURE IN ALL GROUND FLOOR BATHROOMS. WITHIN CABINET - FUTURE 12 1.0 ~z LtJ I WHICHEVER H GHER CANNOT INTERFERE ' 36" GRAB BAR Mq'` 42" GRAB BAR GRAB BARS DO NOT NEED TO BE INSTALLED, BUT IF UNIT `t- cr,a I \W/ CABINET REMOVAL _ L1J__ _ _____ IS OCCUPIED BY A TENANT WHO REQUESTS GRAB BARS, Cy 0 0 / I i 0 ♦ ♦ o . •' i I THEY SHALL BE INSTALLED. GRAB BARS SHALL CONFORM p E ~ �� ♦ L_ �____ ____ _ J TO THE STRUCTURAL REQUIREMENTS OF OSSC th o o \�-�' '-.-- ---) �- = SECTION 1109.10.11.F.o �� _ CABINET = z CABINET I a o ) a m `- BOX ¢ F- '- , Q} to o �,\ /, 1 Q N d 0.IIII �,� D w FIN. END RAISED PROVIDE ' FINISHED 0 PANEL # 30" MIN. 1 TOE KICK FLUSH 115" MINI 18" WALL � Ili 0 CONTROL t CC W MAKE SINK CABINET REMOVABLE WITHOUT NEED THIS SIDE t7? -c FOR REMOVING OR REPLACING SINK. EXTEND FLOOR COVERING BENEATH CABINET. Es � A FRONT FRONT SIDE � vl �0 < REQUIRED ONLY AT SINGLE BATHROOM 0 C ` ~ DESIGNED TO PROVIDE ACCESSIBLE FIXTURES III (SEE UNIT PLAN & INTERIOR ELEVATIONS) 1 W >pp M a ° z O VANITY SINK WATER CLOSET w s. 3/8"=1'-0" o E w I Job No.: 12-04 _ I Sheet No.: 0 A19c, Sheet Order: ABU F R E S D 7 ►� 2x4 BLOCK BEHIND NOTE: SHEAR DIAPHRAGM SIDING OVER BUILDING 4 ►�� TUB NAILING FLANGE The purpose of this detail is to indicate types of locations MAY OCCUR ON EITHER FELT AND SHEATHING. SEE FELT rP NO SIDING AND FEL D1 l►� ATTIC of wall, ceiling and floor penetrations that need to be SIDE OF THE WALL OR 5/8 GWB 9/D7 FOR FELT INSTALLATION AT UTILITY SPACES E FIRECAULK GAP .m fire-resistance rated in accordance with 8317.3 of the 2010 �, ON BOTH SIDES. OVER SHEAR PANELS ii !il•b. INSTALL 5 8" TYPE 'X' GWB —"j OSSC. The thick lines in the detail indicate a penetration by 5/8" GWB WHERE INDICATED � ,� / BOTH SIDES BEHIND TUB. a pipe, conduit, vent, etc., whether plastic (combustible) or FOR SHEARWALL - 1; .; EXTERIOR \- EXTERIOR non-combustible. //7 /7/ /// /// 7/7 �'� INSTALL 1 LAYER 3/4" WALL ► WALL AT In general these penetrations (or the annular space around I T ir T TII.,,t T, ' OSB UNDER TUB IN PLACE UL WL1052 DECKS them) would compromise the integrity of the fire-rated .: :� :: /// � 1—No ll OF GYPCRETE 1 HR I WOOD assembly unless it were closed off and protected during a 2 , L I� FLOOR fire. Partywalis between units are fire-rated walls. Except Th 'MA�� SPECSEAL SERIES ` -, for first floor bearing walls, walls within units are not rated c� i l �+ r a n d t }:��; 100 SEALANT. 1/4" �, I I I walls (even though they may have rated wallboard) and ' CROWN, ANNULUS TYPICAL ' I therefore penetration of the wallboard need not be Ar c h i t e c t s►�; 1 1/4" TO 1/8" PENETRATION �, protected However, penetration of the top and bottom 6 6 INDICATION �' "', "' DROP EXTERIOR plates of non-rated walls into the rated floor assembly 1 1 1 1 1 1 1 1 A. 1 1 1 Cts trot Way, Ste 210.: , , - -- ..—. _ = _ __ _ I'--PARTY CEILING WALLS needs to be fire-resistance rated. j I #pi ,Washington .98 W ' The Contractor shall determine the fire-resistance rating for METALLIC 1-- WALL 9 2x STUDS AT 16" O.C. YYIIYY, PIPE each situation, and tested assemblies shall be submitted to TAPE Se PAINT GWB TYP. %$" GWB OVER 2x6 STUDS AT F the Architect and the City in accordance with the 16" O.C. — �� ,�.+f� I Deferred Submittals' section on the Cover Sheet. — 1llb;vuw.rglblartdtttrch* NON RATED WALL NON RATED WALL � ''��'''''��i'�� ,'' ,�'`��,''�,'''''�'��'�„''' PENETRATIONS INTO INTERIOR I BEARING WALLS ON THE FIRST BUT ACCORDING TO .� ' ,�. ..�, .,�.,,.�,.. FLOOR OF 6—PLEX BUILDINGS BUT ACCORDING TO NOTE: TABLES 721.6 THE /,��j 1,›Mfi>y� SLAB ON GRADE BEARING INTERIOR ARE REQUIRED TO BE 30 TABLES 721.6, THE GWB VAPOR BARRIER REQUIRED, SEE INSULATION INTERIOR GWB, STUDS AND � �GfI IP— Am . —r NEED NOT BE PROTECTED. WALL NON—BEARING MINUTE RATED. PENETRATION AND STUDS PROVIDE 50 NOTES ON SHEET D5. PVA WALL PRIMER MAY INSULATION PROVIDE 65 ``ti%\.\> ,-.• WALL OF RATED WALLS MUST BE MINUTES OF PROTECTION BE USED AS VAPOR BARRIER. MINUTES OF PROTECTION ' - PROTECTED. SEE 13/D1 FROM EACH SIDE. FROM THE INTERIOR. I TO LE AUG c'" GITUB DETAIL PENETRATION LOCATIONS FOR FIRESTOPPING IN STACKED FLATS TYPICAL INTERIOR WALL EXTERIOR WALL .cJpp KIRKLASN58, WA _ SECTION 3" = 1'—O" PLAN 3" = 1'—O" PLAN ' oV 1- — 1 0 SECTION NO SCALE n F 1" 'GYPGRETE 2000' OVER N 1 Imo, U1_ 1_514 SYSTEM 13 3/4" PLYWOOD SUBFLOOR OVER SIDING OVER BUILDING 1 HOUR FIRE BARRIER Finish Flooring - Floor Topping Mixture* - 3 to 7 gal 2x10 AT 16" 0.C. FELT AND SHEATHING. ACCORDING TO TABLES 721.6,of water mixed with 80 lbs. SEE 9/D7 FOR FELT THE GWB, INSULATION AND of floor topping mixture and 1.0 to 2.1 cu ft of sand. Compressive strength to be UNIT STUDS THE s with 19/32 in thick plywood sub-flooring - - - '>`{��:`��`�`�-=:��= •:>�_��_ -=��; :-' � �-'•�'��-� INSTALLATION TUDS PROVIDE MORE THAN T •— 1000 psi min Thickness to be 3/4' min when used py g REQUIRED 60 MINUTES OF a or 1 in. min when used with 15/32 in thick plywood sub-flooring. PROTECTION. Maxxon Corp.-Type D-C, GC, GC2000, L-R or T-F. l -J N Vapor Barrier - (Optional) Commercial asphalt saturated felt 0.030 in. thick. STUDS @ FOR PENETRATIONS, SEE 13/D1 = '- Sub-flooring - 15/32 or 19/32 in thick plywood min grade 'C-D' Exposure 1 or 'C-D' �� /j� /// /�� J 16" OC z with exterior glue conforming with PS 1-83 specifications. Face grain of plywood 2 2 °`to be perpendicular to joists with joints staggered. " ' c� 2 I T T ` T T T T '4. te: Whrnthe - 1bycin ,,"'1_""""i 'Note: When the floor is constructed using the alternate floor systems described above, � � � � j � � � . � � � 1 A L � � � � � y � a AS 1 by 3 in. cross bridging may be used. FIRE 5. Wood Joists - 2 by 10 in spaced 16 in. OC, firestopped 811 BATT 6. Furring Channels-Resilient - Formed of 25 MSG gals steel, spaced 24 in. OC INSULATION ATl• BARRIER .. n fastened to each 5/8" TYPE 'X' GWB 5 perpendicular to joists. Channels overlapped at splices 4 in. and OVER 1/2 RESILIENT /8" GWB OVER 2x joist with 1 1/4 in long furring channel screw. CHANNELS AT 24" OC STUDS AT 16" O.C. 1 1 1 11.A. 1 1 1 7. Wallboard, Gypsum* - 1/2 or 5/8 h thick, 4 ft wide, installed with long dimension c„—. .... perpendicular to furring channels and the side edges of the board located between joists. NON—RATED WALL "- °' Fastened to furring channels with 1 in. long wallboard screws spaced 12 in. OC. BUT ACCORDING TO c End joints of wallboard (or lath) similarly fastened to additional pieces of furring TABLES 721.6, THE a" 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 h mm from ends of wallboard (or lath) sheets. PROVIDE 50 MINUTES OF GARAGE - 8. Screw, Furring Channel - Case-hardened steel, 1 1/4 in. long, 0.150 in. diam shank, PROTECTION FROM THE SHEAR DIAPHRAGM, WHERE OCCURS, SHALL BE PLACED diamond point, Phillips-type head. SOUND 60 STC TL 81-16 INTERIOR. BETWEEN STUDS AND GWB 9. Screw, Wallboard - Case-hardened steel, 1 h long, 0.150 in. diam shank, self-drilling 55 IIC IN 81-1 CUSHIONED VINYL and self-tapping, Phillips-type head 6 N 10. Joint System - For Wallboard or Lath, Paper tape embedded in Cementitious compound U N I N SU LATED EXTERIOR WALL GARAGE - TO - UNIT WALL over joints, and exposed screw heads covered with compound, with edges of compound °' rn CD i cst feathered out. 3" = 1'-0" PLAN 3" = 1'-0" PLAN ° in c TYPICAL FLOOR - 1HR. HORIZONTAL FIRE BARRIER 14 SECTION N r ai ■ .... . .. " rn ra__ rrr • rrr .,i rr 1 r o ''f 3/4 PLYWOOD SUB N D 2x2 NAILING A• N FINISH FLOOR Il Mil STRIP _.. .. - ,. .. 44r lr' rrr /rr Fr rrr /r! /1/ 2 UNIT B1 26 GA LINE JO ST BAY WITH 5/8" • 4 KITCHEN ini DUCT TYPE 'X GWB r FLOOR FRAMING l)1 ',�' AT 16" OC ;; k _ _ _ _ _f_ _ _ _ _ _ _ _f_ A FAN HOUSING / �i�144 , STUDS @ D1 U. ALL INSTALLED ITEMS WHICH 14 VIWIVIILAVNNA FIRE BARRIER -� ' L FIRE PENETRATE THIS GW8 SHALL p1 BE FIRESTOPPED. ...,.,_ .:..,..:.,........ ;-..:.�.• ;,.._.,�:.:-,,_...,,... . .:.�.:.-..,-..,.....:...�...,.... :..... .....•..-= �- R11 BATT P"':•� �� + BARRIER INSULATION (`eliangliMEMINNUMNIEMIEMIMINEEMBEESIMIffill 58" TYPE 'X' G .'�.�.'�© . it, .. ... . 1. -. - -•• OVER 1/2" RESILIENT .. � . _ T F. 2 CHANNELS AT 24" OC EACH SIDE co W DUCT To' GARAGE DOUBLE 2x4 WALL ON SEPARATE ONE LAYER V'a" TYPE 'X' GWB u+ Q 1 FR. GA File No. FC5420 PLATES WITH STUDS AT 16" OC OR... Vs" TYPE 'X' GWB OVER > WALL SHEATHING !4!44.. P11!S41I'it_' " PROVIDE VERTICAL`�`�' ®1/4' heads, b' o.c. Joists supporting 1' nominal wood sub and finish floor, FIREBLOCKING AT T ♦ lrir T T T or 19/32' plywood finished floor with long edges T & G and 15/32' interior f'' 10'—O" MAX. OC. LINE JOIST BAY WITH plywood with exterior glue subfloor perpendicular to joists with joints staggered WALL TYPE CHANGE FIBERGLASS INSUL. W a 5/8" TYPE 'X' GWB 7 FIRMLY ATTACHED. ■s 1 1/2" = 1'-0" PLAN FlikArlL 1 1 . V) 4-, DUCT PENETRATIONS FLOOR BELOW TUB 3Y2" ACOUSTICAL a) � " � " 11 " — INSULATION EA. SIDE � E � 1 1 2 = 1 —0 SECTION i 1/2" = 1'.-0" SECTION USE THERMAL BATTS / WALL SHEATHING AT GARAGE. 0 = 1 EXTERIOR WALL 4 0� �� # INSULATION 1 1 1 1 1 1 1 > 0. 14 ��_-0 c §'s" GWB 0 4? RECESSED �' NOTE: CONTINUE WALL Q o E l)l CAN LIGHT ROOF SHEATHING TO THE ONE LAYER %" TYPE 'X' GWB .... 0 TRUSSES �.,� NEAREST CORNER. Q ., OR... fie" TYPE 'X' GWB OVER #i C r•r:='= `�' ' 4 FLOOR SHEATHING WATERPROOF DECK r/ %r` :f i . �`.> ` -('.. ...._, v.�. ` ; 'ft ∎ ��: WALL SHEATHING CO E COVERING OVER 2 :; ' ‘2 I t �0 SOUND TESTS 5O STC REQUIRED E I— -c 3/4" EXT. GRADE PLYWOOD 4,111111d rrr ry rrr rr - G) y. 'i tal ATTIC I © 2 2 ' TEST NO. STC RATING G — INSULATION I 2 NBC—W13c 54 CO NRC—TL-93-265 55 ,�., Y ■ �� oV4 OCF448 56 •i•+ p... T a - • .. ... . ....: ~j . ..�_� _ ... . . . ..� 1-Hour GA File No. WP 3370 � P.T. FRAMING AS ° -• - t s (,o ro 1 Hou A A •INDICATED „ LINE JOIST BAY WITH 5/8" One layer 5/8" Type X gypsum wallboard applied parallel or at right angles to TYPE 'X' GWB Vs" GWB each side of double row of 2x4 wood studs 16" o.c. on separate plates 1" 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. PROVIDE VENTED SOFFIT AT BOTH ENDS OF JOIST SPAN AS AN ALTERNATIVE TO BOXING IN THE RECESSED LIGHT FIXTURE Insulation is added for sound attenuation and is allowed by the Fire Resistance Lia A "JURISDICTION APPROVED" RATED FIXTURE CAN BE USED. Design Manual, General Explanatory Notes, item 10. (.D Eri A 1-Hour Fire Partition J EXTERIOR FLOOR LIGHTING PENETRATIONS ENTRY PLANT SHELF TYP. PARTY WALL 1- o lob No.: 12-04 Q_If_i) 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 3" = 1'-0" PLAN ° SheetNo.: / o 0 ,, Sheet Order: A B U F R E S D DIM. PT. SIDING PER ELEV. I —3 PT PLATE & .:- -*Iwilifiliallij ANCHOR BOLT W.R.B. SEE 9/D7 FOR RADON MITIGATION NOTES ,� ,I INSTALLATION INSTRUCTIONS _ R-1 5 RIGID INSULATION D1 -►�� + PER STRUC.�� SILL SEALER _ FIBER CEMENT SIDING. SEE The followin construction techni ues are intended to resist radon entr and :— 11 MIN. DRIP SIDING OVER WOOD SLAB-ON-GRADE T wl A 1 ELEVATIONS FOR TYPE prepare the building for post-congstruction radon mitigation. See OSSC 2010 11 Ilirli I I SHEATHING s ,ii EDGE t Special Amendment Section 1812 Radon Mitigation R-2 and R-3. D1 �� a j a t A W.R.B. 12" BEYOND Subfloor Pre aration: a a �� 1 ° SLOPE GRADE 6 I P �� CONC. SLAB '+�" •t AWAY FROM m , p � P.T. PLATE 1 BUILDING T CORNER EACH WAY Ala er of as- ermeable material shall be laced under all concrete ' � e � � ik r : : IiYI n U Y 9 P P 24 GAUGE PPM a`C a" a~f ate• aY ar• aY a�C,a`r�s7 aY,a� ,I slabs. The as- ermeable la er shall consist of one of the followin ►� FLASHING ��t��t�� ;a�� :�� a _9 P Y g a�aY aY a a:a.a��at-a ate.a7�► Q 1. A uniform layer of clean aggregate, a minimum of 4 inches ENTRY SLAB ENTRY SLAB �:� �:�:�:�:�:� �:�:��1'��:►�� I I=I ( I I ( I—) I S a ° a ,.• „ � -aY-a.-•aT�a.-•aY�a.-•a7 s7 �a:•a.�-�r7�a.�•� :ttlri2 �. thick. The aggregate shall consist of material that will pass a a a � � � 1�-i��+r��sr��r��„�, �,. ,�through a 2 inch sieve and be retained by a Ya inch sieve. ° -"'- ' -'1 ►%ri i iiii, I II-1II III III I�I II=111 ►�♦ a , al 4" PERFORATED 25Cer�tral �8day.• Soil- as-retarder. A minimum b-mil of eth lene or e uivalent flexible I ((—I 1 I I I I ►�� a e 21 g P Y Y q r�.i i i i .• + • • i; I - � FIG. DRAIN & FILTER=+ < WIRE MESH .I►► III Kirkland, 8033 W�1 1 6 6 1 6 I sheeting material shall be placed on top of the gas-permeable layer -=- �1 ° . _ - - a — _° o_ — p_ — � MATERIAL AS REVD Washington 1 r prior to casting the slab to serve as a soil-gas-retarder by bridging IF-111 II li II '. .• a •a III-IIJ11JI11 a GRAVEL ��j�j •1° BY SOILS REPORT S S 1 425.658* /ir / /ir Y I �1 t_lam 1�►j- ° ITS” '�I I�I I I ——_ I — ( - a —III-1 I I—III—I 11- L ...- to► i r r r brorlks rr c -� J a any cracks that develop in the slab and to prevent concrete from 6 ' I I I I 1-I I-` I I ( - I 1 I=I I —III=I 1 I —� —� —� 6 6 MIL. VAPOR a s a 5/4x4 EXTERIOR TRIM entering the void spaces in the aggregate base materials. D2 I MI I�T�I I EI I�I II I�I I�I I�I ITS' I II—I i I—�I r —I i I—I i I—I i�- 1 a ° �o / 1 11=1 I I-I I H 11=1 I I-111=1 I=111=111-1 11-1 1 a D2 BARRIER 14 FIBER CEMENT SIDING. 5/4x6 PANEL SIDING 1. The sheeting shall cover the entire floor area with separate 6 MIL. VAPOR II�II II II II -1I II II 1 i �1 ° COMPACTED FILL 0.4%.46 t�� rl SEE ELEVATIONS sections of sheeting lapped at least 12 inches. BARRIER FIRM BEARING a t� �•� rl " 2. The sheeting shall fit closely around any pipe, wire or other •, .` lb 0 FOR TYPE FREE-DRAIN SEES SHEETS FOR °--- ° 4 penetrations of the material. All punctures or tears in the 8" SEE STRUCTURAL ad ` ° a P P MATERIAL STRUCTURAL INFORMATION ,� �I FOR FOOTING SIZE N. I TO LE AUG SEALANT material shall be sealed or covered with additional sheeting. AND REBAR a ° �• Entry Routes: — • yFloor Openings around bathtubs, showers, water closets, pipes, wires or . KIRKLAND, WA 's !Z:: TYPICAL CORNER other objects that penetrate concrete slabs or other floor assemblies TYP. PARTY WALL AT FDN. WALL AT 6-PLEX ENTRY TYP. EXTERIOR WALL FOOTING K 5558 A shall be filled with a polyurethane caulk or equivalent sealant applied In ( Q J � 1� 3" = 1'-0" PLAN accordance with the manufacturer's recommendations. / 1" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-O" SECTION • All control joints, isolation joints, construction joints and any other joints in concrete slabs or between slabs and foundation walls shall be sealed joints shall be filled with poi y rethane DIM. PT. with a caulk or sealant. Gaps and jo u u ,/ T `♦ ♦ T T T caulk or other elastomeric sealant SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD) w ;... Passive Subslab Depressurization System (basement or slab-on-grade) } 6 .. • Subslab soil exhaust system ducts (SSESD) shall run continuous from below 3" DIA. PIPE D1 a the soil-gas-retarder to the termination point. MATERIAL AS APPROVED PER OSSC 1812.3.7.2 GARAGE = • SSESD's shall consist of one three or four inch diameter solid pipe or multiple EXTERIOR pipes providing the same cross-sectional area. INTERIOR D1 INTERIOR AIR-TIGHT SEAL AT ALL PIPE JOINTS -.4- 2 6 N. a a • All annular openings between the SSESD and floor slabs or soil-gas-retarders D1 CONCRETE w SLOPE GRADE z z 6 6 6 shall be sealed airtight. CONC. SLAB AIR-TIGHT SEAL AT ANNULAR OPENING GARAGE SLAB - • AWAY FROM m °� 1 iiiiiiiii.i.. • One SSESD shall be installed for every 2,000 square feet or portion thereof of .j POLYURETHANE SEALANT > - i /// /// a '' 4 � BUILDING a, I 6 r 1 - building subslab or crawl space area served. Subslab areas isolated by subslab SOIL-GAS-RETARDER a 1 �� walls shall be provided with separate SSESD's. 6 MIL. POLYETHYLENE a Q : 4 CONCRETE FILM, LAPPED 12" AND I I=III III=I I -. t • Grade. SSESD's shall not be trapped and shall have a minimum slope of 17. slope. - a a ° . a SLAB-ON-GRADE 1 111-111-111 111-111-111-11 =1 I �— _ FITTED TIGHT AROUND —III=III—III—III=III=III l III I III III I I- 1 SEALANT • Subslab aperture. SSESD's shall be embedded vertically into the sub-slab - a _ — — _ -: ° ° • ANY PENETRATING ITEMS. III a aggregate or other permeable material prior to casting a slab. A T' fitting or ;-i•i i.�4. ° f:... ;. a —1 1 1—III III I I IA I • ' 2x2 INSIDE CORNER TRIM is i i t. i i- - —1 1 I I I ' c� . 0111111111..- equivalent method shall be used to ensure that the SSESD opening remains 0. • .."• r . -.-• .-. ,-• _ a _ 1 ® ° I I F-I I III ".-�.,".�,"•�r•.r:• .:. ,,•�:�.r".,�.• . (, o SEALANT within the gas permeable material. • _ a - .eat. r.- L L s- L �.• willill GAS PERMEABLE MATERIAL Dill11 I 1 Imo_ a III-III-II�II rrI�►., 1. 1�i ,� �.��i-'�•��; UNIFORM LAYER OF CLEAN COMPACTED FILL • a 4 FIG. DRAIN z FIBER CEMENT SIDING. SEE • Termination. SSESD's shall extend through the roof and terminate at least 6 6 1-11-III III=_ 1= 111 4 • '11=IHII- I-T " r--u -� �•� �.-_. -�_�_�-� .�-1- AGGREGATE SERVING AS a .0 ELEVATIONS FOR TYPE inches above the roof and at least 10 feet from any operable openings or D2 III III-1I�I 11=1 I 1=1 I I l l I-!I EI I I-114 111=1I r 1= =1 I 1=1 I1=1 i 1=1 I 1=1 I I I I-1 I i-1 I 1=1 I EI I-I I 1=1 I z 4 ° T 01111111°.°- air intake. I H I H I I-T-1 I I-III-I 11=!I-!I I-1 I H I I- I I I 11-111-11 I-111=1 l I—I I 111E-111=M=111 I I—II I;,1 a W.R.B. SEE 9/D7 FOR 6 MIL. VAPOR _IIIIH11�111-„111„111-11 „ III-11111, ' I- 1=III=III=111=III=III-I1-Ilr �I-III _ ■ • Identification. All exposed and visible interior SSESD's shall be permanently I I I1=111-I I 1=1I 1=1 I1=1I 111-1(GASES=1 = d a °� � c, INSTALLATION INSTRUCTIONS P P Y BARRIER FIRM BEARING -I I�I I I-111=111=1I I-11-111=1 i 1=1 i r=1I-I d -Ill •• 4 Q SHEATHING identified with at least one label on each floor and in accessible attics. the ';III=III=III-III=III=III _ r "T” FITTING '� M�04114%0 Q FREE-DRAIN SEE S SHEETS FOR I=111111=11 111=III „III- _, -„�= SEE STRUCTURAL °--'- A ' �`� label shall be by means of a tag, stencil or other approved marking which MATERIAL STRUCTURAL INFORMATION 11=-717 ENSURES SSESD REMAINS I� I�� states: 'Radon Reduction System' SUFFICIENTLY ANCHORED FOR FOOTING SIZE r-- AND REBAR a • SUBSLAB SOIL EXHAUST SYSTEM DUCT 6 T TYPICAL INSIDE CORNER INTERIOR WALL FOOTING DETAIL AT SLAB TYP. EXT. GARAGE WALL FTC. o 18 10 ® 2 3” = 1,-0” PLAN 1" = 1'-0" SECTION 1" = 1'-o" SECTION i 1/2" = 1'-0" SECTION ° in THRESHOLD SHALL NOT EXCEED 1/4" IN HEIGHT. N (I) 13 o N GARAGE UNIT F.O.S. 1 UNIT a® 1" MIN. t 3Yz" CONCRETE SLAB Ca EXCEPT Al B1 Mk FLASHING ON ACCESS RAMP UP C ;1 D1 THE DOOR AT EXTERIOR ---------- OR GARAGE j DOOR THRESHOLD FINISH FLOOR _ 't 2x4 P.T. SLEEPER FOR _,,z_•CONC. SLAB ! z FLUSH CONDITION ATTACHMENT a OVER GRAVEL RIGID SILL PAN - SEE DETAIL -RIGID • a 8" CLEARANCE '' g INSULATION 5 ON D7, ALL I INSULATION . - - a TO GRADE —1 a Q sssi�, EXTERIOR DOORS ° SLOPE \ _ ° WELDED ,� ° WELDED I 11 , 11 I I I N '. WIRE MESH ° '♦ WIRE MESH ♦♦ -• rv-r • rr HII=iI1-11 III-1IHIi r. r-ir rrr I I 1 ��+♦+ • - • • I 1 1-11 1=1 11= I-1 I I-I I f=1 I F a . ♦++ ♦♦.♦.i,� V!�: •: GRAVEL +.•i i-• i co' . •- GRAVEL rr=rrryri • tiiyi�l ir1IM ♦♦• ��1=11� "♦+ • • • ��• rte• • • • • • • • • • • •. • .� •�� < +++•��i�• iii ♦t �.♦♦•i-iii 1 r ►� iFifit.•.1 1 i i i i.i 1 r i i k40, •♦. - 1=11=111: ♦♦•r • • t.-• . .t . . . . . . •-. _- . .�s ♦•1!ZtZeZtZt Ve t: THICKEN SLAB TO 6 MIL. VAPOR -III— ++�+•• !-! • !•.-• ! 6 MIL. VAPOR AT FLUSH PATIOS c� • iti0,4.0i`• •�ii4• iii •1i., ° :+): IrI--� " 11=I CONC. ENTRY SLAB* d i+0i W ," ... . ,-,tom •:_• . . .t+< +� 1=III: ° + I►=11►=1 (-III=11 A MINUMUM OF 2 r li i Ile i i.idef0 0 i 0 0,4 a ,+++4,11=1I1 1=1T1-11 BARRIER .II-, ,,:•:*, 1-1-1 E11=TI, ,11 BARRIER AND ENTRIES BELOW GRADE - o I ri I r1 1=1= r_I I-1=11-1 kV 11►=1 l-'-"'=11 I=1 I I: a ++ .• 2 I F"-"'-"'-" I"El I�l I EI I EI I EI I I+•'I I-1 11=1 I I� 6 •••*,I I=1 I I I I 6 4,,, '1=111-1I I-I I I-I I l+.+4 111=111 D2 �►s i 11=111a III=1 I__, D2 18" BELOW GRADE > '' II ' i lI A° +:' I-1I' %♦.4 I- FOR POSTS +--•-• COMPACTED ° �* 1I-111= 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-7 WALL AT GARAGE FLUSH DOOR DETAIL THICKENED SLAB EDGE .® \_. 1" = 1'-0" SECTION 1" = 1'-o" SECTION 1 1/2" = 1'-0" SECTION Q (7) L a. a) CONC. SLAB OVER e 0 c •e- GRAVEL OVER PAVING - DIM. PT. ay G co COMPACTED FILL SLOPE AWAY UNIT I GARAGE 01) > g a V SLOPE PER FDN. PLAN RIGID INSULATION `: 41111 4.0 If 0 o ° a ° a 4 SLAB - SEE � �j _ " a ° 6„a FDN PLAN 0 Q) LW�,.(/ ,,,(�i!I„/,L'i�,.,ICS►�,.{,iC+►'• �-�'L,a""�:`,'.' f' I I o Z ®.i'�i C�.�iul, �Vt [e tt$01$.1P0�140011 .;!:.Or. et. OU MIN. 111(-11(- g �� ° •ira tA.ra..16411 i.ekke teener• d ° -I I l 1 a a �'41N T(I-Ili-III III 't se” • 11111111 11 I-11 I-11 I-1 I -- - -' , „,,...,,,,,,,,,,,,,,,r4,„,.,. �`..,,,„.,„,:.,,.....„,,„.,,,:,,t,: fi 11=111=111=1 - a E I- I—I I I—III— •1 1.�1„i!i l,a;i�•�i�i4•i�;.♦♦ 1 _ —I —III-111—III I `� . • • . .,, • . • . • • • • .•♦•. —1 1-111- s3 I —III—III—I 1I— Q 11I�if.i11•�.i�t f±t�i,+:. �1-1Ii < • > WELDED I �i111111111 1111111111`$+x 1 a = V 1' WIRE MESH '11= I-III=1i+i+i j " _ •..� GRAVEL , III=III ►• � ° .! alli ° • 1 0 a O "+? 6 6 MIL. VAPOR a I a° (2) #4 CONT. , a 02 BARRIER • I • M COMPACTED FILL ° NON-STRUCTURAL SEE STRUCTURAL / L FOOTING FOR FOOTING SIZE V a) AND REBAR vi J Q W Job No.: 12-04 Ci- GARAGE SLAB AND APRON GARAGE TO UNIT C 6-PLEX o SheetNo.: ) 1" = 1'-0" SECTION 1" = 1'-0" SECTION D2 Sheet Order: AB O F R E S D 10C 4 D3 D4 t-----, ■ I SIDING t\�,i _ FLASHING AT \ TOP OF TRIM 1 , / t 1 •"*, t f L. 8 v�� 108 a / 16 D3 D3 i! [ ! D3 RAIL SYSTEM 8x8 POST BENEATH i� t PER MANUF. 8/ Arc hart--, l x TRIM J 15 it Il D3 25 Centt&l:Woy, Ste.210: 1%2" z . Kirkland,Washington 98033 DECK UNIT A 130 . N / vela.rwvi ' aiibroah nrat►:ccii SPACED DECKING MATCH PATTERN SIDING nnr`-, �tI) Air Allt _ _ �� r,� t\_ Fr- wr T O LE AUG,�►. 108 —.. KIRKLAND, WA 41 "_ SPACED DECKING PATTERN D44 D3 t.� 5558 °) 1 1/2" = 1'-a" PLAN / A I n F t\ i A 151 SEALANT PER DOOR 108 6 INSTALLATION D3 L INSTRUCTIONS VINYL SLIDING GLASS DOOR PRE-MANUFACTURED CD CD CONTINUOUS SUPPORT SILL PAN - SEE 16/D7 FOR GUARDRAIL SYSTEM DECK 0 UNIT B2 SIDING INSTALLATION ATTACHMENT PER MANUF. AND TRIM En BLOCK PER DOOR MEG. \-515- - REQUIREMENTS SEALANT PER MFR INSTALLATION Q 14 REQUIREMENTS �-�\ I� D7 � 5/4 TRIM PT DECK t t 1x4 TRIM ;:; o PROVIDE DRAINAGE SPACE FRAMING ./ i .-i z _ _,; / 3" 6" SPACED DECKING p3 14 0 A an SCHEDULE FINISH 01111111 VI SLOPE D3 s=FLOOR � Wirr -J,t i�) �a 1 !rJ/1smag/lrl 2 r 5/4 TRIM EDGE OF iiii i SPACED DECKING b c 10C DECK d1\illtV� °`24 GAGE PPM 1)3 18 D3 FLASHING - c� i"' D3 2x10 AT EDGE / f _ 2x8 JOISTS SEE 17/D3 a t TO MATCH FRONT ► — ©�, ` / il BEAM DEPTH ';, �: 2X10 DECK LEDGER - SEE P.T. BLOCKING p, 6 STRUCTURAL FOR ATTACHMENT i ,� RAILING ATTACHMENT B p1 ` 12 BLOCKING PER MANUF. - SIDING SYSTEMS D4 TYP. o WEATHER RESISTANT BARRIER DECK 0 UNIT C `� WRAPPED 8x8 POST 4 O BEHIND DECK LEDGER. LAP OVER BUILDING PAPER BELOW DECK. WRAP UNDER SILL BEFORE FLASHING DECK AT WALL DECK EDGE DECK DETAILS o \18 14 10 , \ 1 1/2" = 1'-0" SECTION i 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" o "' t1i," /\ 1 1/8" FLR. SHTG. c ( w N N ■ EDGE FLASHING '"' OVER BLOCKING SEE STRUCTURAL (t�I 19 AND 1x4 EDGE SIDE FRONT r 'FAD I D1 0) DETAIL FOR f Ali STRINGER SIZE ' a 0A AND SPACING BATT 1� UTILITY 3 Q 2x8 TRIM r, INSULATION D4 DROP TRIM TO �� STAPLED TO Er o COVER x10 AT (/ 2J' BOTTOM OF FRAMING AIL FRONT OF DECK s TYPICAL EXTERIOR r'1 z r �� ,� =,, �iilG h N j N 10 2 LAYERS OF 5/8" GWB POST �.�kl �©il a 16 ��, WHEN STRINGERS ARE MORE �T%Ir�_- SEE ALSO STAIR PLANS �--!© D1 �- THAN 16" O.C., 1 LAYER OF HARD! SOFFIT 5/8" GWB WHEN STRINGERS CORNER Dl �, Q --; ARE 16" O.C. OR LESS. TRIM > � '' 5/8" GWB 0 POST AT UTILITY CORNER DECK EDGE INTERIOR STAIR DETAIL 7 ,® 11 1 1/2" = 1'—a" SECTION 1 1 j2" = 1'—O" SECTION _ 1 1 j2" = 1'-0" PLAN (1) Ilima w ,y, E N 1 6 WRAP 6x6 POST ABOVE DECK Q C Nan x 4 V-CENTERED ON 8x8 BENEATH ps a t0 4 r GUARDRAIL CENTERED C) L 0. wC ca SIDING D3 ON POST o E �� 2,_0" Er" OVER .y.� .� EDGE FLASHING BC60 AT POST BASE AND C 6 v 1, SHEATHING OVER BLOCKING 1 r 1 FLASHING AROUND — SEE 3/D3 N 41 y I METAL AND 1x4 EDGE N 1 E c im I FLASHING 21 Y4" GAP MIN. i� '� • -'"� 2x8 TRIM W/ RABBIT, 1t' BLOCKING OVER "� �- POST FOR 6x6 E DROP TRIM TO 0� ABOVE 0 .> 0 HARD! SOFFIT 10' SLOPE COVER 4x10 AT r Q _ mie FRONT OF DECK „ C,� 'Ani or 8 8 z 61 Aik z _ 6 2x8 TRIM I Q D4 A 16 r D1 12 HARDI SOFFIT M ��) Q D4 1x8 POST WRAP 1 SO ) D1 8x8 POST Br 0 J SOFFIT DETAIL UNIT A DECK Q 1 o Job No.: 12-04 \\.._ 1 1/2" = 1'-0" SECTION 1 1/2" = 1'-0" SECTION , sheet No.: 0 D3 .„. c„ Sheet Order: A Bi► U F R E S D lb ' ± SIDING SYSTEM-NI �i GA FLE NQ. WP 3640 BUILDING PAPER --i� One layer '$ Type X gypsum walboard applied ' °1°1i ;: IT ;, parallel or at right angles to each side of 2x4 �II�I - 14 ► -_ 1-HR ON UNIT T SEPARATION WALL wood Muds, turned flatwise, 24' o.c. with ód coated v SLOPE 1 ' 01 UNIT DRAG TRUSS-PROVIDE BETWEEN TRUSSES 1 HR UNIT nails 1 /g long, 0.0915' shank, Ya" heads, T o.c. 1-HR 10' MIN. �,;i ROOF 24"TRUSSES !'' VERTICALS AT 24" OC SEPARATION WALL AT 24 OC ROOF INSULATION D4 DRAG TRUSS-PROVIDE I ` D1 BETWEEN TRUSSES LBELLY BAND i P/ ,� 12�� VERTICALS AT 24" OC FLASHING, EXTEND " - r . 'UNDER BLDG. PAPER, /11L \ -,.. �� I !11L __/y c� L�`�; + , 'i I I '' I TRUSS i =- p io 4 . .. . . . 1 . . 1 . . 1 AL . .. -- l V'-2�2" A.F.F. ... �._.� . _J _1 ,' _ . .� ! ±iiiiA N STRUOCTION HARDSOFFIT / 1 wM t1 2x3 WOOD TRIM ► .; 2 �_ ._.. f..,.. ararN,tar�I:�' � D4 ""� brcln '� UNIT EI I _� VENTED SOFFIT :� OUTR GGDER PARITY WALL .44' ? ►� .: TYP. ROOF/CLG. �' CONSTRUCTION � � �i 10 � �' TYPICAL 8" ='9: 1 5/4x4 EXTERIOR TRIM 111r�i D1 NOTE: TO BACK 4 ._ PARTYWALL „►-� PROVIDE PVA WALL PRIMER AS FACE OF D1 ■ '� - � —S TYPICAL VAPOR BARRIER ON INSIDE FACE FASCIA ;, `� 4 l';�� OF GWB. i A I TO LE AUG!"-;. '� WALL RIOR 1'-6" I D1 i;; `� - KIRKLAND, WAS CANTILEVER FLOOR TYPICAL ROOF/CEILING g ATTIC SEPARATION WALL ATTIC SEPARATION WALL p 5558 . 17 13 5 1 �� 1 1/2" = 1'-O" SECTION i 1/2" = 1'-O" SECTION 1 1/2" = 1'-O" SECTION 1 1/2" = 1'-0» SECTION 1' oF � COMPOSITION SHINGLES OVER ROOF SHEATHING DRAG TRUSS-PROVIDE ►� > PROVIDE A MINIMUM 12 VERTICALS AT 24" OC OF 30" HEADROOM BUG SCREEN _ 111111=' °' CLEARANCE =' 6 ` I 1-HR UNIT 1.. _o `i FLOOR BETWEEN °' . 2x BLOCKING BETWEEN {: `` - _ ' UNITS OR OVER RIDGE SEPARATION WALL �,_ ► - ZE TRUSS ENDS WITH (3) 2 �,CENTERLINE RIDGE VENT, HOLD BACK 1'-0" ROOF TRUSS- -'� , DIAMETER VENT HOLES D4 BETWEEN TRUSSES `�Q :,: ■ GARAGE FROM GABLE END, AND 4'-O" INSULATION DAM flat a ■ FROM PROPERTY LINE 14 $14'is C6" OC I COMPOSITION SHINGLE / i1!1! !I1!&I T �~ , D1 DIARAGM 8 -; ------ 4° � , Y . °C I.A. ROOF TRUSSES /% `�`�, ` �� mow.-. �, I ¢`-' a • .,,-T ` I iS L. LET OUTRIGGER / I Z _ ii INTO WALL �, % oN m _a�� `� ., „ METAL `"" 22 x 30 MIN. OPENING FLASHING I �, +� o_4J , ;. ., 10 5/4x4 TRIM �` ! �"5/8 GWB AT CEILING =-= , w 11111H111MFO' 1 1�1 T� I . SEALANT 0 METAL 1� 1�2 A, SIDING SYSTEM / �� .. �� o fillin . . A . . ._ . . . 1°. GUTTER T 1 TYP. ROOF CLG. - : . . . , . , ©,M� .. ,. , . .. . . . �,. : SEE ELVATIONS ►� NM VA"� , CONSTRUCTION 4:3 D1 rilf4,4 ` FOR TYPE 2x8 FASCIA ' 1 I ' FIRE-SAFING o ;;:ThERSTRIPPING W.R.B. - SEE 9 D7 TYPICAL 8 , ►' , z MINIMUM OPENING 13 / 0 4 1 �� INSUL. FIRESTOP REGARDLESS D4 PARTY WALL w �,A SHEATHING ■ cc- D1 0 OF ROOF PITCH ix4 � x z 5/8" GWB CLG. D1 == ' a TRUSS 1'-6" _ NON-BEARING I BEARING j SITUATION SITUATION RIDGE VENT (1-4) ATTIC ACCESS --* OUTRIGGER AT UNIT A ATTIC SEPARATION WALL PARTY WALL AT FLOOR o 8 » _ _ - » » _ '-o+ SECTION 1 1 2» = 1'-O" SECTION 1 1 2" = 1'-0" SECTION o lb os / 1 1/2 - 1 -a SECTION 1 1/2 - 1 0 SECTION 1 1/2 1 / / SUBSLAB SOIL EXHAUST SYSTEM DUCT (SSESD) 3" DIA. PIPE, MAT'L PER OSSC 1812.3.7.2 OPTIONAL Y" MESH SCREEN 12 COMPOSITION SHINGLES TYPICAL 1� i-, N 4 I ( EXTERIOR D1 UNIT ABOVE ROOF OPTIONAL RAIN CAP \�_. 6 � OVER ROOF SHEATHING WALL �� = c o ,, ` T 2x SCREENED VENT BLOCK r .�-�': o 0 - - 10-o MIN. FROM ANY OPERABLE OPENINGS __�ij. N I' OR AIR INTAKE ```� 1-HR UNIT SEPARATION WALL ► -�i: TYP. FLOOR `�► ~ .. BETWEEN TRUSSES SEE 1/D4 DRAG TRUSS-PROVIDE CON ST. METAL RAKE 3y2" III COMPOSITION ROOFING BOOT FLASHING �� VERTICALS AT 24" OC ►_ D1 FLASHING OVER ROOF SHEATHING \� TRUSS �` � ir, ----$-1 A_F.F. FIN. FL- -ti AIR-TIGHT SEAL AT HARDI /) �� SIDING SYSTEM 3_ a) ,:. l'Fi' °1-''.:'" .. ALL PIPE JOINTS SOFFITy. METAL a Q FLASHING c 2x8 / LABEL VENT PIPE QT��' BUILDING PAPE FASCIA / "RADON REDUCTION SYSTEM" METAL I '1iIi.`A ROOF TRUSS' SUPPORT PIPE WITH PUBER GUTTER 11,1111' FI `(2) 2x6 TOP PLATE � i'�',�'�'��'�'x8 FASCIA . A. I �t .. -.--__-- 8x8 P.T. POST ," " " " , " " ' TERMINATED TOP SEC TION =-�. : TYP. ROOF/CLG. �, a AN ELEC. CIRCUIT, 8x8 P.T. POST TYPICAL 8 CONSTRUCTION UNIT > R � " ! � IN AN APPROVED JUNCTION BOX, ■ ' ' " ' �� Aim J' m „ SHALL BE INSTALLED IN ATTIC FOR PARTYWALL '� D1 �� _ _�_.. _. _:.._ INSTALLING FUTURE VENT PIPE FAN I�I_'� .: . . _ ._ _ I 4 �� 24 GAGE PPM FLASHING SUBSLAB S e IL EXHAUST SYSTEM DUCT '% 2x4 TRIM D1 I _ 0) „ F CHAMFER TOP ATTIC SEPARTION WALL FLOOR / WALL DETAIL 19 3112 RAKE DETAIL DETAIL AT ATTIC/ROOF , 7 .0 (.1.* / 1 1 2" = 1'-0" SECTION i 1 2" = 1'-0" SECTION 1 1 2" = 1'-0" SECTION 1 1/2» = 1'-a» SECTION �./ / / ririirii.' _ 3�2" ', • • '� 8' E tip ik r4: COMP. ROOF g OVER ROOFING 8 ' 8 / �� Q Q ' i 0 'S INDICATES COMPOSITION SHINGLE UNDERLAYMENT OVER ROOF SHEATHING E- UNIT `� D1 STOP SIDING AT D1 =T UNIT CONTINUOUS METAL ROOFING SYSTEM I/ // :' UNIFORM LEVEL ► >�? RAKE FLASHING `� 12 �iirA�.�► ��III UNIT AROUND DECK —i' > i Q. LAP 4" MIN. WITH ,. . . . . . .ea.. ..�.,. . :�"^"� : ,�..:.-, .._."-' 6 �'� 1-HR FIRE PARTITION 0 E TYPICAL SECTION ►■ IJPARTYWALL 2 ROWS SEALANT T� _Y T ° I FLASHING AT -� T �, (� AT ROOF v 2x SCREENED VENT BLOCK ;,, 1 w �'� h \_OUTRIGGER '� a, �T i 1x8 TRIM AT �'� �� DECK PERIMETER �-; L UNDERLAYMENT ,►� �� SEE D6 FOR P 4 �» ROOF SHEATHING ",``jam` s WERG POST i!lAIAOI4Ii!AI LAP 1 M . DOWN I FO E- " ' 111 ``` T BASE DECK LOPES w.t�l ``� MIN. %a" PER FOOT = `— 2x 8 FASCIA * � 24 GAGE PPM FLASHING TO OUTSIDE EDGE 5/4x4 TRIM r° "�AFC� 6 OC .�.i D j!1 WALL _[ WALL SEPARATING PROVIDE 1111111 i _ BLDGFELT . .i.'.'.i.'.' T EXTERIOR �, ENTRIES AT SIM. '�'/ — Q♦��!1 2x8 FASCIA ,I TOP AT 0-0 A.F.F. FURR WALL AND TRIM --, UNIT WATERPROOFING >� -'�� TO MATCH 8x8 POSTS >D 11. 4/� T INFORMATION 11411-11110 4 r 1 1M SEE 12/D4 PATIO OR ��i I 1'-6, BASE .��NIAMII .: D1 ��I D X DRIVE �"'! Q 0 on GABLE RAKE DETAIL TYP. ROOF Q EXTERIOR WALL EXTERIOR POST (6) PARTYWALL AT EXTERIOR WALL AT DECK FLOOR l 1 0 lob No.: 92-04 . _ " - v--0- 1 1 2" = 1'-O" 1 1 2" = 1'-O" PLAN 1 1/2" = 1'-O SECTION Sheet 1 1 2 - 1 o SECTION 1 1/2 = SECTION / / / o D4 . c, Sheet Order: A B U F R E S D 7 W, % - SIDING - SEE ELEVATIONS FOR TYPE INTERIOR EXTERIOR : ` 1 CEDAR OR PRESSURE �a" GWB 1 I A W.R.B. (TYP.) TREATED WOOD SIDING - SEE ELEVATIONS , SEE DETAIL 16/D7 FOR FOR TYPE : INSTALLATION / WINDOW FLASHING IIJ*I W.R.B. (TYP.) I i SECTIONAL OVERHEAD SEALANT SYSTEM SEE DETAIL SEE STRUCTURAL I SEE DETAIL 16/D7 FOR HEADER PER y I 0� OPEN NG AT SIDES - - 1FOR HEADER SIZE INSTALLAON STRUCRAL ,� e GWS SEALANT� � � WINDOW JAMS SHEATHING 5 4x10 SPACERS EXTERIOR BACKER ROD 5/4x10 SPACERS / SLOPE ,� ,�� & SEALANT ��• •�� 'AS NEEDED AS NEEDED I 10' MIN. �►" MIN. GAP GW8 6 < 5/4x4 WOOD TRIM II Architects 1.SEE DETAIL 12/D2 FOR GARAGE SLAB 6 WITH DADO JOINT :� 'i * AND APRON A 25:C retrrsl:Way,.. S#e,2.10. . FLEXIBLE MEMBRANE 0 �_ Vii 24 GAGE PPM FLASHING 1 ' / FLASHING ,��-.• J Kirkirrnd,W'oshington 98033.` 24 GAGE PPM FLASHING SLOPE p _ W/ DRIP, SLOPE AWAY FROM �, 5/4x4 EXTERIOR — DRAIN 0:425.454413 F.II BLDG 4" HIGH @ HEAD, Ci l TRIM (TYP.) 0 v ..:+ ! WINDOW FLASHING SYSTEM SHEATHING 5/4x TRIM �w, tbrrrtldtc3r.carga.: v PROVIDE SEALANT END _ WEATHER-RESISTIVE ,�/ 4\ \\ DAMS AT EACH END SEALANT • SEALANT AND BACKER ROD n SEE DETAL 16/D7 B BARRIER BEHIND TRIM WOOD FRAME 5 4x4 EXTERIOR i l 1�� / PER MFR INSTALLATION W.R.B TYP. PROVIDE 2x8 BLOCKING REQUIREMENTS ' j SIDING INSTALL PER MFR JAMB PROVIDE 2x8 BLOCKING �� '�' INSWINGING TRIM (TYP.) (FOR DRAPERY) EACH SIDE I III III SCHEDULE DOOR SEALANT PER MFR OF HEAD AT ALL LIVING SCHEDULE VINYL ►� ( � r J I REQUIREMENTS _ \ (FOR DRAPPERY) EACH 471 0 LE AUG INSTALLATION REQUIREMENTS UNIT BEDROOM AND GREAT 4 SLIDING DOOR A . I SIDE OF HEADER AT ALL _ ROOM WINDOWS (TYP.) := / I LIVING UNIT BEDROOM WINDOWS (TYP.) tp KIRKLAND, WAS EXTERIOR DOOR HEAD PATIO DOOR HEAD A GARAGE DOOR THRESHOLD -- `� SEE DETAILS 16/D7 ti , r•� 5558 ' I FOR WINDOW INSTALLATION I SIDING INSTALL 11) ��3" = 1'-0" SECTION 3" = 1'-0" SECTION .- 3" = 1'-0" SECTION A DIAGRAMS ` I PER MFR. REQ. ll O F O SEE FRAMING . r 1 W.R.B. TYP. SEE SILL PLANS FOR ... 1 DETAIL 9/D7 TYPICAL EXTERIOR WALL HEADER SIZE 1 D Y2 1:11. 24 GAGE PPM PROVIDE BLOCKING FOR " SILL OVERLAP N TRIM AND SIDING PROVIDE BLOCKING FOR TRIM AND SIDING 5/4x4 WOOD TRIM WINDOW FLASHING SYSTEM I 4 FLASHING d- GWB SEE DETAIL 16/D7 (TYP.) �1x SILL INSULATION END DAM MSLOPE SEALANT« � T T T 'I I � I'•• • T �ySEALANT 5/4x4 WOOD WINDOW TRIM TYP.WINDOW FLASHING ,, R M _-- - �I SYSTEM SEE 16/D7 A - ;,� '� r 5/4x4 T I II.... . .r FLASHING SYSTEM �.' I' NDOW� ►�1.,� SEE DETAIL 16/D7 //1 /// / / A �_ -_. (TYP.) - ' " i .��I �. I — - _ _ ��- _-/// ,� �AD AND CD BNDOPW';SIDING SEE E E FOR TYPE SHIM PER DOOR LINSTALL WINDOW SEALANT L WINDOW SHIM PER DOOR I SEALANT PER MFR MFRS REQUIREMENTS — PER MFR N FOR TYPE MFRS REQUIREMENTS REQUIREMENTS Y4" GAP�.1 PER MANUFACTURER o .c INSTALLATION SEALANT AND BACKER ROD ��_ Z FLASHING SYSTEM SEALANT PER MFR REQUIREMENTS PER MFR INSTALLATION BEVELED 2x2 SEALANT BACKER ROD & SEALANT 0 0 SEE DETAIL 16/D7 (TYP.) INSTALLATION REQUIREMENTS z SEALANT PER MFR REQUIREMENTS WINDOW FLASHING SYSTEM 5/4x4 EXTERIOR TRIM (TYP.) A MIN. GAP SHOWN SEE 5/4x4 WOODTRIM 5/4x4 WOOD TRIM INSTALLATION 5/4x4 EXTERIOR SEE DETAIL 16/D7 (TYP.) JAMB MFR INSTALLATION D REQUIREMENTS TRIM (TYP.) REPRESENTATIVE ELEVATION INSTRUCTIONS HEAD d N EXTERIOR DOOR JAMB — SLIDING PATIO DOOR JAMB WINDOW DETAILS a tN ( 8) cl4 " o c, 3" = 1'-0" SECTION _ 3" = 1'-0" SECTION ..� 3 = 1'-.0" INSULATION AND ENERGY NOTES • HEADER PER , EXTERIOR FIBER CEMENT LAP SIDING SYSTEM ��_ STRUCTURAL - �C>i Doors LAP W.R.B. OVER 4, i� Q CO SIDING SEE ELEVATIONS All insulation materials shall be installed according to the All exterior doors or doors serving as access to an enclosed (PRE-FLASH) AND D1 Y>t . a �.l- FOR TYPE manufacturer's instructions to achieve proper densities, and maintain unheated area shall be weatherstripped to limit leakage around their METAL FLASHING I (, N 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 practicable. differential pressure of 1.57 psf, leakage shall be limited to 0.37 cfm/sf SEE ELEVATIONS FOR 1 `"O- 1 : �� ALIGNMENT OF BELLY BAND ' 1 �� ra Where required, insulation shall be installed with clearances of door area. I �� SHEATHING q ______ 1 according to manufacturer's specifications. Insulation shall be installed The thermal transfer characteristics of insulated doors shall be ( Q 24 GAGE PPM FLASHING ventilation is unobstructed. For blown or poured loose determined per NFRC 100-2001. '� h�� W/ DRIP, SLOPE AWAY FROM so that required e p P GALVANIZED METAL 'Z' r 2 � BLDG 4" HIGH @ HEAD, fill insulation clearances shall be maintained through installation of a FLASHING, PAINT TO / .■-_' 0 - PROVIDE SEALANT END permanent retainer. W WS d- TOP OF MATCH TRIM / ?O..: Q Q DAMS AT EACH END Glazing U-values shall be determined in accordance with NFRC FLASHING 2x2 TRIM A 100-2001. Using ASTM E283.91 at a differential pressure of 1.57 psf, 10' MIN. . 0 A leakage shall be limited to 0.37 cfm/sf of window or door area. 01 4,--,001 5/4x4 EXTERIOR R-15 perimeter insulation shall extend downward from the top of 9 5/4x10 BELLY BAND W/RABBIT � Wail : h. 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 -• l TRIM (TYP.) U-values indicated on the unit tans. SEE ELEVATIONS r' ' i 0 horizontally beneath the slab for minimum total distance of 24 . P �� Y - Windows shall be furnished with outdoor air inlets as indicated on INSTALL W.R.B. UNDER � � - W the Unit Utility plans. Inlets shall have a controllable and secure BELLY BAND (PRE-FLASH), `� .11 ,' SEALANT insulated t8 opening and be capable of a total opening area of not less than SLIP W.R.B. UP UNDER _ .❖.•.-.-.❖ � Floor insulation shall be installed in a permanent manner in I 01-01110-- � � `� I� WOOD FRAME substantial contact with the surface being insulated. Insulation supports four (4) square inches and tested by a nationally recognized standard PRE-FLASH �-��i > 1 ' 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 1 screened or otherwise protected from entry by insects, leaves, or SEE DETAIL 9/07 FOR ■ SECTIONSL OVERHEAD DOOR center. W.R.B. INSTALLATION TRACK @ SIDES OF OPENING Floors separating conditioned space from unconditioned space other material. hall have a vapor barrier installed. Vapor barrier shall be installed on — GARAGE DOOR HEAD the warm side of the insulation. The vapor barrier shall have a one Roof/� BELLY BANDS Cp9) perm dry cup rating or less (e.g. four mil. polyethylene or kraft faced Roof/Ceiling insulation: Open-Blown or poured loose fill insulation 3 - ■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 rated (and so stamped) at one perm (max.) Otherwise place vapor than 4 in 12 and there is at least 44 inches of clear distance from barrier on top of joists before placing sheathing. the top of the bottom chord of the truss or ceiling joist to the CD underside of the sheathing. When eave vents are installed, baffling of SHEATHING t�11 SHEATHING 'NI E q� DOOR SIZE MOISTURE BARRIER MOISTURE BARRIER 76" TYPE 'X' GWB \ Exterior Wds the vent openings shall be provided so as to deflect the incoming air Ir i► t Ir �� - �_.... Q Q,} 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 1 �.i SIDING SYSTEM 1 .E Y CAP FLASHING W/WEEP GAP CAP FLASHING W/WEEP GAP ► Q = 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 .. �. �� .. � q� C -I—---I g g y MIN. �a BETWEEN FLASHING I --. MIN. 3/4 BETWEEN FLASHING ! , -�-. 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 i FRAMING AND BOTTOM OF SIDING d �� FRAMING %'' Q? _ compression. inward, to a point six inches vertically above the height of MANUFACTURED STONE ��- MANUFACTURED STONE —•� //j ii .-. A Walls separating conditioned space from unconditioned space noncom pressed insulation, and twelve inches vertically above loose fill - ;�/;; ;,��' INSULATION WHERE ,/,,/, a w—�� INSULATION WHERE (� "� ' p g p p p Y VENEER WA ,'�/;��,, � �-''�APPROPRIATE VENEER WATERTABLE //;��;/ I � _�� APPROPRIATE A lrlallinli` ' 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 PONT _—_—_—_ '�//'% DIMENSION POINT _—_—_—_ i//'i%� 1 _ d OVERHEAD DOOR shall be face stapled. Vapor barrier shall be installed on the warm In roof/deilings without an attic space above such as ground floor METAL BRACKET, HOLDING /�/' `i �'�� 1 =� t!3 {"3 ,, METAL BRACKET, HOLDING ,�, ��; Coll) � � 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 'i/'' fli��- .� . SYSTEM cup rating or less shall be installed on the warm side of the insulation. GAGE METAL SUPPORT I ��+_` GAGE METAL SUPPORT E• Al' Leakage The vapor barrier need not be an integral part of the insulation W.R.B. OVER SHEATHING, UNDER '�� W.R.B. OVER SHEATHING �'� `� locations separating material. In the ceiling, flanges shall be lapped at framing members. SIDING, TRIM AND SIMULATED STONE. /;;/ -�- ANCHOR BOLT - UNDER SIDING, TRIM A�� ANCHOR BOLT - Q FLASHING SYSTEM These air leakage notes apply to those o /// STRUCTURAL �� SEE STRUCTURAL >+ Immo / , SEE S RUC _�1 fit 6 6 6 SEE DETAIL 16/D7 outdoor ambient conditions from interior spaces that are heated or LATH AND SIMULATED STONE. S +r 2x6 P.T. (TYP.) ,�; ' 2x6 P.T. (TYP.) < v j i�•A�A l T , MORTAR SETTING BED 4 f -�-� LATH -�„ \1N - �J (TYP.) mechanically cooled. RxtU'E1� �. ''%% F SILL SEAL `�"0 `r"' I- ----------�- - 2X TRIM Exterior joints around windows and door frames, between wall Recessed lighting fixtures installed within the building envelope shall / �r SILL SEAL MORTAR SETTING BED ■t MORTAR �� -�% cavities and window or door frames, between walls and foundation, MANUFACTURED STONE VENEER ;�%; ;,--a�'• MANUFACTURED STONE VENEER ;�,/, --�:2 C WPM meet of of the following requirements: ��' ;/; �'�" SIDING SEE ELEV. LAP BUILDING PAPER OVER ,/;; /I� _FDN. HT. MORTAR FDN. HT. FOR TYPE, INSTALL PER between walls and roof, between wail panels, at penetrations of utility 1. Type IC rated, manufactured with no penetrations between the ,;1;; I 1 PER FDA. PLAN LAP BUILDING PAPER OVER '/;;t7 '• II' PER FDN. PLAN services through walls, floors and roofs, and all other openings enin s in the inside of the recessed fixture and ceiling cavity, and the annular s ace NON-COROSSIVE WEEP SCREED ,,/,, A 1 ,// 1 Q MFR REQUIREMENTS g p g g Y, space 11 NON-COROSSIVE WEEP SCREED 1 building envelope shall be sealed, caulked, gasketed, or between the ceiling cutout and lighting fixture shall be sealed. 11 Ya" GAP MlN. ,;i i t 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 I '� ��SEE DETAIL 16/D7 (TYP.) INSTALLATION SLOPE a A REQUIREMENTS building official. 2.0 cfm air movement from the conditioned space to the ceiling cavity FINISHED GRADE a a• SEALANT PER MFR at 1.57 psi pressure difference and shall be labeled and the annular _ _ _ , a. a 0 03 EXTERIOR 5/4x4 EXTERIOR _ PAVING o INSTALLATION / space between the ceiling cutout and the lighting fixture shall be 1=I I I�III-1I I-1I1=1I I, - , �; REQUIREMENTS TRIM (TYP.) ® sealed. 11=III-III-III a „�„�,�„�,� a .►r�rm►.�,rr mm Q Fireplaces are an electric appliance. RAGE DOOR JAMB 3. Type IC rated installed inside a sealed box constructed from a A STONE VENEER AT GRADE STONE BASE DETAILS B STONE VENEER AT PAVING o Job No.: 12-04 1'� minimum 1/2' gypsum wall board or constructed from a performed 4 3" = 1'-0" SECTION polymeric vapor barrier, or other air-tight assembly manufactured for " SECTION Sheet No.: A this purpose. 1 1/2" = 1 -0 D5 0 Sheet Order: A B U F R E S D /0., " S 26 GAUGE PRE—PAINTED '//N. /Nl5" GALVANIZED METAL VALLEY FLASHING WITH 8" LAP WHERE SPECIFIED . 740 1" "V" CRIMP (2" IF GREATER �., THAN 6:12 SLOPE) WALL SELF ADHESIVE ICE INSTALL PANEL OF W.R.B. AND WATER BARRIER WALL •' • BEHIND STEP FLASHING, DRIP EDGE UNDER FLASHING ROOF SHEATHING AND FLASHING OVERLAP I* ROOF FRAM'G AS SHOWN OVER PAPER FLASHING 6" OVERLAP ROOF `��, FLASHING 6" II :' • OVERLAP ``•`t d . t 1 /790:4) �I s M I I b C a n d }\II)k__________ A I' I 1 't PAPER 2" NI' LEAVE 1/4" GAP ii____________------------------- OVERLAP BETWEEN FASCIA 25,Central Way,.,. Ste 210 STARTER COURSE PAPER 12" f AND WALLl I(Itl[4tI,, C� 13Ek1C„tt011tFBtt33 ,.• (INVERTED SHINGLE) P:425.454.11 }.F:;42'5. x58.1208 L W!b.ww mEtarrod#orrh,tcim•FOURTH COURSE 6" END LAP OVER I FASCIA • `1 (FULL SHINGLE) _-_ VALLEY FLASHING :: �ll /,raj• _ LOCATE THE UPPER SHINGLES • .. �� G'l ' __ 5" FROM THE CENTER LINE OF �∎ ••' THIRD COURSE A`f--__T _ THE VALLEY FLASHING ON . (CUT OFF 11 Ya") \ . • DRIP EDGE EACH SIDE. THE LOWER ENDS i�TO LE AUG c� litilyill FLASHING SHOULD DIVERGE FROM EACH r KIRKLAND, WAS •SECOND COURSE • ' FIRST COURSE STARTER COURSE OTHER 1/8" PER FOOT. �� ROOF TO WALL �,f/� 5558 '� (CUT OFF 5V8 ) �"• OVERHANG (FULL SHINGLE) (INVERTED SHINGLE) ��, �� SHINGLE 5/8" NO SCALE . 11 6+ F 9 ROOF AND VALLEY INSTALLATION NO SCALE SIDING — I I I HOLD UP FROM ROOF PER SIDING MANUF. (i _} czn •c z ,Q 0)-m _ W.R.B. OVER FLASHING LEG f, a�' o a- w %_■ • C) > a 1 a)Z a (� N METAL STEP—FLASHING II 0 WITH HEMMED—EDGE UP II cr a ROOFING OVER N z CARRY ROOF o 7- ROOF UNDERLAYMENT g UNDERLAYMENT 9" MIN. UP WALL ROOF SHEATHING *-- FACE OF WALL o SHEATHING 4 • L° z - a) N ROOF SIDEWALL C a, N in 3 "= 1'—O" SECTION o 6" ______q , -, ` � �, `` • N c U r EXTEND ROOF UNDERLAYMENT , -•-... UP THE SIDE OF THE WALL N tEo O£R �� ` A MINIMUM OF 8" �� -_1 I- SIDING — SEE EXTERIOR ELEVAITONS r � '',,,,`` jMlr��; BFI W.R.B. LAYER OVER ��,` i I� III WALL—TO—ROOF FLASHING ' '' iii °° '�� DECKING PER ' ,, + ' WALL—TO—ROOF PPM FLASHING Q 15 ~''� DETAIL 16/D1 I ' '� TO MATCH ROOFING. SIZE AS a '�. N 6" SHOWN OR AS SPECIFIED BY V ROOFING MANUFACTURER ----------, ` /.'' +' 6 / / / I -'` `�` `i /r HEMMED EDGE f � STEP 1 .%1` f STEP 2 COMP. SHINGLE ROOFING �r APPLY 1—PIECE OVER ROOF UNDERLAYMENT N APPLY TIN SHINGLE ` w_ i' f SOLDERED CORNER FLASHING a f AT BEAM/WALL .�0 INTERSECTION OVER PLYWOOD DECKING, .. �, Q �,,% 2X BLOCLING AND 2X TRIM, � > --- ' SET IN SEALANT. 2X BLOCKING PT BEAM PER , STRUCTURAL 2X8 TRIM STEP 4 J APPLY WALL—TO—DECK CD 6" AND CORNER EDGE ROOF TO WALL 4 111111111111 AND CORR NER ER FLASHING, SET IN SEALANT. ■® 3" = 1'-0" (1 ) R (8) 0 c ue- 411 F Lin Cl. 0 o o '� +�► ' SIDING ,'� /�♦ �► � `� � � W.R.B. .��,. �"�'�. r. ,.o .,,�.� '' ► � � © 0 E �r�►�� J�� r I WALL—TO—DECK .� �a:12 BUILDING ENCLOSURE NOTES ' .� o +"��""'�� =`� ��r�'�' r '' ! j FLASHING I'�y THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE !=jy �"' DECKING PER ''�sr�� ,,= DECKING PER .��• +",�►rr� ;h� WATERPROOF DECK SURFACE GUIDANCE WITI! INSTALLATION OF BUILDING MATERIALS. ALL MANUFACTURER'S .� DETAIL 16/D1 �y''�•� 1��r�'''' DETAIL 16/D1 .�'� + �r Rc •�'�. �"�'�i► r�' �`� ,� z:11 W. COVE-UP WALL 5" INSTRUCTIONS AND RECOMMENDATIONS SHOULD BE FOLLOWED. ADDITIONAL ITEMS, F- -' •_ ''��,r►''�� e� �� . �4� ++40010, N ► _, NOT SHOWN IN DRAWINGS MAY BE REQUIRED BY OWNER. MI t -- .....------- ��, vt r te.-' � ��, �� r } SLOPE Y4:12 EXAMPLE PRODUCT LIST: ' LZ •\�'� r. r.--' SAP 3 '� � ��r� EXTERIOR DECK SHTG. ITEM OR MATERIAL MANUF. PRODUCT <SHEATHING WEATHER—RESISTIVE BARRIER FORTIFIBER SUPER JUMBO TEX 60 MIN V � r614.L41 APPLY DECK EDGE , r DECK FLEXIBLE FLASHING FORTIFIBER MOISTOP PF I FLASHING OVER 1X EDGE c: SELF—ADHERING MEMBRANE FORTIFIBER MOISTOP E—Z SEAL TRIM OVER CORNER FLASHING, WINDOW CORNER FLASHING FORTIFIBER MOISTOP CORNER SHIELD SET IN SEALANT. 4 DECK LEDGER SEALANT* FORTIFIBER MOISTOP SEALANT WATERPROOF MEMBRANE TREMCO PARASEAL (HDPE/BENTONITE) M 1X EDGE TRIM. CHAMFERED 1X EDGE TRIM. CHAMFERED DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN /� 2X BLOCKING, CHAMFERED 2X BLOCKING, CHAMFERED W.R.B. TO BE CONTINUOUS THE PRODUCT LIST ABOVE IS NOT A SPECIFICATION. THE PRODUCT NAMES BEHIND LEDGER REPRESENT WELL—ESTABLISHED, STANDARD PRODUCTS IN THE INDUSTRY, AND ARE c, ins 2X8 TRIM 2X8 TRIM W.R.B. PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR o a) PRODUCT SELECTION. a DECK EDGE & CORNER FLASHING DECK AT EXT. WALL SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION o Job No.: 12-04 1 DESCRIBED BY THE DETAIL DRAWING AND SHALL BE COMPATIBLE WITH ALL 0 Sheet No.: 1-1/2" = 1'—O" 1-1/2" = 1'—O" MATERIALS WHICH IT IS ADHERING TO AND MAKING CONTACT WITH. I n D6 0 CV Sheet Order: A B U F R E S D 7 tiYk WEATHER—RESISTIVE A" GAP PER W.R.B 6° BARRIER, TYP. • ••• MANUFACTURER 'NON • REQUIREMENTS Y" • . . EXTERIOR SHEATHING • GALV. ROOFING - � • - ! \• TIN SHINGLE BEHIND LAP SIDING NAILS AT LOCATIONS , - ' - • , ✓ LAP SIDING LAP UNDER INDICATED - ONE PIECE GALVANIZED SL BUILDING PAPER SHINGLE L ' �' ;, - DECK TO 4,' DOOR PAN - , DECK COATING.ASHING AND ,■ �� ONE PIECE GALV. �* . . If DO NOT SEAL GAP ii'/ DOOR PAN. DO NOT . . • c.. ... DECK FLASHING• I 11111111111411111111•1111141 PIERCE FLASHING INSTALL CONTINUOUS BEAD • • �� , , - ° ° OF CAULK TO DOOR PAN , ` LAP SIDING �� INSTALL CONTINUOUS BEAD - . 6h. • . - - PRIOR TO SETTING DOOR. { I �� { #%� rr OF SEALANT TO DOOR SILL , ; -' i M _ 'tt�N'�" --' rarik `' rrrr Architects i rr PRIOR TO SETTING PAN r W.R.B. SEE DETAIL 9/D7 :� . rrr ---r'-6" OVER ' ,•T • ;-�- ; - , AL • T..:"' �' 6 iiNTS 25 C+entr,al Ste 210 Klrkla�ad#Washtngfi�n 9f3033 �� OVERLAP HORZJOINTS• BY 3 / r a - - LAP DOOR PAN rr .',wxrt .rrit'llrraiaclarth tam;' N4,25.450130 F:425.658.1208 •- _ - _ rr CONCRETE OVER DECK TO r•SLAB - _ SLOPE PAN - , ^ WALL FLASHING. � �L Or START WITH FULL STRIP AT BOTTOM. �� L ATTACH PER. MANUFACTURERS SPECS. NOTE: DOOR PAN OVERLAP SUCCEEDING COURSES BY INSTALLATION METHOD BEHIND SLAB 3", PER MANUF. RECOMMENDATION. SHOWN FOR 2—PLY I�TO LE AUG c'� SUPER JUMBO TEX STEP 'f STEP 2 WEATHER—RESISTIVE BARRIER. S ( -ii-7 SIDING BUTT JOINT FLUSH DOOR AT SLAB W.R.B. INSTALLATION DOOR / DECK FLASHING , KIRK LAND, WA � 5558 NO SCALE NO SCALE 1-1/2" = 1'-0" f NO SCALE OF Q t1 N d' i BELLY—BAND OR BLOCK FLASHING 1 a Td: !$%IiiIiqhIIaII,! I I I i.i I ,.,.i I _as . II tt i I t. , i I • . i. i oe >< . i LIii♦ .a .at .�• .\ +a"""*,1 a Ca STEP 1: STEP 2: ROPU AROUND OF INSTALL VENT TERMINATION HOOD. - 0 _ ' OUT NFROM OPENING CH INSTALL HEAD FLASHING. TUCK FLASHING UNDER © / ,a BELLY—BAND OR AND DOWN BELLY—BAND/BLOCK R VEN FLASHING ' :111%%11%. BLOCK (SlM.)E BEAD OF \ °' N 98'h.t.-::" 1„`9" SEALANT VENT AT BELLY-BAND/BLOCK m Cil as N I NO SCALE a It) -------Y i ' ii11i.ii.i��-��Z��~�''-- -__ ��ii ii��i��"i�"a2�..-��I 100011, '141 __.. -- :;a.•:�•:�• -- _--•- ;.___ PLACE PRE—PRIMED WOOD BLOCK OVER 9" .7" ' Ij i,.j�...II:....•..�•..•...\.....ya��+i-_tea-�-'.- i��i��i�.\��\� y�` ,I' . . . . � BUILDING PAPER. EXTEND PAPER.late � 6" BEYOND BLOCK ON ALL SIDES. INSTALL ENAMELED \`` STEEL, DRIP FLASHING OVER ALL WOOD BLOCKS to ----- :ma STEP I — BEFORE WINDOW INSTALLATION: STEP 2 STEP 3: STEP 4: STEP 5: �.BEAD OF SEALANT TO APPLY 9—INCH WIDE STRIP OF APPLY A 9—INCH WIDE STRIP N.T.S. APPLY 4'a" BEAD OF SEALANT TO THE '��;.uggl u- ORP MOISTOP CneXTDFLASHING ALONG BOTTOM WINDOW�FRAME PRIOR TO SETTING FORTIFLASH SILL WRAP. OF MOISTOP PF OR MOISTOP �XT(N.T.S.) BACKSIDE OF WINDOW NAIL FLANGE RUN CONT. BEAD OF 44.t'' �,iilii..1 o Q SEALANT AROUND u�I Ij�E o OF WINDOW OPENING. MOISTOP CORNER SHIELD. EACH SIDE OF OPENING. ACCORDING TO WINDOW MANUFACTURER'S OPENING AT 1/4—INCH +'''�+iy�; START FORTIFLASH AT INTERIOR EDGE OF INSTRUCTIONS. OUT FROM OPENING FASTEN ALONG TOP OF STRIP LEAVING BOTTOM FASTEN CORNER SHIELD USING (2) SILL, COVER TOP OF SILL AND FOLD CUT LONG SO EXTENDS 8—INCHES � 6.. LOOSE TO ALLOW WEATHER—RESISTIVE BARRIER FASTENERS AS SEEN ABOVE. DOWN OVER CORNER SHIELD AND SILL ABOVE AND 9—INCHES BELOW TO TUCK UNDER. FLASHING. OPENING. LAP NEXT COURSE G�'` OF PAPER OVER ' DO NOT FASTEN AREAS WHICH EXTEND TO LIKE SILL FLASHING (STEP 1), DO NOT FLASHING AND DOWN W SIDES OF OPENING. FASTEN BOTTOM OF JAMB FLASHING. SIDES OF BLOCK a r\ "> BLOCKING SIZE AS REQ'D. > '�„ I I ,\\I i 1�4 1 10� TUCK BUILDING PAPER D ,, �" \\\ } UP UNDER PAPER PLACED 9" a \ UNDER WOOD BLOCK. \ D \ 0 \ ®140-------) "•-...%.`... . : ,---i 1 I/al , -.. EXTERIOR MOUNTING BLOCK _ 11 .%. '' ll I • , 1 NO SCALE ..................... - --2------„,_It 0 c �� E co ; \ �-,, ' �,_, r\\\ inn 0. a? / I r � X / g T ` , /T i v� / / , co 4a► > i O. �ij 1 ,-t,,;;4_, �� ' _ ENCLOSURE NOTES T I . c � _ , BUILDING ■ ` T THESE DETAILS ARE BASED ON INDUSTRY STANDARDS AND ARE PROVIDED TO GIVE NSTRUCTIONS AA D RECOMMENDATIONS SHOULD BEAFOLLOWED. ADDI11ONALE TEMS, I- ∎\ - \\\\\ NOT SHOWN IN DRAWINGS, MAY BE REQUIRED BY OWNER. T G �� ._, \ \ EXAMPLE PRODUCT LIST: Cl. 1 _,,i T■ ITEM OR MATERIAL MANUF. PRODUCT 0/ — •■ 1 WEATHER—RESISTIVE BARRIER FLEXIBLE FLASHING FORTIFIBER SUPER JUMBO TEX 60 MIN •}, STEP 6: STEP 7: STEP & STEP 9: 1. STEP !0: 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 E—Z SEAL _ 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 DRIP FLASHING SHALL EXTEND 1—INCH BEYOND EACH SIDE. INSTRUCTIONS. AT EACH SIDE OF OPENING. WINDOW. ON THIS SHEET (OVERLAP MAY VARY FROM SEALANT* FORTIFIBER MOISTOP SEALANT kit. C WHAT IS SHOWN HERE). APPLY BEAD OF SEALANT BEHIND TOP EDGE OF FLASHING WATERPROOF MEMBRANE TREMCO PARASEAL (HDPE/BENTONITE) M LIKE SILL FLASHING (STEP 1), DO NOT AND AT TOP OF WINDOW TRIM BEFORE INSTALLING. DRAINAGE COMP./PROTECTION BD. TREMCO TREMDRAIN /, FASTEN BOTTOM OF JAMB FLASHING. SLIDE W.R.B. UNDER FLEXIBLE FLASHING AT SILL. LAP W.R.B. PANEL (FROM PREVIOUS STEP) OVER DRIP FLASHING. .0 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 0 M WINDOW THAT WILL LAP OVER METAL DRIP FLASHING. FROM WHERE PANEL HANGS, PRESS PANEL INTO SEALANT TO EMBED. PROVIDED TO HELP ESTABLISH A LEVEL OF PERFORMANCE AND CRITERIA FOR o CUT PANEL WIDTH TO ACCOUNT FOR TRIM WIDTH. PRODUCT SELECTION. 0. a WINDOW INSTALLATION PROCEDURE * SEALANT SHALL BE APPROVED FOR THE PARTICULAR USE OR APPLICATION o Job No.: 12-04 1 BASED ON FOR-UMBER BY THE DETAIL IT � AND SHALL BE COMPATIBLE WITH ALL N Sheet No.: 1-1/2" = 1'-0" IT i AND MAKING CONTACT WITH. o D7 .:,. 0 Sheet Order: ABUFRESD GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) GENERAL STRUCTURAL NOTES 11. SHOP DRAWINGS FOR REINFORCING STEEL (FOR BOTH CONCRETE AND MASONRY CONSTRUCTION), D. CONCRETE 4. CONNECTION BOLTS AND THREADED STUDS AT WOOD/STEEL CONNECTIONS SHALL CONFORM TO ASTM A307. (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) GLUED LAMINATED MEMBERS, CONNECTOR PLATE WOOD ROOF TRUSSES, AND PLYWOOD WEB JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION OF 1. ULTIMATE STRENGTH DESIGN PER 2010 OSSC AND ACI 318-08. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE SELECTION OF OPTIONAL A. GENERAL THESE ITEMS. DETAILS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL ERECTION AIDS AND 2. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF f'c = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO: ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS; 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, ENGINEER OF RECORD SHALL REVIEW SHOP DRAWINGS FOR DESIGN INTENT ONLY. DIMENSIONS AND THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF WELDING PROCEDURES; REQUIRED ROOT OPENINGS; ROOT FACE DIMENSIONS; GROOVE ANGLES; BACKING BARS; SPECIFICATIONS, AND THE OREGON STRUCTURAL SPECIALTY CODE (OSSC), 2010 EDITION. QUANTITIES ARE NOT GUARANTEED BY THE ENGINEER OF RECORD, AND THEREFORE, MUST BE VERIFIED BY 5" OR LESS. COPES; SURFACE ROUGHNESS VALUES; AND TAPERS OF UNEQUAL PARTS. THE GENERAL CONTRACTOR. DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR 3. CONCRETE FOR FOOTINGS AND SLABS-ON-GRADE SHALL CONFORM TO A 28-DAY STRENGTH OF f'c = F. CARPENTRY C9 Z BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY LOADS IMPOSED ON THE BASIC STRUCTURE. SUBMITTALS SHALL INCLUDE A REPRODUCIBLE AND A COPY; 2500 PSI, SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD, AND SHALL BE Z W AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. SEE ARCHITECTURAL REPRODUCIBLE WILL BE REVIEWED AND RETURNED. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. 1. FRAMING LUMBER SHALL BE GRADED AND MARKED IN CONFORMANCE WITH WCUB STANDARD GRADING a) M DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENINGS. SEE MECHANICAL CONTRACTOR PRIOR TO REVIEW BY ENGINEER.ECT RULES FOR WEST COAST LUMBER, LATEST EDITION. FURNISH TO THE FOLLOWING MINIMUM STANDARDS: DRAWINGS FOR SIZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENINGS. THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A MEMBER MIN. BASIC � CI_SPECIES GRADE DESIGN STRESS Q 12. PRE-MANUFACTURED, PRE-ENGINEERED STRUCTURAL COMPONENTS SHALL BE DESIGNED BASED ON CONCRETE DESIGN MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR rt 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 APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE W JOISTS AND RAFTERS: 2x, 3x DOUG.FIR DF 2 Fb = 850 PSI COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE CODE CONFORMANCE, TEMPORARY AND PERMANENT BRACING AND ALL NECESSARY CONNECTIONS, INCLUDING THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. CONNECTIONS TO THE PRIMARY STRUCTURE, NOT SPECIFICALLY CALLED OUT ON THE ARCHITECTURAL OR CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH ACI 318, 4x DOUG.FIR DF#2 Fb = 850 PSI W STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS SECTION 5.3. = W Q 4. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL IMPOSED ON THE PRIMARY STRUCTURE. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER BEAMS AND STRINGERS: 6x AND DOUG.FIR DF#1 Fb = 1350 PSI Q COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. PARAGRAPH "F.3" OF THESE NOTES. ALL CONCRETE EXPOSED TO FREEZING TEMPERATURES WHILE CURING AND ALL CONCRETE LARGER '.._ PERMANENTLY EXPOSED TO WEATHER SHALL BE AIR-ENTRAINED WITH AN AIR-ENTRAINING AGENT CONFORMING 0 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, B. DESIGN CRITERIA TO OSSC SECTION 1904.2. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE POSTS AND TIMBERS: 6x6, 6x8 DOUG.FIR DF#1 Fc = 1000 PSI (- TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM HIS WORK. STRUCTURAL DESIGN OF THE Fb = 1200 PSI C[ G( CODE SPECIFIED LATERAL LOADS, AND MAXIMUM 1. DESIGN LOADS INTERNATIONAL BUILDING CODE. W W C� BUILDING IS BASED ON RESISTANCE TO DEAD LOADS, TOP AND BOTTOM DOUG.FIR DF 2 Fb = 850 PSI EXPECTED SERVICE LOADS. NO CONSIDERATION HAS BEEN GIVEN TO LOADS WHICH WILL BE INDUCED BY NO ADMIXTURES, OTHER THAN FOR AIR-ENTRAINMENT AS NOTED ABOVE, SHALL BE USED WITHOUT PLATES AT SHEAR # Z ~ ERECTION PROCEDURES. THE CONTRACTOR SHALL VERIFY, TO THE SATISFACTION OF HIM/HERSELF AND THE ROOF LIVE LOAD 25 PSF (SNOW) PRIOR REVIEW BY THE STRUCTURAL ENGINEER. ~ <L OWNER, WALLS AND BEARING O THE ABILITY OF THE STRUCTURE TO RESIST ALL ERECTION LOADS WITHOUT EXCEEDING THE ROOF DEAD LOAD 15 PSF WALLS: 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 < 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. Cl)STUDS, PLATES, & DOUG.FIR DF#2 Fb = 850 PSI Cl. , STRENGTHENING, INCLUDING FABRICATION AND ERECTION DRAWINGS, TO THE ARCHITECT FOR REVIEW. THESE STAIR AND CORRIDOR LIVE LOAD 100 PSF DOCUMENTS SHALL BEAR THE SEAL AND SIGNATURE OF A REGISTERED STRUCTURAL ENGINEER IN THE PARTITION LOADING 10 PSF 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 (INCLUDING SUPPLEMENT , " ' MISC. LIGHT FRAMING: 0 �Z STATE OF OREGON. THE CONTRACTOR SHALL PROVIDE, INSTALL AND IF NECESSARY REMOVE SUCH MECHANICAL UNITS Weights furnished by manufacturer S1), GRADE 60, fy = 40,000 PSI. ALL LUMBER WITH A LEAST DIMENSION OF 2" (NOMINAL) SHALL BE STAMPED SURFACE-DRY AND SHALL TEMPORARY WORK AS REQUIRED. Q WIND (BC SIMPLIFED) 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 0 Z 6. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND EARTHQUAKE (ASCE) SOIL CLASS D COMPLYING WITH ASTM A615 (S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING WITH A LEAST DIMENSION OF 4" (NOMINAL) OR GREATER SHALL BE STAMPED SURFACE-GREEN AND AIR-DRIED TO D STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON A MOISTURE CONTENT OF NOT MORE THAN 19 PERCENT PRIOR TO ITS USE IN FRAMING THE STRUCTURE. m SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. SEISMIC USE GROUP 1 (le = 1.0) CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN AWS D1.4 ARE SUBMITTED. SPIRAL REINFORCING (::) SEISMIC DESIGN CATEGORY D SHALL BE PLAIN WIRE. 2. MANUFACTURED LUMBER SHALL BE AS MANUFACTURED BY TRUS JOIST MacMILLAN OR APPROVED EQUAL. (nr) 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT Ss =0.9718, Si = 0.3478 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=0.728, Sd1 = 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 CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE LATITUDE: 45.417 MID-DEPTH, OR SLIGHTLY ABOVE, OF SLAB. MATERIAL TO BE SUPPLIED IN FLAT SHEETS. LUMBER (LSL). THE MINIMUM ALLOWABLE DESIGN VALUES ARE AS FOLLOWS: STRUCTURAL ENGINEER. LONGITUDE: -122.750 R=6.5 5. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI PSL - Fb = 2,900; Fv = 290 PSI; E = 2,000,000 PSI 8. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED 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 ALLOWABLE SOIL PRESSURE** 2000 PSF INTERSECTIONS. LAP CORNER BARS PER NOTE D.6. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND LATERAL EARTH PRESSURE** 35 PCF ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. OF 8" AT SIDES AND ENDS. 3. PREFABRICATED CONNECTOR PLATE WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN **SOILS INFORMATION ASSUMED. ACCORDANCE WITH THE "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS 9. INSPECTIONS: INSPECTIONS OF THE WOOD FRAMING, THE STEEL REBAR AND WOOD FORMS FOR NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY CONSTRUCTION," ANSI/TPI 1-2002" BY TRUSS PLATE INSTITUTE FOR THE SPANS AND CONDITIONS SHOWN ON THE CONCRETE FOOTINGS & FOUNDATIONS, AND CONCRETE SLABS ARE REQUIRED PER OSSC SECTION 109.3. 2. LATERAL RESISTANCE SYSTEM: WOOD SHEAR WALLS AND WOOD DIAPHRAGMS SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. PLANS. MINIMUM LOADING SHALL BE AS FOLLOWS: 10. SPECIAL INSPECTION: SHALL BE PERFORMED BY A CERTIFIED TESTING AGENCY DESIGNATED BY THE 6. REINFORCING STEEL LAPS AND EMBEDMENT SHALL BE AS NOTED BELOW, UNLESS NOTED TOP CHORD LIVE LOAD 25 PSF (SNOW) ARCHITECT AND APPROVED BY THE OWNER. C. FOUNDATION OTHERWISE: TOP CHORD DEAD LOAD 10 PSF ' ' PRO,FJ, 1. FOUNDATION EXCAVATION, BACKFILL AND COMPACTION SHALL CONFORM TO SPECIFICATION BOTTOM CHORD DEAD LOAD 5 PSF ��G I N FF. % ,r THE SPECIAL INSPECTION AGENCIES SHALL PRODUCE REPORTS AND KEEP RECORDS PER OSSC SECTION DEVELOPMENT LENGTH - TENSION 48 BAR DIAM. - (#11 BAR - 54 BAR DIA.) TOTAL LOAD 40 PSF ,{''-a 1704.1.2. REQUIREMENTS. THIS CONSTRUCTION WORK, INCLUDING DRAINAGE, SHORING AND SUCH OTHER RELATED DEVELOPMENT LENGTH - TENSION, top bar* 64 BAR DIAM. - (#11 BAR - 70 BAR DIA.) �so57P- r WORK AS REQUIRED, SHALL BE CONDUCTED BY THE CONTRACTOR UNDER THE OBSERVATION AND DIRECTION �/`r , / 4116 4110. OF THE GEOTECHNICAL ENGINEER. BOTTOM CHORD LIVE LOAD 10 PSF cn OREGON z, THE SPECIAL INSPECTION AGENCIES DUTIES SHALL INCLUDE THE FOLLOWING: LAP SPLICE LENGTH - TENSION 64 BAR DIAM. - (#11 BAR - 70 BAR DIAM.) (NON-CONCURRENT WITH TOP CHORD LIVE LOAD) 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.) 29�TFMBER��`, .... 10.1 WOOD CONSTRUCTION. " ADDITIONAL LIVE LOAD CASES SHALL BE ANALYZED FOR UNBALANCED SNOW LOADS & SNOW DRIFTS PER ASCE S C 0 T j PER OSSC SECTION 1707.3, SPECIAL INSPECTION IS REQUIRED OF FRAMING ANCHORS, HOEDOWNS, BOLTED OR BOTH) AT LEAST 18 BELOW LOWEST ADJACENT FINISHED GRADE. MATERIAL TO BE COMPACTED TO 95% *TOP BARS ARE HORIZONTAL REINFORCEMENT SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN 7-2005, SECTION 7. OR NAILED CONNECTIONS, SHEAR WALL NAILING, FLOOR AND ROOF NAILING, LOAD-BEARING CANTILEVERS, MINIMUM OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D1557. THE MEMBER BELOW THE BAR. EXPIRATION DATE:12-31-2013 - 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. 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 SPECIAL INSPECTION IS REQUIRED OF THE EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND 4. ALL FOOTING EXCAVATIONS SHALL BE HAND CLEANED PRIOR TO PLACING CONCRETE. WELDED. DO NOT WELD GRADE 60 REINFORCING. OF A REGISTERED STRUCTURAL ENGINEER IN THE STATE OF OREGON. PROVIDE FOR SHAPES, BEARING POINTS, LOAD-BEARING REQUIREMENTS PER OSSC SECIONS 1704.7.1 - 1704.7.3. INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON THE DRAWINGS. EXACT COMPOSITION OF SPECIAL HIP, VALLEY, FOR A MORE DETAILED EXPLANATION OF SPECIAL INSPECTIONS, AND FOR A MORE EXTENSIVE UST OF THE 5. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE 7. CONCRtIE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: AND INTERSECTION AREAS (USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES, ETC.) SHALL BE REMOVED. DETERMINED BY THE MANUFACTURER UNLESS SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO S e a ttl e SPECIAL INSPECTIONS REQUIRED, SEE THE OSSC, THE ARCHITECTURAL DRAWINGS AND THE PROJECT FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE 3" TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION MATERIALS. PROVIDE FOR , SPECIFICATIONS. ALL TEMPORARY AND PERMANENT TRUSS BRACING AND BRIDGING. 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 SHORING REQUIRED TO SAFELY RETAIN EXCAVATIONS. (#6 BARS OR LARGER) 2" 4. SHEATHING SHALL BE APA PERFORMANCE RATED PANELS PER APA "PLYWOOD DESIGN SPECIFICATION," Stry c rLI r a I 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 0 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 FLOORS: 23/32" (OR 3/4") THICK, TONGUE & GROOVE, (48/24) a E. STRUCTURAL STEEL co c 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL BE BASED ON THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS," LATEST EDITION, PLUS I ALL REFERENCED CODES. N 2. ALL "W" (WIDE FLANGE BEAM AND COLUMN) SHAPES SHALL CONFORM TO ASTM A992. PLATES, BARS 0 AND OTHER ROLLED SHAPES SHALL CONFORM TO ASTM A36, Fy = 36 KSI. STRUCTURAL TUBING SHALL co CONFORM TO ASTM A500, GRADE B, Fy = 46 KSI. N SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT/ENGINEER AFTER SUBMITTALS L HAVE BEEN APPROVED AND BEFORE COMMENCING FABRICATION. o 0 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 0• 15 N ABBREVIATIONS S Y M B O L S ISSUED FOR: PERMIT O N (THIS IS A COMPREHENSIVE UST OF ABBREVIATIONS, SOME OF WHICH MAY NOT APPEAR ON THESE DRAWINGS.) DATE ISSUED: 2-29-2012 cc.J 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 HOiDOM REVISIONS ACI AMERICAN CONCRETE INSTITUTE COL COLUMN ELEC ELECTRICAL HNG HANGER LWC LIGHT WEIGHT CONCRETE PREFAB PREFABRICATED T.•: TOP AND BOTTOM ■ 0 COLUMN CONTINUOUS D- MOMENT CONNECTION c ADDL ADDITIONAL CONC CONCRETE ELEV ELEVATOR H, HORZ HORIZONTAL PROP PROPERTY T&G TONGUE AND GROOVE NO. DATE ISSUED m 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 \i"- \ c5 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION CONT CONTINUOUS EQ EQUAL HSS HOLLOW STRUCTURAL SECTION MAIL MATERIAL PSI PARALLEL STRAND (UMBER T IK THICKNESS ® AT = 0 0 COLUMN BELOW 1 PLAN MARK ALT ALTERNATE CONTR CONTRACTOR EQUIP EQUIPMENT HT HEIGHT MAX MAXIMUM PT POST TENSION, PRESSURE TREATED THRU THROUGH c=X BEAM CAMBER ANSI AMERICAN NATIONAL STANDARDS INSTITUTE COORD COORDINATE ES EACH SIDE MECH MECHANICAL Td 1RUS-JOIST MACMILUAN I-JOIST CL CENTERLINE -�"� APA AMERICAN PLYWOOD ASSOCIATION CP COMPLETE PENETRATION EW EACH WAY BC NTERNATIONAL BUILDING CODE MFR MANUFACTURER RD ROOF DRAIN T0B TOP OF BEAM 0 DIAMETER; ROUND 0 APPROX APPROXIMATE, APPROXIMATELY CTSK, CSK COUNTERSINK, COUNTERSUNK EX EXISTING RC NTERNATIONAL 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 D NSIDE DIAMETER MISC MISCELLANEOUS REINF REINFORCE; REINFORCING TOF TOP OF FOOTING ED SQUARE ELEVATION MARK SECTION MARK DESIGNED BY: FPP o ARCHT,ARCH CU FT CUBIC FOOT EXP JT,EJ EXPANSION JOINT F NSIDE FACE MO MASONRY OPENING REQ'D REQUIRED TOL TOP OF LEDGER L STRUCTURAL ANGLE X DRAWN BY: BDS RFA ROBERT FOSSA171 ASSOCIATES CHECKED BY: HSB ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS CU IN CUBIC INCH EXT EXTERIOR N NCH TOM TOP OF MASONRY DOUBLE ANGLE v NCL NCLUDE; INCLUDING; INCLUSIVE (N) NEW RO ROUGH OPENING TOS TOP OF STEEL, TOP OF STRUCTURE ASTM AMERICAN SOCIETY FOR TESTING & CY CUBIC YARD N NORTH PL PLATE SW-X OWNER APPROVAL: x AWS AMERICAN WELDING SOCIETY FD FLOOR DRAIN NFO NTERIOR ION TOW TOP OF WALL SHEAR WALL O d PENNY (NAILS) FDN FOUNDATION NT NTERIOR NF NEAR FACE St FLED SCHEDULE m BD BOARD D, DL DEAD LOAD FF FAR FACE, FINISHED FLOOR NFPA NATIONAL FOREST PRODUCTS ASSOC SEC. SECT SECTION TRANSV TRANSVERSE ELEVATION CALL OUT / , BLDG BUILDING RR FLOOR; FLOOR UNE JT JOINT NIC NOT IN CONTRACT SHT SHEET TS TUBING, STRUCTURAL f Copyright©2012 o DBA DEFORMED BAR ANCHOR NOM NOMINAL SHTG SHEATHING, SHEETING 1YP TYPICAL Seattle Structural PS Inc. Q BLKG BLOCKING DBL DOUBLE FIG, FL FLANGE K KIP = 1000 POUNDS NS NEAR SIDE SM SIMILAR UL UNDERWRITER'S LABORATORY, INC. ��`� SLAB DEPRESSION v BM BEAM FOC FACE OF CONCRETE ,,. DEPT DEPARTMENT KO KNOCK-OUT NTS NOT TO SCALE SIMP SM' LINO, LION UNLESS NOTED OTHERWISE [X-X J ELEVATION TOP OF FOOTING BMST BASEMENT FOM FACE OF MASONRY rn DFT DETAIL KSI KIPS PER SQUARE INCH SJ SHRINKAGE JOINT 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 (SE SYMBOLS) L, LL LIVE LOAD OD OUTSIDE DIAMETER SPA SPACING, SPACE, SPACES EN o BOS BOSOM - (3) INTERIOR SIDES DIAL DIAGONAL FS FULL SIZE, FAR SIDE L STRUCTURAL STEEL ANGLE OF OUTSIDE FACE SPEC SPECIFICATION v, VERT VERTICAL S v B, BOT BOTTOM DIAPH DIAPHRAGM FEET, FOOT LAB LABORATORY OH OPPOSITE HAND SQ SQUARE FRAMING ARROW STEPPED FOOTING STRUCTURAL o BRG BEARING DICA DRILLED-IN CONCRETE ANCHOR FIG FOOTING LB POUND OPNG OPENING SS STRUCTURAL SELECT W, WF WDE FLANGE SPAN NOTES .c C STEEL CHANNEL SHAPE DIM DIMENSION GA GAUGE, GAGE if UNEAL FOOT OPP OPPOSITE SA SHORT SLOTTED HOLE WD WOOD EXTENT CD CONSTRUCTION DOCUMENTS DN DOWN GALV GALVANIZED LG LONG OSB ORIENTED STRAND BOARD SID STANDARD W/ WITH ° CG CENTER OF GRAVITY DO DITTO GL, GLl3 GLUE-LAMINATED LLBB LONG LEGS BACK-TO-BACK OVS OVERSIZED HOLE STIFF STIFFENER W/O WITHOUT j a, CGS CENTER OF GRAVITY OF STRANDS DWG DRAWING GN,GEN,GSN GENERAL STRUCTURAL NOTES LLH LONG LEGS HORIZONTAL S11R STIRRUP WABO WA ASSOC OF BLDG OFFICIALS HOEDOWN .2 GIP CAST-IN-PLAN DWI- DOWNS GWB GYPSUM WALL BOARD LLV LONG LEGS VERTICAL PAR PARALLEL SIL STEEL WFCM WOOD FRAME CONSTRUCTION MANUAL 0) CJ CONSTRUCTION JOINT_1C(INTROL JOINT GYP GYPSUM LOC LOCATION PC PRECAST STRUCT STRUCTURAL WHS WELDED-HEAD STUD S I o a CENTERLINE NT PENETRATION (E) EXISTING LONGIT LONGITUDINAL PERP PERPENDICULAR SUSP SUSPENDED yip WORK POINT L. CD CLR CLEAR EF EACH HD HOEDOWN LSL LAMINATED STRAND LUMBER SW SHEAR WALT , wWM STRUCTURAL WIRE FABRIC/MESH ff EACH FACE HDR HEADER LSL LONG SLOI ILO HOLE PLY, PLC PLYWOOD a: GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS.) UNLESS NOTED OTHERWISE ON THE PLANS, ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d NAILS 0 6"oc TO FRAMED PANEL EDGES AND OVER STUD WALLS SHOWN ON PLANS AND 0 12"oc (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE APPROVED SHEATHING EDGE CUPS ® 16"oc AT UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE-AND-GROOVE JOINTS AND EDGE CUPS. 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 C.9 VERTICALLY, UNSUPPORTED EDGES SHALL BE BLOCKED AND ALL EDGES SHALL BE NAILED WITH 10d 0 6"oc, NAIL WITH 10d 0 12"oc AT INTERMEDIATE SUPPORTS. NAIL SHEAR WALL SHEATHING TO ALL HOLDOWN STUDS USING - W EDGE NAIL SPACING WHEN HOLDOWN STUD DOES NOT OCCUR AT PANEL EDGES. Cl) MM`* SHEATHING NAILS SHALL BE DRIVEN FLUSH BUT SHALL NOT FRACTURE THE SURFACE OF THE SHEATHING. (/) O O z 5. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH SOIL SHALL BE Ct —I 0 PRESSURE-TREATED WITH ALKALINE COPPER QUATERNARY (ACQ). All INTERIOR (INCLUDING CRAWLSPACES) WOOD 0 W 0 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, BLOCKING, ETC., AND CONCRETE OR MASONRY. ALL METAL CONNECTORS IN CONTACT WITH "ACQ" M 0 0 PRESSURE-TREATED LUMBER SHALL BE TYPE 304 OR 316 STAINLESS STEEL THIS INCLUDES WASHERS, SCREWS, Q NAILS, HANGERS, AND ANY OTHER MISCELLANEOUS LT. GAGE METAL CONNECTORS. WHERE ACQ LUMBER IS „_ Z MISTAKENLY USED IN INTERIOR CONDITIONS, G185 ("HOT-DIP" GALVANIZED TO 1.85 OUNCES PER SQUARE FOOT) Ct METAL CONNECTORS MAY BE USED IN UEU OF STAINLESS STEEL METAL CONNECTORS 1/2" THICK OR GREATER W < NEED NOT BE GALVANIZED FOR INTERIOR USE, NOR DO THEY NEED TO BE STAINLESS STEEL FOR EXTERIOR USE. LU METAL CONNECTORS 1/2 INS" THICK PLUS JUST NEED TO BE GALVANIZED FOR EXTERIOR USE, UNLESS SPECIFIED Z !- OTHERWISE BY THE ARCHITECT. O Ct U- 0 6. WOOD FASTENER NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: 6.1 NOTATIONS ON DRAWINGS RELATING TO FRAMING CUPS, JOIST HANGERS AND OTHER CONNECTING DEVICES Z < REFER TO CATALOG NUMBERS OF CONNECTORS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY, DUBLIN, 3: '—CALIFORNIA. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. SUBMIT MANUFACTURER'S CATALOG AND ICC REPORTS TO 0 Z ARCHITECT AND ENGINEER FOR REVIEW WHEN REQUESTING SUBSTITUTIONS. ALL SPECIFIED FASTENERS MUST BE ce D USED AND PROPER INSTALLATION PROCEDURES MUST BE OBSERVED IN ORDER TO OBTAIN ICC APPROVED LOAD CO Q CAPACITIES. VERIFY THAT THE DIMENSIONS OF THE SUPPORTING MEMBER ARE SUFFICIENT TO RECEIVE THE SPECIFIED FASTENERS. CO 6.2 NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE: PNEUMATIC NAIUNG - 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 NAIUNG - 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 PLANS: IN F�ss' - 7.1 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM JKG 75057P S,:, ip- STANDARDS OF THE OSSC. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.9.1 OF 41110111 if THE 2010 OSSC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL ,` s N OREGON od• DRAWINGS. -A EMBER 1Q' <k- $p ° 7.2 WALL FRAMING: ALL STRUCTURAL (SHEAR WALLS AND BEARING) STUD WALLS SHOWN AND NOT S C 0 T 1 OTHERWISE NOTED SHALL BE 2x4 STUDS 0 16"oc AT INTERIOR WALLS AND 2x6 STUDS 0 16" AT EXTERIOR EXPIRATION DATE:12-31-2013 _ WALLS. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. UNLESS NOTED OTHERWISE A (2) 2x8 HEADER SHALL BE PROVIDED OVER ALL OPENINGS IN 2x4 STUD WALLS AND A (3) 2x8 HEADER OVER ALL OPENINGS IN 2x6 WALLS. SOUD BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORT BELOW. PROVIDE CONTINUOUS SOUD 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. St t 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 0 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 ca JOIST HANGERS UNLESS NOTED OTHERWISE. SKEW AND SLOPE ALL CONNECTORS AS REQUIRED. FACE-NAIL ALL o t MULTI-JOIST BEAMS TOGETHER WITH 16d SPIKES 0 24"oc STAGGERED. V 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 CNI o CONCRETE FLOOR LEVEL 0) N THE TOTAL ESTIMATED SHRINKAGE FOR VARIOUS HEIGHT BUILDINGS ARE AS FOLLOWS: L. STORIES TOTAL ESTIMATED SHRINKAGE 0 1 1/2" (n 2 1" m 0) PARTIAL HEIGHT SYSTEMS SHALL BE DESIGNED FOR PROPORTIONAL SHRINKAGES. -0 LARGER THAN NORMAL FLOOR TO FLOOR HEIGHTS, MOISTURE CONTENT OF FRAMING LUMBER WHEN �, INSTALLED, TYPE OF FRAMING AND OTHER FACTORS MAY INFLUENCE THE ACTUAL SHRINKAGE. 0) N ISSUED FOR: PERMIT o _____+_____G. QUALITY ASSURANCE PLAN FOR SEISMIC RESISTANCE (OSSC SECTION 1705) _____+_____ ISSUED PER PLAN I , DATE ISSUED: 2-29-2012 r 1. THE SEISMIC-FORCE-RESISTING SYSTEMS COVERED BY THIS PLAN INCLUDE: N 1.1 WOOD ROOF DIAPHRAGM, DRAG BEAMS, AND THEIR CONNECTIONS SIMPSON PB POST BASE IF TREATED WOOD; REVISIONS SIMPSON PBS POST BASE IF NOT TREATED NO. DATE ISSUED O 2. TESTING a- 2.1 WOOD CONSTRUCTION: WOOD MEMBERS AND THEIR METAL CONNECTORS SHALL BE STAMPED AS DESCRIBED IN THE "CARPENTRY" SECTION OF THE STRUCTURAL NOTES. N\ 12x12 MIN. (16x16 MAX.) CONC. PLINTH ° 3. SPECIAL INSPECTION SHALL BE CARRIED OUT AT FREQUENCY DESCRIBED AND FOR THE MATERIALS °, w/ (4) 5 VERT. & 3 TIES 8"oc DESIGNED BY: FPP c DESCRIBED IN THE STRUCTURAL NOTES. INSPECTION REPORTS SHALL BE SENT TO THE ENGINEER FOR REVIEW. \ . DRAWN BY: BDS o \ 1-_-iii-1 1 i-1 H 1 1_-r i i-1�1=iii CHECKED BY: HSB 111=-1.111=11i=16-= =i 11=111—I l i=111 3 4. REQUIRED SERVICES OF CONTRACTOR -11.-=---I II_i 11-1 i-111-11!=�"- OWNER APPROVAL: 0 Iii 4.1 THE CONTRACTOR SHALL PROVIDE THE MATERIALS SUBMITTALS TO THE ENGINEER FOR APPROVAL. . Copyright©2012 to c -� Seattle Structural PS Inc. _ < 4.2 THE CONTRACTOR SHALL PROVIDE COPIES OF THE SPECIAL INSPECTION AND TESTING REPORTS TO THE , CLR, TYP o ENGINEER FOR REVIEW. •,,,/ (3)• \ • .. EA. WAY N 4.3 AS REQUIRED, THE CONTRACTOR SHALL CONSULT THE ENGINEER ON THE INTENT OF THE co`� CONSTRUCTION DOCUMENTS. Sc___ \ GENERAL STRUCTURAL . 4.4 THE CONTRACTOR SHALL CONTACT THE ENGINEER FOR STRUCTURAL MODIFICATIONS REQUIRED TO MEET (..) NOTES UNFORESEEN FIELD CONDITIONS. / 3'-0" SQ. / 0 c 4.5 THE CONTRACTOR SHALL SUBMIT A "STATEMENT OF RESPONSIBILITY" PER OSSC SECTION 1705.3 TO o THE OWNER AND THE BUILDING OFFICIAL WHICH INCLUDES, BUT IS NOT LIMITED TO, A STATEMENT THAT HE/SHE/THEY HAVE REVIEWED THE QUALITY ASSURANCE PLAN. 2 TYPICAL EXTERIOR COLUMN FOOTING S2 3 0 NTS ■ a , • 2x4 DIAL BRACE ® 8'-0"oc 2x CONT. BLK'G w/ WHERE DIAGONAL BRACE - w/ (3) 16d EACH END (3) 10d TO DIAPHRAGM LENGTH EXCEEDS 6'-0", PANEL EDGE NAILING ATTACH 2x4 LATERAL - PER PLAN TO BLOCK mmw,,,mmi,imm rim,wmmimm r,,..assmirmommumwww�o,,,,dmiwarwowmmuraimmen mmwir �vezammswwwymmwi,iaA BRACE AT MID-SPAN w/ ii _ (2) 16d TO EACH DIAGONAL SHEATHING PER PLAN = PANEL EDGE NAILING 4'-0"oc (1) BAY 2x BLKG. PER PLAN Z W (12) 16d 0 3"oc STAGGERED i I_ 2x4 © 24"ac w/ (2) 16d AT BRACE w/ A34 TRUSS PER MFR ` - EA. END EACH END (1) BAY 2x BLKG. AT EACH SIDE OF SPLICE '`-�'�j' EACH SIDE Q' 16d 0 12"oc STAGGERED +''�� - CONT. 2x4 _ _ _ _ = `� j 0 0 TOP CHORD ELSEWHERE ��+.._,, TRIM FOR 1 �il �E 1 Ct J OZ SPLICE IN FIRM FIRM BRG. W ■.......1.....•••■� W��II■��aNIINNI�� MAIN ROOF �i`� (3) 16d `r -1,- M r O FRAMING TO BLKG. PER PLAN 2x BLKG. AT TRUSS ~ � BOTTOM CHORD MAIN ROOF JOISTS PER MFR. A35 ® EACH SIDE PER ? Q SPLICE w/ (3) 16d PER BLOCK INTERIOR 1 �� SHEARWALL SCHEDULE �� W W 16d CO 8"oc '�•.f TO JOIST BELOW I,�,It1 � ��'' .i.,,`r! DIAPHRAGM 2x6 DIAGONAL 2x4 ® 24"oc �...,�+ EDGE NAILING BRACE 0 48 oc I TRUSS PER PLAN 2x8 TOP PLATE ACROSS O PARTY WAIL gLATESBELOWPER OTH WALLS. ATTACH TO ' ATTACH TO BLKG. wJ PER PLAN :.- .•�ii�::,- (5) 16d NAILS, A34 TO I 16d TOENAILS 8"oc SHEARWALL SCHEDULE. .� G[ U WALL TOP PLATE AND 1 TRUSS TO PLATE (I II > I- �, 6'-0" MIN. BETWEEN SPLICES / I �� MAIN ROOF H2.5 TO TRUSS FRAMING BOTTOM CHORD SHEATHING AND SHEAR ,, �' o SPLICE TO OCCUR AT i WALL EDGE NAILING PER D OF VERT. STUD (TYP.) ° -PROVIDE 2x6 @ EDGE PLATE SHEAR WALL SCHEDULE m Q EDGE DETAIL OF VENT HOLE CO 40 TYPICAL TOP PLATE SPLICE DETAIL DETAIL , DETAIL NTS NTS NTS �} NTS SHEATHING AND SHEAR WALL EDGE NAILING PER SHEAR WALL SCHEDULE 16d 0 roc TYP. AT BUILT UP STUDS . 1 PROFFs HOEDOWN STUDS PER SHEAR WALL SCHEDULE (HEM FIR LUMBER) de:GINE-4,...8/0 „ \ .7-.,,t./� SCHEDULE - (3) STUDS 75057P- i• MIN. TW. SHEATHING (NOTES 1,2,3,4,8) LATERAL TIE WALL PLATE TO „ ALLOWABLE STUDS BLOCKING/ , 7 if / ' MARK OR KIN NAILING � � ANCHOR SHEAR FDN PLATE �/'" � R "� �'� HOEDOWN STRAP PER SPA LNG EDGE N0TEA9 ( PLATE 0 BLOCKING U G BOLT SPACING CAPACITY (NOMTE)7) , (MIN} 1�'r OREGON APPLICATION NOTE 5) (NOTES 5,9) (PLF)(NOTE 7} ,NOTE 7, 10 �� rBER . PLAN (WRAP AROUND HOLDOWN STRAP CONNECTOR # OF STUDS ( ) . o cs _ • • BEAM BELOW, CENTER LENGTH TO STUDS OR POST SW-6 ONE SIDE 10d © 6"oc LTP4 © 24"oc 16d 0 6"oc 48"oc 250 2x 2x S CO i 1 STRAP ON STUDS) REFER EXPIRATION DATE:12-31-2013 �' TO TABLE FOR STRAP SW-4 ONE SIDE 10d 0 4"oc LTP4 0 16"oc 16d 0 4"oc 32"oc 350* 2x 2x • • NAIUNG AND LENGTH MSTC28 2'-4" (16) 16d SINKERS (2) 2x _,,__,,,, _,_.,-_..,. SW-3 ONE SIDE 10d @ 3"oc LTP4 0 12"oc 16d © 3"oc 32"oc 470 3x 3x•• .. . , .• �, MSTC40 3'-4" (36) 16d SINKERS (2) 2x - ' SW 44 BOTH SIDES 10d © 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 (� 3"oc LTP4 6"oc N/A 16"oc 940 3x 3x Seattle -• ,, 1.1:. (NOTE 6) ••- ` HEADER PER PLAN •• SW-22 BOTH SIDES 10d © 2"oc LTP4 0 5"oc N/A 12"oc 1100 3x 3x -, (NOTE 6) N/A •• -HOEDOWN STRAP PER PLAN (WRAP •- AROUND BEAM ABOVE, CENTER .. STRAP ON STUDS) REFER TO _ * ALLOWABLE VALUE IS REDUCED FROM IBC TABLE FOR FRAMING SIZE. Seattle Structural PS Inc. • • FOR STRAP NAIUNG AND LENGTH ''•• NOTES: Civil and Structural Engineering 1420 Fifth Avenue, Suite 425 • • •• 1: SHEATHING SHALL BE 1/2" OR 15/32" APA RATED CD GRADE PLYWOOD OR ORIENTED-STRAND BOARD (O.S.B.), TYP UNO. -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 a _ STUDS MIN. TYP. 1- 3. PROVIDE SOLID BLOCKING AT ALL SHEATHING PANEL EDGES. 1 4. PROVIDE 10d @ 12 oc AT ALL INTERMEDIATE SUPPORTS (FIELD NAIL), TYP UNO. in DETAIL 5. LATERAL TIE PLATES OR WALL PLATE TO BLOCKING NAIUNG IS REQUIRED WHERE SHEATHING IS DISCONTINUOUS, i.e., WHERE ADJACENT SHEATHING EDGES ARE NOT NAILED TO 5 THE SAME PIECE OF FRAMING. TOE NAILING IS NOT PERMITTED. LATERAL TIE PLATES MAY BE SUBSTITUTED FOR WALL PLATE TO BLOCKING NAIUNG. INSTALL LATERAL TIE I NTS PLATES OVER APA RATED SHEATHING PANELS. USE COMMON NAILS OR EQUIVALENT NAILS SUPPLIED BY CONNECTOR MANUFACTURER FOR LATERAL TIE PLATES. A35 FRAMING N ANCHORS MAY BE SUBSTITUTED FOR LATERAL TIE PLATES AT SPACING SHOWN ABOVE. c_ 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 a BLOCKING/FOUNDATION PLATES FOR ALL DOUBLE SHEATHED WALLS. N SHEATHING AND SHEAR WALL EDGE 7. IN SEISMIC DESIGN CATEGORIES D, E & F, PROVIDE 3x STUDS, BLOCKING, AND FOUNDATION SILL PLATES IN SHEAR PANELS WHERE THE ALLOWABLE SHEAR VALUES EXCEED NAIUNG 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 Y2" 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 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 SHEAR WALL EDGE NAILING AT HOLDOWN ANCHOR TO HOLDOWN # OF STUDS EMBEDMENT OR DOORWAYS. PROVIDE HOLDOWNS PER PLANS AT EACH END OF WALL, UNO. PROVIDE EDGE NAILING TO STUD(S) GRIPPED BY HOLDOWN. ' EACH HOEDOWN STUD OR POST BOLT 0 STUDS OR POST DEPTH 9. NAILS SHALL BE MANUFACTURED IN CANADA OR THE UNITED STATES IN SIZES AND TYPES AS FOLLOWS, UNLESS NOTED OTHERWISE. m �� r-t- RECESS BOLTS AT PNEUMATIC NAILING - PLAIN SHANK, COATED OR GALVANIZED I i �' I I END WALL CONDITION HDU2 " " " " � � (6) SDS 2Y2 SCREWS (2) 2x 8 8d = .131 DIAMETER x 2-1/2 MINIMUM LENGTH M I I .1 ! CONNECTORS TO HOLDOWN 10d = .148 DIAMETER x 3" MINIMUM LENGTH I 111$! I I STUD AS REQUIRED BY MFR. HDU4 /"0 (10) SDS 2Y"SCREWS (2) 2x 9" 16d = .148 DIAMETER x 3-1/2" MINIMUM LENGTH - HAND NAILING SINKERS COATED ISSUED FOR: PERMIT � I I ._ -.- I I SEE SCHEDULE NI �i!i I I I HOLDOWN PER PLAN HDU5 54"O (14) SDS 2Y"SCREWS (3) 2x 10" 8d = 11-1/2 GAGE x'2-3/8 N II-_-. 10d = 11 GAGE x 2-7/8p DATE ISSUED: 2-29-2012 I' I SLAB PER PLAN HDU8 " „ " 16d = 9 GAGE x 3-1/4 N I I (20) SDS 2Y SCREWS 4x6 1 -0 10. WHERE 3x BOTTOM PLATES ARE REQUIRED, USE (2) 20d END-NAILS OR (4) 8d TOE-NAILS FOR PLATE TO STUD NAILING. REVISIONS I ' ---FRAMING CONTINUOUS " " „ _11 _ f:,: IL _ \___i_h_ WH ERE OCCURS HDU11 1"0 (30) SDS 2Y SCREWS 4x6 1 -2 11. CRITERIA: 2010 OSSC TABLE 2306.4.1 NO. DATE ISSUED DOUG FIR LUMBER III HDU14 1"0 (30) SDS 3 SCREWS 6x6 1'-4" 2500 psi CONCRETE MINIMUM 3 m I 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 ifill 10 ACCORDING TO IBC TABLE 2305.3.3, FOOTNOTE A. DESIGNED BY: FPP ' 13. INSTALL 3x3xx PL WASHERS AT ALL ANCHOR BOLTS, BETWEEN THE NUT AND THE SILL PLATE. DRAWN BY: BDS o I 16d U 8ac TYP. AT BUILT UP STUDS 14. "HOT-DIP" GALVANIZE ALL NAILS AND WASHERS IN CONTACT WITH PRESSURE TREATED WOOD. CHECKED BY: HSB c OWNER APPROVAL: Q + CAST-IN-PLACE HEADED ANCHOR BOLT AND WASHER, copyright o 20�2 Seattle Structural PS Inc. OR ALL THREAD WITH HEAVY j HEX NUTS AND WASHER on c SEE TABLE FOR EMBED DEPTH N STRUCTURAL U DETAILS TYPICAL HOLDOWN SHEARWALL SCHEDULE (DOUG FIR LUMBER) : 9 NTS NTS 0 c S3 o • 5:5- 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 (MIN. 16d ( 8"oc AT BOTTOM PLATE PANEL EDGE NAILING NON-SHEAR WALLS) PLACE HEADERS LOW ONLY i ATTACHMENT PER TYP. DOUBLE TOP PLATE AT DOOR AND WINDOW PER PLAN SHEATHING AND SHEAR SHEAR WALL SCHEDULE PANEL EDGE NAILING OPENINGS LSTA15 @ 32"oc SHEATHING AND WALL EDGE NAILING PER I (MIN. 16d 8"oc AT SHEATHING AND SHEAR WALL ( PER PLAN TO BLKG. JOIST TO JOIST TOPPING PER PLAN NON-SHEARWALLS EDGE NAILING PER SHEAR I I SHEAR WALL SCHEDULE ) WALL SCHEDULE SHEATHING AND TOPPING SHEATHING AND TOPPING PER PLAN (9 7 • • • • • .-.L . .. A35 CLIP ANGLE I �...�._.._._—...�� PER PLAN RIM JOIST w/ (4) 16d TO AT EXTERIOR - - c -, BLKG. AND CONNECTION TO ,��HEADERS OVER RIM JOIST w/ (2) 16d TO � ---- - ---- --�- TOP PLATE BELOW PER Il�� ! " JOIST. CONNECTION li SHEAR WALL SCHEDULE (MIN. ( t \ Q z • 6 -0 IN LENGTH ÷ TO TOP PLATE BELOW PER I F 16d TOENAILS @ 8"oc !�' 1 •:. I } o J 0 (6) 16d MIN. SHEAR WALL SCHEDULE j "\ 0 W C9 AT NON-SHEAR WALLS) � -� > LU (MIN. 16d TOENAILS (4 8"oc 1!, _ „�� JOISTS PER PLAN W W REFER ARCH. - REFER AT NON-SHEAR WALLS 15• -_r I " = Q ARCH. I F i► 1, x 2x BLKG ® 48 oc w/ F ,..�STUDS JOIST PER PLAN ;I' A34 AT BLKG TO PLATE 1-- 0 JOIST PER BEAM PER PLAN ! x \ AND H2 BETWEEN .%=' BLOCKS BOTTOM `� W HEADER PER PLAN PLAN I (2) 8d EA. JOIST _ W I 6 � " LB HANGER (SIZE �X� TO PLATE I HEADER PER PLAN WHERE ~ l•j- 16d 8 ac, TYP. TO MATCH JOIST) - HEADER PER PLAN WHERE OCCURS. REFER TYPICAL 0 Ct Q TRIM STUD POST PER AT BUILT UP STUDS OCCURS. REFER TYPICAL HEADER DETAIL(S) U") CL. �' 2x STUDS AT HEADERS PLAN, (PROVIDE MIN. (2) � HEADER DETAIL(S) < F_U OVER 6'-0" IN LENGTH) - - !- TYPICAL EXTERIOR WALL 0 z TYPICAL SAWN JOIST FLUS - B=AM CONNECTION (sAw\ JOISTS PERPEkDICLLAR TYPICAL EXTERIOR WALL (SOLID SAWN PARALLEL m 410 TYPICAL EADER DETAIL ) ) C,I NTS 2 NTS NTS 4 NTS CO PER ARCH - NON-STRUCTURAL WALL PER ARCH. DWG. BOTTOM PLATE ATTACHMENT PANEL EDGE NAILING PANEL EDGE NAILING I PANEL EDGE TO BLKG. PER SHEAR WALL PER PLAN PER PLAN 1 SCHEDULE (MIN. 16d @ 8"oc BOTTOM PLATE ATTACHMENT t NAILING PER PLAN PER SHEAR WALL SCHEDULE 2x BLKG. CONNECTION !I 1 AT NON-SHEAR WALLS) MIN. 16d (� 8"oc AT NON- !( AR A 1 TO TOP PLATE BELOW PER 2x BLKG. ATTACH PER ► PROFF SHE W LLS) SHEAR WALL SCHEDULE. " SHEAR WALL SCHEDULE F sso • 2x BLKG. ATTACHMENT TO I (MIN. 16d TOENAILS @ 8 8"oc RIM JOIST i jecoNe�' 75057F, ,7'"2 „� t AT NON-SHEAR WALLS) w/ (2) 16d TO 1 : ��/'"�' if 0 TOP PLATE BELOW PER SHEAR WALL SCHEDULE ! I SHEATHING AND TOPPING JOIST ii _ q��FAe '�°��4�~ (MIN. 16d TOENAILS @ 8"oc I SHEATHING AND TOPPING i PER PLAN ;;_..__.._.AT NON-SHEAR WALLS) I PER PLAN s c o ff l 's �0 0 mot+ i -y ,r c y -- �'—� i EXPIRATION DATE:12-31-2013,i„ t 41 PM ._! SHEATHING AND SHEAR WALL 'ly� -� . I ! JOIST PER PLAN■ —,� earrle EDGE NAILING PER JOIST PER PLAN JOIST PER PLAN SHEATHING AND SHEAR WALL SHEAR WALL SCHEDULE EDGE NAILING PER SHEAR (REFER ARCH. DWGS. FOR Srrvctvrffl HEADER PER PLAN SHEATHING AT WA ( CANTILEVER f, WALL SCHEDULE r� SHEATH NG T LLS) l (REFER ARCH. DWGS. It►T-.• WHERE OCCURS ,, PAR ARCH SHEATHING AND SHEAR Seattle Structural PS Inc. ( REFER TYPICAL 2x BLKG. EACH SIDE (2-6 MAX) i WALL EDGE NAILING PER Civil and Structural Engineering FOR SHEATHING AT '- HEADER DETAIL(S) PARTY WALL (WHERE OCCURS) t ( 48 oc w/ A34 SHEAR WALL SCHEDULE 1420 Fifth Avenue, Suite 425 NON-SHEAR WALLS) 'FA FOR ADDITIONAL TO PLATE BELOW (REFER ARCH. DWGS. Seattle, WA 98101-4019 : l a (�1111 INFORMATION NON-SHEAR SHEATHING WALLS ; 206-343-3000 phone 206-343-3013 fax NON d- Q TYPICAL INTERIOR WALL (SOLID SAWN PERP. ) PARTY INTERIOR WALL (SOLID SAWN) DETAIL tV -7 I NTS NTS u NTS N r \ N ° co N PRESSURE TREATED SILL .� PLATE AND ATTACHMENT PER SHEAR WALL SCHEDULE (MIN. i 2x SILL PLATE w/ 5/(3"0 °' r ANCHOR BOLTS 0 48"oc w/ it NI: , PLATE WASHERS 3x3xY; in 'D' 2x 'H' EMBED MIN. 7" INTO CONCRETE N +� - --'� 7 ( AT NON-SHEAR WALLS) ISSUED FOR: PERMIT o CONCRETE WALL ( SHEATHING AND SHEAR 1 4 SHEATHING AND SHEAR WALL WALL EDGE NAILING PER INSULATION WHERE OCCURS, DATE ISSUED: 2-29-2012 N CORNER BARS TO CORNER BARS TO y' EDGE NAILING PER SHEAR PRESSURE TREATED SILL (REFER ARCH. DRAWINGS) o MATCH EXTERIOR SHEAR WALL SCHEDULE REVISIONS N HORIZ REINF MATCH CROSS WALL WALL SCHEDULE (REFER PLATE AND ATTACHMENT PER c HORIZ REINF � ADD (1) #5 ARCH. DWGS. FOR SHEATHING ( SHEAR WALL SCHEDULE (MIN. NO. DATE ISSUED ADDITIONAL (ALT HOOKS) DIAGONAL IN WALL AT NON-SHEAR WALLS) I 2x SILL PLATE w/ 5/8"0 #4 12 ac (VERT.) '' SLAB ON GRADE " ALTERNATE HOOKS ` PER PLAN o VERT BARS -CROSS WALL I ANCHOR BOLTS 48 oc w , F-- r \ SLAB ON GRADE / ,∎ PLAN © SINGLE CURTAIN o c PER PLAN j PLATE WASHERS 3x3xYa; ` .■_ r x x x x-f I EMBED MIN. 7" INTO CONCRETE ��/ c,lxx�s� x cx DESIGNED BY: FPP mini!-!► =o AT NON-SHEAR WALLS) ;I►u I -" '-''! .� �o�°� `�'�'-�°°° DRAWN BY: BDS o ' I - ° CHECKED BY: HSB -111 = o o��d NORMAL FOOTING I -rg I , ; �? REINFORCING, PER _ �` x x x I 1 x x x l ; , D �_i il-!! - ' I OWNER APPROVAL: m - _ ° O , L ° 1 1.111 #4 © 12"oc (HORIZ.) Copyright©2012 o ADDITIONAL VERT BARS PLANS AND SCHED -� CORNER BARS TO T_!i�! �i —a R G o0 0 6 -0 1 \ ; Seattle Structural PS Inc. u,,� t — li l li °a MATCH CROSS WALL ADD BARS TO ii!_! !-`!��! c - 0 , 17� T--;!I !;i! ;! • CORNER BARS TO MATCH EXTERIOR HORIZ REINF MATCH NORMAL �J !!!' ; ;I F!! .I I i FE I!J !; co \� �� o (2) #4 CONT. BOY. - HORIZ REINF REINFORCING o, `�0 '� CORNER BARS, TYP o \ -\ r I, !!! ;i M STRUCTURAL 2° CROSS WALL 2'-O" LINE OF EXCAVATION __ •, 2 4 CONTINUOUS ! !!! _IF (2) #4 FOOTING DRAIN, NATIVE SOIL OR DETAILS NORMAL FOOTING -- ' !i ' !` E! "' 1'-6" 4' BOT• REFER ARCH., CIVIL STRUCTURAL FILL a PLAN 0 DOUBLE CURTAIN N PLANS REINFORCING,SCHED NOTE: PARTY WALL { SW. 4'CONTRACTOR 4" 8" ,, 4" ,, TYPICAL CORNER BAR ARRA\ GEMENT DESIGN C' CRETE WALL TYPICAL STEPPED FOOTING TYPICAL INTERIOR FOU \ IATION (THIC <IEJ SLAB) DETAIL S4 al C-is) NTS (1---, NTS NTS NTS 3. a PER ARCH. DWG. PANEL EDGE NAILING PER PLAN ANEL EDGE NAILING 2x RIM JOIST 2'-0" MAX. PLATE wf A35F, SPACING PER BLKG. PER PLAN TO BLKG. (3) 16d PER CONNECTION TO TOP PLATE BELOW A34 EACH END OUTLOOKER ON SHEAR WALL SCHEDULE AT BRACE BAY BLKG. —1.— NON-BEARING WALL „,. ..,,.�,��f,,.��,,.�,.��.��.�� .N W, ,, IMMIWA�,�.�,,,. IPAIM,�.��.AW VAP r,,,. 'A ,,,.��A„�,�∎,�.�,,.��,,,,�,... JOISTS PER PLAN SEE ARCH DRAWINGS }�� A 11111wW21115Mail I V Nis•16d 0 16'oc TO BLOCKING 2x4 OUTLOOKER 24" ,►l' O.C. w/ A34 TO FIRST GABLE END 0 S -- . _.._� „__.� TRUSS AND H2.5 © 48" TRUSS Z W O.C. TO GABLE END TRUSS PER MFR. 1!:ir -'J[-_-_'- 1 O. BLKG A 48 2x BLKG. CONNECTION TO TOP i ;� O.C. (3 BAYS AT C/) 0_ — PLATE BELOW PER SHEAR WALL I BRACE, 2 BAYS •.� 2x SOLID BLOCKING i AT OUTLOOKER 0 24'oc w/ (2) 16d EA. END SCHEDULE ( MIN. 16d TOENAILS ` (� W (.9 TO JOISTS ( 8"oc AT NON-SHEAR BL G 2 QEPIINEEN W > Lid WALLS) WALL PARALLEL TO FLOOR FRAMING I \ TRUSS PER 1— p 0 —�.— NON-BEARING WALL SHEATHING AND ''"�—SEE ARCH DRAWINGS SHEAR WALL EDGE I i i A X MFR. X I"— Z Ct 16d 0 16"oc TO BLOCKING NAILING PER SHEAR ..�---•4 CC W < JOISTS PER PLA WALL SCHEDULE I►. WHERE DIAGONAL BRACE LENGTH EXCEEDS 6'-0", W -2x BLOCKING w/ (2) 16d ATTACH 2x4 LATERAL BRACE AT MID-SPAN 1— EACH END TO JOISTS G 16d TOENAILS © ; w/ (2) 16d TO EACH DIAGONAL 0 16"- 8"oc TO PLATE i2x6 DIAGONAL BRACE © 48"oc ATTACH TO TOP BLKG. U) DO NOT BREAK w/ (5) 16d NAILS, A34 TO WALL TOP PLATE, AND H2.5 TO END Z <SHEATHING AT PLATES TRUSS BOTTOM CHORD CL WALL PERPENDICULAR TO FLOOR FRAMING (— TYPICAL NON-STRUCTURAL WALL SUPPORT D 0 (BOTTOM) TYPICAL EXTERIOR CABLE E\D WALL m TRUSS)(STANJARD 1 NTS 0 NTS CO EDGE NAILING PER SHEAR WALL SCHEDULE + PRO,rfs NOTES: , I N FF s>o,.a,i T 5057P �. I 1. WHERE NO STUD TO STUD NAILING IS INDICATED, if ill - NAIL STUDS TOGETHER WITH 16d " �� y o d C� 8 OC cg, OREGON a G p .0 4 0 EDGE NAILING `f TFMBER'0" �� WIDTH 2. ADDITIONAL STUDS REQUIRED AS NAILERS, ETC. 4>° s c o T 1 e° FACE NAIL PER PER SHEAR WALL ARE NOT SHOWN. MAX. DIAMETER SHEAR WALL SCHEDULE EXPIRATION DATE:12-31-2013 SAW CUT OF BORED HOLES SCHEDULE 3. SEE SHEAR WALL SCHEDULE FOR SHEATHING NAILING MIN `» REQUIREMENTS. �/ EDGE DIST + 4. SEE BEARING WALL SCHEDULE FOR MINIMUM STUD SIZE AND �� BORED HOES ARE CIRCULAR ` (m') SPACING. (VERIFY ACTUAL SIZE WITH ARCHITECTURAL) S e a ttl e NOTCH —� �" TO BE SPACED AT PARTY WALL TO EXTERIOR WALL STUD LEAST A STUD WIDTH WIDTH A FROM A CUT OR NOTCH SFrvcFvrI a VEE 1 NOTCH + Seattle Structural PS Inc. MAX DEPTH i� EDGE NAILING Civil and Structural Engineering BORED HOLES ARE TO PER SHEAR WALL FACE NAIL Seattle, Avenue, Suite 425 LET-IN ' MIN DEPTH PER SHEAR WALL BE SPACED AT LEAST SCHEDULE 206-343-3000 phone 206-343-3013 fax a. NOTCH ` SCHEDULE o tr TWICE THE DIAMETER OF THE LARGEST HOLE .t EDGE NAILING t? EDGE NAILING 111111111111211:r .r�l ►�a:� PER SHEAR WALL ""'��i PER SHEAR WALL i /� 111111 i1 SCHEDULE SCHEDULE -,-:o EDGE NAILING NAIL N A. CUTTING AND NOTCHING WOOD STUDS PER SHEAR WALL PER CV WALL (DO NOT NOTCH MORE THAN 3 ADJACENTS w/o REVIEW BY ENGINEER) SCHEDULE SCHEDULE BEARING WALL STUDS TABLE NO. 1 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER SHEATHING PER PLAN NOTE: cn m SIZE EDGE CUT OR NOTCH CUT OR NOTCH REFER ARCH. DWGS OR CONTRACTOR 0, 2"x4" 1" 2-1/2" PARTY WALL TO INTERIOR WALL VARYING WALL SIZE PANEL EDGE NAILING DESIGN FOR VENTING REQUIREMENTS. 2"x6" 1-1/2" 4" PER PLAN (WO MAX. © 6"oc; DO NOT ui cn i 2x BLKG. ATTACHMENT TO INTERRUPT NAILING) rn NON-BEARING WALL STUDS o TABLE NO. 2 STUD MAX. DEPTH OF MIN. DEPTH REMAINING AFTER �'— TOP PLATE BELOW PER � ,,'/` ISSUED FOR: PERMIT EDGE NAILING EDGE NAILING SHEAR WALL SCHEDULE ,/` DATE ISSUED: I SIZE EDGE CUT OR NOTCH CUT OR NOTCH 2-29-2012 N PER SHEAR WALL (MIN. 16d TOENAILS © �i'' 6 2"x4" 1-5/8" 1-7/8" PER SHEAR WALL SCHEDULE 8"oc AT NON—SHEAR ,''�� REVISIONS C 2"x6" 2-1/2" 3" SCHEDULE WALLS) ,, � NO. DATE ISSUED /-- 0 B. BORED HOLES IN WOOD STUDS FACE NAIL �,.,- BEARING WALL PER SHEAR WALL REFER ARCH. .= STUDS MAY BE BORED NOT IN EXCESS OF 40% OF THE STUD WIDTH. BORINGS �tIc ►zr SCHEDULE ,,�'"+� o SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. --� Iir— �,, DESIGNED BY: FPP TABLE NO. 3 STUD MAX. DIAMETER MIN. EDGE DISTANCE EDGE NAILING ,j�f� ,� k;s—�, DRAWN BY: BDS o PER SHEAR WALL ` I CHECKED BY: HSB SIZE OF BORED HOLE AFTER BORING FACE NAILS PER 0 2"x4" 1-5/8" 5/8" EA SIDE OF HOLE SHEAR WALL SCHEDULE ,,�� TRUSS PER MFR. OWNER APPROVAL: i 2"x6" 2-1/2" 5/8" EA SIDE OF HOLE SCHEDULE _+� ,.�'' Copyright©2012 0 � NON-BEARING WALL HI AT EA. TRUSS Seattle Structural Inc. . cy, STUDS MAY BE BORED NOT IN EXCESS OF 60% OF THE STUD WIDTH. BORINGS WALL INTERSECTION WALL CORNER SHEATHING AND SHEAR U) SHALL NOT BE MADE AT THE SAME SECTION WHERE A CUT OR NOTCH HAS BEEN MADE. J PER ARCH. I WALL EDGE NAILING PER STRUCTURAL TABLE NO. 4 STUD MAX. DIAMETER MIN. EDGE DISTANCE SHEAR WALL SCHEDULE DETAILS -c OF BORED HOLE AFTER BORING (REFER ARCH. DWGS. 2"x4" 2-1/4" 5/8" EA SIDE OF HOLE FOR SHEATHING AT c 2"x6" 3-5/8" 5/8" EA SIDE OF HOLE TYPICAL EXTERIOR WALL NON-SHEAR WALLS) 4, (f) TYPICAL NOTCHED STUD TYPICAL WALL INTERSECTIONS (ROOF TRESS PERPE\ DICULAR) S5 m NTS NTS 0 NTS a , • EDGE NAIL - FULL HT L • ... • - FTG • • • LSTA24, TYP PRESSURED 2x 2x ATTACH . I ,7 (**5 Z RISER & IRE TO CONC. w/Xx6 TITEN HD 0 . . Z u j SEE ARCH 24 oc (MIN. (3) EACH STAIR). • • • cr) 2 -I . • u) CL . • 00 Z . U212 HANGER, P(P- W ---I 0 . A35 0 EACH _ . . i Ow 0 STRINGER — STRINGER PER PLAN , --NI _ . . .0.'1 L.Li Lij ILI Ct NOTCHED SWINGER 4x12 — LANDING JOIST OR . •• ... .- SHEAR WALL 1 0 0 / 1.... FLOOR JOIST I-- =;--"1-1D STRINGER 4x12 • PER PLAN Ci — _ j___,. Ill■ PER PLAN I • • earl-- Z Ce HEADER • • 8" MIN PER PLAN - • -IL ID Tdogto °0001;502,tio 1 b \ I* • 0 1 u..1 • /41 LANDING JOIST 0\1 ---S -- U212 HANGER 8" MIN • - • . ''' Z I-- I— LL- -N. NT FLOOR JOIST • BLOCKING 0 iX 0 ce ___, HEADER • 0 STRAP I-- < (.), >— PER PLAN • • Cf) SLAB ON GRADE tn. SIMP 'U' HANGER — • • z < • 0 1'-2" • • I- / / o Z 1 TYPICAL BASE OF STAIRS STAIR LANDING STAIR LANDING (Th TYPICAL STRAP © S- EAR WALL OPE\ ING Ce D CO 1 NTS (2) NTS • NTS 4 CY) t , pRoFe,s, J>0 •ii.°;'s ....- «, 750571;# 4-4274.- aolry ii cP OREGON 4: •:/- . ,0 AJ c, - , 41 Tea,BER/Pp <t) SCO• ' EXPIRATION DATE:12-31-2013 Seattle Structural 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 a_ CNI a e4 i 01 i.- (•I 0 0) CNI L. 4) -w a u) CO CTI 3 la ci cn O) C•I I ISSUED FOR: PERMIT (.4 0 I DATE ISSUED: 2-29-2012 cNi 5 REVISIONS cv cp .0 NO. DATE ISSUED Fi U) 0 L 4) .,c 4, 46 DESIGNED BY: FPP a) DRAWN BY: BDS C o CHECKED BY: HSB -4-, 0 c OWNER APPROVAL: o %.. co Copyright @ 2012 ../' 0 Seattle Structural PS Inc. c.) / 01 0 (1) STRUCTURAL 2 0 DETAILS 4) = _ 4, 4a ,., a 4) C • ■ 0 *0 0 a x S6 0 at ... a: