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POLYGON AT RIVER TERRACE AUGc)-- ovtr ----T. --: .-----, i ;-.._,, i , .„, rr „-_-_,Ei c e-----z I 1 Citi$ CITY Cri'i '. 7 _ t----- ' ' mei) L . ik----„ _ __,, _ _,___, _, 1 A _-.7----„ t- ig NW \ / \ / i A i _ikk- 4 L'LJ�i.lilii v:: viii.-.�J'� - 3 r a 4--: s ( ilk: --- : --1. 1 OFFICE COPY Milbrandt An Single-Family Home Development Architects T■ 25 Central Way, Suite 210 i a rd OregonKirkland,Washington 98033 gP:425.454.1130 F:425.658.1208 Web:www.mil brandtarch.com Polygon Northwestup ilib �, 'g �- MMPSON y i - tp' KI' AND, A. „. 11320 �Q 67 a • co PROJECT TEAM GENERAL NOTES LIST OF DRAWINGSin an Owner/Developer Polygon Northwest Company 1. Comply with 2017 ORSC and all applicable codes and ordinances of the local jurisdiction and the Al Cover Sheet 6 4 ._ 703 Broadway Street, Suite 510 State of Oregon. A2 Floor Plans a Vancouver, WA 98660 2. Do not scale drawings. 3. Verifyall rough-in dimensions for equipment in this contract orothers. All rough-ins A3 Floor Plans -S C `^ (360) 695-7700gprovidedby 9 V c� a shall be approved and fireblocking shall be installed prior to framing inspection. A4 Stair Plan&Interior Elevations v N '. �.; 4. Verify size and location of and provide all openings through floors and walls,furring, anchors, z Architect: Milbrandt Architects, P.S. inserts, rough bucks and backing for surface mounted items. A5 Electrical Plans -- 25 Central Way, Suite 210 5. Provide furring as required to conceal mechanical and electrical work in all finished areas. 6, A6 Electrical Plans :I- Kirkland, WA 98033 6. All swinging doors not located by dimensions on plans, interior elevations,or details shall be 3" k-•--`' 3 (425) 454-7130 from face of stud to edge of rough openings or centered between room partitions as shown. A7 Foundation Plan i Q N. 7. Plans are drawn assuming the following rough openings: A8 Main&Upper Floor Faming&Shear Wall Plans Structural Engineer: CT Engineering Swinging doors: Nominal size +2". 8 g 180 Nickerson Street, Suite 302 Bi-Fold doors: Nominal size +1-'/z". A9 Upper Floor Shear Wall Plans p Bi-Pass doors: Nominal size +0". A10 Roof Framing&Roof Plans 'J Seattle, WA 98109 Windows: Nominal size +0". S (206) 285-0618 Sliding glass doors: Nominal size +0". All Elevations o 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. Al2 Sections Civil Engineer: Pacific Community Design Inc. 9. "Finish Floor"refers to the top of concrete slab or top of wood floor sheathing. a 12564 SW Main Street 10. Exterior walls shall be 2x6 studs at 16"o.c.and interior walls shall be 2x4 studs at 16"o.c., unless o '5..-. Tigard, OR 97223 noted otherwise. S1.0 General Structural Notes (503) 941-9484 11. Unless otherwise noted, plan dimensions are to face of studs and face of concrete walls. S1.1 Shear Wall Schedule&Notes d 0 12. Refer to interior elevations for cabinet and counter lengths, dimensions, countertop materials and detail reference. S1.2 Holdown Schedule&Notes Verify all existing dimensions before installation. S6.0 Typical Foundation Details VENTILATIONNOTES 13. Provide caulking between sole plates and subfloor and between rim joists at both top plate and Typical subfloor. S6.1 Basement Details 1. Design Criteria: 2017 Oregon Residential Speciality Code with Mechanical provisions 14. Hydrants shall be in service prior to start of framing. gg 0 Typical Floor Framing Details to o , 15. Provisions shall be made for the control and drainage of surface water around building- ORSC a_ 2.System Type: Intermittently operated exhaust fan and outdoor air provided by a forced-air s9.1 Typical Roof Framing Details conditioning system. Sec R401.3. d 3.Use: Group R occupancy. 16. Milbrandt Architects is not responsible for construction means, methods,techniques or CO 4.U Approach: Prescriptive procedures,or for the safety precautions and programs in connection with the work,and is not p responsible for the failure of any contractor or subcontractor to carry out the work in accordance D1 All House Details 5.Specifics: See Electrical Plans for ventilation fans and locations. with the various contract documents and or governing jurisdiction, regardless of what is shown on D2 All House Details 6.Specifics: See Notes on Floor Plans Sheets for undercutting doors. these drawings. `ia 7.Outdoor air connection to the return air stream shall be located upstream of the forced-air D3 All House Details system blower and shall not be connected directly into a furnace cabinet. ^ D4 Basement Details Cl) as DESIGN LOADS D5 Specialty Details I °' T f ! o m .� o er GENERAL INFORMATION „a � a h See sheet S1.0 for Design Loads. Project: River Terrace (/) ll/� Ce Location: Tigard, Oregon ENERGY N OTES L,. Building Code: 2017 Oregon Residential Specialty Code as modified and adopted by the local 1. Code: 2017 Oregon Residential Specialty Code Chapter 11. 0 r jurisdiction. 2. Compliance: All residential dwellings shall comply with the Prescriptive Envelope 3 Requirements of Table N1101.1(1) of the 2017 ORSC. NET SF 3. Residential dwellings shall also comply with Measure (5) and measure (A) of the C LU e r Floor Areas: A - Main Floor Garage (U1 occupancy): 679 SF Residential Energy Checklist (Table N1101.1(2) of the 2017 ORSC). o LL A - Main Floor Porch: 57 SF 4. See D1 for Energy Notes. (1) a Q Total: 73-6-SF 5. Fuel for heat and domestic hot water is Natural Gas. 6. For insulation values see the Insulation Box on Sheet A2. A- Basement Floor Residence (R3 Occupancy) 948 SF A- Main Floor Residence (R3 occupancy): 1,591 SF A - Top Floor Residence (R3 occupancy): 1,836 SF WINDOW ASSEMBLIES Total R3 occupancy: 4,375 SF TI N NOTES ii; co Z RADON M I T I GA O O Window values are Milgard, tested values 1. Code: 2017 Oregon Residential Specialty Code Appendix F. CL/CL CL/AR CL/LoE AR/LoE-Suncoat 2. Compliance:All residential dwellings shall comply with the crawl space ventilation and building Horizontal Slider 0.51 0.50 0.30 0.30 tightness requirements of Section AF103.5.2 of the 2017 ORSC. Fixed 0.49 0.47 0.30 0.29 3. See D1 for Radon Mitigation Notes. a) Single Hung 0.52 0.50 0.30 0.30 Sliding Glass Door 0.48 0.46 0.30 0.29 DEFERRED SUBMITTALS All windows shall be min. U-0.30 per table N1101.1(1) in the 2017 ORSC. CO 1. Mechanical Design and Drawings L >1 9 9 The use of windows by other manufacturers in not precluded. When ,i., _ 2. Electrical Design and Drawings windows are proposed with U-values other than those listed above,the i` CO 3. Plumbing Design and Drawings. total allowed UA shall govern. Each window U-value shall be multiplied di O. by its area which produces that window's UA. The sum of all window E UA's shall not exceed the total UA allowed shown above. inem 0. o L p cuc U 0 OFFICE COPY �� p ,. 0 Design Standards Compliance Matrix I ° s C Articulation Entrances Entrances Detailed Design Garages and Carports ` Single-Family -�.�. . as g Y 18 660-13 I(1) Eyes on th Street 18.660-13 I(3) (When open to a Porch) 18.660-13 I(4) 18.660-13 I(4) A GEOTECHNICAL 13 "� z Houses 18.660-13 I(2) 3 REPORT t5 REQUIRED • C3 ~ Z Elements (min. I required) Both required ALL required Elements (minmum 5 req'd) Garage Setback(need 1) Garage Door Width (need 1) BEFORE THE FOOTING �■ _ C At least 12%of the �, I c N I > INSPECTION IS APPROVED C C Q a �. street-facing facade ° E 3 v v a+ � '° E a o kJ Iv '1512 o °' a CD ., a s +� a g m o o ° v .c a a fa a c i .Q c a � �+ +. M a z rt c :c a c a c a m CO H 422u 3 c a, a a u '0 = z cc u a must include windows 4, w = u 'C L '° O RS a +' ro u '0 v v-+ O 3 n1 v+ +•' w " " ` � 0 a, ^pro w3 � "- o � u ac „ Lt. 43 - -a E $ roe.. c 3 xro „a . N = 4- .a ns as aac w o - N a, 4O ell c w i' O vi ° a $ .. a o I c a a o o °' a ++ o rV or entrance doors c a rt .0 re a o 0 a s ,� -a u a °1 a E N a -o > v, a ry 'W a - w h+- ..... • a c x x .c 'S o a u ,, a c a ` v -e a u o vc+ o - �° Q E 'Cs 'a 4, 171 to c (windows in arae - +� - �+ L ° o u - V+ -- L L s o a c • .0 as a CU �, x a ,ss E garage � � a ro � 'r a s u a c a ro a x . a c a o -a Q -0 fl a > t _a a t v+ a ?L > O V a+ L N a.+ ° c O O ++ ea.' a H O Y - = h - u �, c 3 a doors count far ) 44 a v- a 'c *' v, o y a a 3 c r o a >,s +n INS o - o a. o �E 3 " a sa - >. a ° /� w c a o L a 0 +.0-+ X O a a c a a a a a c 0 a C� 0 O is .� V. u -a in .- v+ a v O a ;J It%c ry O 0 o a o a ° a \ to a+ a in a +' a i a O c O a+ rAa •>: O .O vs a > - K a u vt a+ �n X c >` S' w c .c 'O 3 'a a sn -. . . - - via. g,is >- 3 as u u ai u L a w. a . cfl L `� sv `+- :c 3 t !s' c „ 0 3 = 3 .- ro >. ,a w o O `" C c 3 4 � .- a Side c K c +' > c oa n a E : , s 'tc a - O a ai-0 -a N . v. a � arra c 3 am a «s+ a c _, a, n a " a � a � a - ?� d a � o � a L g. O \ «+ as o ++ SS C O4aS Goa c+ a 'C • c a a a a a a Front Lja a ea lu u L c c u, c is u a a - ^ E w a +� as a 'o -a a sz v a a arc ea ,� RI a fd a s C:IT`Yort TIGARD - > 0 - ° ,-va w 423; $ w Elevation Elevation at +, -a „ O - �, as c •C $ .- ii, .c- - 0 >_ > c u c .t c c a c o c o a m a o 3 u c c c c a a Jr vi L '^ a X ° ►- _ /� � VI m -0 � a tc o u corner lot i5 � ' w E E w 8 o w in ' N E � t m a. u .E ce E E o .E ce E cc E cc u o ° i Q .E 3 -E�3 .E u, -a m -a a!-^ u v u axi w v n, T u .- u axi u aW = FOR DE COMPLIANCE Z V a Vivi a Plan 1 7A/A(R) DL-SG 50'Wide, 4 BR+Den/2.5 BA 0 0 1 3% 1 2% 0 0 0 0 0 0 • 0 1 2 3 4 5 6 7 8 0 0 32% Style: English Revival I'crmit#.. �2,�5,`�� Ol , -_,Ni Job Na.: 15-03 Address: , -M40 ' t)L�t,Lv4 �tv1tR. Suite#s / L. Sheet No.: 13$ AS( Date: /2� lA 1 m - Sheet Order: A . S D Fi 19.-71/2" ,4. 6 n . r1 - mil B 14' 6" 6'-103/4" D2 6'-103/4„ U O .: 50'-0" _ 12 , r ' 6x6 PT POST 1 1 I D4 31'_3" / 18'-9" A Z. „ 50.-0' / 2'-11" ♦ 13'-7)" 5 4" 3,-6�, 5'-10/2" 4'-2 4" 5' 0" 5' 0" ' 4''6 4" •1 7�, 189 ,� Milbrandt ' 31 3 3, 5�• T_0, 3-2" 1 '� f 12 'I .- �^ } C 6' S�„ 10.-4Y2" 5, 0�„ 3.-6" 5' 10�" I 4' 2�4" 5, 0,. 5' 0" 1 f / ,/ • i , ' Patio D4 ' 1 i________ t r Il i t e 4 l J -,3-0 5• 10 F 3-0'5-0 F a 1 H „- 1 == I ... 3-C 5-O F 3-C 5-0 F ` I I , � }� e s ee ----si = - �—_-- •1 r-=r_� 25 Central Way, Suite 210 ®��■��t��m■I�ll I I o a ,�� —+ r ''"-- • I I r} r Kirkland,Washin ton 98033 • W ■i...r�■ ■i 00 ``' • 28PATIO '.(C4\1 v IiiiI " 2 8 PATIO t Deck , wla :• I I P.T.6x6 OPEN i® q ? UP 01 - I N 3 POST o P:425 454 7130 F:425.658.120$ _zl- rP ' BELOW 1� I I W > 4 DN - I s o m I I I m D2 I TYP. v Web www.mifbrandtarch.cam �' 3-1,6-0 F 6-0 5+0 SL 3 : • D1 • AL : Sto r. o Q _ _ • 30�50F 60505E -� 305�0 II 6 T ��a�_..�—off ; �-- r r t c- .I+ N- % �1) 11 -- a Powder 6, 7/„ 0 16 �' -N ��{ i �( li N a • �"' :'l 3 � ' N Nook .I y• am 30"TBfliI cv D2 ao --t �1` CR1kWl .. ON 7� _ I 1{Aec{ei511 m D2 ;I if eA 2-4 HCW • m •• 1111111111 LOW WALL AT 41_,......\\\ i�+�� ` 45° * :• n _ r r MPSON c"+3'-0"ABOVE I:.:-:- • „ �� y�::: FURN. � \ 4' 61 1'113 KI i ND, A. ,.. D2 2 4 HCW FINISHED FLOOR t, f4" 3' • m •_1„ 2' 11.. 4, 1., 4'-434" 1'-103/' I::• —- #2 ii •• �„ I'- �, °' •: II O HON RETURN AIR GRILLE '• 11320 01 Pantry 8'-7" 2'-2" 2'-1" 1::: :• I OVER TOP OF DOOR n ti •• i f 1 1 �� : 24"x30"CRAWL SPACE 4'• (f F ��J� 1 " j�— ACCESS HATCH El Y • 5 SHELVES �, C:: C'/~ I::: • TOP OF CONCRETE _...——-.I I:•::: '' 1 � 14 4 •• > : cu • BASEMENT WALL k::•:: 41> DW 1 UL APPROVED DIRECT-VENT i ° 20 D4 D4 Unfinished Basement I--I WOOD TREAD ---J FIREPLACE, INSTALL PER MFR. 1 111 D2 t °f MAX RISER 8 © 6 . o m • 4 (ADD STEPS D2 D4 q O a Great Room II .�I DI D3 • 6 _ _ • _ ._ ___ _ • • REQ'D BY GRADE) o • • I I D4 • v o © © 12"TILE SURROUND W/ 11� r. 'S A"PLICABLE � • "' ;= ,,� P:R SITE 14.-734" 18' 113 • z 410 �) 0 2x TRIM FRAME o ° 0 DITIONS ♦� �4" ,� �4" —;f- -1 OC : u • L 0 I —I L.--1— t.:::::: •Y • • • • c I • Kitchen —_ �____ : 0,1 : zo • 5-0 MTL PLATFORM @ +18" INSUL •• • N ABOVE ADJACENT - • t • o SLAB • \ F,, \ - D1 1 y FURNACE TO BE SIZED io • '� _____...:: FLOOR ABOVE : o `5,. TO MEET REQUIREMENTS 16 c - FURN. Fo LAID OUT IN ORSC SECTION M1305.1.1 #1 REF m 2004 &CONSERVATION MEASURE A OF L——— —— — ——— —— •• • z • ORSC TABLE N1101.12 o L____ ; { tig-, :it 2-4 HCW Alalk 70 1. • 13.-4Y2" 3.-7-Y2" 7 5._0“ 1::4'..A. f:::::: 12.-6.Y2" / ."`� . ;I: GUARD RAIL :::: 1:::::: N -- i^ L 2 UP WITH 6" HIGH I.:-:::.:-:.:1 I:::::: o 10 ( > :::?. ., r 1:::::1 1::::::.: `" CRAWL SPACE SEE I 1 CURB AT D4 "� BOTTOM,TOP II: :1 K.::••:. FOUNDATION PLAN I I /� 3-Car Garage �� ::::::-:; ::::::•:.::::. ..•:::::.•::::.•.•.•.•:.•.- ::::::::.•:.•: I W rAT +42"ABV. WALL FINISH:%"GWB � �—' CEILING FINISH Ye"TYPE 'X'GWB , • """• OPEN TO t..:::.1 k"':':':'1 FIRE-TAPE ALL GWB A I ABOVE I::.:::j k..,.:,1 DiningI .-, d o3 WRAP BEAMS BELOW CEILING LEVEL. 45' Entryk:::::j 1:::::1 Room o'-- A CRAWL SPACEon j a N INSULATE FLOOR ABOVE. 1:::::::::::: k :1 II ^^ �� Al2 SEE FOUNDATION PLAN e- • M/ ill5%„ FLOOR I:•:•::•:•: 1: ::::::I a C7 � �ABOVE F:•::•:::L _}:•:::•::{._ Z �, 3'-9/2" 3' 4 2" ff.1, 1 1� 5 7f • :_.I'''''''''' ----••''''''''''•••:-:•:•:-::1"'''•:: .::. .:.::. . . :.:::::.::: u, W :::::::::::1 rt 4 m �~ [ (j 1 C:::_. F-- lG': :'1 0 '�v,,- 1•:::•::. V; .NtO Z ......�n w 1:::::::::.: o `D E'• 0 Ell 8 tL D 2 i ••• ��8! . • r I 1 r- 1—j - D2 °' • ; N .. FLOOR AB* E—;•1..• : q "' I I 11 . r : • 4 I I.•.....•, I I 1 L I` Den • •�..._.._ ' __..I L!. . - •• 1 D1 . •• 2-. 6-I SH 2-6 6 0 SH 2-: 6-0 SH r © h I 'r,1 O r- 16-0 8-0 SOHD •. 1'-10" F,., ( I I L— r——JL 4.1 Floor Above • • • 1.114I I I L. 1 1 e- D1 1 1 D5 I t I ( I •' ROOF ABOVE—•I D2 YP. I • • r i • r • �. I I I L_---� 3 06LOSH 3-06IOSH —I_— —J I t D1 L ,r� 1 t t 1 1 1 • i i i 3,_9Y2„ 10'-0" 10'-0" 3' 10�" 3' 6" 3' 10f„ 2' 2f4„ 4' 0,4 2' 9" �, 3' 0" 3' 0" , 6'-2l' 12'-63" ap co 20'-0" 11-3" f B Plan 17A DL-SG Al2 MAIN FLOOR PLAN Plan 17A DL-SG BASEMENT FLOOR PLAN o. z. 0 0 1/4"= 1'-0„ 1/4"= 1'-0" 0 CD C 401 > IAD 0) (1) L ■MI NOTES INSULATIONa FRAMING: 2x6's AT EXTERIOR WALLS All escape or rescue windows from sleeping rooms shall UNDERSLAB-R-15 rigid insulation to a depth of 24"at heated perimeter II=OR illt = Ti 'C 2x4's AT INTERIOR WALLS U.N.O. have a minimum net clear opening of 5.7 square feet. The = R t minimum clear opening width dimension shall be 20". WALLS: 2x6 walls with fiberglass batts or blankets-R21 Ala °a) 0 R-21 BATT INSULATION Egress openings shall not have a sill height more than 44" it 73 above the floor(measured from finished floor to bottom of BELOW-GRADE WALLS: Fiberglass batts or blankets in 2x6 furred walls-R21, a) clear opening). All operable windows more than 7'above with thermal break between slab and foundation walls = Concealed spaces shall be firestopped in both directions grade shall have a sill not less than 24"above finish floor. 5 E E A4 FOR INTERIOR E L EAT I O N S at 10'-0"on center at floors.Typ. FLOORS OVER UNHEATED SPACES-R-30 = C 0 All glazing shall conform to ORSC section R308.4, O U 0 Fireblocking shall also be at interconnections between Hazardous Locations. Glazing all doors shall be AND STAIR PLAN insafety ATTICS AT TRUSSES-R-49(R-38 shall be deemed to satisfy the requirement of vertical&horizontal space, between stair stringers at top& type and all glazing within a 24"arc of either vertical edge R-49 wherever the full height of uncompressed R-38 insulation extends over the wall bottom of run, at openings through ceiling&floor and at shall be safety type. top plate at the eaves) 0) Q chimneys&fireplaces. 0 Provide water resistant gypsum wallboard behind tub and EXTERIOR DOORS: Doors between heated and unheated spaces shall be U= o a. All bedroom and bathroom doors shall be undercut a shower enclosure materials to a heigh of 70"minimum 0.20. 0 mu minimum of 1/2"above the adjacent floor covering. above the drain inlet. AREA ;l.1MMARY Insulate and weather strip all crawl space access hatches. a WINDOWS: All windows and sliding glass doors shall have a U-facor of U=0.30 or z The front door shall be openable from the inside without the better a Insulate and weather strip all attic access hatches.provide use of a key or any special knowledge or effort. It may be a a. minimum of 30"of head room above all hatches. provided with a night latch,dead bolt or security chain, insulate under stairs and in wall cavities above bottom of stringers Net SF All plumbing vents shall be located on rear side of roof provided such devices are openable from the inside without Basement 948 rid e. the use of a key or tool,and mounted not to exceed 48" Job No.: 15-03 g above the finished floor. First Floor 1 :5g1 Opening garage equipped Any electric fireplaces shall be listed by UL or FM and shall GYPSUM WALLBOARD SCHEDULE 1 Sheet No.: O enin between ora a and residence shall be ui ed Second Floc 1 ,836 with solid wood doors not less than 1 3/8"in thickness, be installed in accordance with that listing. d solid or honeycomb steel doors not less than 1 3/8"thick, 5/8"Type'X'GWB at Garage Ceiling �� - Total SF 4,375 or 20-min fire rated doors per ORSC R302.5.1.1. Provide street address at the front of each residence.Use 4" 5/8"GWB at all other locations,U.N.O. p ��++ RR o high or larger numbers. SA Sheet Order. �7 V B Ala 50'-0" 4' 0" 27'-3" 18.-9" If 13'-3" 8'-1" 5'-11" 4.-23/4" 5,_0" 5._0„ 4'-644" 1i 5.-8" 77 4'-34" 3.-93/4I I I ' . _ 4 4 40 ... I + I I It mI D2 r I I I Miibrandt I r , I I Architects . 5-0 4-0 SL ,- 5-0 3-0 F I I r EGRESS SAFETY GLAZING I 25 Central Way, Suite 210 I 60"x35" t I I Kirkland,Washington 98033 3b"X66" 1 0 I o P:425.454.7130 F:425.658.1208 o DROP-IN SHOWER Web:www.milbrandtarch.com ,TtTUB 1 3-0 5-0 SH 7-6 5-0 F 3-0 5-0 SH i) Roof EGRESS t�� Below TUB PLATFORM - •• `' ► @ +21 • "A.F.F. • Bedroom 4 • , • • Master Bath )-:::: ::::::::::::::.::.....::•:::::::: :::'::::'::'::•:._::::::::::'::::::::. .• D2 i.- _; ...! • :::: .I KI' ND, A. i� g :: • 11320 :a • :.t • fl .. . F OPEN SHELF WALL BELOW �' :::.+ • • • ■ ABOVE CLOSET + .. v . . Master Bedroom • ::1 •:• r 6. I • CD : • .n TUBCD 5 U V AND SHOWER n, :::.I N S F,--,to ':1 b N ) c. r _ (T.) CT.) I -'v, �-t? /�� cv DRYER .; v -___1. `_S LL N Bath ` in —RAISED CEILING PER d -J `° '�^ z 4 HCW , 9 "s '�� TRUSS DESIGN D2 ...;:^N.,1 N w <7 24"TB 2 4 HCW 0"l D2 a N. N r,, ACCEA71SS Laundry SHELVES z I Fig S & PIr..„ 2-8 HCW A iv `4 w a N N N i N N ��C- I Q 6OBiPA S _mom= 1; W.I.C. co co OPE SHELF '-6 HCW I \ o Z.o ABOVE CLOSET c 3' 5�„ 5'-11" 2' 1" 3' 9�' 6, 3 „ 3, 7�" 3, 7 f„ 6.1 3`-6" 1'-9" 7` 10�„ +n s 4.4 o7 ,� LOW WALL @ Hal I "� s INSULATE FLOOR +42"A.F.F. OVER UNHEATED , ON 1. z Q SPACES&P ) ................7 --_9„, I Lc ti rill \---WALL GUARD RAIL WITH 6" S&P -N` LA Bedroom 3 BELOW &11'4 HIGH 2X4 CURB AT -v INN BOTTOM,TOP AT « n, ........ t CO "n +42"ABV. NOSING } J e' N IA • - 6-OIBIPASS w OPEN TO OPEN SHELF 1ci BELOW ABOVE CLOSET 1 0 �' N CO > LU 1 Z CC FillI 9._5y2. 15'-11Y2" 3.-11%2" s1-9Y2"1' 9�„' 3'-10” 4'-0" 4:3 �/� A 7 0" A a VJ ..... co ° O N N Ala Bedroom 2• Ala a. CD • r z Roof i zozoF 20► 0F 2020F n/ W Below Bonus Room -N • Ii 40......• cV CO , •• 1 I I O Cr) = CO rzr :IINSULATE FLOOR • I I I J 3 .4_ OVER UNHEATED . o u. u. • Attic I ) _ Q 1-0* SPACE EXTERIOR SIDE I• • ( OF WALL BELOW • • EGRESS - : I i I • U h 16 • I r I • I 305SSH • 3-0 5-0 SH p D5 I ( 11'-0" I 1 r — It a EGRESS • • 1 1 I I I I - U1111 �_ 3-05-0 SH 3-05-0F 3-0S-oSH I r 21 I , o l r I 1 16'-0" 1 1 1412 ( I ( I 1'-0• Roof BelowI 1'-o' 1 1 I G) I I I ---�-- --- -----i___--ii I I 1 _ N I I (11111) io I Eli 5.-8%2" j 3.-6" 3.-6" 4, 3'-9" 7'-8)" 4 2`-6" i 2'-6" 3'-3" 5'-0Y2" 3' 6" 5.-0Y2" LC OS 4.-0" ,r 16'-53" 15. a.)--11X" 13'-7" t a) O. B CL Al2Plan 17A DL-SG UPPER FLOOR PLAN 0 0 o .int > C) N C3 L a) NOTES INSULATIONC0 FRAMING: 2x6's AT EXTERIOR WALLS AU escape or rescue windows from sleeping rooms shall UNDERSLAB-R-15 rigid insulation to a depth of 24"at heated perimeter "L 2x4's AT INTERIOR WALLS U.N.O. have a minimum net clear opening of 5.7 square feet. The = 't 03 minimum clear opening width dimension shall be 20". WALLS: 2x6 walls with fiberglass balls or blankets-R21 +a 0) 0 • R-21 BATT INSULATION Egress openings shall not have a sill height more than 44" ." above the floor(measured from finished floor to bottom of BELOW-GRADE WALLS: Fiberglass baits or blankets in 2x6 furred walls-R21, RS 0 clear opening). All operable windows more than 7'above with thermal break between slab and foundation walls = Concealed spaces shall be firestopped in both directions grade shall have a sill not less than 24"above finish floor. SEE A4 FOR INTERIOR ELEVATIONS at 10'-0"on center atfloors.Typ. FLOORS OVER UNHEATED SPACES-R-30 0 AND STAIR PLAN All glazing shall conform to ORSC section R308.4, CD Fireblocking shall also be at interconnections between Hazardous Locations. Glazing in all doors shall be safety ATTICS AT TRUSSES-R-49(R-38 shall be deemed to satisfy the requirement of 0 vertical&horizontal space,between stair stringers at top& type and all glazing within a 24"arc of either vertical edge R-49 wherever the full height of uncompressed R-38 insulation extends over the wall bottom of run,at openings through ceiling&floor and at shall be safety type. top plate at the eaves) CD Q chimneys&fireplaces. Provide water resistant gypsum wallboard behind tub and EXTERIOR DOORS: Doors between heated and unheated spaces shall be U= o >11 a All bedroom and bathroom doors shall be undercut a shower enclosure materials to a heigh of 70"minimum 0.20. 0 - minimum of 1/2"above the adjacent floor covering. above the drain inlet. AREA SIM MARY Insulate and weather strip all crawl space access hatches. a WINDOWS: All windows and sliding glass doors shall have a U-facor of U=0.30 or The front door shall be openable from the inside without the better a Insulate and weather strip all attic access hatches.provide use of a key or any special knowledge or effort. It may be aCL minimum of 30"of head room above all hatches. Net SF provided with a night latch,dead bolt or security chain, Insulate under stairs and in wall cavities above bottom of stringers Z All plumbing vents shall be located on rear side of roof provided such devices are openable from the inside without a Basement 948 ridge the use of a key or tool,and mounted not to exceed 48" Job No.: 15-03 above the finished floor. First Floor 1 591 Opening between garage and residence shall be equipped Any electric fireplaces shall be listed by UL or FM and shall GYPSUM WALLBOARD SCHEDULE LL Sheet No.: Second Floor 1 ,836 with solid wood doors not less than 1 3/8"in thickness, be installed in accordance with that listing. d solid or honeycomb steel doors not less than 1 3/8"thick, 5/8"Type'X'GWB at Garage Ceiling zA3 - Total SF 4,375 or 20-min fire rated doors per ORSC R302.5.1.1. Provide street address at the front of each residence. Use 4" 5/8"GWB at all other locations, U.N.O. /� cc nn o Sheet or larger numbers. Order. A �7 V G I 1 t 1 W3925 W3942 W3642 W3942 F F W1542 W3642 W3642 W3018 W3642 W3942 < >,- ,/ .-1__\_ / \ - 1_1 \ _ / \ -C` '}_7__\_ / \ Milbrancit - X ____ X _ Architects ,' `♦ ♦ . \ �♦ � ♦ /�MICROWAVE WJ�♦ ��♦ \ / _\ / \ / ---\----\---7----\---7-- EXHAUST FAN j \ / • c Z 25 Central Way, Suite 210 U U \/ \ V U \/ v OPEN TO BEYOND OPEN TO BEYOND Kirkland,Washington 98033 al al P:425.454.7130 F:425.658.1208 Web:www.milbrandtarch.com REFS- t_T .,1_I 1 Jt,- 112" DEEP CABINETS THIS ELEVATION / J 2X4 PONY 2X4 PONY � �� 1r1, /�• •/�• •/�•> Za m M ,�� RANGE '��` '��` L WALL TO = WALL X-- '� X > Zo "' DW ALIGN WITH < X X ;� '�� CABINET f1 `" \/� �� . - 'yi!J�njj':� 5MPSON y NZ N./ \/ \/ N. \/ \/ \/ U i►► FEP B33 836 B33 F , F B39 B18 DB18 B36 639 FEP FEP DB18 B542 SB30 FEP F SB36 5639 SB36 F .p. KI' "ND, A. , 11320 , 1 KITCHEN 2 KITCHEN 0KITCHEN ISLAND 4 KITCHEN ISLAND '1 OF Q'0' N d L CENTER s CENTER LIGHTS ON .a' -, r LIGHTS ON CABINET a CABINET G d. CENTER LIGHT c. i 4 .� - ON SINK .1 4. GWB ii > z GWB i i ---- —`—HGI IT I3ARf------�-{IGl IT BAR 15 +0'-0" +0'-6" +0'-0" v GWB UGH.-:• • --- • -E6H : • --- 16 :" —-- I , GWB471 a MIRROR = MIRROR MIRROR 6-6 x 3-0 2 0 x 3 6 9 2-1x 2-7 2-1x 2-7 WITH 2X FRAME .'- 2 WOOD TRIM MANTEL 4 MIRROR WI 2X FRAME JV/2X FRAM -COUNTER IN/4" c _ _ r } TILE BACK SPLASHr c.� -'COUNTER&4' 61 4''- m CopILE BACK SPLASH �, . ' o � a UL APPROVED 0_ I I � , \ , —` ‘a 7'\ ,Z 1-7A'V-) 0 1-77 4 a DIRECT VENT 3 �`'� ..„7,--s., FIREPLACE, FIREPLACE g /' ` �' o m < . . \y m (7N- J< I VERIFY WITH MFR. �- \� �,/ ��/� "' �/, ♦ �/ �.. / \� \riti - TILE SURROUND F VS36 VBD18 VS36 F F 5833 DB24 5833 SB21 B530 za - 0 FIREPLACE 6 POWDER 0 BATH 8 ► MASTER BATH 9 LAUNDRY 013 _0 * d N U DRY ... Plan 17A DL-SG INTERIOR ELEVATIONS ce 3/8" = 1'-0" COS4C °3� ill a N W -' ....II .....I On LOW WALL 17 LOW 2X6 WALL W W @ +42" ABV. D2 @ +42"ABV. i 9 re UPPER FINISHED TOP FLOOR UPPER FINISHED m FLOOR FLOOR �� 3 m et W 0 DOWN 4 y� - 19 s < 0 a Q o �_ * 18 0 Imo nom < 0 1%" DIAMETER HANDRAIL 17 ° AT +34"TO +38"ABOVE Cl)e---GUARD RAIL NOSING.1%2" BETWEEN � j a 2X4 WITH 6" HIGHC4 _ 16 0 2X4 CURB HANDRAIL AND WALL,TYP. p L. 0 AT BOTTOM, ' r. a 15 0 TOP AT +42" 6' 8" 3'-4" p @j i Q 14 o ABV. NOSING MXIN FLOOR n eta TREADS©10" LANDING W 0 UP M 0,cc 13 n O L_.- , 1 2 3 4 5 6 7 8 9 0 18 12 n a 1 a vi 0 p . BSMT FLOOR / D2 v z 0 n NILo UP \ 13 ��z 11 0 0 2 0 � @l n 0 0 m D2 '" g 10 ° ° 3 r GUARD RAIL CO _ - 0000 0000 r-- N. WITH 6" HIGH IL' ` ' 'iN.0 - 9 8 7 6 5 4 0 a 2X4 CURB 1 " DIAMETER HANDRAIL 1�s L a-+ C 13 0 . z AT BOTTOM, AT +34"TO +38"ABOVE CD W CL D2 a TOP AT +42" NOSING.1)" BETWEENUtw ABV. NOSING MAIN FLOOR ,..- g_ E rn 18 > °° 45' HANDRAIL AND WALL,TYP. DOWN O D2 o.0** iP° LOW WALL @ 17 m �' 0 in % I °° 45° * +42"ANG.D2 14 13 12 11 10 45° ? C V - ,4/ 45` 2.-6" 3` 4" �� 0 i 3'-6" 3'-4" 1'-7 �3 TREADS©10"� LANDING / .i.+ 0 LANDING 4 TREADS©10" LANDItG LOW WALL @ +42"ASV.UPPER �_ •3 NE FINISHED FLOOR M As L- '' 0) 0 MAIN FLOOR TO TOP Ram 9 BASEMENT FLOOR TO MAIN tW G' E" Z _ FLOOR 14 RISERS @ 7.830" - RISERS @ 7.672" M (716")= _ 12'-114" (7'/8") = 9'-1%" p a. 0) 0.0 0 0 Plan 17A DL-SG Q STAIR PLAN a a 3/8" = 1'-0" z a Job No.: 15-03 LL Sheet No.: W J _ Sheet Order: A S D . A4 19'-7Y2" • - _ _ _ ♦ _ , _ ._ - 16 0 0 is 6-10 4" D2 6'-103/4" ■ O 0 m \ _ 5 1i 31' 3" ` 18' 9° 1 13'-71 5'-101 4'-23 4'-61 1. M � Ibrandt 2' 11' ` 5' 4" 3' 6" �!"f 1 i /4 5' 0" 5' 0" 3, 5�„ T0" 3' 2" Patio IL + Deck I Da , , Arch � te - cts . UPTOBED4 �. 3C5OF 3C5OF I I I ii 4 • . •• ( I h IID ' a r`-r_►*� it ` 25 Central Way, Suite 210 ° — — — 4`,o, 3 I �— �� Q I I r �r– Kirkland Washington 98033 `: _ Y,. R r I I I I 2-8 PATIO • +;4"ABOVE I I I �� " " _ I I — j P�I. — I I• (.I RE IS�f SIN FLOOR o P:425.454,7130 F 425.658.1208 �-. / \ I. o / /1 \ �, SLAB • VTR �.�cn GAS O D2 THIS LEVEL I GAS I I Web:www.milbrandtarch.com' I I I 1 �.� ,• , Ow' D1 Stor. 0 1 --i I I�To liGHTk A�OVE - / • 3-0 5OF--°''' ... ,n, 6-dr=,L ,3 0510 _ _ .. .- ..r�� Powder 3 0 ,' Ndok m r1 r.,_.....2_____. 16 IF-rill • / 4%.*) A "�'POWDER -� .-_.- _ �'' /' mO - ~ Da T`1RNATO �z��'I I / u\ 11 Scor, r _ _._. • o --1311_MI Alik 3�„ je ! _ M ` I / // I: : / REGISTERS I ♦ i�+moi ` 45° / ' ♦ in \ �� ,n�r aMPSON y 1 I THIS LEVEL IN i / © �W • / I ' FURN. \ '\. - • 9 Pantry{ U.N., #2 jr .r-4 N<> � j � ,� Q y j11320•• TEL, { /_iity • .NON. . LY C \ FIREPCE }-- 1 I • •k.; ; — \k 1 I ---� ' I:::: j / 14 4 \ cp O9 1 1 I•:•:: I IN CRAWLSPACE BELOW BASEMENT ,...- 044" I I -RETURN +�"IGF j DW • z L::•: ! / \ D4 D4 INSTALL CONTINUOUSLY OPERATED \ / i i AIR ABOVE __-J j ( I DOOR II !• _ .�•-• `.�` MECHANICAL VENTILATION SYSTEM _ I: +72• II - I =x DISP` —I •1.'•..' I 1 1 I / I I O ©0 Great Room II c; ----� FIREPLACE _,, 6 T13E SXST SHALL BE DESIGNED TO HAVE j +44" +44 GFI y Z I:•:•:• LJ I•J E.`J I I VENT - THE CAPACITY TO EXHAUST A MINIMUM T w+ / / I \ o (::... 0 I'+ J o D4 OF 1.Ocfrp FOR EACH 50 SQUARE FEET OF I N "� / / / 1 AI SWI H \ W I • I \ / I +n a I UNDER FFL R AREA. / Q • a I•::.: , 14'-73/4" 1$'-114" o --' VENTRANG <---- IL I iI - _ F ! IN CABISIET • '•• ! I °� SMURF / Unfinished Basement / �' / / � � �� I::�:: � , TUBE _ .,,._...._._.. / ;~ / _ - / / I I(I) i. I 1_, ,___,_ L•:::••. I I Zi -- --- / `D ./ / • .„-.'''..-ICY UNDER I • // /;} r-- O CABINET I +3o"GFI .i r---- m - _ . ._. _ • •1 I LIGHTING Kitchen Y -----e t co / ••/ / / "IGFI TYP. r .- - ,ic --: �J - - - A cam'" /• ' I TIME TO y 1 ci 17: E -- - --� cz c2. UP TO / / FURN I • L REF yr ' 7 RUN MECH DUCTS IN •- f:aBED3 t --- ---\-----�- 16 .., PROVIDE 7" MIN. FeED L-�- TOP FLOOR TRUSSES ___ _ 20 FRESH AIR SUPPLY CI I +44°GF�e +44°G I +4a° ..... D4 L_ l T RETURN AIR .-..-._ �._. ._ � _ _ _ ._ ..... -. -.. .- D T O UC � UPSTREAM OF AIR • I I ............................ HANDLER I CHIME • PROVIDE EXTERIOR GRADE 1 • ---I- -- ---4 / I.:::::I I.:::;::•{ 3'-O" -rte I ( L I / I:;:;:::,{• 1-:-:-:-:•:-:= :{ 1 4' 1 OUTLET ADJACENT TO ^ co ! ` \• I • 1 STACK THERMOSTAT I:•::.:.:1 rag •-• 1:-:: ::{~.--• r 1 16' 4�" 3' 7�" 30' 0" OPENING AT CRAWL SPACE ci) o r' -\ 3-Car I +moo •--r .` / AND DOOR CHIME ►:-:::::1 I I::;:;:1 O 1 FOR MECHANICAL VENI ,,,p Col \ Garage i - I- - VERTICALLY 1::•;:::1 1::::::::::::1 Z '`i a • \ g t - 7 I'' 1 1 l''' 1 /• D4 INSTALL CONTINUOUSLY OPERATED > • \ • I I.'.:::.1 1.:..: MECHANICAL VENTILATION SYSTEM /� OPEN TO I.......................•.•..............:..•.:•.:•.:....:.•::::..•.•.-- :..:•:. NN I LU \ ABOVE I: a �:::::::::::: '' :;:;:::::::::::::.::::.1:_:::,:.::.:.: :.::;:: �i�. \• \ ,e o Q ar {:::::::::T 1'.'::.:1- THE SYSTEM SHALL BE DESIGNED TO HAVE • TO LIGHTS C 1 THE CAPACITY TO EXHAUST A MINIMUM ABOVE OF 1.Ocfm FOR EACH 50 SQUARE FEET OF ! •\. AT °. Entry r.:::::•:•1 6 UNDER FLOOR AREA, CO o c 0,4 i .....At CEILING ""•":::i R otnDi:o.,.pg J J e- o FLOOR I:.:.:.:_:{ f:,:,::.:1 \ CD GAS METER j °° ABOVE I::::::L _1-:-:::::L Z - D OPENER INSTALLATION ° ....:.:::. i / \ VERIFY LOCATION WITH -1:;::::a:::::::::::::::::::::::::::::::::::: :::.:.:.:.:::::::::::: ::::: ..:..:.:.. j / \ AND ELECTRIC EYES ...... 0 'is.° . N W / \ GARAGE DOOR OPENER i- f::•:::•:1 f::,: ::1 1 / /' \ LOW VOLTAGE WIRE FOR / / I ::: (: :::: / = ` i AT CEILING: PREWIRE / / -• t: ::1 I: :::: • Q °O I \ = m I _ r� C :::: r�Y1 = o ELEC_ C . C8 Q METER E 1 ELEC PANEL /' \ \ •\ I 6I .-.i ( r::::, I r -I I 0 ` ' \ Den L � L.Jiii, .1 I I LL h III v- o HOSE ). .\ \ t^ BIBB / • • UP TO ` 5-. 1 wPL} ( 2 -' wO �/ BONUS ! -n -- � ju a 1 L__‘./. , ) TOP i Porch _ L -- _LI: `^ d' Z HALF / r_ +54" ABV. {TL}:- ..•••••• ---4:31- 7c...\ SLAB �•- +84" ABV. ,TEL\ � ' SLAB •~ •-•-•- - OI 0) (,) REGISTERS THIS LEVEL ai IN CEILING TYP. U.N.O. tim > LCD 0) c a. LOWER FLOOR ELECTRICAL PLAN Plan 17A DL-SG BASEMENT FLOOR ELECTRICAL PLAN ~ E.Plan 17A DL-SG o 1/4"= 1'-0" 1/4"= 1'-0" SumOV 0,) 75 0 4.+ ENERGY NOTES MECHANICAL NOTES ELECTRICAL NOTES ELECTRICAL LEGEND �> Q L 0) EMI 0 See energy notes on sheet D1. p suggested y g = DUPLEX RECEPTACLE OUTLET &SD =SMOKE DETECTOR-HARD WIRED WITH =WALL MOUNTED LIGHTCt 's 'IC VENTILATION: See notes on cover sheet. This electrical San is the architect's su ested la out. The electrical contract is on a design-build basis. BATTERY BACKUP C '>t Furnace and water heater shall be fueled by natural gas. Electrical contractor's design shall be approved by the owner and shall conform to the applicable electric code WP=WATERPROOF ' I" t The pilots, burners, heating elements and switches should Kitchen exhaust fan to be 150 cfm min.and shall vent to regardless of what is shown on this drawing. M =MICROWAVE Lei► ' ' = PENDANT LIGHT .� 9 9 =COMBINATION CARBON MONOXIDE be a minimum of 18"above the garage floor. outside. m' ALARM/SMOKE DETECTOR = RECESSED CEILING WHOLE HOUSE All switches,outlets and environmental controls shall be mounted not less than 15"nor shall they be mounted =DUPLEX RECEPTACLE OUTLET E-1 F Z Gas fired furnace shall have a minimum afue of 90%per All exhaust ducts shall be rigid metal,and shall be fitted with more than 48"above finished floor and shall be aligned vertically. O =THERMOSTAT I - EXHAUST FAN fi0-75 CFM. 1.5 SONES, C measure A found in table N1101.1 2 of the ORSC. gy SWITCH TOP HALF 6"ROUND DUCT. PER ORSC { ) a tight fitting backdraft damper capable of closing when the Furnaces and water heaters located within the building fan is not in use. Appliances designed to be fixed in position shall be securely fastened in place. the water heaters shall be 6 =SINGLE RECEPTACLE OUTLET 208v ----- =FURNACE DUCT LINE TABLE 1101.1(3) C e49 Q envelope shall have sealed combustion air installed. strapped at a point within the upper Y3 and the lower)13 of its vertical dimension.the lower strap shall be not R = RANGE ® =FURNACE REGISTER = INDICATES WHERE CEILING HEIGHT — C) Combustion air shall be ducted directly from the outdoors. Ducts in unheated spaces including attics shall be insulated less than 4"above any controls.water heaters shall be provided with a pressure/temperature relief valve that D =DRYER IS DIFFERENT THAN STANDARD et,, to a minimum of R-8. is connected to a drain line.the drain line shall be directed towards the ground and terminate at a point no Q =JUNCTION BOX F = EXHAUST VENT DUCTING PATH .••.• ••••••- PLATE HEIGHT. IlT1 ,,� Smoke detectors installed within 20 feet(Direct linear path) less than 5" and no more than 24"above the ground. E �- - — VTR=VENT THROUGH ROOF �j/ `�i - of a cooking appliance shall be a photoelectric-type smoke Topfloor exhaust fans shall vent through the roof. =TELEPHONE JACK " alarm or the alarm shall have an approved alarm silencing g smoke detectors shall be equipped with a battery back-up.shall emit a signal when batteries are low,shall be 0 =RECESSED CEILING EXHAUST FAN n a. means er section R314.3 of the ORSC. �1 80 CFM MIN, 1.5 SONES,4"ROUND p Mechanical ventilating systems in bathrooms and laundry permanently hard wired and without a disconnecting switch other than those required for overcurrent ti =TELEVISION JACK DUCT a, - rooms shall exhaust directly to the outside. protection,and shall sound an alarm audible in all sleeping areas of the dwelling in which they are located. =SINGLE POLE SWITCH M =LIGHT-EXHAUST FAN COMBINATION a a. Ducts penetrating occupancy separation between garage outlets serving countertop surfaces in kitchens and bathrooms or located within 6 feet of a sink receptacle 3,4=3-WAY OR 4-WAY SWITCH a and dwelling,and within the garage shall be constructed of shall have ground fault circuit-interrupter protection,outlets installed =PUSH BUTTON ed in garages or outdoors shall have ground =HEAT LAMP-EXHAUST FAN RECESSED No.26 gauge sheet steel. DIM=DIMMER SWITCH ®F z fault circuit-interrupter protection T=TIMI=R SWITCH CEILING FIXTURE-250W LAMP 80 CFM a MIN,4.0 SONES,4"ROUND DUCT ELEC PANE. �' Job No.: 15-03 Dryer exhaust duct shall be 4"rigid metal with a 4"opening Light fixtures that serve to illuminate interior stairs shall be located in the immediate vicinity of each stair --LIT-72=i— =ELECTRICAL PANEL on the exhaust hood. All dryeys shall exaust a maximum of landing and shall provide a min. lighting level of 1 foot-candle measured at the center of treads and landings =CEILING MOUNTED LIGHT -. 200 cfm,or 100 sq.inches of makeup air shall be provided per ORSC R303.6. --� , LI Sheet No.: l =ELECTRICAL WIRE at the utility room door as specified per section M1502.7. r 1 T A5 The dryers shall be General Electric or equivalent approved 0 =TIMER SWITCH =RECESSED"CAN"LIGHT N by the owner. Dryer shall be installed according to Sheet V rd a r: A Smanufacturer's installation instructions on site. D t a �_;= 1 1 I 3 2 Milbrandt DOWN TO I Architects I_-___r_ I I I NOOK 25 Central Way, Suite 210 ?..(1"1--) � - ` Kirkland,Washington 98033 1 - O .1 I P:425.454.7130 f:425.658 !208 TOP N o I Web:www.milbrandtarch.cnm HALF7REGISTERS 'N. C' _ THIS LEVEL IN \ ROOF FLOOR U.N.O. \• 1 I (,` �j ,�j BELOW \ +aa°GFi 1 — o - ��U t6/'yam! Bedr om 4 \ ;� — - G .,,� \ \ 1-................:.................................................�.�.........-.I TOP ,�� •_ MPSON c� r � r \ ...., 1 I TOEKICK !! ::.........{:::::::';:: .::::::::::::::::::::::. . HALF • \ i' j: : = :1- :` � :: , K{• SND, A. \ 1 /�- -1 I F 1 ! .cp 11320 \ i1 I VTR l :_: I-: : : :: ::: :::i TEL • \ •::•:-: :••••••:••--;::::•:::: •-•-:•::-• .:................................._.....::.-.. :`::::':: ::':::::::::.'.::::: ::::: .I F \ Master Bath 1 : : ::-: ,_'::':::::::::: ::::::::::: t o WALL BELOW - ' 1 •1:': • •• :•::•:::......• :.. f .1 r . ....,........ L. T. t i•i Master B7edroom ':_:': :: :....-:: : ,, -_,__T„,- ----,.r- ^ '.'.:'.`::.:':`.:'.'.:'......................... :.':::. .'::. Cha I I / / O -----I- �/./ -_, / ...:L:'.... .. ..:.'.:':.'.........'.:'.'..'::� ... . CD _ F J� _ I �r SD VTR ` ::..,.: :.::.:.::..'. .•..•......... ..::...:.:.:.:.:'.:::.:::.! .Cr' 1.Ki TOBKICK '\...-An (1)-4. N 4 .__ 21-1. \-'- ' 4448_ q4.8_ WASTER DRYER k - , > z c,, Of Beath I -'• ., �, , VTR 0-- N \ \ -, -i r•-, r •N N /I -- ..., - 24 TB �H� I `' �..a o 1 �� (----1_ I R Lau dr 5 SHELVES SD - - -� rumour a - OTPCCL I 1 �11II (9 I o U 1 - y RETURN T 0 1 ---- �-�--- 1 1V AIR U �•-' o ScoD Vr. / C.4 0 2B Hall / CD Pap m r / m� W.I.C. -- '•� `.'�tlh ! FURN. ! \ ---`' _ �-- o J.� .--- .� 4BELOWI-r- L -i=- Q • / N- 1WALL BELOW 1 / 1 j` Bed room3 .,. .-•-•- _. 03 (1) —i at- \ SD . -,.. Z * tli 1 cs • TOP 1 - OPEN TO 1 \ .N. HALF o T _ BELOW I N•\ TEL ,Q > SD p , \• \• o" LU J �i. TV _.-•—Ul o \ \ /y� -I L i proopooriaoni j._JJ , o o N /' "��"�'rat TT /..m...-.---0/ • \ _ ' < Vissi Bedroom 2 \I /' - 0 W Roof i j/ \1 '�' T DAWN m Below I rT �a DEN11.1, g a i- F- j 1 �,,,I i TOP Q a Bonus/Room 0 HALF Q e I 0L < TOP , MA TECH 1 t t HALF -.,- PORT D - --- d - _ _.- o mal gs 14 TEL o r IS n /----.-------4 t— —7 1 --_ Roof Below 0) / 1 1 \ 0 C13 REGISTERS THIS LEVEL ,L >1 IN FLOOR TYP. U.N.O. L C 4a ai ca. Plan 1 7A DL-SG UPPER FLOOR ELECTRICAL PLAN I... E. E 1/4"= 1'-0" L Q 0 ID d C V 0 ENERGY NOTES MECHANICAL NOTES ELECTRICAL NOTES ELECTRICAL LEGEND �� Q �. 0 0 See energy notes on sheet D1. 0 This electrical Ian is the architect's suggested layout. The electrical contract is on a design-build basis. d =DUPLEX RECEPTACLE OUTLET viSD =SMOKE DETECTOR-HARD WIRED WITH =WALL MOUNTED LIGHT W •. VENTILATION: See notes on cover sheet. p 99 Y BATTERY BACKUP Furnace and water heater shall be fueled by natural gas. Electrical contractor's design shall be approved by the owner and shall conform to the applicable electric code WP=WATERPROOF =MICROWAVE =PENDANT LIGHT = 1. 41 The pilots, burners,heating elements and switches should Kitchen exhaust fan to be 150 cfm min.and shall vent to regardless of what is shown on this drawing. � =COMBINATION CARBON MONOXIDE ''� be a minimum of 18"above the garage floor. outside. ALARM/SMOKE DETECTOR =RECESSED CEILING WHOLE HOUSE CIS0 a 0 Z All switches,outlets and environmental controls shall be mounted not less than 15"nor shall they be mounted =DUPLEX RECEPTACLE OUTLET All exhaust ducts shall be rigid metal,and shall be fitted with more than 48"above finished floor and shall be aligned vertically. 0 =THERMOSTAT IWH.J EXHAUST FAN 60-75 CFM. 1.5 SONES, C Gas fired furnace shall have a minimum afue of 90%pery SWITCH TOP HALF measure A found in table N1101.1 (2)of the ORSC. a tight fitting backdraft damper capable of closing when the 6"ROUND DUCT.PER ORSC Furnaces and water heaters located within the building fan is not in use. Appliances designed to be fixed in position shall be securely fastened in place. the water heaters shall be =SINGLE RECEPTACLE OUTLET 208v ----- = FURNACE DUCT LINE TABLE 1101.1(3) C C a envelope shall have sealed combustion air installed. strapped at a point within the upper Y3 and the lower Y3 of its vertical dimension.the lower strap shall be not R =RANGE ® = FURNACE REGISTER = INDICATES WHERE CEILING HEIGHT 03 Combustion air shall be ducted directly from the outdoors. Ducts in unheated spaces including attics shall be insulated less than 4"above any controls.water heaters shall be provided with a pressure/temperature relief valve that D =DRYER IS DIFFERENT THAN STANDARD Q. to a minimum of R-8. is connected to a drain line.the drain line shall be directed towards the ground and terminate at a point no 0 =JUNCTION BOX iv = EXHAUST VENT DUCTING PATH " PLATE HEIGHT. Smoke detectors installed within 20 feet(Direct linear path) less than 5" and no more than 24"above the ground. j� �- - - VTR=VENT THROUGH ROOF - of a cookingappliance shall be a photoelectric-type smoke ♦ =TELEPHONE JACK \ 0 pP P tYP Top floor exhaust fans shall vent through the roof. = EXHAUST FAN o � a alarm or the alarm shall have an approved alarm silencing smoke detectors shall be equipped with a battery back-up. shall emit a signal when batteries are low,shall be RECESSED80 CFM MIN,CEILING.5 SOEX,4"ROUND means per section R314.3 of the ORSC. �1 Mechanical ventilating systems in bathrooms and laundry permanently hard wired and without a disconnecting switch other than those required for overcurrent f��°I =TELEVISION JACK DUCT a' - rooms shall exhaust directly to the outside. protection,and shall sound an alarm audible in all sleeping areas of the dwelling in which they are located. =SINGLE POLE SWITCH 0 $ 1:20 =LIGHT-EXHAUST FAN COMBINATION z Ducts penetrating occupancy separation between garage outlets serving countertop surfaces in kitchens and bathrooms or located within 6 feet of a sink receptacle 3,4=3-WAY OR 4-WAY SWITCH a and dwelling,and within the garage shall be constructed of shall have ground fault circuit-interrupter protection.outlets installed in garages or outdoors shall have ground PB= PUSH BUTTON =HEAT LAMP-EXHAUST FAN RECESSED No.26 gauge sheet steel. fault circuit-interrupter protection DIM = DIMMER SWITCH CO z CEILING FIXTURE-250W LAMP 80 CFM a T=TIMER SWITCH MIN,4.0 SONES,4"ROUND DUCT ELEC PAIEL ;' Job No.: 15-0$ Dryer exhaust duct shall be 4"rigid metal with a 4"opening Light fixtures that serve to illuminate interior stairs shall be located in the immediate vicinity of each stair — = ELECTRICAL PANEL =CEILING MOUNTED LIGHT on the exhaust hood. All dryeys shall exaust a maximum of landing and shall provide a min. lighting level of 1 foot-candle measured at the center of treads and landings -- 200 cfm, or 100 sq. of makeupair shall beprovided per ORSC R303.6. i LL Sheet No.: inches / = ELECTRICAL WIRE at the utility room door as specified per section M1502.7. 1 C.JA6_ The dryers shall be General Electric or equivalent approvedC �T = RECESSED"CAN"LIGHT -- by the owner. Dryer shall be installed according to =TIMER SWITCH :-; n manufacturer's installation instructions on site. Sheet Order: A S D 50‘-0" -- ' s s _ 31'-3" 18'-9" s s , -,..- _•- -_ 83/4" 234" 6'-8" 6.-10/4" 5'-24" .-- FOUNDATION VENTING CALCULATIONS I .40 4, . I 1 1 ... AREA 1 1 1 IL I 4 A . _.. FOUNDATION NOTES CRAWL SPACE VENTING: VENTING REQUIRED: i t• - ..---",,•-•,.- -,,, -- 1 1 - PROVIDED:MECHANICAL VENTILATION AT A RATE Crawl Space Area: 979 sq.ft. 1. 4 1. Concrete foundation walls are 8"thick U.N.O. EQUAL TO 1 CUBIC FOOT PER MINUTE FOR EACH 50 r- ___ i _ t i 2. Bottom of all footings shall be 18"minimum below SQUARE FEET OF CRAWLSPACE FLOOR AREA. Venting Ratio: 1/300 THICKENED SLAB-I 1: 16 I 1 - - - ... 979 S .ft./300 x 144 sq. in./sq.ft.= EDGE I -- D2 . t, { lowest adjacent grade U.N.O. EXHAUST VENTILATION SHALL TERMINATE TO THE 9 18"x18"x10" FTG. Fil i' 1 , 3. Slab on grade shall be 3.5"minimum thickness. EXTERIOR Total Venting Required: 469.92 sq. in. /1....'N S6.0 W/(2)#4 BOTT Provide vapor baffler below slab over e minimum free 19 I 1 \ r1-_/ r-I---1 •- . E.W.(TYP.) draining gravel over firm native soils or structural fill per AREA 2 = 531 SF4. I ) I 1 I Milbrandi VENTING PROVIDED: D2 soils engineer. PROVIDE 10.62 CUBIC FEET AIR \ A.J L _J L _J Archite, cts 4. Refer to sheet S6.0 for typical foundation and concrete EXCHANGE PER MINUTE Each 14%2"x 5"crawl space vent=72.5 sq.in.of venting •........\,-/ Number of Vents Provided: 7 details. 6x6 PT POST , 1" 5. Step footing as required to reach firm bearing-see AREA 3 = 647 SF Total Venting Provided: 507.5 sq.in. 108% W/ABU66 9 , 4&51S6.0 PROVIDE 12.94 CUBIC FEET AIR 3'-1"---\r6" . t.' 25 Central Way, Suite 210 6. Typical floor framing consists of 3/4"T&G APA rated EXCHANGE PER MINUTE 1 7 3 " CONC. S6.0 t , rt) F.1 - Kirkland,Washington 98033 •• - sheathing(span rating 48/24)over 9 1/2"RFPI-20 floor joists at 16"o.c., U.N.O. D1 56.0 P3 PATIO SLAB 1 i P:425.454.7130 F:425.658.1208 • joz STHD14R1 , , 7. Glue and nail floor sheathing with 10d at 6"o.c.at - r 1 r 1 Web:www.milbrandtarch.com - *---• r 1 T.O.S -9'-10Y4" 1 I I $.:4 framed panel edges and at 12"in field,U.N.O. -" I '40-••••._ • t:=\1-STHD14 8. All headers shall be per plan. Refer to detail 10/S9.0 a __1 .J I----,•••- -.- -. --...-. P.T. x6 POST for additional requirements. &Op iii?o ......, z W/ABU66 ,:v C..,1 9. Refer to general structural notes sheet S1.0 for Ai 6 8 t cl I ki) additional requirements. o . . . . . . . . . . . . . . . . . . _, 'il,, Fn P4 I ••••••• - .. •.. . . . ALL ABOVE} • ,.. ..1 I .. • • . . . - . . .. .. . .. . . . , . . 1 D1 S6.0 D1 i-n P3 r.- 10. Provide 4"perforated footing drains at perimeter of all r 1 r ' -1 __.....1 ri._ -_ .....t. ••T-4 'art ft MPSON • I -1(Y-13/4" .• .• _ ___J i_ e.-• RI c'IDLAM L.VL ... .. .• .- .... .. . .... . ....• . . . . .•.•.• .... . ....... 3%--1---- • .r. - .4 4 1 P40 11. Slope exterior slabs 1/4"per ft.away from building. L__J L • •---2 12. Finished grade around the building shall slope away no 1 . . . . . . . . . ... . . . . . . CR. ,, .. AD! STHD14 . . . t , KI'1 AND, A. , . less than 2%for at least 5 ft. 9 / • : : :.. • •.. .'....: •.• •....•..... .... : . 17 . . .. . . .. . . . . .. . . .77.77.7... n.,A PONY . . . 1 13. "P " Indicates shearwall below framing shown. Refer to - . • " ' ' ' ' " . ' . . . . . . . 4x=1. 9,_37/8„, , . . . . , . . . . 1 •,e"- 11320 Ct, shearwall schedule on 14/S1.1 for additional 10 - information. All exterior walls are P6, U.N.O. S6.0 - '..1_ •11),- 14. All wood in contact with concrete or earth shall be 4' OF I ---1 ... ... . . . . BELowBEARINGL _m_.- , . . . . . „ . . . . . . . . . . 1_, . , . . .. . . . . . . . . . . . . . .. . .,. .. .. . . . ....... . .. . ' .•.'; SIM •WALL ABOVE) .71 13 ... . . . . . . • • .. ..... •.• •.• • .. ,.,. 0 ' . . . . •.. . . ...'.' '. .• *.•.-.• INSTALL SYSTEM TO ALLOW .. .. . . . . . . . . . . . . . . . . . . . Aft I pressure-treated and stamped by an approved agency. IFURN.i All exterior columns, beams and joists exposed to the i 14 7 ADEQUATE DRAINAGE AT ' . • • . . . . . . • ' • ' ' • ' • . . . . ,. D1 -ci cL, weather shall be pressure-treated. CRAWL SPACE . . . . . . . . . . . TYP. - 15. Cover crawl space floor with min.6 mil. polyethylene0 9 , F•.I 43 vapor barrier. - - • 16. Do not scale drawings. Refer to architectural drawings - I 11r111111111111111111111M1 . . . . . . . . . . . . . .. . „ . . ... for all dimensions. ., . . ... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . , . . . . . P3 C17 -- "7 -7".7". "7.'7" """-77..." I . . . .. .. ...' I% . . . . .. .. . . '18"x18"x10" FTG. .. .. . ... .. • ••••••• -... .....- ; . .,. . . • ,... 17. Provide Crawlspace and Under slab drainage per 1- • • 9 -10 -1 /8" . . . . . . . . . . . . • . . . . • . . . . - detail 8/01 P8 • - . • - os • . • • • • • . -30 x30,xw • • W/(2)*4 BOTT. • • • - . • . . • • • • • • STHD14RJ ..cc .. • 7-7-104/8 II 1-' • . . . . alal •..•. 2 ' :•.• .• • DEEP FIG.W/ . .• E'W„',,,,CrY,..,-P,' . . . .., . . . .'. .•n."-P.1--4x4 POSit = • . . • • . c,.. to I = " ' " . . . . 6.0 • " ' (3)#4 BOIT. E.W.. . U. .•L''.) • • 1 . TYP. U.N.O. ' =) ..... _ FOUNDATION LEGEND ' . . . . . .. - . .: 1 ..T.13.S1 I. N. , •. S.' . . . ... ' . . . . . . . . . . ... . . . .. . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . I No • .... .. ...1.5./. :...... , .. .: 5.."-15/;. . • • • - : , : -7 --- (....... . . -;.. . FLOOR FRAMING AT HEATED AREA . . . . . . . . • :SIM. 20 • I ; . . _ . , , _, . . . . .t. . ' 6x6 . . . . ' ' . . •. •. .• • • v.. .- . •. .....• • '. . . .. .. . j ---1 43 5 E1 1 . r -1 . . • r 1 - . . • -, . r RFPI-20 FLOOR JOISTS© 16"O.C. U.N.O. 8 . 111 • 8 I : trom...i.mk.riiir.10. - a. ii. ....r irmarr.r.+6.0. 1.10.11.1-44. ....1..............1.4.043.1+iii.r.am4.0.....i.i..*.: .+No....i.mir.....4..04i-------s- ..- SEE PLANS FOR SIZING ...I. . I . . . . . .. . . . . . . . . 1 1 4,..73/,. ,.... 1 4,...7y8. L. ..., 4,,x,„ f . . ..1 , ., . . , . , . . ., . . . , , , . . ,„ J 4'-6yi. - - .,zi.,.-6Y2* .• "--1 • 4'-6/2" . L----'• 4.-6/2". • 1-1, ca _ -7 " ' r.---7 . . --7 . ' • ' • r- . . I 8 ABBREVIATIONS f›...-"1. I, 4x12HDR _Ar .43..4........ : 1 16 . . .. . , , .. .. . .. . .. . . . . . . .. .. . .. , 0-. . . . . . . . . .. e . . . . . 1 . 1 . . . . 1 . . . . . . . . .• .. .. . •. . . . . . . .•. . - • . - • BASEMENT F.F. • .- ..- • -'s • • • .. • • .• •. .• -.• • . •. •.• •. . . 1 = C3 FTG FOOTING AT-9'-15/8" ui an • • - • • • - . . . . . • - . . . . • . . • -10'-13/4" • F.O.C. FACE OF CONCRETE b . . . . . . . . . .. . . . . . . . . . . . . . , . . . . . . . . . . . 10 co 6.0 HD HOLDOWN . . . . . , 0.4 . •. 5,;15/, . ' '. . • 5._15/. • . . 5..:15/.., . . . . 1 • • . . . . . • • ,. . • . , • . • • • . • • • . . . . . . .. . . . .... .. . . . .... ... . . . ... . ... ... . ... . .. ..... .. i ko co .:- T.O.S. TOP OF SLAB L '12? cm ;.-... - ,... Ct.. I u rs 0 .-. LEGEND . %, I . . . ,.- miliLL',:giii,s4.1.410.4.......m4f aniel.m. ..mi•iimr -. ‘.../ - . . . . . . . . . . . . . \ . . . . . 1".7. . . . . . . . . . . - • . • • • . • . . . . . • • - • • • - - • • • • • • • • • , • • • • . .. • • • • • - •• • • .. ..... • .... ... ... • • • 4 0 47 -i+ X.-X" =CONC. SLAB/TOP OF WALL - SPOT ELEVATION 20 H D## = HOLDOWN PER SHEET S1.2 Zi) F-.1 S6.0 I .... .. ''..-. ...' .' ik ' ABOVE - • • • - • •.. . . . • • , I D4 0 • F., Lc, 1 . . . . . . . . . . . . . . . . I 0-- =LOCATION OF DOWNSPOUTI -I . . • I- I"-' --1 a r T..-. I .• .. ...... • . r. ._ , aill •• ........-... IPROVIDE TIGHTLINE AND I 4x4. • RISERBOOT -.4- =R-15 RIGID PERIMETER • • INSULATION • • ..: 00 iinimme IMP MI 0110MMPI.P. IN PR 60•••••PO 0.0.1.- ...No . . , . . . . . . ami 5, . . . . . .. . . . . . . . . . . i . , . . • . . . . . • S6 0 • •. • - • • - • • ..• • . • ,• .•-:'. • '.' . . . . . . . . . , . . . • ... .. ... . 8'-r '-1 Ya" '-'•) ' ' ' " ' ' " • • •" . . . . • • • • • •. I tic.0 . . . , •• • • ',.• . ' . I Lr4 ' ' . . . . . .,. .... ..... ....... . . 18"GRADE TO FRAMING) -8 :.7 , r- ".T m CZ 7 . . . . . . . . -.". • TYP U NO • • O ;1- 1 El I(4)2x6 co=POST '••1•...------ I 4._9y. , 4 1 •• ' .xi'o EE•p• •- • • • • • • ' • r 4-1--1 • • - -•. - ... •.• . . . . 2 .. . . • OVER CRAWL SPACE t..I .'.". 36,,sQ ,,i) 4; 7 ---.....,_ = CRAVVLSPACE VENT: • • 1 4 AT +0'-0" L,--4:„.-i INAsDTEAQLLuAsyrsETDERmATIN41,AGLEL0ATw -. ..- c, cli .. L • -.1 ' ,-7 a..1 PROVIDE 72.5 SQ. IN. NET 36''SQ.X10"DEEPI...___, =-i L- FT3 = ,= -i • 8011.E.W. CRAWL SPA t . . . -54/8" • %- FREE AREA PER STUD BAY Wi(4)" I --1' '.. :'.. ..•.... I-7 74)(12 HD r-11-7-1 •;...-.• .• •;,.. • r-8. 71 .. • : ".: : I . I s\ .. ; • . '. ' .2. ' . .• . .. ' • Sli • ;;•t7. . . . . . .. .. .... .. .1. ..•. . . . .. .,. . . P 0 0 • -----\------ =FLOOR FRAMING OVER :,1. ,..-. .....+•€1 . . . . . . 1--- . ' . . . . .. . .• • • • • • 00 18“x18"x107 • ' '. ' • ' • cc ,....•J • . L_ .J L__J. L_ J . DEEP FIG.W/(2) • • • • f3 • vis • • . . •• tZt , CRAWLSPACE . 1 • • If:"RFP- 0.,... 16"0. TYP . . . ... r- ' A ;go . .U. .• co , . . . . Illim 1.1.1 -6)--14/8" r))".° • • ' ' . - • '-- • • P ° -6,0 . . . .. . Figiin_1114 dab • • ti:':, ' x " t:: sim. . . . . . . . . . . . . . . . . _ . . ... . . . . . . . IIIIC( 0 i I irMiii . I" - digh 4"x2,"x10"DEEP FTG. ....4.'_i mi 7lial S6.0 . . . . , ...• •'. ••• •.', . . . L i ,.,V . . .1 I _ ., P4 4'-938'' . 4-9-/8" 2V-9Y8" . (TYP.) 4'-.9Y8 -' .11 a cl ._ ;t 1 W-10 2x4 'ONY WALL L -I ;q- is u. I ,, CI < 1 Z ;4. . . . . . . 1 . . . . . . . . . . . \STHD14RJ _ .1 ' • . . .. .r -1 r -1 . . . . . r ... . _ dill - • ' - • • • • ± 4:42 HD .. . .. . .,:.:;: : .....:.. . .... . . ................. 'Iu aa,...• ,... .1, • . • - • • • - • • • • • .F.TG W/(4)#4 I Ea - 56.0 1 . . : ; . . .. . ."H. 2506‘° • ' • • ' • ' • • BOTT E Wi"--4--L. I , - . • J • • • L_._ _I . . . 1_..--......:-.1 •.• . • • • I-.---.....J U."- --..' . -'''.". IIII I DI '"'' I INSTALL CONTINUoUSLY . INSTALL CONTINUOUSLY • • • . • 11KV ' -. • -1 21/6"' 1 immuiri 1AR111. -1-2V 8" - - • ;-- Ark OPERATED MECHA ICAL SLAB •' 4 'ER FT.." ' .. (go ..: -sM BACK TO APRON. • ; '• • . . OPERATED MECHANICAL ...'. .' ' -- m t1110.____41 11 NV NIIIIIIMPONOMIIIIII 0 C :c..? D1 VENTILATION SY si VERIFY GARAGE . . . , VENTILATION SYSTEM . . . • 2x 6 IIIIMMEMI Arkielli -I li) i..., CU Um .;- ,c2 it AT - ='I LSP, 2 4 PONYw -1'-21/84 AT THE CRAWLSPACE .. '• _ . . . wSILTAHB GRAHEIGHTD1NG X. . . 11.1116"L‘ • Mil Om D1 'go I 1 • -/---- ---" .I ,--.. 1 4.'D AREA 3 ,. . . . . co • - AREA 2 I • • - • • . . . 20 I STHD14 STHD14RJ -1'-81/2" PLAN • imill9 . c.::, ' ' . . . . . . . . . LU ..„ 6 6 a D3 • I P3 .. ) .F. i'b . . , 19 L_ _ _ _ ._ . . . . . , . . . _ . . . . . . . . . . . . E0, SE0 Ln ;'.1 •' • I 56.0 . s: ss,s.e.r..Wsrariss:sex,marest-tar., S1.2 t- . . . . . . . , P6 ram lah'' STHD14 STHD14 . . . . . . . . . . . . . . L II i P3 -2'-01/2" -1'-81/2" P3 0 ZD T.O.F. T.O.S. 6 10 I illakk ••• ... ' . • • • •'___."1.• r_71_C_C_IN41-70'-`5:1 1 ;:i• PORCH SLAB g3 D1 56.1 1 L j THICKENED SLAB Le >P% -it' '''''',-•!.11 EDGE Lig ‘r..1 C . . - L_ • C (13 STHD14R1 10 STHD14 0 ..... , 7 4_ „ P (D (1) 0. S6.0 s'yI. E E 2, 20`-0" 11-3" 5'-9" 6" 12'-0Y2" CL, , , 4t 4* e irt . 0 20 .-0" 30 / -0" C.) (1) ? c o ia Plan 17A DL-SG FOUNDATION PLAN > a) 0 u) a) I MIN 1/4" = 1 -0 0 Ce .IIIIIIII /3 INC M 6 CC/ 41111 13) 0 Z C C C C CO 0 01 CD < 0 ... .. 0 =ma u, - 0 z cL, , z It Job No.: 15-03 2 Sheet No.: .., d z ,_,„ A7 .... , m .... Sheet Order: A S D ''.1 SO C6-\6.1 1/ P.T. 6x6 POST 4<8 HDR 4108 HDR I-- is 11, GT _ C4---\ 8 P4 ABOVE 1 /g\� / 1 \ G 56.1 S1 2 � P3 56.1 O bco .0/ \51.2 (2)2x10 HDR 2)2x10 HDR__ m_ STHD14RJ \ / 2)2x10 HDR (2)2x10 HDR _- - m 1° �� ; MST37 ® 1i STHD1z i. _ _------ _ �� J o, I ° P.T. 6x6 POST IYI I ran t ©I• ��- __-�1 I� FIXTURE /4\ 2 I STAIR I ' cc LI LEDGER 1 I- - - III FI TURE� ABOVE \ t o ,, - ' I FRAMING 1� 0 1 56.1 Architects I I i I� I X 8 \s9.0/ 4 o X L• - ) ...BOVE NP4 Q „ I I cv P3Q" O I l -- 1 u�� 51.2 56.1 ., Ic I 3 BUND. STUDS THD1 5 , II, STHD14 25 Central Wa Suite 210 .,7 MST37 MST37 cc .' tlr��' BOVE ,, _LL_ il.I_LZJ.1__ ►1 .�1 �m T m 0 J 't'f- -` - Tt- 1'1- �_ -- fir- .• - - J I �:, I ¢ A Kirkland,Washington 98033 D I ��O I 1 G FB 1 GT ABOVE ; (2)2x1 HDR (2)2x10 HDR (2)2x10 HDR I 1 m 6x6 POST (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR P:425.454.1130 F:425.658.1208 N„- --- m ____ 1 I P4 r - �1 I �\/ m 4 Web:www.milbrandtarch.com ROOF TRUSSES AT II , I / 24" O.C. ABOVE t- m 1 I I L 6 �� 56.1 FRAMINC I r 11/ RFPI-20 E N m Ni L I I o @ 16"O.C. d �� A4 I- --- M- 1 1 1= SIM. 6 Iw rl 2 I 59.1 = SIM. P314 211%" RFPI20 @ m P3 ��• �IIQx ro I GT J - 3 I I I N 8 - - S6.1 ® 16" O.C. 6 W 11►�'��- $MPSONABOVE STHDI4RJ�0 59.0 2)2 10 HDR II51.2/ '56.1 (2)1714:, RFRI20 AT .�.-/ 4/ #16 O.C. •.: _- 1 1 _ �'� `;: ;€® ; �, KI` AND, A. MST48 - MST48 11320 �n P4 FIXT�RE - _ MST37 I U S6.1I RIGIDLAM LVL 13/x11'/ FB n STHD14RJ �� - - - 1 I I ABOVE 1 --1 r ____I l! F 0�, 1 1 o ill 1 1 I I F ,___ - I I R I tf) I 2x LEDGER - - - - - - - - - - - U J11 "' Ij I SIM 20 -a cal - \56.0/ _ f- r----1 6x6 POT I r---1 - I- -1 SIM. 56.1, L • N 1 I CPQ- �1 ~ Flo � o `� .4 1 L� r- - � rJ L__J L_J I .1. I L_J L_J L_J L_ Icia -FIXTURES I I I r z ; 1 _-i•_-®--•1 4x12 H u' _ �_ _ LJ • I ---1--- ABOVE 1 1 1 a ADD 2x10 TV BLKG 2x4 FRAMING - I 2E m m @ +76" A.F.F. I J L__J -_ J L 1 _ _ - _ _RIGIDLAM LV_L 13/ax11�/ FB 1 U- < -r--I----F-1- e LL I I O AT 24" O.C. I 1 0O 1 1 I D4 1 a ,'---N k FB I SIM. I I I 62 •CD 1 1 I I m 56.1 > C4 /X\ S9.C/ I I I p I P4 .- 1 = L -- - J SIM. --� I Io l f-1 - -1 r 3 \ 1'16 LE C116DO r• _IGT FB x I 1 1 H P -L _ -! S6.1a I 11 I I 1� • I I I I I IF-5, f P6 J L---I -- I L 1� c run MST37 r , > STHD14RJ 25 _ C 4 I I t a 1 20 I I 1 6 1 20 D4 E -1---1 ti 1 S9.0 S60 I I 56.1 D4 �l I I c" -I 1 6X6 6x6 POST 1 0 ..O- 1 ~ 1 1 GT FB I BEA BB 5Y2<16 BIG BEAM FB I I D4 I - STHD14RJ RIGIDLAM LVL 1%4 x 111 - I - - - - RIGIDLAM LVL 1/x 11' - _ t HU412 ¢ ��\J � .UCl. CT- G 1 P4ST48 MST48 Q 9 © L� - r--- r-----1 _ r--� _ - - � - �'- '�" " RIGIDLAM LVL 1%4 x 11'/ P3 16 1 c .. P3 BEARING WALL 1 HGUS5.50/12 I I 4x12 HDR I _ ' � BaARING WALL 59.0 I I / / „ P31211.7-- I I 1 I v 1 -r I ''vetI RIGIDLAM LVL 13 x 11'/ S6.0 O �� i I cc ED-)I-4 ....J L__� L__I O z L -- J L� .0 xJ - ---IN N STAIR 7 y 118 _ o -- r___I L_, 1 I 9 \� FRAMING yrF I� 51.2 I I �� I I 59.0 0, N� �/ I r IN 1 I �' O� I r+-I 1 �„� � 5'/zx2" GLS I-DR � }�C �, CO r 3%x16 cc i� i �LL I I L 1-J I I 56.0 0 I BI�EEAM GT i J ABOVE �� f _ L J �I L 1 J ,. ® (n I-- ' h -1 -7 r--- r__� r __ r o 1 Za a I HU412 i \\ 1 10 �..i_ .j _.�..4_12 HDR��-1-_--•-=- -1-_--_.I--�I- 10 I QI Q > I77717 P3 (-- "! ice/ \ I 11111 I� J L_-- L-.._J L __- J L 1 �� I =I J > I- 11\ -I a W P6 i, �N 1 1� I (6.0/ 7 FHGUS5.50/10� I GT I I 56.0 SIM. I I 11/ RFPI-20 C@ 16" O.C. TYP. sm I J ROOF TRUSSES !�� 5%zX16 IG BEAM FB _ _ _ GT ABOVE I 12 I L 1 J U.N.O. I- 1 -1 J = 00 ---- _---- ABOVE 24" O.C. ABOVE GT GT -� - I S60 P4 I . I I o N FRAMING I ABOVE GT 2x LED ER \ I� L1 J co o ABOVE I I 2x4 PONYCe ABOVE 1 MST37 L 5 \ J I 1 /716\WALL I STHD14RJ J /-\ m I 1� r 4x12 HDR r--� r -- 1 56.0_ r 56.0 ---- (I - o ff 4.4 I i I I I 70 I __r ff Z \59.1/ L i---- ,," _ - .e? lo----- 1 x �J L _ L J L --�J \c�.0/ L� I I 6II W w _2X10 H�R _ I SIM. �--' - I Sb.O ROOF TRUSSES I 11 [ . 2x� PONY r--- I --r I I iI Om ' inGO AT 24 O.C. N I I 2)2X10 HDR (2)2X1) HDR (2)2X 0 HDR I- WA_LI L� I p Im / I CP5‘k_. �T�iD14 STHD14RJ19 1 --ISTHDI4 10\ STHD14RJ J o LLI-- - ---1 .2 . , c`1 I /-�P6 OI- g 51.2 I 6 I 1 P3 56.0I ¢ 3 19 ! L -.- s6.o I I 0#5 Z0 Q �/ I i O /4\ f Tr �- _ I Q ��__ I3'/zx16 BIG BEAM F�DRC� �',� m 1 \s1.2/ \9.0/ ® � --\ .17-'- . � _I � � I,1 U L,J I J LJ 11 41 l J 41 / \STHD14 Q ® �- -- J P3 STHD14 6 10 P3 I I P6 T NOTE:ALL C 19 /___ ,,� I (2)2X10 HDR Ai- -I L-_ J 14 I J D1 1 1�7-\ I EXTERIOR WALLS W C P3 \S6./ I ' P3 \59.0 STHD14 I II I /2 \ 2 I I\56.0/ I SHALL BE P6 U.N.O. _ LL. RS °' STHD14 �\ 59.1 I L I I a o - ABOVE(250 PLF) 59.1 I _ (2)2X10 HDR I (2)2X10 HDR , I \59.1/ IZi_ E "' - (---)-3--)/10\ A- BEARING WALL �/ - -�-- L- STHD14RJ STHD14RJSTHD14 � STHD14RJ L-- r --- 8\MP3 � -J / 1 \ CS1.2/� � \S9.1/ NOTE:ALL \S6.0/ MAIN FLOOR FRAMING PLAN & CD EXTERIOR WALLS Plan 17A DL-SG BASEMENT FLOOR SHEAR PLAN e SHALL BE P6 U.N.O. 1/4" = 1'-0" (13 UPPER FLOOR FRAMING PLAN & 6 >, FLOOR SHEAR PLAN L 4 1- C Plan 17A DL-SG LOWERO 1/4" = 1'-0" 0) w a F.. E E giOo FLOOR FRAMING LEGEND 4D � � N > o L a) FLOOR FRAMING LEGEND HANGER(PER TRUSS FLOOR FRAMING NOTES ROOF FRAMING LEGEND SHEAR WALL NOTES '_ ,�, p MANUFACTURER U.N.O. Ce JOIST SIZES AND SPACING PER DRAWINGS. c ) 1. Only structurally required beams and header are shown. LEGEND HANGER (PER TRUSS - - _ 13 Fia 2. Hangers indicated are Simpson Strong Tie c MANUFACTURER U.N.O.) ROOF FRAMING NOTES L ABBREVIATIONS = FLOOR TRUSS/JOIST 3. Typical topfloor framingconsists of 3/4"T&G APA rated sheathing (span �\\\\\\\\\\1 = RAISED PLATE (SEE PLANlea yp ( p = ROOF TRUSSES 1 ical roof framing consists of 7/16"or 1/2"APA rated U.N.O. _� Q rating 40/20)over pre-manufactured trusses at 16"o.c., U.N.O. Trusses to FOR HEIGHT) 1. Only structurally required beams and headers are 6. Provide (2) bearing (trimmer)studs at each end of all \ SF STRUCTURAL FASCIA = DRAG TRUSS be a minimum depth of 14". End trusses shall be designed to span shown. headers, beams, and girder trusses 5'-0"in length and P#/) P# I" Z opening, U.N.O. = DRAG TRUSS ROOF FRAMING 2. over,Typ FB FLUSH BEAM ---.-- = GIRDER TRUSS 4. Glue and nail floor sheathing with 10d at 6"o.c. at framed panel edges sheathing (span rating 32/16) over pre-manufactured 7. Where posts occur provide solid vertical blocking SHEAR WALL TYPE SHEAR WALL WITH FORCE _ -- -- = GIRDER TRUSS PRE-MANUFACTURED ROOF TRUSSES trusses at 24"o.c., U.N.O. At roof framing with pitch thru floor to matching supports below, U.N.O. SEE S1.1 FOR NAILING TRANSFER AROUND 0 and at 12"o.c. in the field, U.N.O. 24"O.C. U.N.O. WINDOW SEE 8/S1.2 w HDR HEADER -- -- = STRUCTURAL BEAM - -_ @ less than or equal to 2:12, roof framing consists of 5/8' 8. Typical wall framing consists of 2x6's at 16"o.c. at 5. "P " indicates shear wall below framing shown. Refer to shear wall 0 = STRUCTURAL BEAM APA rated s an ratin 40/20 over re- exterior walls and 2x4's or 2x6's at 16"o.c. at interior schedule on 14/S1.1 for additional information. All exterior walls are P6, sheathing ( p g ) p DS DRAG STRUT TRUSS = JOIST FRAMING U.N.O. ABBREVIATIONS >1 manufatured trusses at 24"o.c., U.N.O. Provide H2.5A walls per architectural drawings, U.N.O. 6. All headers required are shown on plan. Refer to detail 10/S9.0 for clips each end of all trusses, H2.5A each side of all 9. Refer to sheet S9.0, S9.1 for typical wood framing HDXX HOEDOWN TYPE-SEE S1.2 O multiplerussesEndtrusses shallbeesneetas. = STICK FRAMING SF STRUCTURAL FASCIA t , U.N.O. digd dil GT GIRDER TRUSS additional requirements. o >1 O. = (2) 2x POST U.N.O. BY OX to span openings, U.N.O. Refer to architectural 10. Refer to general structural notes on sheet S1.0 for ® 7. Provide (2) bearing (trimmer) studs at each end of all headers, beams, FB FLUSH BEAM drawings for truss profile. additional requirements. THE WOOD SHEATHING SHALL BE APPLIED TO SAME GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 WHERE X= POST SIZE and girder trusses 5'-0"in length and over, U.N.O. = FALSE FRAMING a� OR#OF BUNDLED STUDS 8. Where posts occur provide solid vertical blocking thru floor to matching [:: :,,_ 3. Nail roof sheathing with 8d at 6"o.c. at framed panel 11. See roof plans for venting penetrations. SIDE OF STUD WALL AS SHEAR WALL TAG AND SHALL o FOR CAMBER INFO.) OR OVERFRAMING HDR HEADER-SEE 10/S9.0 TYP. U.N.O. edges and over shear walls, and at 12"o.c. in the field, 12. Attic access shown is the minimum required by code. CONTINUE ABOVE AND supports below, U.N.O. rc--- g =/ VENT DUCTING PATH "XsU.N.O. 13. Nail thru sheathing with 8d at 6"o.c. for entire length of BENEATH OPENINGS. Os �� 9. Typical wall framing consists of 2x6's at 16"o.c. at exterior walls and 2x4's I �''� I =ATTIC ACCESS DS DRAG STRUT TRUSS or 2x6's at 16"o.c. at interior walls per architectural drawings, U.N.O. I cE s, I 4. "P " Indicates shearwall below framing shown. Refer to drag strut truss. PANEL SEE 9/D2 shear wall schedule on 14/S1.1 for additional 14. Do not scale drawings. Refer to architectural drawings SOME SHEAR WALLS REQUIRE 3x PLATES AT THE z 10.Refer to sheet S9.0, S9.1 for typical wood framing details. ---y g g a GT GIRDER TRUSS information. All exterior walls are P6, U.N.O. for all dimensions. FOUNDATION OR AT ABUTTING PANELS. SEE X/ 11.Refer to general structural notes on sheet S1.0 for additional = (2) 2x POST U.N.O. BY (X SHEARWALL TABLE SHEET S1.1. Job No.: 15-03 = BEARING WALL requirements. ® 5. All headers shall be (2)2x10, U.N.O. Refer to detail WHERE X= POST SIZE GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 10/S9.0 for additional requirements. Headers are not 12.Nail thru sheathing with 10d at 6"o.c. for entire length of drag strut truss. OR#OF BUNDLED STUDS FOR CAMBER INFO.) q SEE SHEET S1.1 FOR TYPICAL SHEARWALL DETAILS a Sheet No.: 13.Do not scale drawings. Refer to architectural drawings for all dimensions. required below end trusses. 71 A8 M Sheet Order: A S D P6�/8 \51.2) ire )MIIIIMIIIIIIIIIt---.---------------------___________________________„_ o l P6�\51.2/ Milbrandt ® Architects EIII25 Central Way, Suite 210 Kirkland,Washington 98033 P:425.454.7130 F:425.658.1208 Web:www.milbrandtarch.com • '‘>%ti) or. � �r ,,.. . 111--_, ... 1 C- w ,„�%�� 'MPSON D n.-� J o� . , 'D tp KI' AND, A. , . .�. .�. J 11320 0 0 i C C_ 1 i J v) CDma 7 Iu 1 I____.(.2 • P6 1 I P6 0 0 L o CD 4- i � u O t uQ.- 473 Q a .25 X .C7, N CD 2E I-- -1 =- 07 G T D I V O O - CO _ J Q ` / o ® c N Ce W 8 � � S1.2 P4 ® Z _ C 0Q JU) a ao N J 0 LL JZ D QW Ce �� I \ ( P4/\S1.2/ W LL.. (I) m Q I 3 0 Ail D ® O W 0 Q A /8 \/ P4 ^ Q \51.2 NOTE:ALL EXTERIOR WALLS r SHALL BE P6 U.N.O. C o RS a; ci. cT II A Plan 17A DL-SG UPPER FLOOR SHEAR PLAN 1/4” = 1'-0" a) L }' _ CD sal 0. 6 p 0 a) C V o 4./ > 8 m SHEAR WALL NOTES II ME C4 _ 0 via m 0 EF,#) P# W F- Z SHEAR WALL TYPE SHEAR WALL WITH FORCE _C SEE S1.1 FOR NAILING TRANSFER AROUND E 0 WINDOW SEE 8/S1.2 0 a D) o � <HDXX HOEDOWN TYPE- SEE S1.20 0 0. THE WOOD SHEATHING SHALL BE APPLIED TO SAME ,,i.,,; o SIDE OF STUD WALL AS SHEAR WALL TAG AND SHALL a 0 CONTINUE ABOVE AND Q BENEATH OPENINGS. am SOME SHEAR WALLS REQUIRE 3x PLATES AT THE z FOUNDATION OR AT ABUTTING PANELS. SEE a SHEARWALL TABLE SHEET S1.1. c- Job No.: 15-03 2 SEE SHEET S1.1 FOR TYPICAL SHEARWALL DETAILS LL Sheet No.: w J N A9m Sheet Order: A S D - NOTE: VENT TERMINATIONS ARE TO BE LOCATED AND INSTALLED i IN COMPLIANCE WITH ORSC M1804.2 DS o' 1 1 z D3 D3 ." 1 1 1 = A� • h (3)2X10 HDR :2)2X 10 HDR I 111 i I b r a n d t DOWNSPOUT f -- �' --�'.� "'fig a] I D3 S9.1 J� } AT LOW ROOF ► I ! r I al N r r h I t e : r I S r-o I � � 2 - I R 1I 59.11- 25 Central Way, Suite 210 ilk / , Kirkland,Washington 98033 ! L 4- GT 2 / c3)2x10 HPR 9 AREA 4 n / n (3)2x10 HDR (3)2x10 HDR P:425.454.7130 F:425.6581208 / / A'-' ""®"" '-"`"' "®""" -$ Web:www.milbrandfarch.com 1'0' SDS `� /I / 412 T 2 - // / liti) jy/ G S9.1 -- / // / ." W '61 C ---- -k / /I n--/ l � ►---7 ', / / / ----- tI, KI` AND, A. , .. Ii 04 11320Q DS IP- 1 1 / �� I --- OF Q % '_,111 i, \ / / D3 ce .. \ D2 I / L \ \ _- / I I R J R 1 AS APPLICABLE C \ -----\ I / 1` ' PER SITE o \ \ _ 1 / / 4 / . • E..._, n o---) 14 - CONDITIONS N \ \ 22"x30"I / / X9.1 / '. 14:12 14:12 R1 R1 R1 R1 R1 ; \ ''_ --- ATTIC L---i\ /I �- .I z v ! ACCESS, \ / / ce - R1 712 n --\ \ _ _-� \ / / :a- - - °-� 14:12 C \\ - ---- ---"�'-` I�-�-I --- -{- -- ---- 14:12 F-° ^ 7 12 - ' _ o \\ �- 2 a 1'0" j 2 r / / •••• r l9 59.1 a Nr 59.1 / / --`'. p - LU 7:12 -! / '... . . VI D3 / / 59.1 59.1 W r 1 AREA 1 R 1 T. / - Of, D3 c / c • 6 AS APPLICABLE I i i / ' .... .;, . o V D3 O - AS APPLICABLE PER SITE X C / ___ ••;:•: CONDITIONS "' / - l PER SITE I `"' -,-- / •••: .... S9.1 IBM d CONDITIONS / '. """ EE_/ •t. I D3 _ // •••••••-•"---:'' ' ';;' ' .: :':' I Z �. o as p •••••••••••••••••••• < ...J E: i A I ,� 1412 14 2 '� :: :. ,•....•...'.'. ': Y.:':.:.'.F.... .. : :.: I IX ............... .... ............ . (19 Z I - °DI- R 1 R J rr...'.':.. ..•,•. ... .......... :.'., ,:''.'.':.'..:,.•. I Q � o fi - GT 4 ..0 \ Q2 )2X10 HDR (2)2 10 HDR (2)2X1C HDR /" .•'4 • _ : T _ Z I J ..1 r R1 `� 59.1 I 59.1 � a Z AREA • / I M u.f T-0. R 1 2 1--- g W 412 s y 1-0" 59.1 I V m ce DOWNSPOUT I 2 Ci) m - i' �' R 1 DRAINS TO R 1 - DS 59.1 I O� .J o AlROOF BELOW ►►- _ _ _ 1 t L J I --ow.Him .� ❑ Q _ I I - L. 12)2X10 HDRI )2X10 HDR R 1 I GABLE END TRUSS U Q I �1'-0', 2 2 1 N. - DOWNSPOUT ( R 1 AREA 2 4:12 I D3 D3 59.1 0 r"' - AT LOW ROOF ► T - .t.. I r -----•„•--- L 1212X10 MDR _2L0 HDR 12212X10 HDR o 67 . I' -�I -11111/4\ 1 GABLE END TRUSS0 N I� 2 D3 0 ;�` < . > !1I-0'� DOWNSPOUT 2 I I 59.1 D3 *- DOWNSPOUT DOWNSPOUT ' 14.12 1 DOWNSPOUTAT LOW ROOF AT LOW ROOF---- =C DRAINS INTO / i \ GUTTER BELOW ViS Plan 17A DL-SG ROOF PLAN Plan 17A DL-SG ROOF FRAMING PLANim 4.0cpco a 1 1/4" F. E E 1,.., o o o o CD > o +i >> 8 v ROOF FRAMING LEGEND W ..... •a '_ LEGEND HANGER(PER TRUSS co C MANUFACTURER U.N.O.) ` ROOF FRAMING NOTES .,; 0 =ROOF TRUSSES 6.1k. N! =RAISED PLATE (SEE PLAN FOR HEIGHT) 1. Only structurally required beams and headers are 6. Provide(2)bearing(trimmer)studs at each end of all shown. headers, beams, and girder trusses 5'-0"in length and C _ = DRAG TRUSS ROOF FRAMING 2. Typical roof framing consists of 7/16"or 1/2"APA rated over, U.N.O. ROOF LEGEND C C o sheathing(span rating 32/16)over pre-manufactured 7. Where posts occur provide solid vertical blocking X:12 ROOF VENTING CALCULATIONS 0 O 0 ----- =GIRDER TRUSS PRE-MANUFACTURED ROOF TRUSSES trusses at 24"o.c.,U.N.O. At roof framing with pitch thru floor to matching supports below, U.N.O. =ROOF SLOPE INDICATOR Low Eave Law Jacks High Jacks Vented 0) @ 24"O.C. U.N.O. less than or equal to 2:12,roof framing consists of 5/8" 8. Typical wall framing consists of 2x6's at 16"o.c.at ARROW POINTS DOWN SLOPE Roo# Attic Area Venting Required Vent LF Venting Provided(SI} ----- =STRUCTURAL BEAM APA rated sheathing(span rating 40/20)over pre- exterior walls and 2x4's or 2x6's at 16"o.c.at interior ( } ( ) (Qty) {Qty) Soffit(SF} I of recid °° q ABBREVIATIONS manufatured trusses at 24"o.c., U.N.O. Provide H2.5A walls per architectural drawings, U.N.O. Description (SF) Ratio Venting(SI) Q o clips each end of all trusses, H2.5A each side of all 9. Refer to sheet S9.0,59.1 for typical wood framing RJ = ROOF JACK VENT 7.9 50.0 50.0 5.9 Lower % Upper % Total %* ii a , *--\\ =STICK FRAMING SF STRUCTURAL FASCIA (50 SQ. IN.VENT EA.) AREA 1 2,128 1/ 300 1021 152 1 16 0 1251 61% 800 39% 2051 201% Ems multiple trusses, U.N.O. End trusses shall be designed details. FB FLUSH BEAM to span openings, U.N.Q. Refer to architectural 10. Refer to general structural notes on sheet SI.0 for Mt•MMII IIMME MB =BIRDBLOCK VENTING AREA 2 164 1/ 300 79 8 0 2 0 63 39% 100 61% 163 207% r 0 =FALSE FRAMING drawings for truss profile. additional requirements. (7.9 SQ. IN.t LF) 3. Nail roof sheathing with 8d a#6"o.c.at framed panel 11. See roof plans for venting penetrations. AREA 3 55 1/ 150 53 4 0 1 0 32 39% 50 61% 82 155% a z an OR OVERFRAMING HDR HEADER-SEE 10/S9.0 TYP. U.N.O. edges and over shear walls,and at 12"o.c. in the field, 12. Attic access shown is the minimum required by code. I --- T g g • �•• = STRIP VENTING AREA 4 44 1/ 300 21 22 0 1 0 174 78% 50 22% 224 1061 U.N.O. 13. Nail thru sheathing with 8d at 6 o.c.for entire length of a I '--2901•••• ( (4 SQ. IN./LF) =ATTIC ACCESS DS DRAG STRUT TRUSS 4, "P • Indicates shearwall below framing shown. Refer to drag strut truss. I �As.. j PANEL SEE-9/D2 shear wall schedule on 14/S1.1 for additional 14. Do not scale drawings. Refer to architectural drawings / Job No.: 15-03 GT GIRDER TRUSS information. All exterior walls are P6, U.N.O. for all dimensions. =VENTED SOFFIT ® =(2)2x POST U.N.O. BY X 5. All headers shall be(2 2x10, U.N.O. Refer to detail // (5.9 SQ. IN/SF) 1 Sheet No.: WHERE X=POST SIZE GLB GLU-LAMINATED BEAM (SEE SHEET S1.0 ) 10tS9A for additional requirements. Headers are nat =DOWNSPOUT _ OR#OF BUNDLED STUDS FOR CAMBER INFO.) required below end trusses. -NODS ,_,, Al 0 Sheet Order: A S D '5 . ------,—_ - \ . -- _ . . . - . . 6. .. - • II , ... Z= 1_ i 1 -I _. -- - sil i 12 ___._..-= 12 2A\sh - -_- 1 i =--.-: , I --- I 12 --6--r-FULL HEIGHT FAUX 5 _ ___ 14 --7----=----- 14 . 11 7 - --=-=- 14 --- CHIMNEY WHEN FACADE I - i - FACES PUBLIC WAY i . . • . - • . . . . • D • COMPOSITION SHINGLES • • Milbrandt . . . 1 METAL GUTTER All . Architects . 2-PIECE BARGE TRIM: - • ' D3 OVER 5/4x8 NW . 1x2 OVER 5/4x8 FASCIA +7'-6', • TOP OF PLATE L___.___ - l• a --f_______,...1,... 25 Central Way, Suite 210 i/t- \\\\A ilk 111 I • , _ WINDOW STD. HDR Kirkland,Washington 98033 ..... .... . ( , FIBER CEMENT • IIII ....ml II 11. 'Ill 1 - II. ,M. • . , ' I 1 - P:425.454.7130 F:425.658.1208 Web:www.milbrandtarch.cani "STUCCO" PANELS • - . 1\ , /I\ • _-- . . • 4>rSik_ . 1\ 1\ (16.05 --' VINYL WINDOWS • i . 1 . - 1 I 1 • eAtt D A4).C. ' 1 Y- c'm 14 12 ' : I • 1 I • . I 1 , I . Ai. -II 11 D5 , • I I . ik) ..... .. _„ . . • L_ • • • __I.:.-..:,77 --] - J_ \-- -.... —-.. ,-- 2x6 TRIM • • . . • . • - =---c .. , • .. . . 14 • . 12 . . 1-1111-- -,.rir IIII.-IIIIITIONM. • . • • D5 • • 0 • --.41,--: .. p _._ - ' ' 42 _ _ TFloNp. FoLOF OpLRATE 7. : N D5 D5 =LI 1 _j_-----,- =.1 'as mm. ' '1' 'QC\-‘•."C: *S -- -_Tc-±' -. - Ill \ . 11320 . • • . .! 6"x6" DECORATIVE . ,;.--2- _--_:---_73=,-pf__- :-3. mero...--7,_ ,L.• • I 16 i 0 F 6 WOOD CORBEL LI- _r-r ..:71 ,___, ,, , -t • AT CANTILEVER a u u u .4.....,....„,_,_,I,„-......,-, ic 111111111111111111•111 --..a- - immiammicmar-- ..K- IL ,.li_. . _IF__ _IIE „_.1_,L_,If-LT.0111011111111111•1=M.111-mil= i II • _ -_ .N____E-_ _JIM.* ......„-n-r ---14 7 viiii - ...mow Neff WINDOYV STD H ' -6 _:_7__I , .-LL._---__ ,________A__-_ -__I-- -_ Iri--1,, ____ -,-FE_ 43 '1"---E -----7 FT_r _. _------4_-_7.. _ - •..... ___,--.......- i — ..,'.. _ ••••••- _ _.0. _. ...0 1--- 1y, 1 .__.,,,_ _E--zil 1 IIIIIIIIIIII _„_,_11---1 ..• . ----- ,w1 . ____7 f_-_-:7 _1=-- ,,_1_ 1,;)INI ,_I = .14- ••----• . . b-41) _ II II 1 II IIIIMIIIIIII III /1111_111111111 IIII) II n f-Tir---4- I imion mil Mir 1 1 :: . _ .."... iI .-#±__--c ::::e: Mii.l..m.-•,.-. . I _ - .._ _ • _ F - _ 6 ) _ -' D2 ,11:- -a! 1 = I-. i.--/!- 1 I _=-1 __ _....ri..xerff' , I 1 = o 0 Le; 1---It ---1,-- - .. _ - -L1 --_,-1C--)E___7•- I 1 • • `-- i-------1= WIllillin I _j swim m'' - iS a • a.. . Mon LI - trimc', _ a 5 -3P-- ; ET--fi-- I I I I _ — aim IL- ---E-•____E: - '---11 ME1=-1.L. 4" • mum r IF It__ D2 ___=__.,..,, . , I ___,1E- I EMIL -_ j — - t.75::_in:7__ =0 1 > Z BRICK VENEER _ -. ..,,s_a_ cu -- ---------- -72'--J-J:1- -7'.' r 1111.IIIIIII.M1111M' ----F-r- _-- ----,-5. - ...."' - ---..".' 1111 _ lic =1 - .--1-7"--7'- TTI a''-- "--- ---Ji_ Jt '` -a-e_tr,-1-- 14-1:- _ IJ -4 i—ic ,____, .iiiik. _:., I -=-_-11- ='` -1-4`_If '` If•LL--T L I-- - - - 1.111 IL ---- - - JE----1L--; _E.:--1- IlL-7---7711-__-71 II _1 1_7 manor E-P-HVELT-1-7177. MOM -,__ 6 • -,1 INI -Tiiiiii• , wrailkiL•-. ....E imusj_____IE::,1-7.:11 Ir. . ._;:p---1 PP= s., a _.1 a - [ --7• I_ D 5 ,---H7:1--=11-milmii="1 r-mmi- ffie- ("i7 D5 ' 1r ----r • -- - --7= ,--C;=-TIE IILL=I -1E-"'1- 4 J E JEI I i-L'E-7-- -7 1 r 4,----, ,--_,- ... -71--_ _ FIN. FLOOR ILL:7-7Zr '---- -'- D5 ---F- ---_---_---,==] —- =[ ' E ---Ir ::_irri 1 7.1 ARM- t i I - -L--- 1.11 - E-I--- ..Td.-L'-----iF--- - r - ...6-.-, ' -)L--- :.-.%2 ir.--i.I.,__ l__ _,_ _, _ iri. mgr.- I I I 1... an ...... STEPS AS NEEDED 1 .. " 7 03,..... NOTE:TOP OF WINDOWS PER GRADE D1 SIM- AT BASEMENT FLOOR 8'-0"A.F.E. _ .... Pian 17A DL-sc .., _. AT FIRST FLOOR = 9'-0" A.F.F. FRONT ELEVATION ..... cs) a AT SECOND SECOND FLOOR = 8.-0A.F.F. 1/4"= 1'-0" ENGLISH REVIVAL ca ,•-„ C2.. UNLESS NOTED BY +X'-X'' — . 6 ci 0z 12 tr . —71 -1, 12 17 N12 14 _TOP OF PLATE _OP OF_PLAT •• N12 14 12 7 TOP OF P _ L1C6C7DD.: •CI4trOc- i a• 7.1----7,--= - - • . 1 _ ... ... __ . . . • . . . • - TE - ------- ,, ------- - (in Ill ----- ___ -• ( —H . s _ - _ _ ,-,. - _ • ____ D2 - ---- . •• • .• • . -;-- ,-,, /N 7_17:- _ . L- ---- - - -------- 6'1 ce _ ______ _ 14 .. . • - • _ • • - • \\•• 12 --- -- _ — _ ______ - - D2 •- __ 1 ___f_ D8) FIN. FLOOR 0 V) _._ _-.!: 14 FIN. FLOOR _ __ -- l_____ FIN: FLOOR 4 ---i ______ _ _ _ _ __ s -- -- - - • _ ______ •-sy 40. 1=1 •r"; 1 _ 7 - _ -- _. ---'--- -1:11;-= .i.__ - _ , 1- ___ .-- I __...._ -.-- ____ C,9 -- --- ____ '.... ...--- .,.. ---- - - -- - ..,,,l,,:,,,/: -- — r,IN-'t >Os 1 -- .... . . -",'"r"- - -- ___ _ _. . 111 ffMN - --- - — F-•1 ..,-.--,..: =- - _ _ _ ___ _ ,__-•.----__.-L- .•• •,,•-'''': ' --) __ _ . ---- --- --- - ---- '.-•??:•-•'//,, _ ;II ,,--' _ _ --- .._,-_,...•.-_. r .___ FIN. FLOOR , III. 1 ,imi i 1 ii FIN. FLOOR . ____•:::: '7,,-''- _ __ , - - ____ - -- __ _ , .....1 =11 ____ 2s. ii.•-• NJ Ca < UJ < _ _ ....... __ ...._ _ -- . FLOOR LU kl-----K - 12 1311 D2 1 D1 NOTE: DECK AT GRADE WHERE 16 12CO D'I D < D1 SITE CONDITIONS REQUIRE. SEE CO D4 SHEET A2 &A7. Plan 17A DL-SG GARAGE SIDE ELEVATION Plan 17A DL-SG REAR ELEVATION Plan 17A DL-SG LIVING SIDE ELEVATION a) 1/8" = 1'-O„ / 1/8" = 1'-0" 1/8'= 1' 0" Cis) al y 12 LE >11 LI .11=0 C C13 14 12 12 \2\c_ N*NN.IN.4 %.% OF PLATE 14 0 : 0. 14 1.... E D TOP OF PLATE - - - --- 100. 0 , . . . . • . . - . . . • . - . .. -- . . •. c 0 .• ___ . . __ . . .•. - - . __. - . Ithill )161 -.. • • -• . • . - . • . ------ - • • ---_ .... •. .- ,-.. • .. - • • . •• - • - • . . -• ---- • . • . . . • • . _____ .._ . . zy, > 0) 0 . . . . • . __ . • . - . . - . . . . . • . ____ .• _ - . . __ 11.) . • .. zn in 0 . . ._____ — — — . . . . . . ... • - . ___ ......_, — ----- II MINI — ----- • • . . • . .. - -___ _--...- : "• F.- ' F1 -.. ." 12 . . . • ., __. . • - . •..W 0 ' . . . . . . TT 12 -:- FIN. FLOOR • . _ ,f I FIN. FLOOR 4 _ '• ' - . • • - . . . _ ________ ________ __ _ :sr C "0 iiiC _ _ __ ___ ___ _ ____ _ / ---- —-—- _ ______ rm 0 _ - - _ ---- 43 G) Z EST_ — - ,_ - r>•)'•=.1. _____ _______ — rri\ _ -- --_77.-7_r-- -7._. ...._ _______ ____ - .','.-- .7_-_-- ____ _ __ - -- - --.- -- -(--., _7__ - . - 1 --- __ a -;•- IIIIIIIIIIIIMI ._, - - - 20 - _ 0 . _._ as 0 _. ._ D2 rs) , >1%,..,.._ __ -. FIN. FLOOR ___ __. __ - _ --- FIN. FLOO' If: - • '--- MR _._ N4iiii,iO4 i-inn _._ 'Cl'i ' " III- 141 ani t--- _ _ _ - _ R. . . . _____ __ _ , ._ _ _____ ,00 ._ . ___ . . • . __ - ____. „,-.0 ,-,.,?, _ .. I .„-„-- ,....._:__,.: ______. , .____ _____,_ ___ b . _ .._ 1111111 Zn r---‹ ''. 111 _ r --] f-L ':7' — ---------- ... 0 - 1-1-_-:-J: Z.-- CL A FLOOR li -- _ -- - ---- __ 1 —I _ --- I z.--- NOTE: DECK AT GRADE r0 12 MD1 I Ali D1 Job No.: 15-03 WHERE SITE CONDITIONS \„IA f 1- REQUIRE, SEE SHEET A2 &A7. D4 Sheet No.: (6 Plan 17A DL-SG ENHANCED REAR ELEVATION Plan 17A DL-SG ENHANCED LIVING SIDE ELEVATION Al 1 _.-L, ,, 1/8” = 1'-O' 1/8"= i'-o" Sheet Order: A S D ---`) • 1 t 5 Milbrandt Architects 25 Central Way, Suite 210 Kirkland,Washington 98033 P:425.454.7130 F:425.658.1208 Web:www.milbrandtarch.com OD or w /61- MPSON y • KI' AND, A. , .. 11320 V� -a to ,- w.N L Q1 Q t/1 O Q. .N V• > Z d N .. y d - Z V L Q - -C C Q .4:2tt G N OL C •i G T Q O zV O V -c w •0"\ 1:.3. T IJ O G. IA Qy i ` o N / o W 0 Ce I COZ cn c.6 o G N 0 .10 .. z 11-1 W U ca >: to ..t 3 a 0 Ca CrZi LLa Q - = 0 w E . z co Q 12 12 2\1411210 � 10214 Att1C D2 D3 it Ankt �� _ TOP OF PLATE --� �'" r —- TOP OF PLATE ` 41 •-..,- 3-- _ t t J 6 1 61111111 •{ D3 Bedroom 2 D2 W Q D2 M. Bath " Laund. Hall Bonus Room 17 _ 1.. D2 �11 17 11 10 0 �1 D2 FIN. FLOOR _-� D1 D2 D2 D1 j \ _ FIN. _ ` CD 0 = U Adak \ CD . `.. T13 4 I di /� Q i� 10 D2 D2 _ D2RI 0 �w (GREAT ROOM D2 3-CarI i BEYOND) r _ __ Garage 18 Ertry Dining _ t L 16 4IIII 10 —� ! Sfor 18 Den 1 y 9 g 14 D2 ' y_:_ Hall (GREAT ROOM ON 4.0 0 1 D1 Kitchen D2 FIN. FLOOR ` D1 D4 tor. ____ BEYOND) / _ ,FIN. FLOOR _ IV a� i= Z t� i 1 MIN — el 1 CRAWL, J k Crawl Space 1 1 Crawl Space i i 0 CI 0 Unfinished Basement I I 20 SPACE; p 1 9 I I D4 C.] \ / an Q D1 I ri J D1 0 NEM ,I p a CrawlffSpaceJI Q J 0. Plan 17A DL-SG SECTION B Plan 17A DL-SG SECTION A JJob No.: 15-03 1/8"= 1'-0" 1/8"= 1'-0" LL Sheet No.: W 1Al2_ . Sheet Order: A S D _ t1) GARAGE SIDING OVER Y"GWB 4" —• OSB SHTG.ON CONCRETE 'AI elL RADON MITIGATION NOTES Entry Routes: 2x6'S AT 16"O.C. SLAB p2 • Floor Openings around bathtubs, showers, water closets, pipes, wires or LIVING SPACE d ° _ (Crawl Space Ventilation & Building Tightness other objects that penetrate concrete slabs or other floor assemblies _- -- 9 �} -- -z _ D1 FLOOR FRAMING _ shall be filled with a polyurethane caulk or equivalent sealant applied in • ff "1 iff-- y4"CORRUGATED ,..r.. T..�.. _ (SEE PLANS) I In Homes Without Basements) accordance with the manufacturers recommendations. 3/4" FLOOR • All control joints, isolation joints, construction joints and any other joints SHEATHING z 2 PLASTIC LAYER f 'L The following construction techniques are intended to resist radon entry and in concrete slabs or between slabs and foundation walls shall be sealed 2x6 PT PLATE ail i{ g WATERPROOF prepare the building for post-construction radon mitigation. See Appendix F of the Oregon with a caulk or sealant. Gaps and joints shall be filled with poluyurethane IngligitillAIL ,!a�ro�!ifeasp eA Residential Specialty Code. caulk or other elastomeric sealant. MEMBRANE OVER SEE STRUCTURAL P Y 1 1X" P.T. PLYWOOD • Condensate drains shall be trapped or routed through nonperforated pipe to daylight. ? '14• FOR FOOTING SIZE } FLOOR-TO-WALL I I AND REBAR M I U I� Q I� l Subfloor Preparation: • Openings around all penetrations through floors above crawl spaces shall be caulked or PROVIDE VAPOR FLASHING EXTEND CQ 114 • A layer of gas-permeable material shall be placed under all concrete otherwise filled to prevent air leakage. 1 BARRIER HERE1z 1z FROM UNDER FLOOR - — �-4A Q fS slabs and other floor systems that directly contact the ground. The gas-permeable layer • Access doors and other openings or penetrations between basements and adjoining UNLESS FLOOR MEMBRANE UP WALL 11 hI(1-1 I� I((- Ishall consist of: crawl spaces shall be closed, gasketed or otherwise filled to prevent air leakage. SHEATHING IS A 11 i C I CRAWL SPACE • 1. A uniform layer of clean aggregate, a minimum of 4 inches Crawl Space Ventilation and Building Tightness RATED BARRIER. P.T.PLATE �1p�� X11 1 4 25 Central Way, Suite 210 SEE INSULATION I ter► SLOPED(2)2x12 @ I `� `� Kirkland,Washington'98033 thick. Theaggregate shall consist of material that willpass • Crawls aces shall beprovided with vents to the exterior of the building. The minimum DIM. POINT P 9' A �� 9 through a 2 inch sieve and be retained bya Y4 inch sieve. net area of ventilation openings shall comply with ORSC Section R408.1 and shall not be AND ENERGY NOTES �, 16"O.C. PER gp Y ON D1. SEE FOUNDATION PLAN -�I I P.425.454 7130 F:425.65$.120$ • Soil-gas-retarder; A minimum 6-milpolyethylene or e equivalent flexible CRAWL SPACE p ® STRUCTURAL �-'�d g q less than 1 square feet for each 150 square feet of under floor space area. FOR LOCATION SPECIFIC z I 4" PERF. I.4 4.2=1I Web:www.milhrandtarch.com sheeting material shall be placed on top of the gas-permeable layer • Ventilation openings shall comply with ORSC Section R4082. Operable louvers, DIMENSIONS I CRAWLSPACE DRAIN 0I0t Q prior to castingthe slab or placingthe floor assemblyto serve as a soil-gas-retarder bydampers, or other means to temporarily stopthe ventilation shall not bepermitted. °° f t� �'�'� I VAPOR BARRIER 9 p P Y FINISH GRADE l a •� A4 � � � 01) 1�y bridging any cracks that develop in the slab or floor assembly and to prevent concrete • Building Tightness: Dwellings shall be tested with a blower door, depressurizing to -_- -- 4 I -111:=111=11 ' {rG,�l from entering the void spaces in the aggregate base materials. dwelling to 50 Pascal's from ambient conditions and found to exhibit no more than 5.0 I I 1=1 I 1=I I DI 111 ©I SEE S SHEETS FOR _ lj 1. The sheeting shall cover the entire floor area with separate air changes per hour. A mechanical exhaust, supply, or combination ventilation system -I 11-11 I=1 I = 1 I 1"� STRUCTURAL INFORMATION 1 sections of sheeting lapped at least 12 inches. providing whole-building ventilation rates specified in Table N1101.1(3) or ASHREA 62.2 "'-"'-' I d ' �f"i', ,, �MPSON ' FLOOR OVER CRAWL SPACE EXTERIOR G • RAGE WALL TYP. CRAWLSPACE FOOTING 2. The sheeting shall fit closely around any pipe, wire or other shall be installed within the dwelling unit. • = penetrations of the material.All punctures or tears in the (] • material shall be sealed or covered with additional sheeting. ;J01 KI` AND, A. ,� ,� 11320 Q 1-1/2" = 1'-a" SECTION 1 1/2" = 1' o" SECTION 3/4" = l'-0" SECTION 1�, OF 0.5.,,1 SEE DETAIL 8/D1° GARAGE d FOR DOOR THRESHOLDNLIVING SPACE —" CONCRETE SLAB D2 4"CONCRETE SLAB AT PORCH AND2x12 RIM PATIO,SEE 2x6 PTgQ,PLATE D1L5' FOUNDATION PLAN FLOOR FRAMINGaY4" FLOOR .u' 4 r.a r— a�, (SEE PLANS) �;SHEATHING I (I 41Z 2 : ,Ii �i. = n:Triln!!!!!!'llrlf -I 111, e1 (2)2x12 @ 16"O.C. - °I _- ° ---- -- -_ ..all • • .• Z TT `iII I PER STRUCTURAL "' °flcigi1h1>Ind I =L�1 I I�I l i=111=i�-=i . LL �-I 1 . a ' i PROVIDEYz"A1R SPACE '_• PROVIDEVAPORI PROVIDEY"AIR SPACE : a •� BETWEEN CONCRETE• _ BETWEEN CONCRETE ILS da AND PONY WALL -0 BARRIER HERE —I{ d°it. `x UNLESS FLOOR �� 1 • • PONY WALL WATH I a IPA A. A. A. AL `�.a` SHEATHING ISA a - - BEARING CONDITION (� TES PONY WALL AT cs INSULATION ANL! ENERGY NO RHEATHI SHEATHING i � I • Z Y" PLYWOOD AT II Y" GWB SEE INSULATION I- dl ° _ BEARING CONDITION I DAYLIGHT BASEMENT . -II- .J ., 60 2x P.T. PLATE �1 AND ENERGY NOTES .�. 4" PERF. P.T. PLATE CRAWLSPACE o Insulation - General Windows: cS ON D1. 111 1 b CRAWLSPACE DRAIN 9 6" . • »- All insulation materials shall be installed according to the Glazing U-values shall be determined in accordance with NFRC 100-91 =174 .. ° I rte._t_ �; �, rn`'.7 �lqi; ° °° ' �I-i 1K a — manufacturer sinstructions to achieve proper densities, and maintain Windows and SGD shall be double glazed vinyl type with the U-values 4F • L..' '_ _ NOTE:EXTEND FOOTING •,�� . . - T 4° y 1' VAPOR BARRIER = Q• uniform R-values. Substantial contact of the insulation with the indicated on unit floor plans. N -- AT PONY WALL SEE S SHEETS FOR ••• NOTE: EXTEND FOOTING v surface being insulated is required. ��1-±-rr -iI�`"-" 6" AT PONY WALL Insulation shall be installed in a manner which will permit STRUCTURAL INFORMATION o z Q inspection of the manufacturer's R-value identification mark. Roof/Ceilings: CRAWLSPACE FOOTING Where required, insulation shall be installed with clearances Roof/Ceiling insulation: Open-Blown or poured loose fill according to manufacturer's specifications. Insulation shall be insulation may be used in attic spaces where the slope of the ceiling is 1 TYPICAL MAIN FLOOR I GARAGE FOOTING AT APRON AT HIGH FOUNDATION WALL _ installed so that required ventilation is unobstructed. For blown or not more than three feet in twelve and there is at least thirty inches Cli- 0 6 poured loose fill insulation clearances shall be maintained through of clear distance from the top of the bottom chord of the truss or G installation of a permanent retainer. 1 1/2" = 1'-0" SECTION = 1' o" SECTION 3/4" = 1' o" SECTION For specific R-Values, see insulation note on unit floor plans. ceiling joist to the underside of the sheathing at the roof ridge. Whencz C3 4r. eave vents are installed, baffling of the vent openings shall be Crawl Spaces provided so as to deflect the incoming air above the surface of the p insulation. Baffles shall be rigid material, resistant to wind driven i SEE DETAIL 4/D1 Crawl space foundation vents shall be placed so that the top of the vent is below the lower surface of the floor insulation. When moisture. When feasible, the baffles shall be installed from the top of d FOR DOOR THRESHOLD the outside of the exterior wall, extending inward, to a point six D2 . r• foundation vents are not placed so that the top of the vent is below the (� CONCRETE SLAB Ow- lower surface of the floor insulation, a permanently attached baffle inches vertically above the height of noncompressed insulation, and LIVING SPACE LIVING SPACE J AT PORCH AND 2x6 PT 9 Q := i twelve inches verticallyabove loose fill insulation. 3 SEE SHEET D5 PATIO,SEE it - PLATE a shall be installed at an angle of thirtydegrees from horizontal, to 34" FLOOR SHEATHING /4" FLOOR SHEATHING D1 c g g Where the ventilation space above the insulation is less than an FOR COLUMN FOUNDATION PLAN r► . FLOOR FRAMING ,r divert air flow below the lower surface of the floor insulation. ; w^ — (SEE PLANS) ,.� CD A ground cover of six mil (0.006 inch thick) black polyethylene or average of twelve inches roof ceiling assemblies shall be provided with i i , a vapor retarder. Faced batt insulation where used as a vapor retarder rrli T rrrirtri ,. HN4 ° approved equal shalt be laid over the ground within crawl spaces. The �� FINISH FLOOR ----g - -� ll; shall be face stapled. --_--------_—_-- i 1I Ct Uground cover shall be overlapped twelve inches minimum at the Joints and Cia Va or retarders shall not be re uired in roof/ceilin assemblies ISI •' ..shall extend to foundation wall. where the ventilation space above the insulation averages twelve inches HEIGHT INDICATED ally —1II-�I� .4 1 . or greater. `, r- i I I' CI °° Floors i T 11111 THICKENED SLAB:DGE--• d . o , _III I 3 Vapor retarders shall be installed on the warm side of the -� LIFloor insulation shall be installed in a permanent manner in insulation. PRE FAB 6"To a ° ad ,! -1I °� oQ FACE OF 1 "11I=111=1I I {substantial contact with the surface being insulated. Insulation OPEN-WEB o 1=jCj-llf=1� 1 I supports shall be installed so spacing is no more than twenty-four FLOOR TRUSSES m POSTA`e 11=111—LI1=fll—ill- I; LL inches on center. PER STRUCTURAL N F: c°4 p a I1=1I�III-111:1;-(=1=T a' ° ZO Floors separating conditioned space from unconditioned space shall Recessed Lighting Fixtures r A� Z I l l l TRETE l li a CRAWLSPACE P g p p - — Z a a - 4" PERF. When installed in the building envelope, recessed lighting fixtures - � � j � � _ a - 9 AMIMma have a vapor retarder installed. Vapor retarder shall be installed on w d A I1=1i1=111= =1 1)�C�=x=17 DRAIN the warm side ide of the insulation. The vapor retarder shall have a one shall meet the requirements specified in Section 402.4.5 WSEC 2017: _ _ _ _ _ — d II 111-Ili-IE1=-11r ll 11 111- ��,, 1 ° 'v p PRE FAB Y"GWB 4 11-18 '1.ZI=1ff=-Ill II-lil-lfl=T Recessed luminaires installed in the building thermal envelope shall be '111=111=111=III-L-111=111-Ill-111 b 11=-111=-111-111=111E-M-111=111=111= •,. -'a °� o perm dry cup rating or less (i.e. four mil. polyethylene or kraft faced Type IC-rated and certified under ASTM E283 as havingan air leakage %"TYPE 'X' GWB GARAGE OPEN WEB ;111-111-111ilTf=III=11f tH��iir_�-iii_„' 11=i11 =D J=III-1D I III=11 !�•' • • Z material). The floor sheathing may be used as the vapor retarder if Yp g FIRETAPE ONLY FLOOR TRUSSES LIVING SPACE ,.x=111 1111111=1�11!!�11111 14111111111 11 11-111=111E 1111-11=III-IIF=111=111=11- SEES SHEETS FOR _ ,_�_ _ ,” rate not more than 2.0 cfm when tested ata 1.57 psf pressure differential EII 111-111=1 11i 11111 1Tl 111 11T • rated (and so stamped) at one perm (max.) Otherwise lace vapor PER STRUCTURAL —T=11i=11=i11-111=(1—ITI—fll-11=T-111—E11*ill 111—E1�L1J111-111=111= STRUCTURAL INFORMATION 1 11-. Q p p P P and shall have a label attached showing compliance with this test method. ii-it111 err1.zrr ��liTT14� ��+illi �iil1 vii- i lit.? Iff. ,VAPOR BARRIER retarder on top of joists before placing sheathing. All recessed luminaires shall be sealed with a gasket or caulk between the CRAWLSPACE FOOTING housing and the interior wall or ceiling covering. Exterior Walls TYPICAL UPPER FLOOR OVER GARAGE C7D PORCH EDGE DETAIL — � AT HIGH FOUNDATION WALL t All wall insulation shall fill the entire cavity. Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. All faced insulation shall be face stapled to Water Heaters 1-1/2" = 1'-0" SECTION 1" = 1-0" 3/4" = 1'-0" SECTION CO avoid compression. All water heaters shall meet the requirements of the Energy Policy Act Si. Walls separating conditioned space from unconditioned space shall of 2005 and be so labeled. 4-d have a vapor retarder installed. Faced batt insulation shall be face All electric water heaters in unheated spaces or on concrete floors I t0 stapled. Vapor retarder shall be installed on the warm side of the shall beplaced on an incompressible, insulated surface with a minimum SEE FOUNDATION II 1 ID 03 PLANS FOR � OSB SHTG. insulation. thermal resistance of R-10. 0. FIN. FDN.HEIGHT I —� % % Eon E E Water heaters shall be equipped with automatic temperature controls I'•t SIDING EXTERIOR LIVING SPACE EXTERIOR LIVING SPACE 0. capable of adjustment from the lowest to the highest acceptable OSB 6 O Q Air Leakage p g P P.T.WALL -T "� ^ V These air leakage notes apply to those locations separating outdoor temperature settings for the intended use. Temperature setting range �►—� SHEATHING FLASHING FROM FLASHING FROM 0 _ ambient conditions from interiors aces that are heated or mechanical) shall be set to 120°F. or 49°C. SHEATHING Y" UNDER THRESHOLD UNDER THRESHOLD 0 ` a p Y IIP PLYWOOD a 1 Y" P.T. DOWN ACROSS THRESHOLD AT ENTRY DOWN ACROSS THRESHOLD AT ENTRY N cooled. A separate switch shall be provided to permit turning off theJ I PLYWOOD SHEATHING DOOR d Exterior joints around windows and door frames, openings between energy supplied to electric water heaters. A separate valve shall be a . SIDING SHEATHING DOOR s� Q L walls and foundation, between walls and roof and wall panels; openings topermit turningoff the energy supplied to the main burner(s) . . d ° I FLOOR FRAMING FLOOR FRAMING ='' fl provided P ( (SEE PLANS) (SEE PLANS) re c •. at penetrations of utility services through walls, floors and roofs; and of all other types of service water heater systems. d I '' 2x4 TRIM OVER FIN. FL. ___ _ 2x4 TRIM OVER FIN. `L. _ _ _ = i, }r ..c all other openings in the building envelope for all occupancies shall be ta: P.T.TRAPEZOIDAL I OSB SHEATHING ♦1 z — ��, OSB SHEATHING i T...J J f/ "4 / /1 L0• sealed, caulked, gasketed, or weatherstripped to limit air leakage. Other / 1X4 SLEEPER AT _ �`�/� z e opt _ pP g I v "' t- Z exterior joints and seams shall be similarly treated, or taped, or covered a . 111 24"O.C. INSET d I I� ..- ' 010R ' OLR with moisture vapor permable housewrap. INTO FDN.WALL ° �� a C p X71 ., d L ► d L 10 Openings that are required to be fire resistive are exempt from air Q I z a - a 0 leakage restrictions. . Q� - d a a a a ° 43. PI ILF ,"111` 111E111: a - ,,. LL , III,,,III, ,II_ 41I_ '� �- >+ Doors a lil=lil-111= lil-=1i1=11 D o Q p All exterior doors or doors serving as access to an encloseda CONCRETE I=I I 1- d a d 2x6 PT PLATE CONCRETE 1=11 I: d . d 2x6 PT PLATE o 0. unheated area shall be weatherstripped to limit leakage around their PORCH PORCH perimeter when in a closed position. SEE S SHEETS FOR _ �� - 0 0 The thermal transfer characteristics of insulated doors shall be STRUCTURAL INFORMATION c determined per NFRC 100-91. T CL STEM WALL FURRING STRIPS PORCH DETAIL AT PONY WALL THRESHOLD DETAIL S4 Job No.: 15-03 1-1/2" = 1-o" SECTION 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION LL Sheet Na: d J m ,7, D 1 Sheet Order: A S D BUILDING PAPER SHALL BE TWO-PLY DRAINABLE WRB OR %a"T&G PLYWOOD SUBFLOOR - OVER FLOOR JOISTS INTERIOR SIMILAR PRODUCT MEETING THE REQUIREMENTS OF SECTION r�ir�i, i R703.1 OF THE ORSC. 3. It \\\ \�\ a\� rr.0%%0?iii LEDGER _ 2 1Y" FLOOR SHEATHING 1Y"FLOOR SHEATHING INTERIOR SIDING OVER BUILDING PAPER `.EE • • G P1 ' S ' TREAD DEPTH 1" ROOF TRUSS FOUNDATION OPENING OVER OSB SHEATHING 2x12 STRINGERS 1 1 FOF .CI' TYPE, D:'I H, AT 12"O.C. IO c • .ECTION 4 •s . . x i B ri,rirr �if �; BLOCKING � � SPA � DOOR SIZE � l 10 1x8 s 18 GARAGE DOOR PLYWOOD FILLER 2 2 _ MilbrancH w p211!! L N Architects •-.. .., <: .•.�- . _ • � TREAD DEPTH • �"� 1 i _-_- _- __ , !! I !!i !!L y"GYPSUM !/vii i/ / /‘,/, ii/ ►. B•T I S LA 10 + CEILING BOARD- 11111111 25 CentralWay, Suite 2101x$TRIM 6 I bKirkland,Washington48033LVL RIM1x8 SEE FRAMING PLAN �L. �. . P:425 454.7130 E:425.658,1208 INTERIOR/STORAGE /// - __-- Web www.milbrand#arth.tam AILA., WEATHERSTRIPPING rr Y2"GWB Y"GWB , „ 2x TRIM 2x12 STRINGERSN Iltp ��r�/ 2/a TRIMGWB AT 12" O.C. SEE STAIR PLANS FOR %" GWB CLG. / 3" xY"GWB VINYL SIDING OVER SHEATHING PROVIDE OVAPOR BARRIERVER 2x6 ORAT IPVAA WALL �� / SEE STAIR PLANS FOR RISER AND TREAD INTERIOR/STORAGE PRIMER ON INSIDE FACE OF GWB WITH MIN. DIMENSIONS. 1 PERM RATING PER MANUFACTURER. W 'V4 1MPSON C RISER AND TREAD �. t DIMENSIONS. BOTTOM OF STAIR � LANDING � ATTIC ACCESS GARAGE DOOR IAMB TYPICAL EXTERIOR WALL � Kt" 1�No, A. TOP OF STAIR. 9 5 co �� +1 112" = 1_o, SECTION 11/2" = 1' o" SECTION 1 vz" = 1'-0" SECTION 1-v2" = 1'-0" PLAN 3" = 1-o" PLAN n F 6 -6 tu �r— ,. `lytu tu FIBER-CEMENT SIDING - -1• OVER OSB SHTG. 0 Y"GWB OVER 2x6 STUDS AT 16"O.C. INTERIOR %a"T&G PLYWOOD SUBFLOOR INTERIOR WITH INSULATION PROVIDE VAPOR - OVER 2X FLOOR FRAMING @ 16"O.C. U.N.O. BARRIER OR PVA WALL PRIMER ON INSIDE FACE OF GWB WITH MIN.1 PERM ROOF RATING PER MANUFACTURER. ,,i r» rr ar ai ai rr ar ar ra rr rrr METAL FLASHING TRUSSES AT :- ---.---z---.----7--- .,,\ :: TA r INSULATION SIDING c 0 2 24"OC �� .� T:.• ., Tr,/Tr" .. ;.. omz 2 �z , 318"SHIM BEVEL TOP AND FLASHING 0 BOTTOM OF BELLY BAND 10 DEGREES a I I - 2x12 TRIM `i a '10 10 10' <-/ c I- :-I-- Y„ 6 6 . . GWB L 1 J. 1 1 L 1 i 1 1 J N HEADER PER • r' o Y"CEILING GWB INTERIOR/STORAGE N. STRUCTURAL . X"GWB PROVIDE OSB ;y a, s FIRETAPE ONLY BETWEEN STUD G 1 LAYER/a"GWB PROVIDE 2x TRIM AND GWB WHERE c VAPOR BARRIER OR PVA WALL / INDICATED ON - PRIMER ON INSIDE FACE OF r / GWB WITH MIN.1 PERM RATING )/( GARAGE FRAMING PLANS. ZPER MANUFACTURER. Y2"GWB OVER OSB, - P.T.FURR I 2x TRIM FIRETAPE ONLY. STRIPS 16"O.C. 1 INCREASE GWB NAIL J--°13 % - LENGTH Yz". -i 18 INTERMEDIATE STAIR LANDING 14 BELLY BAND 10 6 TYPICAL ROOF/CEILING GARAGE HEAD DETAIL INTERIOR WALL AT GARAGE 0 • 11/2" = 1'-o" SECTION 3" = 1'-o" SECTION 1-1/2" = 1-0" SECTION 3" = 1-o" SECTION 3" =1'-0" PLAN o / EXTEROR WALL SEE ROOF 12 ` ' PLAN FOR SEE PLAN — t4 ii csi, GUTTER � RO•- ' •MING 1 ��`' o N METAL 24" O.C. D2 c , EAVE LOCATION .. - -.•—- NOTE:SHEAR DIAPHRAGM 0 FLASHING 2 14IWM ." MAY OCCUR ON EITHER I� �, FIN. FLR. Y4x8 FASCIA sh ►�� N FLR - . - SIDE OF THE WALL OR Y"GWB ,-. r � TYPICAL EXTERIOR WALL Cti TRIM HEADER PER ► ON BOTH SIDES. Y"GWB OVER SHEAR PANELS VENT BLOCK WITH 1 STRUCTURAL Z a �''� WALL 1, : . . J n BOTH SIDES WHERE OR SHEAR INDICATED a) RECTANGULAR ► 2X TRIM - ¢ o ► .•— INSULATION E WALL SCREENED VENT 04 QPER PLAN / ENTED SOFFIT OVERYz" FURR m c" W ► - AT RIM 2 2 2 2 2 2 Q(7.9 SQ. IN. NET �"'�� WINDOW �' - 1 :9 STRIPS AT 24"O.C. Z aP �— OPENING MIN.) .r F- �� SEALANT WINDOW 11111111111111 SMOOTH HARDIPANEL m ► "'•- TRUSS DIRECTION t. WINDOW JAMB \--BOXED BEAM 6 N •og" MAY VARY Y"GWB SEALANT ,,, i ,. JAMB 6x6 P.T.POST -- (BEYOND) r O PE,,_ ,,� TOPS CTION l- 7 IN c Ya"x1Y2"CORNER TRIM ----v---�-- 1 ": •, L BACKER-ROD& N. 6 SEALANT,TYP. b 6 j 6 6 6 ME 6x6 P.T. POST z�\/ 2404i !// f� - - '� IR SMOOTH HARDIPANEL z / °i o �� 1010,----11111."1 -6---• � � = 5 Z 1X OSB RIM BOARD I s r //// - - `^ U) 6x6 P.T. POST BASE PLAN "'� D1rip /ax4 WOOD TAPE &PAINT GWB TYP. Q WITH ABU BASE i SEE S SHEETS FOR SIDING OVER EXTR. -woe m , - TRIM SMOOTH HARDIPANELi gli i STRUCTURAL INFORMATION WALL SHEATHING I ` ?No& D1 AT GARAGE BACKER-Floor Trusses . ' JAMB WITHOUT TRIM &SEALANT,ROP- D JAMB 2x6 TRIM BASE SECTION11011111111111111111- Perpendicular :: HEAD AND SILL SIMILAR (ALTERNATE, NOT SHOWN) cu I �i J �--f--�SIDING REAR COVERED PATIO COLUMN EXT. WALL AT MAIN FLOORh . (- i TYP. INTERIOR WALL v 19 RI 1" = 1-0" 1-1/2" = 1'-0" SECTION 3"= 1'-0" PLAN L, A SILL INSUL. _ CS SEE FRAMING 0 0 PLANS FOR -3 3Y"WOOD TRIM .. HEADER FIBER-CEMENT SIDING OVER ��'' 4 SIZE BUILDING FELT AND 0 —�'I TYPICAL EXTERIOR WALL INSULATION \ SHEATHING. L ° U Wag" D2 E ♦ 4> > �-< 1Ya"X 9Y" LVL RIM D1 �-✓'lax4 WOOD -------------__�____ ��___a i 2 " " �4 FINISH FLOOR CONCRETE SLAB 1Ya X 9Y LVL BLKG. rinrrill /tTREM ■�SLOPE 2 /// /// /// /// ///I ar r rr of ai ar - ------------- WINDOW IX •E S �, ��-�� 3Yz"WOOD111 WINDOW i •f FLASHING 2 2FLOOR18"CLEARANCE 'p 11 �• r, TRIM WINDOW JAMB 4 � M �1 r - FRAMINGL. TO GRADE N � • -__ � � _ 0F mgr,. PER 7 y ! 1 = 2 ti1 A • r STRUCTURAL I II I I I i tv Q� H Z 1 =-rte , — I pi SEALANT WINDOW1f -I - —! I I Lpot- - u`_ 2 6„ I i- B /r� __ b - , 6 0 a s s 2x TRIM 3 >► j a THICKEN SLAB TO I o D) < BACKER-RODQ ° 2x6 PT PLATE A MINIMUM OF 2" &SEALANT,TYP. % - 78"GWB OVER 2x Q a. /ax4 WOOD TRIM STUDS AT 16" O.C. BELOW GRADE s SEE PLAN , 3Y' WOOD TRIM -a �-- ° ANCHOR BOLT A B JAMB W t a o 0 a 0 HEAD REPRESENTATIVE ELEVATION T 0. FIREPLACE ON-GRADE PATIO SLAB WINDOW DETAILS UNINSULATED EXTERIOR WALL • Job No.: 15-03 20 I PLACE FLOOR CANTILEVERi _6) O 4 • SheetNo.: W 1-1/2" = 1'-0" SECTION 1-1/2" = 1'-0" SECTION 3" =1'-0" 3" = 1'-0" PLAN Z Sheet Order: A S D D2 COMPOSITION SHINGLES COMPOSITION SHINGLES _;_ __, -:1 -- . --.....4 OVER#15 FELT OVER ROOF OVER#15 FELT OVER ROOF = � + 1 SHEATHING �_. SHEATHING I + D2 4 --� � ► 1� SEE ROOF PLAN SEE ROOF PLAN 4 4 • 2 6 TYP, FLOOR CONSTRUCTIONS INSULATION BAFFLE FOR SLOPE INSULATION BAFFLE FOR SLOPE ♦�.�� OSB BLOCKING 1.1111° A — N ""� i 1 HEADER PER ..�� z 6,, \ 12 VENT BLOCK WITH ��► 12 VENT BLOCK WITH • 1 = 41111111111% �.�� RECTANGULAR RECTANGULAR > - _ STRUCTURAL ��. SIDING - - �"? \` : T: IATbO 'vi1,.MIN. R10 RIGID �� ' SE FRAM!VG PLANr• F R a• I JF41+R 0 + �r �"FLASHING ' 1 I f �!� ,,_ � M10z, NG Kirkland,Wgshington 98033 � . . l . . . • 1 Ai D2 , IBEAM PER I_ SEE ROOF PLAND2 + P:4254547130 F 4256581208 2 6 , �,,..- A. �._w R10 INSULATION -81111m11111 - �� -r-- w'.+� II i FRAMING PLAN FOR GUTTER D ' SEE ROOF PLAN Web:www.milbrandtorch.com i. �i� 10 "\ , go ' I FOR GUTTER •�� PER PLAN LOCATION PER PLAN LOCATION SEALANT _40. i❖:� j Or TYPICAL EXTERIOR WALL I, 1 I TYPICAL EXTERIOR WALL ,,, D1 VENTED FIBER- HANGER *. 4 PROVIDE 2x8 BLOCKING o. �• CEMENT SOFFIT CUT TAILS BACK AND INSTALL (FOR DRAPERY) EACH SIDE CUT TAILS BACK AND INSTALL OF HEAD AT ALL BEDROOM �� NO WALL OR ATTIC 1�i FRAMINGSTRUCTURPLAN FASCIAAL PER NO WALL OR ATTIC FRAMINGSTRUCTURAL PLAN FASCIA PER ��'' , P AN INSULATION AND BAFFLE 1I INSULATION AND BAFFLE W ' n''^`" 1MPSON AND GREAT ROOM WINDOWS -"�, PER L AT GARAGE AT GARAGE 4,0 •-3 (-) (TYP.) VINYL SLIDING GLASS DOOR �► ri-- tp KI• AND, A. ,� ,� 11320 PATIO DOOR HEAD UPPER FLOOR CANTILEVER TYPICAL EAVE AT WINDOW TYPICAL EAVE 5 1 � � 17 1 1-1 2" = 1'-0" SECTION 1-1/2" = 1'-o SECTIONF �' 3" = 1'_0„ SECTION 1-1/2" = 1'-o SECTION / -a , COMPOSITION SHINGLES 4, . SEE ROOF PLAN OVER#15 FELT OVER ROOF L FOR SLOPE SHEATHING PER ROOF PLAN COMPOS►TION ROOFINGcp .. `" GWB \\:- VENT BLOCK WITH ROOF JACK VENT a' 12 VENT RAKE FLASHING ;% "_ " I • �, \`�"�" RECTANGULAR `._. �► = 6 ABOVE BATT INSULATION OR SCREENED 2 2' SEALANT 12"ABOVE BLAWN IN `"_= (7.9 SQ.IN.NET 1x3 TRIM o a INSULATION- �� OPENING MIN.) SEE ROOF PLAN ROOF SHEATHING _ FOR SLOPE 7 �i ► \\ „` � 4x8 TRIM - END TRUSS oc 12 -- Ei4 METAL ►�._ .= 1 ' EAVE Iiiiiiiiit i�� SOL(D BLOCK OUTRIGGER 1. ilr, s!! a_1 I a FLASHING � r �, 0 --- - - - - I - VI _ SEE ROOF PLAN # . .TN A S N n I a FOR GUTTER 6 "'='� METAL -_t �� LOCATION _„�,,.. \�, EAVE �, SIDING,SEE ELEV. 1-L TI I S LAI 10 © /" FLASHING o FOR TYPE SHIM, PER DOOR 2 SOLED 2X D2 6 `" 2X4 TRIM MFRS REQUIREMENTS 10 �"�/� BLOCK TRUSS411) SEE ROOF PLAN �- o .. PER PLAN � FOR GUTTER � •i-_ - SEALANT AND BACKER ROD D2 �0 o c PER DOOR MFR INSTALLATION D2 :!..r ;; ( PER PLAN j LOCATION '�., �, REQUIREMENTSi ► TYPICAL EXTERIOR WALL '� ► �'' z Q TYPICAL EXTERIOR WALL ii► SIDING OVER SHT'G. 1 ON�: NO WALL OR ATTIC ;;►�"" NO •WALL OR ATTIC ,. ---•" 2X8 FASCIA I ► �!'' INSULATION AND BAFFLE INSULATION AND BAFFLE 14! AT GARAGE ► II AT GARAGE :r. SLIDING PATIO DOOR IAMB RAISED HEEL EAVE EAVES AT SIDE OF UNITS GABLE RAKE DETAIL 18 10 2 CD a r B�� = 1'-0" SECTION 1-1/2" = 1'-0" SECTION �.,._ 1-1/2" = 1 -0" SECTION 1-1/2" = 1'-0" SECTION o DIRECT VENT CHIMNEY CAP 1 , m PREFAB 1-PIECE ' o cipc 04 GALVANIZED METAL - r N COMPOSITION SHINGLES COMPOSITION SHINGLES iii Q CHASE COVER ' ` -10'-0"�- OVER ROOF SHEATHING OVER#15 FELT 2 ow R SEE 12 SEE OVER ROOF SHEATHING (10 CLEAT J - I�•�•�♦Tvy� OOH o ELEV.�/ ELEVATION — METAL RAKE COMPOSITION ROOFING METAL EAVE % ��.ei FILL SOLID WITH n, „r x 1--�� FLASHING OVER ROOF SHEATHINGa) FLASHING ♦♦!.. RIGID INSULATION / - "� �, �_. �. .siM 2x BLOCKING / 03 13- 2x$TRIM .41L 4.��+�.A a CLEARANCE PER \ m rill OUTRILET-INGGERS G _ .. 0,� - ARTATI,.- -.4000001111 r PIS OUTRIGGERS a -,,,� FIREPLACE MFG. _ H GH PT.OF .� ,. �� YE 4� � � n2 ��., R PE ETRATION I01 tif t�. TOP OF PLATE METAL EAVE / �i�� IOOF N �� .i� �i ------ �) tTf ,v METAL EAVE FLASHING Ave TOP OF PLATE grit 1-HOUR EXTERIOR WALL •2 G\AB FLASHING ©� , A 4,-. -------SIDING O/ / ; Q T ' !/� �� s GABLE TRUSS • c.. ! METAL GUTTER /ax$ FASCIA 5g"TYPE 'X' GYP. WATER R1SISTENT GYP. BACKING BOARD i s ry'r� "Cr"'--' [1111- 1111101 SHTG.APPLIED WITH 13a" APPLIED TO STUDS WITH 6d COATED ••••••.,,,.., -,.,,z. 14x6 FASCIA $ � ' ATTIC I ( �� 14x6 FASCIA �� GALVANIZED NAILS 4"O.C.0/ NA LS 1 I =,�� ,i-4j' 1 HOUR EXTERIOR WALL 13 2x6 STUDS AT 16" O.C.W/ -*—%"TYPE14' GWB (2) LAYERS�" IF 6" I III, �� SIDING OVER a Z TYPE 'X'GWB "'� ► �I SHEATHING �+ BATT INSULATION i SIDING ATTACHED THROUGH DIRECT VENT ELEVATION FIBER-CEMENT I 4I 1.► �� I Q SHEATHING TO STUDS FLUE N.T.S. SOFFIT BOARD rall ��,r NOTE:CHIMNEY STYLE Aik ►��' ''—i� 4�1' 1-HOUR EXTERIOR WALL D2 INi"'� = ' GA FILE NO.WP$105 SECTION VARIES, SEE ELEVATION. '' ci) 1-HR FIREPLACE CHIMNEY OCCURS WHERE DIRECT VENT IS NOT ALLOWED 1Th 1-HOUR FIRE-RESISTIVE EAVE AT FIREPLACE FIREPLACE ROOF NO OVERHANG FIREPLACE GABLE DETAIL. V 05) 11 c 1-1/2" = 1'-0" SECTION �.. 1-1/2" = 1'-o" SECTION 1-1/2" = 1'-0" SECTION \.. 1-1/2" - 1'-o" SECTION L f+ _ 1 -HR FIRE-RESISTIVE WALL AT FP 0 * tz Imo R E 1-HR FIREPLACE 15 "4"11111q I. 5/8"TYPE 'X'GWB VINYL WINDOW .I, L q O CHIMNEY D3 1 HOUR EXTERIOR WALL `��! 0 _ 0 4. '' COMPOSITION SHINGLES �"'�`""- ■N- OVER#15 FELT 1110,WI�If/� 0 �" N -■�� 9 SEE OVER ROOF SHEATHING WOOD TRIM TYP.SIZE Cv SIDING OVER 5/8'TYPE'X' { D1 VENT BLOCK WITH RECTANGULAR ELEVATION I� NOTED ON EXTERIOR ELEVATIONS. ■i i GYP SHEATHING OR 2 6 SCREENED VENT(7.9 SQ. IN.NET 12 r'. )�-■,,— /� at CD, 3 DENSGLASS SHEATHING ar ar /1/ OPENING MIN.) X r— � �"+'°_;g z ..... s /�� ',� Flim.....,,,, � ; �� C 'o �♦ INSUL.BAFFLE 4 •-‘ MTL. FLASHING it L INSTALL SOLID RIGID ♦♦♦�41/1! I �. P: " _ t _ anna /i�l� :. •� (� AIR IMPERMEABLE ► C m METAL EAVE ,,,,,IA �� ~ � ' ``'�; COMPOSITION SHINGLES Q� �c Z INSULATION IN CONTACT k 2 FLASHING NA,Alp �A. 1 TOP OF PLATE AVER ROOF SHEATHING _ WITH THE UNDERSIDE ': /♦.V 4 �I — "�� _ OF SHEATHING AND I 1( �, CCf INSTALLED TO ENSURE 2 -- • , -a. 0 THAT NO AIR SPACEa" � � �' 14x4 FASCIA �� ',�^•- " EXISTS WITHIN CAVITY a � :�� 2x FRAMING a a jzi 2x6 PT i��' ��,�'�� o < 0 PLATE 4j' r o >i a _ �.r,,,--�4 TYPICAL EXTERIOR RS PLYWOOD OVER (2) LAYERS%" a ` 0 . --. 111' WALL W TYPE 'X' GYP SHEATHING OR d 1 DENSGLASS SHEATHING 44x a 1 -HR FIRE-RESISTIVE FLOOR AT FP _- J 0 1-HR FLOOR AND WALL AT FIREPLACE FIREPLACE ROOF ® WINDOW SILL AT ROOF a Job No.: 15-03 ` Sheet No.: 1-1/2" = 1'-0" SECTION `., 1-1/2" = 1'-0" SECTION 1-1/2" - 1'-0" SECTION Z D3 Sheet Order: A S D MAIN GARAGE ii...___kalligi FLOOR -.1•111. 1 117/'8" RFPI-20 @ 16" O.C. lallow- il . --- .-- -. - - -r-Sly----r IIIWW* GARAGE FLOOR-TO-WALL FLASHING ,1i MAIN _00 FLOOR FRAMING PER . 117A" RFPI-20 H GARAGE 1.40.0, EXTEND FROM UNDER FLOOR GARAGE IOW., ' STRUCTURAL RIM 0.C. FLOOR FRAMING :.Iftifil 10 1 t•- _- I 1 _ I _ FLOOR MEMBRANE UP WALL 'OW- ° 1 1. -,dip: MAIN 1:01:40 PER STRUCTURAL 9 1,618 D1 DBL 117/8" RFPI-20 @ I = 7 1 FLOOR-TO-WALL FLASHING FLOOR-TO-WALL FLASHING [WU- FLOOR FLOOR-TO-WALL FLASHING ift D1 WATERPROOF 'm 11°A,Igeft 19.2 0.C. PER STRUCTURAL I -- - . _ I EXTEND FROM UNDER forw- 1,' EXTEND FROM UNDER MEMBRANE OVER "-/N, EXTEND FROM UNDER 4f, .27 ..: • . _ • - . FLOOR MEMBRANE UP WALL 1 MEMBRANE UP WALL ' *argitieldfaitili-it tralrittill iy8" P.T. PLYMOD *, rimi--- 1 , i - ,°111111til i MiyW El:MT pEBTRRP ApR LN°yE w°OF 0V oE RD E:e,1 L 1 rlyilivillin I_ . •..... • .• .. i R ' ; '-- I [ PER FOOT . I I 11,1.-----=--v Milbrandt , . ..„ :-.., ... .. ..... ..,.. -.:- , .. .-.. inal 6T---10.131111011.11. T 11 :1 Archttects . • • • . .. . • • • . •• . • .. . ...... •.... inommummainamin .% .. •. .-% • ., .. .. •....,• • .• % • ... ......• . . • „ , •• •-- ' . • '-- a•-• -'-- , - -•• - 2-"1" 6 --,%--I - :,----4.:•------.•-----::-=.7-= -__ __ --Am..._ ' 25 Central Way, Suite 210 2 111100.- 2 l'Ul LA/ Kirkland,Washington 98033 u:u Lc P-425 454 7130 F•425 658 1208 WATERPROOF WATERPROOF HANGER PER loWATERPROOF . . . . . . EXTERIOR MEMBRANE OVER OMPIP-- MEMBRANE OVER OPP- STRUCTRAL .m1.11-10 OW- 41 _c_ILL: MEMBRANE OVER Web www nulbrandtarch.com • " . . 1Y8" P.T.PLYVVOOD- Ow- liV P.T.PLYWOOD 411110-- 4 _no. illiMW6 , = 2 h Ai i BEAM PER .0.1.111. vio P.T.PLYWOOD s 411111."- 12 Lf- ° NOTE:THIS DETAIL -'6 • ,___ 0 NOTE:THIS DETAIL STRUCTRAL 1,......_1ftrol ,- 2 GARAGE r 2 6 NOT USED ON , F-- 4 ‘.1.'.'allV en 0 4" CONCRETE TOP Up Or Ya"CORRUGATED En L.L.: NOT USED ON PLAN 19 SLOPE Y4" 4% SLOPED(2)2x12 @ 16" 1W41 Ya"CORRUGATED 2 6 PLAN 17 1 ? u: PER FOOT PLASTIC LAYER I PLASTIC LAYER '1 -.4 1 0.C. PER STRUC URAL 40/11- 4 -6-1 u_: • ' • ,./° SLOPPED(2)2x12 @ 16" , 1 SLOPPED (2)2x12 @ 16 I -*WS CRAWL SPACE CRAWLSPACE ift. u_ O.C. PER STRUCTURAL O.C. PER STRUCTURAL ,I --wis. 41 Ile - ' 4 - o.......3 1.......6011- 03 DAYLIGHT . .-7r1-------Ir--- :-/ - / '-' CRAWLSPACE CRAWLSPACE 6- CRAWL SPACE mi.) BASEMENT tp KI• AND, A. ,,, .„, DAYLIGHT 1111:011111-1- 1 • BASEMENT OVA/ 1, WATER RESISTANT BARRIER ./2 WATER RESISTANT BARRIER ' OVER STRUCTURAL SHEAR PANELS OVER STRUCTURAL SHEAR PANELS . 9312" RPFI-20 @ 16"O.C. 11 ••-•"5°- STEPPED PER 2x6 P.T. PLATE .11,!. , 15111111111* 1:ini FLOOR FRAMING s"--------ADD 1S31-6::1 TO ! --.11111111, PER STRUCTURAL &) .f -lowirowliftfo' -4111111irwl 41: .i. 0C:.RFPLF01-02°R @FRA16M"ING PRSTRUCTURAL 7/ • 2 6 - ,,*/ It-a------ • , 1 2-'6' 4 PROVIDE FULL )14"CORRUGATED i 1 wil I„1/1/6 II 1 PLASTIC LAYER BEARING I _••,,. . • • .-1 FOUNDATION PLAN :416.4 --1 -11111 9 STRUCTURAL 2x6 P.T. PLATE , 111E------111-::! % 2x6 P.T. PLATE-,\ 7 a6 P.T. PLATE 1Y8"P.T. PLYWOOD 1E111="4 ... 111E111= 4''.- \ ill I 0 1 I 1 1 1 • POST PER IIIEHIE;Ni% kl't 11E-111E-111E'N % 2 6 AI Fla 1 la 1 HI V 6 MIL.VAPOR 11 IEHIE-111E V 6 MIL.VAPOR N , 2.....""6 STRUCTURAL 111E111E111=m ` BARRIER i BARRIER Z= .° 11 • . z • SEE FOUNDATION PLAt ...0 1E111E111E _ ' 1 , -f SLOPE GRADE 111E-111E111=111 • I I - .11 - , FOR LOCATION SPECIFIC 2 , I 1 ' • CRAWL SPACE .'''.-. 111E111E111E111__A, - 1.1 AWAY FROM 111E-11 1E11 1E11 1E17-\% I id MIL.VAPOR I il.,• DIMENSIONS oc't 71.- 1E-111E-111E-1 Ell 1= •-...., E. • 11 . - 111E-111E-111E111_111= '`......,... Zo ...I•-11. ...r3ARRIER ;1.c) .-II. a i,4 .. BUILDING 11.-_'_7.-1 11E111E111E111E1 - '- --' .1 I 1:----111E-1 I IE-111E-11 lEi IIE-II = .-7---,--n37.-- , 14 R- C AWLSPACE 1,I • =_111=111=111E111-E1 LE11 1E-1=1E11 E. 1-_:----. . -t- ' - - - I - ---111E111E11 1E-111E-11E---111E11111E1 IlEii Ei 1 iEi F.-:-..--1 I 1-------i i ill i CE-11 iEd = i i r=-111:7_111-E-1 i E-71-11 iEiliEiliEinEil 1-- -1 i lEi i i I 4'-' El I Ell I 1E1 I 1E1 I 1-7EI I 111-1-1 I I-1 1 i r---IlialEiE I HE-M=111E-1 1 1=-=-1 ilEi i iE-1 1 1=1 1 i I 4'. I i=.--=-1 1 SE:i Hal 1E-1 1 HI-lila i 1E-i 1 i------_--i i iH.----i 1 iE-iii.E-i i i I 41. i 11E1HE-111ER IEMEHIE:411-=ME-1 i 1 ,-. CRAWLSPACE 1-E1 HE-HIE-MEI 11-E11 1E11 1E-111-EMEME11 1E . i =111=111- i 4, 111E111E-111E-111E-111_111_111_111_111_111_111_1 . i 111_111_111_111_111_111_111_111_ ___1 ' I 41. ..4't 11E---M=1 1 lEi I-El 1 IE-i 1 1-----=-1117-=-111E-111E-1 I iEl 1 1 . 4 I s 1=1 I 1=1 I 1=1 I 1=1 1 1=1 I 1=7_11 1-' 1 1 IIIEN417-1-1P-IMIIMIWITI=17=1 I 1 ''• 1 A 1 EME111E111E-111F----111E111E111E111E11 1E111E11 4 I • 111E111E11 EllIE111E1 1E111E111=111 . I .1:3 1E-111-7-7-411E111E111E111E111E111E7111E-111E-111- 4 14 ,___ =I l 1-1-1 I 17-=-1 I 1-771-1 I I:=-1:1 I 1-=F-1 I I= iir-_-_--mEHEIHEIHE-_-_--IHEmEmEiliEmEdil 4 r El 4 1 iiiEmE7--_111EIHEIIIE---,HIEHIEHEIHEI ' I 4 FOOTING PER 111E-111E----111E-111=1HEME-11 1E111E11 1-1-111-7-:---111 " I 4 HE-----111E111E11 -7---111E-111E1 1 IEMEHF--------111E.111E-111 ' A 4 E-111E1 1E-111-Ell 1E111:7------111E-11 1E-11 1E111E1 1E-111 ° I 4 111E1 I 1E1 I 1E-11 :---111-E-1 I 1E1 I 1E7111E111 4 1• STRUCTURAL ..2 1-111-111- 11-111-111-11 1-411E111EMEHIEME-111E111=111E-111E-111= A . ' = = = _ -11 1E11 IEME- 11-ElliE-111E111-----------111E------11E------111E111= 1 ° -IIIE-1 I 1E1 I 1E1 I 1E-1 I 1E-ATAdYij4&EI I IE-1 '41 " 111E-111E111E-111E111=111E-111E111E-111EI 11==_111_=111E111E11E-.1 r=1111 ., . =111=111=111=111=tt1=111=1 ' =1111771-1-11[=111E-111-1-----111E1111:111.E111L---_-111E-111 .1 . El 1 1E-1 1 1E1 1 1.----------ri 1 ra 11--EiliE ' =I 11E111E1 1 1=1 1 11-_--1 1 1E-1 11E1 1 IE-1 1 1E-1 1 1E11 1 .1 . 1E+19E-'...-.---i-''HE--11+1=-1-H----_-= =___=-_117----HEH .1 . .,-E-1=1 I 7---:--,.. ====. --.----H-• El I IE---1 I 1E-1-1 I I-EflE-1 I 1E1 I 1-1-1 1 I lEillE1 I IE-1 I 1E1 1 1=1 I II---1 I IE , - 1 1-1 I 1.,=.41k41_1E1 I 1E1 I 1E1 I 1E1 I 1E1 I 1:::`. 4. I i '''' i=i 1 1=1 1 1=} 1 i-I I i-1 1 -I -1 1 1=1 I 1:-. 111E-1 I 1E1 I 1E-1 I 1-=I I IE-----I I IEJIJ 4. 1 .- ‘,-, - I I 1E1 I IE-1 1 1E-1 I 1.---=-1 I 1E-1 I ILt±-1 I l'-=-1--11 I 1;I-1 I 1.1=1 I IE-1 I 1E1 4 1 . 111=111=111=111=_-111=111=111=111=111= 11E1.-111E111E111E11=111E111 ., eff =111=111E111E111E111E111E-1 ---....... .g 111E11 F-111E-111E_-_--111E-111 111=111-E1- 11E111E-111=111=111 I 4 1E = - - - - 11E111---7-7-111E11E-111E111E111E-111E-111E-111E11 lEl I I ' 1 a I 11E1 HEI I Ell IE-111E-IIIE-111E-111E111 El 1 11-7-1 I lEl I 1-=-1 I lE1 I 11=111=-1 A I 4A 1 1E1 1 1E-1 11E1 11Effi-411E1 IIE MtITT±±T . 4 4 4 '"""".** li---11F------114 A 1 . ----II I-I 41 410 1 17-11(7-IPA •I . 66"6--k.°-ErrIE-TTEMEME1- IIIEBEIIIEHIEHIElliallE111EIE-111 A 1 ' -111E--7111E111E111E-111E111E-111E1 11E111E111E111-------111E1 - A . --- --L1.1:-. 1E-III=111=111=111E-1 E-111-111 **,... =MEM 4 4 A 4 ° 111E111E11 =---illt*. 11.17 4 A 14 • A fs° fe III' 4 • • iA • • 111E111E111E111E-111- 1 1E111E-111E-111E-111E111E111E-111E111E111E . - I° A-, • 11E7111E111E111E-111E111E-111E111 H-111E111E111E111E12 A •IA -111=111=111=111=111= 2 1 0 ° 11 A 4 1., 4 . -EWE-111E111=111:T - =111E-111E----.--111 -7111F-------111E111-=-:111=-111 .4 4 1, 4 . 111ElliElli=111E-111-EillillE- .0 I 1-=I 11- 111E-i I IEH I 1=I 4 . • 4 - A 1=1114-1=11-1=111=1- 117-_-_-111-1-_-1 . 4 1=111=111=111=11 c' .- ,=. ' • ( . .- ' /--- CONTINUOUS 4" tiAirk:. ° . • 1 A...1...:... ;I I IEILIEttlEnlEil EI I IE----741 IE-I I IEHIEI IiEI I I= ° . • 1 • , . % iiEHIEHIEHIEHElial - lii-E-iii-----litElliEdil .. . u a 4 --_--ifiETITE-Frt.-4RER: Ei 1 5--1 1 1-_-:_ 4 EWE-111E-111E1TE 11E111E-1 * Ai '/ ,/ 1=111E-111E111E11 , Cc2- _ PERFORATED WI . • '"' • -HI-HI-Hi-HI - 11E111E1- 11-E-111E111=111 . • -"---''T i I IEEI HEI 1 I-Eil IEII I:= HEMEMEH 1E111E' ° 1:. " A " Eli IEdi iEli 1-----="1 1 i----Ei ElliEllIE 4 '4 4 A EIJI-EWE-111E01=- 4 * t • ,-- -__.0--r."/ I DRAIN PIPE AS =111 -7-111E-111E---111= • . •* ' HEMEHIEME-11 - E-111E111E-HI:--=-7111=111 11===i15---1 4 4 ' lEl I 1E1 1E111E1 I CONTINUOUS 4" PERFORATED -------/Li 4 A° '; A° 4 : .1 I IF I Ell IF I H-:-.1 I IF HEI 1 17 -III -----dirEillElli . 4 t 4 A IHEIHEIHEI i rEl IFEI E-11H -111:--/1 lEl 4 4 A4 t 4 a' 1E1 I 1E1 I IE-I IlEdil-=-:=1 SPECIFIED HE!liEdirE 1 r=.111-ifi=111=111=iii= HE-111E-111E =1 1 1=111=116111=m=111=111=111=1 1 1=1 1 1=1 11,111=111=1HE - i 1 1=1 i i-111=111=111_1 1 i=g-_,1 DRAIN PIPE AS SPECIFIED 111,--1 I I-111.-111-111-1I 1_111_111EIHEIEEH I. E-111E111E=-111E-111- BY ---7--111E-111= 11=111=111E1 HET IL-- BY SOILS REPORT. SOILS REPORT. EHrEI 11=----111E-11 EI HE--_-_-111E-111-E11 1E111- "' 11F----111E-111=1HEI11411-E11 1------11 LEI HEI 11E-1 HE 11-111-111-FiL111-111122111w1e111Lullnill11-111-111 1H------111=-1 11E111E111E111E111=111=111=111E-7111=111-7-111=111E111E-111:7,11 11T-_-_-111E-111E-111E111E111E111E1 1 It-1 t, 11=111=111=111=111=111_=111E111E1117 1--3-_-_-111E111E-111=111=111E-111 -_-_-111E111E-111= INSULATED 0 BASEMENT WALL AT GARAGE 14 BASEMENT WALL AT GARAGE *1 STEPPED BASEMENT PONY WALL C6) BASEMENT WALL AT GARAGE POST AT GARAGE CRAWLSPACE „...-t2 co. .. SECTION 1" = 1,-0" SECTION 1" = 1.-0" SECTION ...../ 1" = 10" SECTION 1" = 1.-0" SECTION .- -N. a mr.... t=4 NOTE:SEE PLAN FOR SINGLE 117A" RFPI-20 @ 16"O.C. 0 OR DOUBLE FRAMING FLOOR FRAMING PER U) CONDITIONS STRUCTURAL MAIN ...-1... 1.woriatall- . co . 4 9 FLOOR 117/8" RPFI-20 @ 16" MAIN FLOOR amm....... 1 O.C. FLOOR FRAMING 9 ...,-----.0411; D1 13/4x117/8 RIGIDLAM LV Di .. ..-..-11- • PER STRUCTURAL STRUCTURAL PER STRUCTURAL o' - 4 ., N C I T 7 y 1 - T ' ' " 1.111r if I r 7 AS C9 oa lina Iii i film iiphi le -.4011. 1 -roe 11.1. G-• 0 C3 Iii" ':.. i --la INIIIMIIIIIIIII as EXTERIOR 13 61) E ir.' ... • . . ._ ., . Iro----..... .--0 im ,,1 L., 1,001 u, 1 100„...----46.1 z<> ilisi..1 -01k „ -00 zc> D2 riiii.1 -FC sz 2 -mop .7t- 11100-- , LA30 ...-ris 01,,_ "414111 i F-- . 0. u-: DAYLIGHT L, 13 Z CRAWL SPACE in LL: ,rmi"vip, BASEMENT 4.1 to 4t A 514: c‘.3 - tn2 4 03 '1011rami' a&.NNe - 1 Lt) DAYLIGHT co PONY WALL WHERE 01111.W... 4t BASEMENT NEEDED PER FOUNDATION 9Y2"RPFI-20 ®16"Q.C. 11W-11.7."1 HEIGHTS ' 1 9 FLOOR FRAMING law- 41 lowit_it DAMPPROOFING COATING , D1 PER STRUCTURAL 0 2-1.-6 11'.11-1.1 WATER RESISTANT BARRIER 1, -.00/ APPLIED ON ACCEPTABLE ._ .' , .i. - spiA.- -7-4.-- --r--,--pc OVER STRUCTURAL SHEAR PANELS --01111/1 SURFACE (10 l' 1- 1.11 Itiftel "TUFF-n-DRI" 1 j 1 1 1%1 FIBERBOARD 4-' tit GUARDRA‘L--. .12.1- C 03 1 illidrIllail BACKF1LL WITH 1)Z"WASHED 1 e•.. 2-•=76 DAL I 'Mz< EXTERIOR OPEN CEDAR DECKING 11/"TJI's c I) C 1,, _..%,, I 111111111V!tilt DRAIN ROCK LEAVING CLEAN TO THE TOP 1 2% "rIffri•COMPA NUM rIIIM'irdlIM LWIrd•%I FLOOR FRAMING IRECTION MAY VARY E I'm os E . P.T.2x8 JSTS AT 16" 2 11, 0 0 • H---E111-7 • 2x6 P.T.PLATE 1 I 1 A 1 11 WATERPROOFING TO FULLY i,)i CD RIM 0 I P.T.2x8 .C. 111E----111= \- 1 XV .. COVER FORM BRACKETS , . 2x10 FASCIA 0 , RIM Ititill 1111111 HATCH OPENING W ° 11E11E11 1E-1'N (POUNDED FLAT)LET CURE 1 2,>r ._ DIM. POINT 4 IREHHEIHE 6 MIL.VAPOR DAY SEE FOUNDATION PLA$ 0 PER STRUCTURAL > 0 4.a HEMEME111= 1.- 1 I • CD 0 IHEIHE-HIEHL_ 11 • ( BARRIER _ - 1 i • ° FOR LOCATION SPECIFIC TAI HEADER PER STURCTURAL 1 t..._ III > 8 E (1) 111E_---111E-111E-11E111_\. ' I- . ' 1 k° SLOPE GRADE 1 IA --- DIMENSIONS .'- mom _AWAY FROM Ip -f ,-1 I° 4-• 0 1 11E1 HEI 11E1 HE1 11= .**%•,... 'ec) 4 I I• ---...---- p •- PER PLAN A , ......_ . AIR LEAKAGE Ce C If NO •-111E1 11E1 11E-111-E111E-111:77.-_-111EFIJE111=111= 11" LI" • 'f • 1 = IF, PER AF103.4.10 111E-111E1 HEIHE111=111EIHEI1 1E11 1E11 1E111E1 1 r 4 I 4'. ., -_ _ ..tatIt ›(1 I 4a- I GUARDRAILS ARE A DEFERRED 24X30 CRAWL SPACE = cli It MEI HEME-111EillE1 11E1 11E1 11E-111E-111=111= • 1 °,2, CRAWL SPACE -' ilE-IIIEIIEII1_=111=_roarv< i -. I . CRAWL SPACE . 1 S U c13 Mo INT TNAE LANA sR Ds HR AAILLLS BAEN D ACCESS HATCH III RIGID INSUL. FOR via a) 0 1 HEIHE--2111E-111E111=111E-11 1E11 IE_-_--111E111E11 1E111 4 I • ' I 1=1 1 111:1-1 I 1--- -11:1 I 11 1 laiii".tt ,><< 14 I. II.A. 1 1 (13 1.0 .... I I laillEMEli Eli Iil 1E111E-IIIE1 I I=II LEI Ii= 4 1 4 I I I-1 I I-I I I-I I I- 04. 1""lup ' I ' I '4 SMOOTH HARDIPANEL 1 6 1 ' DESIGNED FOR A LATERAL HATCH DOOR UE-1=111E111E1 11E111:=-1117_-_-----ff-FaElliEHIE111 ' „I •44 _8 :„,/ ,' >< I 1 4 1 ° ' ° I LOAD OF 20 PLF. CRAWL SPACE 4,...141 , DAYLIGHT C "1-7111E1 11E1 HEIII=111=111=111=111=111-111- 1 -7-111:-E111E-111==__--111E-111E1 I 1E1 1 l==-111E-111EI I I .1 . L..)•707 xi . j . 6x6 P.T.POST . .1, I cv c> BASEMENT -I 11=111E11 IE-111E-111E-111E-111E------11E----111 d' 4., ‘ ' 4 I a' - TOP S CTION Jo . HANDLE HARDWARE C A9 0 --III=111=111E111=111E1I1E4-j I 4' r --- , l I Hi iii=iii--= 00 .,-- --,.---- . ya-xv2"CORNER TRIM rw------ 0 O. an 3/4" FINISHED GWB .11==-'11) 11-- • .1' . - -111EHE---11E1111Ej' S • '9/ ---"--" ' 'I 7.-v 111=111=111=1 6x6 P.T.POST 111111 >1 4 4 1 . . ' 111=111111^111E111. RAIN SCREEN PRODUCT ° ..)** 4 . .4 l' ' ' A =111=111=111= SMOOTH HARDIPANEL #116,,1 . 34" PLYWOOD h9 1 ... . /, 4 A 111=111=111=111= 00 a 'A i' . 4 • 7.4 • 1.L. . • ; HIEHHEIHE-111=1 OVER TOP OF FOOTING, Q • _,,,.. • ' (4.: ,, • ; -I I 1*1 I I*I I 11 I ...., I I 1-.........1 I 1i I 1.---I I 1 4 0 ----; ME-7111E111E1r RUN PAST COLD JOINT 18" u 4111V• • - ( 4.. „: • =111=111E-1117-1- 6x6 P.T.POST BASE PLAN 1 2 6 .! Ilium.. WITH ABU BASE ; t SEE S SHEETS FOR ...., Nom CONTINUOUS 4" PERFORATED T . t 4 A 1 HE1 11E1 HE-I CONTINUOUS 4" PERFORATED I ° t 4 ' 111=111=1111 I i STRUCTURAL INFORMATION IIW.IIIP-6 - DRAIN PIPE AS SPECIFIED 111=111-111-11 I-1 1 1-1 I I-11 1-111E-111E-HIEJ II' DRAIN PIPE AS SPECIFIED 111±±111t111EITII=" 1-111E-111ETIEFIIE SMOOTH HARDIPANEL1 i 1 . 1-'c"-b-u BY SOILS REPORT. --7----111E11=-111=111-EMEIHE-111EIHE----111:- 11=111=111=111=111=111=111=111=1117 BY SOILS REPORT. -I I I-I I i-i i I-il i-I I I-I I I-I I 1--ii oi =,---.111E-7111E-.1117E11E111E:11E111-77111- 11111111111111111111 . e.! ti. BASE SECTION 20 BASEMENTWALL AT CRAWLSPACE 16 BASEMENT WALL AT EXTERIOR REAR PAT1O/DECK COLUMN (---4.-. CRAWL SPACE ACCESS HATCH '- Job No.: 15-03 i' 1" = 1-0" SECTION 1" = 1,_0" SECTION 1 = 1-0" \\.. 1-1/2" = 1-0" SECTION LI Sheet No.: - cjw Sheet Order: A S D L EXTEROR WALL ► «01111.- II. _ 1 1 WALL-TO-ROOF D2 .�,,,.. ;_ FLASHING 44- 1t I i _ —, COMPOSITION :.-..-..-._ I \•:, 12 SHINGLES OVER#15 1 # I �- '� FELT OVER ROOF 3 INTERIOR 4� `‘ s,„.. SHEATHING I t "��j 2x LEDGER ;._ - 4 Milbrandt 360---- TRUSS HANGER PORCH ROOF ArchItects TRUSSSQESFLOMONO TRUSSES °` • PER STRUC. AT 24”O.C. 25 Central Way, Suite 210 - Kirkland Was i t�ng an 98033BEAM PER1s S P:425.454.7130 F:425.658.1208 STRUC. j 5/4x3 TRIM 1 ,- ` -= Web:www.milbrandtarc6,cam PERFORATED OD A jj6 2 # FIBER-CEMENT SOFFIT- * D1 ;`,,,,�_ 1- 1x3 TRIM AT PERIMETER— INTERIOR , OF PORCH CEILING W '6711•161 SMPSON 2x10 TRIM AT -- -4 t *� PERIMETER OF PORCH KI` 'ND, A. ,may �, C--i' PORCH ROOF AT ENTRY 11320 .7„, INTERIOR 41111111100- 1 =1" = 1'-0" SECTION OF d CAULK BUTT JOINT • z 2 2 WEATHER-RESISTIVEBARRIER STEE S DIINDG ONAILSAINLESS I©© r /f '%� .. BARR SEE MFR INSTALLATION Y" PLYWOOD SHEATHING FIBER CEMENT STUCCO INSTRUCTIONS FOR �'A ,, j �� iiirliqr.... . aGALVANIZED OR STAINLESS FINISHED PANELSNAILING GUIDELINES ... 6 •6 , � _ v; ' � . / c o_ I STEEL SIDING NAILS - SEE MFR 2x6 TRIM "BATTEN" "\1 // ,N I . INSTALLATION INSTRUCTIONS WEATHER-RESISTIVE 5/axTRIM �� _ FOR NAILING GUIDELINES BARRIER / t CAULK BATTEN EDGES STUCCO PANEL- L i 44 __ Yz" PLYWOOD T T SEE MANUFACTURER vz » Ya" GAP BETWEEN PANEL SHEATHING i FOR INSTALLATION ti .r�—AND FLASHWG FLANGE i� 'a�► INSTRUCTIONS 1 P **DO NOT CAULK* �_ ..: ,. _,. µ.,. : . a- { -= / BACKER ROD 4 /7/ fff --"y'.. F lff F �,f-/ .:f�f / c - -} "Z" FLASHING 7 r i 1 r f-il _ AND SEALANT Vel,/" .poiLsimpii ma! p 2. 11111 a •. 2x6 TRIM r „Iii 6 2,_...iiimailt y s FIBER CEMENT 2x. STUB WAL @ 16 O.C. j4, ,d‘l rer - c Q STUCCO PANELS r 2x6 FRAMING SEE PLANS 2 a 2x6 STUD WALL @ 16"O.C. BRICK VENEER, X"TREATED SEE MANUFACTURER PLYWOOD 4' UP FOR INSTALLATION EXTERIOR FROM BASE INSTRUCTIONS -o FAUX HALF TIMBER - HOR. FAUX HALF TIMBER - VERT. BRICK VENEER RECESSED ENTRY co �4 1C} a N 3" =1-0" SECTION 3" = 1'-o" PLAN 1-1/2" = 1-o" PLAN t 0 c- a— —TYP. FLOOR 1 1 Ilia '�" CONSTRUCTION !, l'. D2 0 ,i 0,2 - . C: m I� W. FIBER CEMENT SIDING Q ■� N OSB BLOCKING '>�'�� OVER SHEATHING 06 ct t1PLYWOOD WALL CID U U / ., I, 2 _6 SHEATHING11111 V IX SEE FRAMING < RIM BOARD FRAMING i, CO t WINDOW WINDOW PLANS FOR r i - � SIDING �_ HANGER METAL FLASHING, Q �, COi CO HEADER SEALANT — SIZE . .I FLOOR J= i=; U 0) INSUL. PLACE BEAD OF CAULK m Yz"GWB SEE FRAMs FLASHING UNDER FLASHING I� II II= Q 3 METAL FOR FU •a S s a re I N.AU L - LRIPPED 4x4 TRIM I " BACKER ROD & \_,P7 _1� �` INFORM• • Tem ' <r —BACKER-ROD & -� FLASHING CD . a 2 6 riii� SEALANT,TYP. 6 SEALANT,TYP. 4 ' r 5/4x8 TRIM, r�� { �yr -4 2x6 TRIM PAINTED f//// i-K\ MIN. R-10 INSULATION _� If_ - r ©�� z 2 6 6 ♦ / Y z 6 I�2 / Yz"GAP BETWEEN / iPi co HARDIPANEL AND0 ....• �� 2x6 WOOD 10 `� 6N. K • 6X6 CORBEL / .> a {BEYOND} TOP OF FLASHING O 3x3 TRIM WITH TRIM i v, d; Y4"TOP BEVEL �_ 2 D1 i� 2X10 TRIM DO NOT GROUT , w a Z 2x6 WOOD TRIMOil SIMULATED /11111 ,�, 2x WOOD TRIM " 0 STONE OR Q WINDOW PER PLAN r o FA1 BRICK VENEER % 11, I, - 4 HEAD 4111111111°- SEE ELEVATIONS I► _ FLASHING *- i i ;� i. METAL FLASHING BUILDING PAPER > /�� BRICK VENEER ry � f .�- ��%f/. OVER SHEATHING SEALANT UNDER SIDING,TRIM 0 .• t... SIDING .. SIDING 111 AND FINISH MATERIAL. �, 1 ti -L WINDOW UPPER FLOOR CANTILEVER 7 A SILL A SILL 11/2" = ,' o" SECTION 3 EXT. VENEER TOP CO ALTERNATE C - 94 1-1/2" = 1-0" SECTION L }' c C CC CD 0 0. —J I I I —, CC.) HEADImillE E — /"GWB SIMULATED _...0010 FRAMING 0' TYPICAL EXTERIOR WALL Y„ STONE OR C V X" PLYWOOD BRICK VENEER ,,,,� `' SEE ELEVATIONS, ��'� > c '�'� 4.. t . . `. ., INSTALL PER //"-iirers: INTERIOR �jQ, 8} {f,2 2 2 2 2 MANUF. INSTRUCT. 'terFINISH NOT a/' 0 im Q)'1 SHAWN WINDOW �f --"1111114 �� •� s WINDOW WINDOW JAMB • =, .E_ ,) S SEALANT JAMB SHEATHING / �i` 0 s. 0 IN L. II 4 rCO mg I: Z B D ' 6 6 6 6 1 6 _ BUILDING PAPER OVER // �' CT a c C SHTG/CEMENT BOARD, 1 Tic 1 rigir.-- UNDER SIDING,TRIM / � O _- ��f ' ' I AND FINISH MATERIAL. % R F• I {, .1�( G 0 Ey co >, _ A 1 io c! (3)>1 < -BACKER-ROD BACKER-ROD �� 2......m........ �N. HT. PER FDN. PLAN a 2xSIDING 6 WOOD TRIM &SEALANT,TYP. &SEALANT,STYP.- 2x6 2x6 TRIMa • SEE STRUCTURAL 'c''' A to FOR FOOTING SIZE . 0 B JAMB WEATHER RESISTIVE p JAMB = = a AND REBAR a a REPRESENTATIVE ELEVATION BARRIER BEHIND TRIM - I� ENGLISH REVIVAL WINDOW DETAILS EXT. VENEER BASE '°�" 15-03 C-16) 4 LL Sheet Na.: 3" = 1-0" 1-1/2" = 1-0" SECTION Sheet Order: A S D D 5 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCHE(S) 01000: GENERAL REQUIREMENTS 03000: CONCRETE 06100: ROUGH FRAMING 06176: METAL PLATE CONNECTED WOOD TRUSSES rn 0 AT INFO. INFORMATION THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE » SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND a FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, STANDARD ACI 318-14 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S SHALL COMPLY WITH THE TRUSS PLATE INSTITUTE (ANSI/TPI 1-2002, NATIONAL DESIGN 0) - INCH (INCHES) AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT WHO SHALL AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION). SHOP DRAWINGS d # POUND(S), NUMBER JST. JOIST CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER DISCOVERY OF CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL BE FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE AND CALCULATIONS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. = EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER T4 APPROVED BY THE ENGINEER OF RECORD. THE USE OF WATER SOLUBLE CHLORIDE ION WOOD SHRINKAGE POTENTIAL ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON THE PLANS, LOADS PER SECTIONpont / PER ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS SHALL NOT BE USED. CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER 01200, AND THE FOLLOWING: +, K KIPS(1000) NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS ROOF Z THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVALU.N.O. PER PLAN SCHEDULE: TOP CHORD LIVE LOAD SEE SECTION 01200 a A.B. ANCHOR BOLT / r LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR TOP CHORD DEAD LOAD 10 PSF ABV. ABOVECONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING CONFORMANCE TO IBC SECTIONS 1904 AND 1905. Fb Fv Fcp Fc E ADD. ADDITIONAL LB. POUND(S) USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) TOP CHORD DRAG LOAD SEE PLAN 4� CO ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE TOP CHORD NET WIND UPLIFT 7 PSF (NET) "` o ADJ. ADJACENT L.B. LAG BOLT(S) WALL STUDS/BLOCKING PROPERLY SUPPORTED. CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: co o ALUM. ALUMINUM LG. LDNG(ITUDINAL) 2X, 3X HEM-FIR STUD 675 150 405 800 1.2E6 BOTTOM CHORD DEAD LOAD 5 PSF ALT. ALTERNATE LGTH. LENGTH THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE 28 DAY MAX. MAX. AIR SPECIAL LOCATION 4" WIDE HVAC SEE MECHANICAL 0 °; ) co APPRX. APPROXIMATE LY LGMF LIGHT GAUGE METAL FRAMING LIVE LOAD DEFLECTION L/360CV APPROXIMATE(LY) SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, STRENGTH W/C SLUMP ENTRAINMENT INSPECTION AND W L N VI cii ARCH, ARCHITECT(URAL) LLH LONG LEG HORIZONTAL SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE2X, 3X HEM-FIR NO. 2 850 150 405 1300 1.3E6 ASSY ASSEMBLY LLV LONG LEG VERTICALf c (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION B. BOTTOM LSH LONG SLOTTED HOLE(S) UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. 6" & WIDER .-_ 06185: STRUCTURAL GLUED LAMINATED TIMBER W 2500 0.45 4f1 Oft NO FOOTINGS C, 0 BEL BELOW LT. WT. LIGHT WEIGHT WALL PLATES GLUED-LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 01100: CODE REQUIREMENTS 3000 0.45 4±1 5±1 NO FOUNDATION AND STEM WALLS T2 44 C BEN BOUNDARY EDGE NAILING L.W. LIGHT WEIGHT 2X4, 3X4 HEM-FIR STUD 675 150 405 800 1.2E6 (RITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END 4 W CO ^ B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2017 ORSC (OREGON 3000 0.45 411 511 NO EXTERIOR SLAB ON GRADE, ... BLDG. BUILDING MAS. MASONRY RESIDENTIAL SPECIALTY CODE AND 2015 IBC) AS ADOPTED BY TIGARD, OREGON. DRIVEWAYS, CURBS, WALKWAYS, PATIOS, PORCHES, STEPS EXPOSED TO SEALER APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP y A.., WEATHER AND GARAGE FLOORS. DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN rmmlir p ° CV BLK, BLOCK MASN. MASONRY 2500 0.50 5±1 0±1 NO ALL OTHER CONCRETE 2X6, 3X6 HEM-FIR NO. 2 850 150 405 1300 1.3E6 MATERIAL PROPERTIES SHALL BE AS FOLLOWS: L v -4 BLKG. BLOCKING MAT. MATERIAL 01200: DESIGN LOADS U BLW. BELOW MAX. MAXIMUM LIVE LOADS JOISTS USE COMBINATION SYMBOL SPECIES CAMBER U •� ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR o BM. BEAM M.B. MACHINE BOLT ROOF (SNOW) 25 PSF 2X, 3X HEM-FIR NO. 2 850 150 405 1300 1.3E6 SIMPLE SPAN BEAM 24F-V4 DF DF STANDARD L z CV BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A / a � o � BN BOUNDARYMNAILING MECH.MMECHANICAL FLOORS (RESIDENTIAL) 40 PSF TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME CONTINUOUS BEAM 24F-V8 DF/DF ZERO -1-. o 0 SAMPLE AND TESTED Al THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR CANTILEVER BEAM 24F-V8 DF/DF ZERO W (!) `� BNDRY. BOUNDARY M.E.J.MASONRY EXPANSION JOINT SNOW LOAD DESIGN DATA: LEDGERS B.O. BOTTOM OF MEZZ. MEZZANINE INFORMATION REGARDING POST TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR C3- -- BN = 20 PSF, Pf = 14 PSF, Ce = 1.0, Is = 1.0, Ct = 1.0, OTHER PURPOSES. CONCRETE SHALL BE ACCEPTABLE IF: 2X, 3X DOUGLAS FIR-LARCH NO. 2 900 180 625 1350 1.6E6 UNEXPOSED GLUED-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS B.O.E. BOTTOM OF EXCAVATION MFR. MANUFACTURER 1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH 4X DOUGLAS FIR-LARCH NO. 1 1000 180 625 1500 1.7E6 NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS - I--- - B.O.F. BOTTOM OF' FOOTING MIN. MINIMUM WIND DESIGN DATA: 2. NE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL PER ARCHITECT. - BRDG. BRIDGE(ING) MISC. MISCELLANEOUS BASIC WIND SPEED: 120 MPH (ULT.) 93 MPH (ASD) BELOW THE SPECIFIED STRENGTH. BRG. BEARING ITL. METAL WIND IMPORTANCE FACTOR: iw = 1.0 CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING BEAMS AND POSTS -. 3 BTM. BOTTOM WIND EXPOSURE: EXPOSURE B AT NO ADDITIONAL EXPENSE TO THE OWNER. 4X DOUGLAS FIR-LARCH NO. 2 900 180 625 1350 1.6E6 06190: MANUFACTURED WOOD BEAMS = BTWN. BETWEEN (N) NEW TOPOGRAPHICAL FACTOR: Kzt = 1.0 6X DOUGLAS FIR-LARCH NO. 1 1200 170 625 1000 1.6E6 MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON N/A NOT APPLICABLE INTERNAL PRESSURE COEFFICIENT: GCp1 = +/- 0.18 RESHORING WHERE REQUIRED SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT THE DRAWINGS AS MANUFACTURED BY CRUS-JOIST OR APPROVED EQUAL. STORAGE C CAMBER N.L.B. NON-LOAD BEARING COMPONENT/CLADDING WIND PRESSURE: P(C) = 25 PSF PROPOSED�RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM to CAMB. CAMBER(ED) NO. NUMBER 06101: STRUCTURAL FINGER JOINTED LUMBER AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR CANT. CANTILEVERED N.S. NEAR SIDE STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE i S� CANTILEVER(ED) EARTHQUAKE DESIGN DATA: CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT .sem CF CUBIC FOOT N.T.S. NOT TO SCALE INTERCHANGEABLY WIN SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: • �''" `y o SEISMIC IMPORTANCE FACTOR: Ie = 1.0 SPECIFIED BY THE ARCHITECT. y C.I.P. CAST IN PLACE N.W.C.NORMAL WEIGHT CONCRETESTRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER `_ ' � �� SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.972 Si = 0.423 " o z & C.J. CONSTRUCTION JOINT SITE CLASS: SITE CLASS 0 STANDARD COMMITTEE "PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED AS STUD MEMBER E (PSI) Fb (PSI) Fcp (PSI) Fv (PSI) _ c Z o , �; CL CENTER LINE O.C. ON CENTER USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED LVL = MICROLLAM 1.9 E6 2600 750 285 0 - w ""-� O.D. OUTSIDE DIAMETER SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.720 SD1 = 0.445 CLG. CEILING SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. PSL = PARALLAM 2.0 E6 2900 650 290 O �2� '� a O.F. OUTSIDE FACE 4- CLR. CLEAR BASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM LSL = 1.75" TIMBERSTAND 1.55 E6 2250 750 400 �'�cy `'� -�' a _ COL COLUMN O.H. OPPOSITE HANDv>� OPNG. OPENING DESIGN BASE SHEAR: Cs = 0.120 W 06102: FRAMING NOTES LSL RIM = 1.5" TIMBERSTAND RIM BOARD S� CONC. CONCRETE RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHT-FRAME WALLS) 03100: REINFORCING STEEL. 0.31 to z DPP. OPPOSITE FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND CONN. CONNECTION ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACIw CONST. CONSTRUCTION ORNT. ORIENTATE(ION) 318-14. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR EQUVAIENT USP CONT. CONTINUOUS OSB ORIENTED STRAND BOARD STRUCTURAL CONNECTOR. ALTERNATE EQUIVALENT HARDWARE MAY BE USED WITH PRIOR3 BEARING WALL STUD SCHEDULE CTSK. COUNTERSINK O.W.J. OPEN WEB JOIST ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE w co CTR. CENTER(ED) ASTM A-615 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR #4 BARS AND LARGERE, o o CVR COVER VERTICAL REINF. PAF POWDER ACTUATED FASTENER REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING STUD SIZE din I M CY CUBIC YARD PAR. PARALLEL 01300: GEOTECHNICAL INFORMATION ASTM A-706 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR ALL WELDABLE BARS POINTS. SEE SECTION 06071 FOR FASTENER REQUIREMENTS AT TREATED LUMBER. WALL TYPE LOCATION PLATE SIZE a CO CV in P/C PRECAST EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-185 SMOOTH BAR (fy=60 KSI) FOR WELDED WIRE FABRIC TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO . AND SPACING 5 PEN PANEL EDGE NAIL ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON FASTENING SCHEDULE PER IBC TABLE 2304.10.1. EXTERIOR TYPICAL U.N.O. d PENNY(NAILS) PER PLAN 2 X 6 2 X 6 ® 16" w D6 DROPPED BEAM PERP. PERPENDICULAR COMPETENT NATIVE MATERIAL OR BY OTHER MEANS AS DEFINED BY A LICENSED REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W1.4XW1.4 WELDED WIRE FABRIC OR DBA DEFORMED BAR ANCHORS PL PLATE GEOTECHNICAL ENGINEER. FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS DBL DOUBLE PL PROPERTY LINE SCHEDULE ON SHEET S6.0. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS FOLLOWS: CRAWL SPACE TYPICAL 2 X 4 2 X 4 0 16" w O DCW DEMAND CRITICAL WELD PL PLAN CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. ti ALLOWABLE BEARING PRESSURE 2000 PSF NAIL SIZE DIAMETER LENGTH INTERIOR TYPICAL U.N.O. °O DEPT. DEPARTMENT PLMBG. PLUMBING COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: PER PLAN DET. DETAIL PLYWD. PLYWOOD ACTIVE EARTH PRESSURE (YIELDING) 35 PCF 8d 0.131 2.5" 2 X 4 2 X 4 ® 16" DF DOUGLAS FIR PSF POUNDS PER SQUARE FOOT ACTIVE EARTH PRESSURE (AT-REST) 50 PCF 10d 0.148" 3.0" �' PSI POUNDS PER SQUARE INCH PASSIVE EARTH PRESSURE 350 PCF CONCRETE CAST AGAINST EARTH 12d 0.148" 3.25" DIA. DIAMETER ALL BAR SIZES . . . . . . . . . . . . . . . . . . 3" BEARING WALL NOTES: o E~ DIAG. DIAGONAL P.T. PRESERVATIVE TREATED COEFFICIENT OF FRICTION 0.35 16d 0.162" 3.5" 1. SEE SHEAR WALL SCHEDULE SHEET S1.1 FOR WALL SHEATHING, BLOCKING AND PLATE 2 a0`�. DIAPH. DIAPHRAGM PT POST TENSION(ED) SOIL PROFILE SITE CLASS D FORMED SURFACE EXPOSED TO EARTH OR WEATHER NAILING. rj - DIM. DIMENSION #6 AND LARGER 2" UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT DN. DOWN QTY. QUANTITY ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING #5 AND SMALLER . . . . . . . 1 1/2" SILL PLATES SHALL BE 5/8" DIAMETER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE 2. SEE SAWN LUMBER STRUCTURAL NOTES THIS SHEET FOR SPECIES & GRADE OF WALL u) INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER. CONCRETE NOT EXPOSED TO EARTH OR WEATHER -, w D.O. DITTO(REPEAT) R. RADIUS WALLS AND JOISTS AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM PLATES AND STUDS. < a DP. DEEPOF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS RAD. RADIUS #14 AND #18 BARS 1 1/2" THAN 4.5" FROM EACH END OF THE PIECE. A 3 X3 X0.229 PLATE WASHER SHALL BE 3. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS AT 48" O.C. TYP. m v D.S. DRAG STRUT 01330: SHOP DRAWING SUBMITTAL PROCESS DWG. DRAWING(S) RE: REFERENCE SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AN ENGINEER OF RECORD #11 BARS AND SMALLER 3/4" PROVIDED FOR ALL ANCHOR BOLTS (DO NOT COUNTER-SINK"PLATE WASHERS). A 13/16" UNLESS NOTED OTHERWISE. REFER TO THE SHEAR WALL SCHEDULE SHEET S1.1 FOR con - DWL. DOWEL(S) f REF. REFERENCE FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED SLABS AND JOISTS " X 1 3/4" DIAGONAL SLOTTED HOLE IN THE 3" X 3" PLATE WASHER IS ALLOWED WITH A ADDITIONAL INFORMATION. - o REINF. REINFORCEMENT(ING) DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A #14 AND #18 BARS 1 1/2 REQ. REQUIRED LICENSED STATE OF OREGON STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH1" STANDARD CUT WASHER. w a (E) EXISTING R.F. RIGID FRAME THE SHOP DRAWINGS TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. BEAMS,#11 COLUMNAND SMALLER 4. SEE DETAIL 5/S9.0 FOR TOP PLATE SPLICE. a d EA. EACH R.O. ROUGH OPENING PRIMARY REINFORCEMENT 1 1/2" 06103: JOIST AND BEAM HANGERS 5. EXTERIOR WALLS AT VAULTED AREAS ARE TO BE BALLOON FRAMED. d z E.E. EACH END R.S. ROUGH SAWN SHOP DRAWINGS ARE REQUIRED FOR PREFABRICATED WOOD TRUSSES. TIES, STIRRUPS, AND SPIRALS 1 1 2" JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY Z w E.F. EACH FACESIMPSON STRONG-TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY 6. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS OF SAME SIZE AS STUDS E.J. EXPANSION JOINT SCH. SCHEDULE CALCULATIONS BEARING THE SEAL AND SIGNATURE OFA LICENSED STATE OF OREGON REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE ENGINEER OF RECORD. JOIST AND BEAM HANGERS SHALL BE INSTALLED PER ABOVE. WHERE HEIGHT OF STUD EXCEEDS 4 FEET, CONTACT ENGINEER FOR PROPER STUD EL. ELEVATION SCL STRUCTURAL COMPOSITE WOOD STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH THE SHOP DRAWINGS FOR PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT MANUFACTURERS SPECIFICATIONS AND SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE SIZE AND SPACING. PROVIDE SHEATHING, NAILING, AND MUDSILL ANCHORAGE AS SPECIFIED ELEV, ELEVATOR SCHED. SCHEDULE PREFABRICATED PLATED WOOD TRUSSES. {HENT) BHT. SHEET AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE PER PLANS OR DETAILS: FOR WALL ABOVE. EMBD. EMBED EN EDGE NAIL(ME SIM. SHEET PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED ON THE DESIGN DRAWINGS. MEMBER SIZE HANGER - ENG. ENGINEER S.J. SHRINKAGE CONTROL JOINT 01400: INSPECTIONS AND SPECIAL INSPECTIONS SAWN LUMBER "U" SERIES TO MATCH LUMBER SIZE 4 ROUGH FRAMING NAILING SC- E D U LE _ EQ.- EQ. L SKW. SKEW(ED) THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED 3.125" WIDE GLULAM BEAM HGUS3.25 10 EQPT. EQUIPMENT S.O.G. SLAB ON GRADE / E.W. EACH WAY BY THE LOCAL BUILDING DEPARTMENT. 06071: PRESERVATIVE TREATED WOOD PRODUCTS 5.125" WIDE GLULAM BEAM HGUS5.25j10 EXP. EXPANSION SPC. SPACE(S) (LNG) PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOOD THAT FORMS THE 6.75" WIDE GLULAM BEAM HGUS6.88 j10 ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF BC TABLE 2304.10.1) EXST. EXISTING SPEC. SPECIFICATION(S) SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT EXT. EXTERIOR SQ. SQUARE OTHERWISE REQUIRED BY THE BUILDING OFFICIAL BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE 8.75" WIDE GIULAM BEAM HGU9.00-SDS CONNECTION FASTENING STD. STANDARD PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT 1. JOIST TO SILL OR GIRDER (3) 0.131" X 3" TOENAILS FAB. FABRICATION STGR. STAGGER 01401: STRUCTURAL OBSERVATION MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. MANUFACTURED WOOD "1" JOIST "IUS" SERIES TO MATCH "1" JOIST SIZE 2. BRIDGING TO JOIST (3) 0.131" X 3" TOENAILS EA. END FB FLUSH BEAM STIFF. STIFFENER(S) STRUCTURAL OBSERVATION IS NOT REQUIRED. 1.75" WIDE PSL OR LVL BEAM LBV" SERIES TO MATCH DEPTH 3. 1X6 OR LESS SUBFTR. TO JST. (2) 0.131" X 2.5" FACE NAIL FDN. FOUNDATION STIR. STIRRUP(S) ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR 2.69" WIDE PSL BEAM "LBV" SERIES TO MATCH DEPTH 4. WIDER THAN 1X6 SUBFLR. TO JST. (3) 0.131' X 2.5' FACE NAIL F.F. FINISH FLOOR STL STEEL 01402• QUALITY ASSURANCE REQUIREMENTS MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. 3.5" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH 5. 2' SUBFLOOR TO JST./GIRDER (2) 0.161" X 3.5' BUND & FACE NAIL FIN. FINISH(ED) STRUC. STRUCTURAL THE QUAUTY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS 5.25" WIDE PSL OR LVL BEAM "GLTV" SERIES TO MATCH DEPTH FLG. FLANGE STRUCT. STRUCTURAL NOTED IN SECTION 01400 AND THE STRUCTURAL OBSERVATION NOTED IN SECTION 01401 POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A 7" WIDE PSL BEAM "HGLTV" SERIES TO MATCH DEPTH 6. SOLE PLATE TO JST. OR BLKG. 0.131" X 3" AT 8" O.C. TLP. FACE NAIL FLR. FLOOR SUSP. SUSPENDED(TION) HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAION NOTED IN SUCH SECTIONS CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WIN THE EARTH. EXCEPT; " ' "AT BRACED WALL PANEL (4) 0.131" X 3" AT 16" 0.C. FACE NAIL EN FIELD (FACE) NAIL SYMM. SYMMETRICAL HAS BEEN PROVIDED. 7. TOP PLATE TO STUD (3) 0.131" X 3" END NAIL F.O. FINISHED OPENING 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH $. STUD TO SOLE PLATE cd (4) 0.131" X 3" TOENAIL F.O.C. FACE OF CONCRETE T. TOP QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE 06104: SHRINKAGE OF WOW FRAMING BARRIER. SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO (OR) (3) 0.131" X 3" END NAILE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS Sds, NOT EXCEEDING 0.5a COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND " » » O F.O.M. FACE OF MASONRY TAB. TOP AND BOTTOM g 9. DOUBLE STUDS 0.131" X 3" AT 8" O.C. FACE NAIL F.O.S. FACE OF STUD TEMP. TEMPORARY F.O.W. FACE OF WALL TAG. TONGUE AND GROOVE QUALITY ASSURANCE PLAN IS NOT REQUIRED FOR WIND EXPOSURE B WHERE BASIC WIND 2. IF IN AN ENCLOSED CRAWL SPACE OR AN UNEXCAVATED AREA WITHIN THE MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 10. DOUBLE TOP PLATES 0.131 X 3 AT 8 O.C. TLP. FACE NAIL FRMG. FRAME(ING) THK. THICK(NESS) SPEED IS LESS THAN 120 MPH. BUILDING PERIPHERY AND SUPPORTED BY A CONCRETE PIER OR PEDESTAL MORE TO ACCOMMODATE 1/4 INCH PER FLOOR WOOD SHRINKAGE. THE USE OF KILN DRIED DOUBLE TOP PLATE LAP SPLICE (20) 0.131" X 3" FACE NAILS ,�., THAN 8 INCHES FROM EXPOSED GROUND AND SEPARATED THEREFROM BY AN LUMBER AND PROVIDING A DRYING PROCESS TO THE FRAMING MEMBERS PRIOR TO 11. JOIST/RAFTER BLKG. TO PLATE (3) 0.131 X 3" TOENAILS F.S. FAR SIDE THRD. THREADEDSUMMARY: A QUALITY ASSURANCE PLAN IS NOT REQUIRED BY CODE FOR THIS IMPERVIOUS MOISTURE BARRIER. APPLICATION OF FINISHES WILL HELP CONTROL BUT WILL NOT ELIMINATE SHRINKAGE. 12. RIM JOIST TO TOP PLATE 0.131 X 3" AT 6' 0.C. TOENAIL FSD FORMED STEEL DECK TN TOE NAIL STRUCTURE. 13. TOP PLATE LAP INTERSECTIONS (3) 0.131" X 3" FACE NAIL FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) 3. SLEEPERS AND SILLS ON A CONCRETE SLAB ON GRADE THAT DOES NOT HAVE AN 14. DOUBLE 2X JOIST/HEADER 0.131" X 3" AT 12" FACE NAIL EA. EDGE V FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARN. ^ l Ct FTC. FOOTING TRANSV. TRANSVERSE 06160: WOOD SHEATHING 15. CEILING JOISTS TO PLATE (5) 0.131" X 3TOENAIL O T.O.S.. TOP OF STEEL 01700: EXECUTION REQUIREMENTS STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE 16. CONTINUOUS HEADER TO STUD (4) 0.131 X 3" TOENAILS ie INSTALLATION OF ALL STRUCTURAL COMPONENTS SHALL BE AS REQUIRED PER ALL LOCAL 4. LEDGERS AND FURRING ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C-D INT APA 17. CLG. JST. LAP AT PARTITIONS (4) 0.131" X 3" FACE NAIL 0 N GA. GAUGE TLP. TYPICAL CONCRETE OR MASONRY WALLS BELOW GRADE. WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE 18. CLG. JST. TO PARALLEL RAFTER (4) 0.131" X 3" FACE NAIL L. O GALV. GALVANIZE(D) CODES. U.N.O. UNLESS NOTED OTHERWISE EXPOSURE 1. PANELS SHALL HAVE NE FOLLOWING THICKNESS, SPAN RATING, AND 19. RAFTER TO PLATE (3) 0.131" X 3" TOENAIL bA GB. GRADE BEAM PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION Z GLB GLUE LAMINATED BEAM U/S UNDERSIDE 02000: �� CONSTRUCTION (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. FASTENING UNLESS NOTED OTHERWISE PER PLAN: 20. 1X BRACE TO EA. STUD & PLATE (2) 0.131" X 3" FACE NAIL Ci..). >1 GRD. GRADE EDGE FIELD 21. 1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 3" FACE NAIL p GWB GYPSUM WALLBOARD V. VERTICAL ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING NAILS NAILS 3" GYP. GYPCRETE VERT. VERTICAL RECOMMENDATIONS AS NOTED IN THE GEOTECHNICAL ENGINEERING REPORT (SEE SECTION ALL FASTENERS (NAILS, BOLTS, ANCHOR BOLTS, PLATES, HANGERS, ETC.) IN CONTACT ROOF: 7/16" 40/20 C-D APA CDX T&G 8d AT 6" 8d At 12" 22.WIDER THAN 1X8 SHTG. TO BRG. (3) 0.131 X FACE NAIL `pim0V • sPIO/ P-� VIF VERIFY IN FIELD 01300) AND IN SUBSEQUENT DIRECTIVES. WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED23.BUILT-UP CORNER STUDS (3) 0.131" X 3" AT 16" O.C. FACE NAIL PER ASTM A153 OR STAINLESS STEEL FLOOR: 3/4" APA RATED STURD-I-FLOOR OSB 40/20 T&G 10d AT 6" 10d AT 12" 24.BUILT-UP GIRDERS AND BEAMS 0.131" X 3" AT 12" EA. EDGE STAGGEREDvg H. HORIZONTAL 02260: EXCAVATION SUPPORT AND PROTECTION SHEARWALL: 7/16" C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET S1.1 -i--e O HD HOLDOWN W. WIDE(WIDTH) EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE Ct CAb1)H.D.G. HOT DIPPED GALVANIZED W/ WITH MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED ALL ROOF AND FLOOR SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN 12,1 0 HDR. HEADER W/O WITHOUT AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE 5 STRUCTURAL DRAWING LIST U ° HGR. HANGER WD, WOODPER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT 0 Q 0 W.H.S. WELDED HEADED STUDS RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. HORZ. HORIZONTAL BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE (',V,} C` HORIZ. HORIZONTAL W.P. WORK POINT EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE. SHEET DESCRIPTION DATE ~✓' `► r--� HR HEADER W.S. WELDED STUD SPECIFIED BY LOCAL, STATE AND NATIONAL SAFETY REGULATIONS. - H.S.B. HIGH STRENGTH BOLT WT. WEIGHT S1.0 STRUCTURAL NOTES 01/25/18 cd �� . HT. HEIGHT W.W.F. WELDED WIRE FABRIC INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING S1.1 SHEARWALL SCHEDULE AND DETAILS 01/25/18 ti/ 1 PL.i ra.s E-+ I.D. INSIDE DIAMETER X-STG EXTRA STRONG DRAWINGS, NOTES AND SPECIFICATIONS. S1.2 HOLDOWN SCHEDULE AND DETAILS 01/25/18 I.E. INVERT ELEVATION XX-STG DOUBLE EXTRA STRONG 02300: BACKFILL AND COMPACTION I.F. INSIDE FACE BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY S6.0 TYPICAL FOUNDATION DETAILS 01/25/18 YD YARD DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL NE WALLS ARE S6.1 TYPICAL BASEMENT DETAILS 01/25/18 PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE S9.0 TYPICAL FLOOR FRAMING DETAILS 01/25/18 CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. S9.1 TYPICAL ROOF FRAMING DETAILS 01/25/18 S 1 • 0 ROOF/FLOOR SHEATHING NOTES O EXTERIOR BEARING . �.•_,,,,,, SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES 1. BOUNDARY NAIUNG AT ROOF/FLOOR PERIMETER, AT CONT. PANEL EDGES (B.N.) SUPPORT iriiiiiali , 14-......- u__T- ___._. �.-__1►x _1... 1h1 11 WALL PANEL FIELD BOTTOM PLATE RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT 2. EDGE NAIUNG (P.E.N.) AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERIOR SHEARWALLS. ---- / 'cam-- TYPE NAILING NAILING ISHEATHING " " AT ADJOINING SILL PLATE SPACING cno 0.148 x3.25 LTP4 DIRECT 3. INTERIOR FIELD NAIUNG (F.N.) 12" O.C. AT BEARING SUPPORTS. I ```,,. I/r Il \\ ,,.r O *,I I \ I NAIUNG ROWS SPACING TOENAIL A35 ONLY 10 PANEL " EMBED DIA. a _ 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE. I ,,.. 'fit\ I I ,,.''I I``\ I I /�' O3 ® _ TO FRAMING EDGES 7" a cs� \ • •' P6TN 7/16" SHT. 6" O.C. 12" O.C. (1) 8" O.C. 4" O.C. N/A N/A 2x 2x 48" O.C. "44 PLYWOOD SHALL RUN PERPENDICULAR TO TRUSS SYSTEM FRAMING & FLOOR FRAMING. I 1./r•-' I \\ I I //r \\ I I / I ' 5. LONG DIMENSION OF LYWO0ONE SIDE 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8". I ��\ r `\ /E -- 1 P6 7/16" SHT. 6" O.C. 12" O.C. (1) 4" O.C. N A 3x 48" O.C. . IR "It di / 2D" Q.C. 2O" Q.C. 2x 2x 48" Q.C. T U 7. MINIMUM PLYWOOD SHEET SIZE 2'-0" X 4'-0". / ONE SIDE 3x 48" O.C.OC / ., I I r \ I I I °441.... ° 7/16" SHT. z n . 'K, ) O I Nill '� ° P42x 32" O.C. �, 8. NAILS SHALL NOT BE OVER DRIVEN. I \\ ONE SIDE 4" O.C. 12" O.C. (2) 6" O.C. N/A 14" O.C. 14" O.C. (2)2x OR 3x 3x 40" O.C. Z- II \ ° ii -sl �. II `. / II \ .. 7/16 SHT. » » " ".. ,�`\. SEE TYPICAL ROOF \ ,-r P3 3 O.C. 12 O.C. (2) 4" O.C. N A 10" O.C. { ) 2x 24 O.C. `\�` FRAMING DETAILS I \ ( //r 1 I \ \ r r/ r\\ ONE SIDE 3x 32 O.C. • ( • ° / 10' fl.C. 2 2x OR 3x " = i o \\ II \\ ( �, " L �" (CO ~ ``.. I ~ / II \ / I ® \ P2 7/16 SHT. 2" Q.C. 12" O.C. (3) 6" O.C. N A " 2x 1$" O.C. W © HOLDOWN & FASTENER SCHEDULE (HF STUDS) - NOTE: HOEDOWN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAILHOEDOWN �/� ' % /%/, �' �/ / ,WOLDOWN PER PLAN r. ,/ ''� / :////// ---r STUDS TO RECEIVETYPEDIAMETER (MINIMUM) PER PLANCL HDU IN STUD1. -j/ �/ ;;/ /'/', % ' "�,�, SHEARWALL PANEL 2X4 WALL 2X6 WALLSTEMTHICKENED STEM THICKENEDHOEDOWN FASTENERS . . ' / / EDGE NAILING-11 ANp WOOD STUDS PER . , /�" • �' / �i / .--� STRAPSTRAP _ FOOTINGSLAB rn iz _ ( PLAN AND HOEDOWN // ,!;;/.'� ,/� ��.� ,�/ �%�,--� SW CS162X4 2X6 (28) 8d N.A. N.A. - N.A. - N.A. �SCHEDULEEMBEDMENT /f//,, /' / /% // // - _ - 0--: PER SCHEDULE // / // /,/ %/'.' ,//� .., I PARTIAL PLAN: SHEARWCALL WITH FORCE TRANSFER MST37 (2) 2X4 2 2X6 - - ZEMBEDMENT �' / // .--.rSCALE: 3 8 = 1 -0 O (22) 16d N.A. N.A. N.A. N.A.171:7 PERSCHEDULE •; I/ c")! // ,j/ 2'/J,• / /� // / / . Cl) •�,/ / / /„//:/// /// /4// -+ FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. 6,7/S1.2 ;,.,._ CO �� [A... .a : '' //// /i% ,'//, /�, /,/; PER SHEARWALL SCHEDULE a 7c, �� .- i I = - 4rl- �: _--�" ;;----� `I'" - ) _ __ _ -- - MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. :12 co `n fn= a - I `, hI I t- ' °i iii I I) �/ _ --. _ _ _ -1 r - ' - .,.y #4CONT. I � vCV � „ '``" I ti4 qa -11- - �► if� -ta 111 I NUT/WASHER/NUT `y ` 1 II - -IL - II _ 0 p� NOTE: AT CORNER = LSTHD8 - (U �� a ' ' 1 CONDITIONS, ,,� _,, _ _ -� _ .- (2) 2X4 (2) 2X6 (16) 12d STRAP N.A. 8" - 8" kW' c .. II HOLDOWN STRAP MAY II HEADER PER PLAN �.. II LSTHD8RJ =IIIN =111 . is , --En � � BE LOCATED AT I I CS22 X 48" HEAD/SILL I I Imo-PANEL EDGE NAILING (P.E.N.) STHD14 RE: C -•' I I- I I o . a - EITHER FACE OF THE ALL EDGES OF ALL SHEETS - 14" - 8" ®`- LiJ a CD -- -- STEM WALL WI (36) 10d NAILS I I PER SHEARWALL SCHEDULE STHDI4RJ (2) 2X4 (2) 2X6 (24) 12d STRAP N.A. 1,2/S1.2 - °:',... .i.4... 'r, ,_... : c=_ U.N.O. PER PLAN � a : ; '. ,. \ z BLKG. W/ EDGE NAILING IIo L. ,.... ,-.4 •'` '4). & g PER SHEARWALL SCHED. PLACE EDGE NAILS INTO CD' = AS" POST PER PLAN OR (2) 2X STUDS _ +J �, • A: STRAP TYPE B: HOEDOWN DGE NAILING AT SILL, AT ENDS OF SHEAR WALLS. _ C1 z co 1 HEAD, KING & TRIM STUDS (6) SDS „ D CV S1.2 \ Al. _ TT I � 7 HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5/8" 11" 6 0 o POST & HOLDOWN PER W SCALE: 3/4" = 1'-0" I II i II II I H I (10) SDS „ - (I I II I► I I I II HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5/8 11" 6" 1 EXTERIOR HOLDOWN - SECTION 2 EXTERIOR HOLDOWNELEVATION II I H II I II ` 1 _ ,L_ _ , _ J L_ _ I (14) SDS .N-;j.,,, ' f 1 t t ! 1 1 t t I HDU5-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5/8" ROD & 11" 6" �✓ - SHEARWALL SHEARWALL i HOLDOWN PER PLAN PL 3/8"x2 1/4"SQ. ; RE: PLAN it _i_ _ II II I I I 1 20 W/NUT T&B RE: RE: PLAN ii = -11-- - - -f = =1 f= = i HDU8-SDS2.5 4X4 4X6 1/0(2 1/2" 7/8„ 11" 8" 1/S1.2 , ' STRAP I iu---- I I d STAGGER NAILING AT PLYWOOD JOINTS . co RE: PLAN SAW CUT IN PLY __ _Allow __ FOR STRAP AT \ ��~��, " tl HDU11-SDS2.5 4X6 6X6 (30) SDS" 1" 16" 8" �''► HOLDOWN NAILING RC: INTERIOR HOLDOWN NAILING it . rHEADER PER PLAN II I 1/4X2 1/2 RE: HOLDOWN1! CS22 X 48" HEAD/SILL II I /+►-- o \ \ HOLDOWN SCHEDULE :` \ SCHEDULE • W/ (36) 10d NAILS I I II (36) SDS 8" .V ~�♦4 s Q k PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 " 1 16" o _ .-- U.N.O. PER PLAN 1/4X2 1/2 - II II I SHEARWALL SCHEDULE - TYPICAL Cl- - CO i c-a N c� ;�'\ z BLKG. W/ EDGE NAILING 1 I I " _ `' L.`' �' ~ \ �� r ,0 r■� �� n PER SHEARWALL SCHED. ( -+ I FIELD NAILING (F.N.) - TYP. cc Ov)�� _;. w r . . . . . = J w E ---- -- �' DGE NAILING AT SILL, s cC' 4� o Z Q z HEAD, KING & TRIM STUDS I POST & HOEDOWN PERS/03.1 Oni- -..� 0 -.._._-_ _ �_--.- - HOEDOWN SCHEDULE (ip �, *�. �� II III H � III ." I,A1 t. 10 `� \ III II III II I►•I I I III II ala 1r HOLDOWN AND FASTENER SCHEDULE NOTES; �` ¢ BUNDLED STUDS 1� II I I II II II II I I I L_ //- BUNDLED STUDS :' RE: HOEDOWN , , _I - J I IL _ I L HOEDOWN SCHEDULE 2. 16d = 0.162" DIA. X 3 1/2" LONG. '17\ \ - ,�RE: HOLDOWN � \ /ixr SCHEDULE \ 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. - Q SCHEDULE li STRAP T 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. 5 . ,N '- 5. HOLDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. SHEARWALL J�� RE: PLAN RE:OHOLDOWN SCHEDULE 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1 3 - 1 2" TURN WITH HAND WRENCH, CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. w f ANCHOR BOLTS - SEE SHEARWALL IMPACT WRENCHES SHALL NOT BE USED. / / w FOR ADDITIONAL INFO. a RE: PLAN SCHEDULE FOR SIZE, SPACING, ii NOTE: SHEARWALL SHEATHING NOT PLYWOOD/O.S.B. SHEAR PANELS AND EMBEDMENT 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. p * PROVIDE 1 5/8" MIN. END5/8" 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. co RE: HOLDOWN SCHEDULE RE: PLAN * PROVIDE 1 MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO. DISTANCE FOR STRAPS CLARITY 9. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STCKING". N 10. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 1/S1.2. „ SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" TYPICAL DETAIL FOR SHEARWALL W/ z 5 SCALE: 3/4" = 1 -0 p o 6 EXTERIOR HOEDOWN 7 INTERIOR HOEDOWN 8 FORCE TRAI`SFER AROUND WINDOW OPENINGS 10 HOLDOW\ & FASTENER SCHEDULE s a N ALT. LOCATION BOLT TYPE STRAP TYPE STRAP TYPE '-' Q Z � d ¢ oo („) _ _ _ 0_ EXTENT OF CONTINOUS HEADER vvi .�_� ,ariii .00; W ,� _tA, / 6' MIN, TO 18' MAX. / a a A4, Ili BOLT TYPE z I ALT. LOCATION PLATE I_ L..., / \ '". % / of ot4../.17/. 1 /. Il ALT. LOCATIONS 1 ,rte /7t/i, . / a �iai° '' I I I I I I I I I I I 1 •�i : ' / %� I FASTEN I-IEATHING TO HEADER W/O.1311'bIA I I I I I I I I MI .I HEADER SIZEI I I I . . �/�i' . - STRAP TYPE / X 225 IGAL AT 3" O.C.I( ID PATTERN k I I I I I I I I I I I I : ' / - 1111 3 11.25 NET IBOLT TYPE /://////////://,, , cHn AA Az3_o�c - 11 _ _ _ll._ _ _11 _ _11 __: _11 ___Li ___LI__ _ LI ___ •°• / {� _ ,� FRAMING • i f ft r {��, �� ii i, .;1-11;1•M', / . // / ,a ,__� _ / MST27 w/(3o) 0.148" DIA x 3.25" ; j . ///'' ,/ FURR DOWN TO GARAGE /'� O I�z� // DOOR R.O. AS REQ'D . r,% // i /% TCP PLAT TO HEADER ///`. . NOTE: .. .: o ' (2) 0.148" DIA X3.25" @ 3" O.C. '"7/,i, , Z I HOLDOWNS AND STUD QTY. TO BE _ •i" • • / ^ PER PLAN AND SCHEDULE. / // ; , FASTEN SHEATHING TO All FRAMING W/ = . // // 0.131" DIA X 225 NAIL AT 3" O.C. , �.� � /// IF PANEL SPLICE REQUIRED - CI SCALE: 3/4" = 1'-0" > / \ �..� /�j�r' . 7/16" MIN. THCKNESS VSD STRUCTURAL LOCATE WT-oN 24" GF MID HEIGHT_ ` v\''r• 0 13 NOT USED j` PANEL sHEAmING BLc'O NEDGE G LED Ta i��(W TH2X �:, c 11 HOLDOWN PLACEMENTS 12 NOT USED /j` / { (2) 0.1481 X 3.25" ©6" O.C. : : 0 /'/ / TRIM RE ARCH. EDGE NAILING \� .4.-+ : : /// j; { S1HDI4 W/(38) • ', :I-1/Z///i,`-'1 0.148" DIA X 3.25" { ..- • •,1\ ', ' ( .� a j cizi • . : //- (2) ' 5/8" DIA ANCHOR BOLTS W/ ;I\ \ ,1,•irO� {" , 7" MIN. EMBEDMENT . . \,\ . • Z • E.� NOTE: LOCATE EDGE OF L *{,. \E E '% PROVIDE 1/2" CLEAR FROMSLAB AS REQURED FOR I . :�`�/ EDGE OF CONCRETE TO EDC AT T.O.WAIl > H O /j DOOR TRIM DETAILS i:�y� vi' bAfCF N.A., STRAP - 11'P. 1_.\\\‘.:,.1 ••i + •► .y. • a•• i 2 VERT. MIN. .'► .u; I l• •'„'1 I U.N.O. PER MANUFACTURER {1.-1 ( ) I BEYOND I I ,,l 1 " I0 \ ri 1 %; i'.i 1 T,, if 1- ' -1( V T ti. I .4 VII r-+ O 01_,q-14.0.: - f iu I niEiti ��ni ( IIIIMEI jr4lut�ui I Tri ' ilt::11) ..�IIIIPIIIIM ``� \-' U.N.O. PER SCHQXILE '014-'�= ,�.,� C O I--� �-+ `t M (2) #4 CONT. AT FOOTING �"'��' �� \ \ C! U.N.O. PER SCHEDUIf { _-J •„l EMI (2) #4 CCNT. AT FOOTING .L L Q 00 •j` •I 4"/ PER PLAN / j 1'-4" I` 1'-4" / PER PLAN / AA B3 4" I O 4.1 • •f' •j` F� A-+ H MN BB BB AA M / Mr ROUGH OPENING PER PLAN / Mr SCALE: 3/8" = 1'-0" 16 NOT USED 17 NOT USED 18 NOT USED 19 BRACED WALL PANEL ADJACENT TO GARAGE DOOR S1 .2 GRADE l\, RIM JOIST GRADE RIM JOIST ST22 W/(18) 16d PONY WALL- SECOND POUR FIRST POUR I V TOP PLA-E TO MUDSILL SEE BEARING fc = 3000 psi fc = 4000 psi 1/8" x 1 1/2" PREMOLDED CONTINUOUS «---. .- I WALL SCHED. MASTICJOINT STRIP OR PREMOLDED ' !f /lk ! ! l! / i 1// /! ff !JJ r! , fr '( f !! fl i. Z' , /li ;- f ff -5 �!f ,/ /l 'C' r/ !f ,! it 1, l! s5. 3/S1.0 a' BAR OTHER BARS TOP BARS OTHER BARS TOP BARS SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. "" I" II "" "" pp" "^ ^ � All 1 11 1 11 1❑ 1 11 II II II 11 11 11 1/1 1 11 O 1{U 1N I11 til Mi 1111 Ntl 1,11 IH NI .--I i 1 YI yl YI VI w` 1"1 tMl I I (NOTE #6}. SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF r' " " " \I I A I r 'i .. CO 1"1 111 ill "1 111 I"I 1 1111 1„ill 111 AND REINFORCING AND REINFORCING JOINT EACH SIDE. ? , ;; 4y; ;; =n. v'� �'a °' MADE AS SOON AS POSSIBLE WITHOUTIV- ,1 ,II .1 "" "I'11-.1. ,II !,I- #3 16" 21" 28" 14" 18" 24" (TYP.) DAMAGE TO SURFACE. (1W.) \ �\ -- i iI I \ \ 1,1! r r - I I 1.L - #4ril 22" 28" 37" 19" 25" 32" �� 1 r, �_�I I cz. cD • a • a a 11. a.•. - • a - - a ' • - a -- • 6 a d• -- : - `T �I I I-t I I-I I I ¢ I I�I I I-1 I CO5 27" 36" 46" 24" 31" 40" - 1.'.--4-_.=.. .-, --°-- .° a� ' . I I T I I I I--III-I c - O 1.5 H #6 33" 43" 56" 28" 37 48 4`+ ,y,�� 6• 4141; ! 4:1114.........-. �' 1 1 1 _ " "`V- .-I ate'" I "iw -iC l' ►I"r'_' i "�11_" 12141T.1 I \ -� ` ��; 4: `') CD - I \ \ \ \ cu krj CUT ALT. WIRES COMPACTED SUBGRADE AND COMPACTED SUBGRADE AND :---.= _-z\__.__.._ • _ -- -_ II W AT JOINT GRANULAR FILL GRANULAR FILL \ N.N m \ •� , - --' 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S \ cp � =,1111„-,I 11,1 H I,;, o t� DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. RECOMMENDATIONS \ ` 1 \ ) RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER � _ \ `�'` -.0- SAND I �� ' c°'. RE: GEOTECHNICAL ENGINEER SAND RE: GEOTECHNICAL ENGINEER \ N. _ r C 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE (6 MIL. MIN.) (6 MIL. MIN.) \ � \\ --^S L>_J vn y •CAST BELOW THE BAR. \ ti \ ri-.0 -0- 0 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO 1'-5" t \ 1'-5' `* \ 2 ,...,BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR #4 AT B.O. WALL - '- #4 AT 8.0. WALL -- x `t'4. NOT USED. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. '1- .,, '� -5. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. JOINT LOCATIONS TO BE APPROVED BY THE ARCHITECT. 2) #4 AT FTG. \\ \ \ \\ `" \ Sr24( (2) #4 AT FTG. D CV SCALE: NONE SCALE: NONE SCALE: 3/4" = 1'-O" / T / \` SCALE: 3/4" = 1'-0" / T / \, 76,,,,,...Lw. 11, °�°V 1\1 - 1 LAP SPLICE SCHEDULE 2 TYP. SHRINKAGE CONTROL JOINT (S.J.) 3 TYPICAL CONSTRUCTION JOINT (C.J.) 4 TYPICAL STEPPED FOOTING 5 TYPICAL STEPPED FOOTING W/ PONY WALE f- BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT BEGIN FRAMING LAYOUT i ''� REFERENCE 1/51.1 0 0 WALL PLATE NAILING PER UPPER WALL: a' FOR SHEAR AILING SHEATHING NAILING, AND • WITH SHEATHING SHEATHING NAILING, AND ANCHOR BbLTS PESCHED. FOR UPPER WALL BEARING/SHEAR WALL `= r LAPPED AT RIMV ANCHOR BOLTS PER REFERENCE 1/S1.1 SHEARWALL SCHEDULE (P6 NAII/IUNG POST PER PIAN - LOCATE PER PLAN AND SCHEDULE ' `•` SHEARWALL SCHEDULE FOR SHEAR AILING (P6 MIN. U.N.O.) WITH SHEATHING MIN. U.N,O.) ! PER ARCHITECTURAL FLOOR NAILING PER REFERENCE 1�S1.1 FOR SHEAR AILING LAPPED AT RIM STRUCTURAL NOTES 1 ' ORL6S1.1 FOR WITH SHEATHING I ,, co OR LAT M FRAMING PER PLAN PROVIDE ABU POST BASE LAPPED AT RIM 1 '"`�'" S� �' :I A, CONSTRUCTIONril ' OR EQUIV. PER PLAN (OLRAL6/SM1.1 FOR S~-■ � �Jy�� SUBFLOOR: EL. 0-0 / / CONSTRUCTION __ I o �, o 75 SUBFLOOR: EL. 0-0 >-;� l` r l 1 f f l r SUBFLOOR: EL. 0'-0" PATIO SLAB ►- ► cr 0 � �J f / l ! ! 1 ! ! ! !/ r rr f!!!1I !/1I lr!!/!!/ /! �� II///t//�I�1///�%II/ ' {- n z 4 l Il (V PANEL.BREAKII -•--' PANEL.BREAK. �4. � � � o �, �t I GARAGE SLAB �-� ► (I`_,1 • c, Z- N`'' ; FINISH GRADE i 1 F t!� i --,03 o \ 1 111=111=111=M.= Ii . 1� FRAMING PER PIAN -, A-3.1 40 Lu - . .i 0_ IIIFlNISHGRADE 1 \ FLOOR FRAMING cK:11- 2X4 © 16" 0.C. PONY WALL FOR °1�1. FINISH GRADE r. irillSII a i-I I I� 1 4 HDR. CONT. AT d. z Q PER PLAN Ill m x;111 _ �.�. i. 1j,_. a� = JOIST SUPPORT W/ 1/2" DIA. _____ _ =III f 4[j H � T-'T�T:=rn :-1I Q \ = I 14 J--BOLT © 48" O.C. EMBED 6" MIN. ¢ I1= 11=1I1=1I I w I1I--I I HI I I=1ITIN" BSG ® �g• -. ( ' z 1- 4, °' 4 VERT. ® 18 O.C. 11I1�I 1 I, III . 1 ' W - w °O o I a 'a o J 11= - / STD. HOOK 1:I 111 I ... °' a\ �,�/-` ��- Li � c✓� oM0 --\ -\ I I_ 1 • (� EI I ( • REINFORCING A 04 00 cy 1401 cy III 00 ° .i J .° .a oo -I ° ° ° _ d PER •LAN PER PLAN PER PLAN _- -_ --� ua \ \ \ �'\ y _ ,o a - I I hI 11111; ; \ \ \ \ 111111;;1 11-_-; (� _ - -, d SEE DETAIL 7 THIS SHEET FOR T1GHTllNE DRAIN RE: ARCH. " ,;;I11,�111,;,111„ POST AT THICKENED SLAB FOOTING POST AT PATIO FOOTING co 8" BALANCE. 8 SEE DETAIL 7 THIS SHEET FOR ,� 2 / 1'-4" / FOUNDATION DRAIN RE: / / SEE DETAIL 7 THIS SHEET FOR / / ARCH. (1) #4 HOR. CONT. BALANCE. BALANCE. to 1'-4" (,,_ SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" / .f SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" z o r.:4" O 6 TYP. EXT. FOOTING (I-JOIST PERP.) 7 TYP. EXT. FOOTING W/RIM JOIST (PERP.) 8 TYP. CANT. FLOOR JOIST 9 TYP. POST BASE 10 TYP. EXT. FOOTING (I-JOIST PARALLEL) 2 HT•T TYPE HOLDOWN BEARING AND/OR SHEAR �m� - ! d POST PER tOd AT 6/12" O.C. 10d AT 6/12" O.C. WALL PER PLAN HOEDOWN yWW 7I FULL DEPTH FULL DEPTH SCHEDULE PER STRUCTURAL NOTES11 PER STRUCTURAL NOTES PER PLAN - � .� m S6.06"1 BLOCKING BLOCKING PLATE NAIUNG - SEE 1111 1' 1 1p" EACH BLOCK (3) 8d (3) 8d EACH BLOCK DOUBLE JOIST SHEAR WALL SCHED. 1 o - ii w ,Q 1 II 111 °- JOIST PER PLAN I o -- 1 ! ! zit !/ t f J! !! ( !l !J ! !f ! J f ...0ra I.�III O z t BEARING AND/OR SHEAR PLYWOOD i 11� z 1 w ' PLYWOOD PONY WALL PER PLAN I \ t t 1t 1 t tCC' t t t t tws. /� ,a L1 I PT POST SIZE TO I I ATI HOLDOWNOOTING I �I� LENGTH TO BE 2X MATCH BEAM WIDTH , ., _, ;,. ' BEAM PER PLAN L. _ ,1r ► `� i,i� EMBED. DISTANCE SIMPSON A24 OR EQUIVALENT --'s. z z _ __ AI �s� I - = THREADED ROD l WITH POSITIVE ANCHORAGE m m BLOCKING 0 48" O.C. �� JOIST PER In - - T1----7 I-" 2X/3X PLATE W/ 11/16' 0o BEAM PER PLAN z oo z JOIST PER THREADED COUPLER z PLAN (TYP.) "'- I �I I " I I /� DIA. HOLE PLAN (TYP.) I r TO FOOTING SIMPSON AC EA. SIDE _ SHEATHING NAILING AND SHEATHING, NAIUNG, AND <o I i I I 11 REINF. PER PLAN REINF. PER PIAN N ANCHOR BOLTS PER �, I i CONTINUE POST I I \ \ .- SHEARWALL SCHEDULE ANCHOR BOLTS PER 1 TO FTC. BELOW I 1 1 I I I I z I SHEARWALL SCHEDULE A. BOLT PER SCHED. I IIII I I LINE OF FOOTING ¢ -.-....1,-,„ I r 11 a. 11�_ \- CL i 71 7 - 1 = ��'� \ 2X/3X PLATE W/ 11/16 �►• --�- II --- _1_I -- - _i. L BEYOND a „g-: ` =I 11=11. I III= `--1--/III=I 1 1 ii, " DIA. HOLE = UNE OF FOOTING BEYOND -I� T' 1 , .-� I i, II II w r-�-rl \ \ 1 dir �1 W CC II 11 . >r..� PER PLAN PER PLAN I \ SHEATHING NAILING - - - a AND ANCHOR BOLTS o �,� - -- - -- - -� l_- - -- - w �-., Cid (2) 4 CONT. PER BEARING AND/OR (2) #4 CONT. -�... \ �� 1'-4" SHEARWALL SCHEDULES THICKENED FOOTING AT �yy�_� 2X EMBED. ,,..�r EMBED. (1) SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE 3/4" = 1'-0" / SCALE: 3/4" = 1'-0" HOLDOWN - LENGTH TO BE SCALE: 3� = X EM 'PER SCHED. -) c 2X EMBED DISTANCE 11 INTERIOR FOOTING (SAWN LUMBER PERP.) 12 INTERIOR FOOTING (SAWN LUMBER PARALLEL) 13 PONY WALL 14 PONY WALL W/ HOEDOWN 15 HOEDOWN PLACEMENT a u co WALL PLATE NAILING PER UPPER WALL: • r..r{ SCHED. FOR UPPER WALL BEARING/SHEAR WALL 4.a 10d AT 6/12" O.C. 10d AT 6/12" O.C. - PER PLAN AND SCHEDULE `V " FULL DEPTH PER STRUCTURAL NOTES FULL DEPTH 16 PER STRUCTURAL NOTES POST PER PLAN LOCATE FLOOR NAILING PER REFERENCE 1 51.1 e BLOCKING BLOCKING S6.0 PER ARCHITECTURAL STRUCTURAL NOTES FOR SHEAR I1AIUNG 1 Z (3) 8d EACH BLOCK (3) 8d EACH BLOCK WITH SHEATHING PROVIDE ABU POST BASE OR 6" MIN. LAPPED AP)P 6�DSt 1 FOR AT RIM . p EQUIV. AT STRUCTURAL POST ORLATFORM. I CONSTRUCTION 11, J f J ! l l ! / / ! ! f l / / !/ !/ !/ !l ! , l • SEE ARCHITECTURAL FOR J li '� r __COLUMN WRAP INFORMATION ( I �.PANEL.BREAK- irjr--- J1 ill ,...., [� " 4.4 M L 2PIANTURNED DOWN EDGE BEYOND (I 5Ili I IIII \ 1 1 1 � t 1 1 \ 1 . . i I :__ , 11 � �„� � PT POST SIZE TO FINISH � I ►.ti C O GRADE --- 'In Ct Cd CA tO MATCH BEAM WIDTH A � \ �' � FLOOR FRAMING � BEAM PER PLAN _ • __,� I 4----i I PER PLAN �I MATCHSIMPSON A24 OR EQUIVALENT --Is, z I z Q WITH POSITIVE ANCHORAGE m m w - - 1 " TO FOOTING oo BEAM PER PLAN z ao _ / i " BLKG. 0 48 I • SIMPSON AC EA. SIDE - _ 1":44. - ( t '6 I ›"•11 T .,4,4 a: \ REINF. PER PLAN \ 7111 PER PLAN N 111.4, / - t'- "' I o .,:i1,0 E--4 0.4 P-q Fl I� �I I I .11 ' III= ---- --/4REINF. 2111:=4D i 1 ji, PER PLAN ,1, 1, PER PLANiii SEE DETAIL 7 THIS SHEET FOR / 3/4" SCALE: 3 4 = 1 _0 i'-6" MIN. BALANCE. � / (2) ,�4 EA. WAY PLAN POST PER PIAN - LOCATE SCALE: 3 4" = 1'-O" SCALE: = 1'-0" / • " PER ARCHITECTURAL SCALE: 3/4' = 1'-0" 16 INTERIOR FOOTING (I-JOIST PERP.) 17 INTERIOR FOOTING (I-JOIST PARALLEL) 18 SECTION FOOTING FOR POST AT PORCH 20 TYP. EXT. FOOTINGSAWN LUN BER PARALLEL)) BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN PLATE NAILING PER PLATE NAILING PER as (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE •-+ 0.148"X3.25" 0 6" O.C. MIN. WEB STIFFENER AS REQ'D 0.148"X3.25" 0 6" O.C. MIN. y 4'-0" y rn r REFERENCE 1/S1.1 it �r -��T- REFERENCE 1/S1.1 FLOOR SHEATHING AND NAILING FOR SHEAR NAILING FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING FOR SHEAR AILING 20 12d PER STRUCTURAL NOTES S1.0 WITH SHEATHING PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0 PER STRUCTURAL NOTES S1.0 I WITH SHEATHING (20) LAPPED AT RIM RIM/BLOCKING TO TOP I RIM/BLOCKING TO TOP ( LAPPED AT RIM / / a (OR)_6_/S1.1 FOR PLATE PER SHEARWALL PLATE PER SHEARWALL I (OR 6 S1.1 FOR PLATFRM SCHEDULE - PROVIDE --1 SCHEDULE - PROVIDE ,I PLATFORM Z CONSTRUCTION , » 1 , J » ». » ►__,, !~'>{^4 CONSTRUCTION f) ... �. , , , , 0.148 X3.25 0 6 O.C. MIN. �. 0.148"X3.25" 0 6 O.C. MIN. -- ----T1 �, Itl' I►Ir 171":"."--411-4, I 11 . All PANEL.BREAK. i u ii "" PANEL.BREAK. Qn ►e .rI 2r- i 1co millimmillimillimillimilliiiimilial , IL 1 �) ~ iiii CANTILEVER AT SlM. �' PLATEco cc' EDGE NAILING PER SCHED. j EDGE NAILING PER SCHED. j FRAMING PER PLAN �� o BEARING AND f OR BEARING AND jOR I BEARING AND/OR - �, 41 BEARING AND/OR � - •� +' BLOCKING AT 48" 0.C. SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN FRAMING PER PLA SHEARWALL PER PLAN STUDS 01 Q) -4z- 4 s` b NOTES: ADD RIM JOIST/BLKG. ADD RIM JOIST/BLKG. NOTES: �' AS REQUIRED BY AS REQUIRED BY Ipm.• _ 0 1. SECURE JOIST TO WALL WITH NOTES: l\I 1. SECURE JOIST TO WALL WITH 0.131"X2.5" EA. SIDE, 1 1/2" MIN. DOUBLE JOIST �'^ SHEARWALL SCHEDULE ^ 1. SECURE JOIST TO WALL WITH SHEARWALL SCHEDULE 0.131"X2.5" EA. SIDE, 1 1/2" MIN. cn FROM END. 0.131"X2.5" EA. SIDE, 1 1/2" MIN. FROM END. NOTE: %. D a. ` 2. SECURE RIM JOIST TO BLKG. WITH FROM END. 2. SECURE RIM JOIST TO BLKG. WITH U 0.131"X2.5 NAIL TOP AND BOTTOM. 0.131"X2.5 NAIL TOP AND BOTTOM. SPLICEANDNAILTOPPLATEzASSHOWNATALLEXTERIOR0 P UMBING PARTY AND SHEAR ' ' ZJOISTS PARALLEL SCALE: 3/4 "= t'-o" JOISTS PARALLEL SCALE: 3/4 t'-a" JOISTS PERPENDICULAR SCALE 3 4 "= 1'-0" JOISTS PERPENDICULARSCALE: 3 4 "= 1'-0" JOISTS PARAL AT ROOF. W zz V) :76 v SCALE 3/4 "= 1'-0" / / 1 TYPICAL EXTERIOR WALL TO FRAMING 2 TYPICAL EXTERIOR WALL TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALL TO FRAMING 5 TYPICAL TOP PLATE SPLICE BEARING AND/OR BEGIN FRAMING LAYOUT - 5j8" DIA X 6 1/2" LAG BOLT SHEARWALL PER PLAN FOR SHEAR 1SLING LAP JOIST 4" AND POST BRACING FOR (CTRSNK) - (1w) NOTE PROVIDE USE (3) 8d NAILS POSTS EXCEEDING 7 BRACE ON ONE SIDE WITH SHEATHING --,4SHEATHING NAILING, AND vim-., LAPPED AT RIM ANCHOR BOLTS PER AT SOLID BLOCKING FEET TALL 4X6 BRACE (TYP) ONLY AT END POST j SHEARWALL SCHEDULE TO BEAM ONE BRACE AT END POSTS CONDITION. (P6 MIN. U.N.O.} DECKING PERNir REFERENCE 1/S1.1 4.1311 N ARCH. FLOOR SHEATHING AND NAILING FOR SHEAR NAILING ! �� s,�y PLYWOOD PLYWOOD , � t�- `yi PER STRUCTURAL NOTES S1.0 WITH SHEATHING �r 2x BLKG LAPPED AT RIM PLATFOR 1 1 FOR SUBFLOOR: EL. 0'-0" , ,! , , , , z N-�• h - ---- - -- - -- - ----- ..�.��....�SIM ►-,1 tG'ONSTRRRUCTION "� }III ( v - N •E- �. 111.1111111111 I, f� , flt4 ( - - i,i FINISH GRADE `D I»�. . �U��Z�1111WIP:44 • � PANEL.BREAK.OM I 4,I,j �n all\ 12-1117=11ifir±1M-24.111=r11 -f• Q3 al 4- Lecjijj 1� ► �; SII . 2X4 © 16" O.C. PONY WALL FOR JOIST PER JOIST PER PLAN PLAN A I z i I JOIST SUPPORT W/ 1/2" DIA. 1 0 td J-BOLT CO 48" O.C. EMBED 6" MIN. JOIST HANGER BLOCKING , 1 PT 2X12 SPRINGERS BEARING ANO/OR fi H 44 1 AT 18" O.C. MAX FRAMING PER! SHEARWALL PER PLAN ° ¢ I:: N BEAM PER PLAN BEAM PER PLAN `1 LSC STRINGER TO RIM ADD RIM JOIST/BM. ( NOTES: ( d II A CV TE -! 4 �-. 5/8' DIA LAG BOLT OR STRINGER TO DECK AS REQUIRED BY 1. SECURE JOIST TO WALL WITH °O ='� 4 =-'!� 4 di ° SHEARWALL SCHEDULE 0.131"X2.5" EA. SIDE, 1 1/2" MIN. "' .. .�. d ;� 5/8" THRU BOLT (CTRSNK) FROM END. 'I'll I"III"'i I"' SEE DETAIL 7�S6.0 FOR p A: FLUSH BEAM B: DROPPED BEAM -1. P.T. POST PER PLAN " 2. SECURE RIM JOIST TO BLKG. WITH 8" BALANCE. co �' (MAX. HEIGHT = 10-0 ) 0.131"X2.5 NAIL TOP AND BOTTOM. / „ / TALL POST BRACING / 1 -4 / SCALE: 3/4 "= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-O" SAWN LUMBER PERPENDICULAR SCALE: 3/4" = 1'-0" z 5 TO WOOD BEAM 7 TYPICAL DECK DETAILS 8 NOT USED 9 TYPICAL WALL TO FRAMING 10 TYP. EXT. FOOTING (SAWN o 6 TYPICAL CONNECTION LUMBER PERP.) a I-JOIST I-JOIST m U F- N GAP 1/8" MIN. GAP 1/8" MIN. cc < _17 *-- / In c5 w 0 Z I w .r'" (3) 0.113x2 1/2" BOX NAILS ill (3) 0.113x2 1/2" BOX NAILS CLINCHED CLINCHED - 3/4" WEB FILLER 3/4" WEB FILLER ' TIGHT :- ■ II TIGHT �3/4" WEB FILLER L I 3/4" WEB FILLER WEB FILLER ATTACI- MENT WEB FILLER ATTACHMENT SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION SEE ARCHITECTURAL MANUFACTURED RAIL SYSTEM AND CONNECTION FOR ALL FLASHING DESIGN BY OTHERS - DEFERRED SUBMITTAL. FOR ALL FLASHING DESIGN BY OTHERS - DEFERRED SUBMITTAL. rommil DETAILS ENGINEER OF RECORD TO REVIEW RAIL0 Cd DETAILS ENGINEER OF RECORD TO REVIEW RAIL • 1..4 �^• --\ CONNECTION FOR RIM CONSTRUCTION CONNECTION FOR RIM CONSTRUCTION COMPATABILITY. 1 * COMPATABIUTY. 1 1 ',1• •) cd I-JOIST BLKG W/WEB FILLERS 11 I-JOIST W/WEB FILLERS 1 1 I dpi, E JOISTS PER PLAN JOISTS PER PLAN ai. O ,.., P.T. 1X6 DIAGONAL BRACE 3 0131X3" NAILS: P.T. 1X6 DIAGONAL BRACE (3 0.131X3" NAILS: W/ (3) 8d EA. JST. 1ST'TO BEAM W/ (3) 8d EA. JST. 1 JOIST TO BEAM `� tcn i3 1 BLK'G TO JOIST 1 BLK'G TO JOIST �i BLK'G TO BEAM �i BLKG TO BEAM ICN a r ly"i ' 1 1 N'l 1 i I NM MINI MEM MIMI it 1 riiiriffiril ' lowl•i=mnowi SIM/1 =, ,'.1*506. IMIrallrfrl 41;ITY.r117' 1 6N.6 watipt.s- _-iiiii!!14-Auew no.-_ igiiiA frail Yirforo- I { iffr ®o►l� 11 ii. i t izafamog i l l 'pito 1 E Z \\\ JOIST BLOCKING i PROVIDE DIM PAIR JOIST BLOCKING il �, PRpVIDE DTT2Z PAIR AT 6 FEET MAX O.C. UI AT 6 FEET MAX O.C. PO •r--� „ UNLESS LOCATED " UNLESS LOCATED � p (2) 0.228 DIA. LedggerLok OTHERWISE PER PLAN (2) 0.228 DIA Ledgerl_ok OTHERWISE PER PLAN FASTENERS W/ 2" MIN. FASTENERS W/ 2" MIN. PENETRATION TO RIM AT TRIM RE:ARCH. PENETRATION TO RIM AT TRIM RE:ARCH. CD E-4 16" O.C. STAGGERED 16" O.C. STAGGERED -- -�- BEAM PER PLAN BEAM PER PLAN �� O PT 2X LEDGERU SQUARE POST TO MATCH PT 2X LEDGER SQUARE POST TO MATCH r� CC3 Fn to ' NOTE: BEAM WIDTH PROVIDE DTT2Z ASS'Y. AT NOTE: NJ BEAM WIDTH U o 4 L' PROVIDE DTT2Z ASSY. ATBEAM TO POST W/ PC BEAM TO POST W/ PC 16 FEET MAX O.C. LedgerLok Fasteners shall 16 FEET MAX O.C. fliW ° lldPOST CAP DATE ASSY. WITHIN 4 bPOST CAP • FEET OF EACH END OF FEET OF EACH END OF •-• to DECK II DECK I, '' d 11 4 a d • III_4 4 >1 T4 0 Cri a Emil O . 519 I-JOIST PARALLEL I-JOIST PERPENDICULAR SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 16 TYPICAL DECK DETAILS 17 TYPICAL DECK DETAILS 18 NOT USED 19 NOT USED 20 NOT USED S6 . 1 WALL PLATE NAILING PER UPPER WALL: UPPER WALL: UPPER WALL UPPER WALL: SCHED. FOR UPPER WALL BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL NOTE: PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SPLICE AND NAIL TOP PLATES FLOOR NAILING PER NOTE: NO WALL ABOVE AT SIM. NOTE: NO WALL ABOVE AT SIM. AS SHOWN AT ALL EXTERIOR, rn FLOOR NAILING PER FLOOR NAILING PER PLUMBING, PARTY AND SHEAR 0 STRUCTURAL NOTES STRUCTURAL NOTES i P.E.N. PER UPPER WALL STRUCTURAL NOTES I P.E.N. PER UPPER WALL FLOOR NAILING PER AND AT ROOF. (8) 12d ® EXT. WALL STRUCTURAL NOTES 2X4 BRACE AT 12' 0.C. MAX. P.E.N. PER UPPER WALL NOTE: IF PANEL SHEATHING REMOVED P.E.N. PER LOWER WALL NOTE: IF PANEL SHEATHING REMOVED I PER LOWER WALL P.E.N. PER UPPER WALL 4'-O" WITH (4) 12d EACH TRUSS AT ONE BAY FOR FOR MECH./PLUMBING, AT ONE BAY FOR FOR MECH./PLUMBING, P.E.N.I (20) 12d 1111.1.1 P.E.N. PER LOWER WALL RELOCATE PLATE NAILING/FRAMING ANCHORS I PANEL SHEATHING RELOCATE PLATE NAILING/FRAMING ANCHOR' I TRUSS BLOCKING PANEL P.E.N. PER LOWER WALL r f n ai 6"10d 0 O.C. TO ADJACENT BAYSi. I AT TRUSS TO ADJACENT BAYS . DESIGN BY OTHERS ► C _ 0 Z r I' , . < , . _ + , , , r r . ,�] .r . , _,1 < . r r r , , r , . , i 11i r L . . , . . r r r . l r r , . r r . -f I r ��` r! i) 4., ."11! Gti yr � it. ,* * �r1 U2 -r M i T I M 1714! Air `. a�I •.r I I �- Ij CONT. 2X4 RIBBON - IYP. "'- ..� 0 0d •iFLOOR END/RIM TRUSS -� 41 ill 1 I PANEL SHEATING/NAILING 1 Mi co o 41. PANEL SHEAl1NG/NAILING _ i \� III II TO MATCH LOWER WALL TOP TE 1 �')106., orn `� ! III ; TO MATCH LOWER WALL -57e .410 ik 67 i. ►� —II� PANELBREAK 1 I1 PANEL BREAK ,.1� PANEL BREAK 1 1 1 1 1 co r PANEL BREAK FLOOR TRUSS • �� PANEL SHEATING/NAIIING 11 \' PANEL SHEAl1NG NAILINGFLOOR TRUSS ` I �' PER PLAN (0.9.0.) 7 I� A FLOOR TRUSS i / P.E.N. PER LOWER WALL a� FLOOR TRUSS I TO MATCH LOWER WALL PER PLAN {O.B.O.} I TO MATCH LOWER WALL PER PLAN (D.B.O.) ".- % P.E.N. PER LOWER WALL PER PLAN (D.B.O.} BLOCKING, BRIDGING, OR P.E.N. PER LOWER WALL P.E.N. PER LOWER WALL SNDS W 2X4 BRACE 0 5' O.C. MAX EQUAVALENT AT 48" Q.C. 1 h4VRIA; wALLJSTS CHDOR LOWER WALL OIL 0 WALL NOTE: 1 SCHED. FOR LOWER WALL I SCHED. FOR LOWER WALL SCHED. FOR LOWER WALL o AS REQ'D. AT SIM. CONDITION WITH NO WALL ABOVE, WALL AND CEILING L ami JOIST BAY ABOVE LOWER WALL MAY HAVE WALL AND CEILING PER ARCH. LOWER WALL• x d' LOWER WALL LOWER WALL: LOWER WALL: BEARING/SHEAR WALL1\1 U •-4 `o WALL AND CEILING FULL DEPTH ENGINEERED LUMBER, RIM PER ARCH. co PER ARCH. BEARING/SHEAR WALL MATERIAL, OR EQUAVALENT. BEARING/SHEAR WALL BEARING/SHEAR WALL PER PLAN AND SCHEDULE D zo PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE PER PLAN AND SCHEDULE +, ca TRUSSES PARALLEL SCALE: 3 4 "= 1'-a" TRUSSES PARALLEL SCALE: 3/4 »= 1'-0" TRUSSES PERPENDICULAR SCALE 3/4 '= 1'-0" TRUSSES PERPENDICULAR SCALE 3/4 "= 1'-0" JJuJ._ , co 0 SCALE 3/4 "= 1'-0" / 1 TYJICAL EXTERIOR WALL TO FRAMING 2 TYPICAL INTERIOR WALE TO FRAMING 3 TYPICAL INTERIOR WALL TO FRAMING 4 TYPICAL EXTERIOR WALE TO FRAMING 5 TYPICAL TOP PLATE SPLICE _ iii __ _ _ BLOCK FLOOR FLOOR TRUSS PER S! � I - UPPER WALL UPPER WALL: WALL PLATE NAILING PER / DIAPHRAGM EDGES / PLAN 1,4 .111i7 . /iv POST PER PLAN POST PER PLAN SCHED. FOR UPPER WALL UPPER WALL _ - BEARING/SHEAR WALLHANGER AS SPECIFlEDjit--�- -�- -�- PER PLAN AND SCHEDULE BY TRUSS SUPPLIER CONT. 2X4 RIBBON END WALL TRUSS FLOOR NAILING PER �- P.E.N. PER UP'ER WALL c \\4.c\N ( STRUCTURAL NOTCS .-. � _�� ,,>,), N SOLID VERT. BLKG. 2X FLAT BLOCKING P.E.N. PER LOWER WALL HANGER CONDITION SPLICE SEE 5 , 4- \ BEAM PER PLANc SOLID VERT. BLKG. II - I ( TO MATCH POST TO MATCH POST W/ Z2 CLIPS TO TRUSSCS DIAPHRAGM NAILING THIS SHT. 4i o ABOVE \> ABOVE ` `- �- `O ,- ------- �' F .— r_"U` 2 I , r . , , r r r 1 - moi—:.:.riw—i r r .�—, , 1 PANEL BLOCKING t� ; o ,, �`-'� I`-'! � � � '/i� �i�' � � � �, AT BEARING WALLS AT NON BEARING WALLS s �„ v> — ��, %� �`( � 14..-( i / ��r � � AS REQ. cc�-�"�' cu ♦� -, t i .2- 1 r n-y II II — '*' STUDS AT HEADERS: HEADERS: �S -�- 16 O.C. TYP. M 2X8 ® 2X4 WALLS (2) 2X4 MIN. �,0-.3."1 �' il 2X8 i 2X6 WALLS g U.N.O. " UNLESS NOTED ►�I '�"""" OTHERWISE PER PLAN ___,Jr ._! I 5Z = PANEL BREAK -7 NEL BREAK ril r'"` '" PANEL BREAK �. �1�i �l BEAM/HDR ® SIM. X w o` -, j 1 I FLOOR TRUSS ,",, \ FLOOR TRUSS PER Pi /� H i `n coIX . KING SND-TYP. q ao CV I WALL PLATE NAIL PER WALL PLATE NAIL PER PER PLAN (D.6.0.) --' PLAN _ ,� I SCHED. FOR LOWER WALL SCHED. FOR LOWER WALL P.E.N. PER LOWER WALL . �. FACE NAIL W/ o N T in i BEAM PER PLAN AT BEARING WALLS (2) 16d i 12" Q.C. TRUSS BLOCKING PANEL PANEL SHEATING/NAILING w I TRIMMER STUDS: AT NON-BEARING WALLS DESIGN BY OTHERS TO MATCH LOWER WALL LOWER WALL: -vt- ---J'--- --�-- LOWER WALL -4F- --vl-' -4- -1L-- TRUSS BEARING ON BEAM CONDITIONS (1) TRIM STUD FOR OPENINGS UP TO 5'-a" WIDE (1) TRIMMER STUD co POST TO MATCH ABOVE POST TO MATCH ABOVE WALL AND CEILING LOWER WALL: _I_�_� (2) TRIM STUDS FOR OPENINGS GREATER THAN 5'-O" U.N.O. PER PLAN U.N.O. PER PLAN PER ARCH. BEARING/SHEAR WALL BUILT UP BEAM: UNLESS NOTED OTHERWISE PER PLAN co PER PLAN AND SCHEDULE 0.131" X 3' AT 24" O.C. FACE NAIL TOP in TRUSSES PERPENDICULAR " _ " TRUSSES PARALLEL »_ TRUSSES PERPENDICULAR »- " AND BOTTOM STAGGERED ON OPPOSITE SLOES (III SCALE: 3/4" = 1'-0" SCALE: 3/4 - 1-0 SCALE: 3/4 - 1 -0 SCALE: 3/4 - 1 -0 SCALE: NONE z o 6 BLOCKING FOR POINT LOADS 7 BLOC<1NG FM PORT LOADS 8 TYPICAL SHEARWALE TRANSFER 9 TRUSS TO BEAM 10 TYPICAL —IEADER AT STRUCTURAL WALL a BLOCK FLOOR DIAPHRAGM EDGES BLOCK FLOOR a ce WALL PLATE NAILING PER J' / SEE DETAIL 1 THIS DIAPHRAGM EDGES P.E.N. PER UPPER WALL SHEET FOR BALANCE / SCHED. FOR UPPER WALLm FLOOR NAILING PER UPPER WALL: v) BEARING/SHEAR WALL v)STRUCTURAL NOTES 'ER PLAN AND SCHEDULE 0 (2) 8d TOENAILS EA. SIDE --r w Q NOTE: IF PANEL SHEATHING REMOVED440._ 2X6 LEDGER W/ 0.131" X 3" a lx BEAM PER PLAN AT ONE BAY FOR FOR MECH./PLUMBING, AT 6" o.C. TO CHORDS C• I Z MST37 STRAP RELOCATE PLATE NAILING/FRAMING ANCHORS zW RIM JOIST TYP. CONT. RIM JOIST _ -- - - - - TO ADJACENT BAYS , � , TOP PLATE - TOP PLATE . ( r r Ilk1 r 1 p r ,I ,_ , r r r r , I It (3) 0.131" X3" �� , FA : 2 -- '5411---"Z!' II END NAILS ....0k _ Li "IL __________________________ •. .-- .,""— . . - _ . — - ''"' �: ow ��i PANEL BREAK y �� iiimuntll ► ' igi\ <i.\ PANEL BREAK ,� FLOOR TRUSS j P.E.N. PER LOWER WALL PANEL SHEATING/NAILING SEE DETAIL 1 THIS SHEET PER PLAN (D.B.O.) FLOOR TRUSS TO MATCH LOWER WALL/ FOR DIAGONAL BRACE PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 WALL PLATE NAIL PER PER PLAN (0.6.0.) P.E.N. PER LOWER WALL EACH SIDE OF EACH SIDE OF SCHED. FOR LOWER WALL WALL PLATE NAIL PER Cid BEAM BEAM PER PLAN I TRUSS DESIGN B BLOCKING OTHERS 2X4 SCHED. FOR LOWER WALL 2X4 OUTRIER W/ {4) BEAM (2) STUDS MIN. U.N.O. I BEAM/HDR SIM. 0.131" X 3" NAILS TO EACH ____+._...._WALL AND CEILING PER PLAN ___ \/\._.._ POST PER PLAN PER ARCH. WALL AND CEILING LOWER WALL AT ENDWALL TRUSS PER ARCH. BEARING/SHEAR WALL (21 ,--.• PER PLAN AND SCHEDULE SCALE: 3/4" = 1'-o" SCALE: 3/4" = 1"-0" SCALE: 3/4 "= 1'-0" SCALE: 3/4 "= 1'-0" TRUSSES PERPENDICULAR SCALE: 3/4" = 1'-0" TRUSSES PARALLEL g TYPICAL BEAM TOENAILING 14 TYPICAL CANTILEVER FLOOR TRUSS 15 TYPICAL CANTILEVER FLOOR TRUSS . 11 TOP PLATE SPLICE AT BEAU! 12 TOP PLATE SPLICE AT DROPPED BEAM 13 0 NOTE: SEE ARCH, FOR STAIR DIMENSIONS E 0 AND BLOCKING REQUIREMENTS 0.148"X3.25» 0 4" Q.C. C� ps.}Cu P. L = HORIZONTAL RUN STAGGERED V 4 2X12 STRINGERS FOR L<84" 11111.4 Ct 1.75X14 LVL STRINGERS FOR 84'14.4 40" O A35- TOP PLATES 0 E-EBEYOND ,.._ _ ri 0 ct t51) _ 0 MININEL-711;I! --Ti--...,_-�- r _ -- -- 4.4 •� • ...0.:....::.......,4WALL SND 14MIN. LANDING • STRINGERS 1A � AA TUI ,Il rs 111111 lI ,-4 � i1/11 i�s I<IEi ›Nlk Vos,""4 0 al } Ia N w = WIDTH 1 1 U 1 (3) STRINGERS FOR W<42" /I/2" VERIFY (4) STRINGERS FOR 42"<W<48" ELEVATION AT WALL SECTION E-E AT WALL SCALE: 3/4" = 1'-0" 16 TYPICAL STAIR FRAMING 17 NOT USED 18 NOT USED 19 NOT USED 20 NOT USED S 9 . 0 ,N4r.v „...____ _ _,_............_...„.i..uimii 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF FRAMING TRUSS TO WALL CONNECTION ROOF SHEATHING/DIAPHRAGM SEE 1/S9.1 PER PLAN TO 'TRUSSES W/(3) 10d PER 3/S9.1 ' 8d 0 6"0C / 8d 0 6" O.C. OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES 8d 0 6" 0.C. PLIES PRE-FABRICATED ROOF GT „..•- - -, -L- , -I : 1 - - 11/- - - - - - - t.- - - - 1 . Hi , ,,----, \ TRUSS 0 24*OC (TYP.) \ ---. N I 15c -•.„ 1711E tp 11/441 1 0 1-4 1 HZ5A (5) 0.131" X 2.5" (5) 0.131" X 2.5" Ati14414 ,..4011111kk t, ..,..... 0.) 1 SDWC15600 SEE DETAIL 6/S9.1 FOR TOP -,4 . VALLEYIAE:1BE1 CHORD TO WALL CONNECTION _ EAVE PER ARCH. 2 IPMuliaL.,44.2 , .--..,.44 ....._ 2X4 BLOCKING W/ (2) H2.5A (5) 0.131" X 2.5" EA (5) 0.131" X 2.5" EA. (2) 12d EA. END , 1 2X4 EDGEWISE 2 (2) SDWC15600 1 , 1 1 , 0 24* 0.C. 3 (3) SDWC15600 - - 1 1 . JACK TRUSSES AT 24" ...-. 1 1 /--GABLE END TRUSS ----- PROVIDE (2) 2X4 A35 ADD A35 0 48"0.C. ROOF FRAMING PER PLAN ' ' VI, ill ir'-•-_, 1••••• ,... CO oco DIAGONAL BRACE 12d 0 6* 0.C. ••„. FOR H2.5A AND --..., ippoo ...._ -. 1 _ AT 4' 0.C. j-WHEN SHEATHING BREAKS s'-•-, SDWC STYLE '*".-...... 8d AT 6" 0.C. '---> \i4111PrA/11 - 'Al114404004441 • • • w' PER FLAT 2X AT RP PLATE ELEVATION ahh:-...,,_ CONNECTIONS .11101111J 2X VENTED BLX'G. BRACE NOTES ., . bibil:'...' •-... -.. lifr .74-si A BELOW: • -11 PROVIDE 0.131"X6" .. • s. , 4.. •:).... .6, (aL)) 4,PLATE A E /- 11511,.._;i1K. TOENAIL 0 6" 0.C. (OR) 11111111kopmb. 4? .• ...... Ellarb, kr........ 4* 1 IR PROVIDE BLOCKED 7_ :,. ,... - _.._--- ,r••=4* ,........ •-.„. r.., C .... 2 IMM` .ir ••• I -......, A2;i1X4c) OPvENNVAORTioN. TRUSS , . \ / *24, MI 1 I 11 HANGER EXT. SHEARWALL --'.491 , X it_______ Lii I i FLAT 2X BRACE , I NOTE: DIAGONAL BRACE REQUIRED PER PLAN / \ 1.1.-a -6 2 c\/ WHEN CROSSWALLS ARE GREATER THAN H2.5A & SDWC15600 STYLE ; 1 \ CONTINUE ROOF SHEATHING i PER PLAN I ' j :.._ t... ,.. - 81 APART FOR A 2X4 FLAT BRACE SEE SHEARWAII ! COMMON/GIRDER TRUSS '41P40(101111e UNDERNEATH OVERFRAMING. PRE-FABRICATION ROOF \ _.,..± / Ail i D ........4 4_, , 11C.._ .x I 10' APART FOR A 2X6 FLAT BRACE -.. PER PLAN ,.._ ..., 'RUSS 0 24"0C IZ ° .2 rj35 12' APART FOR A 2X8 FLAT BRACE SCHEDULE H1 SME 2x RAFTER 0 24*OC W/(3) 8d IN 0 D cv TRUSS TO WALL CONNECTION TO EACH BEARING/SHEAR WALL PER ifr NOTE: GT HAS BEEN DESIGNED TO TRANSFER ii....••-• L 0 6 TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE EA. END (USE 2x4 IF SPAN < 6'-0" REQUIRED LATERAL LOAD. i _ ,„ 03 o W- -4-) SCALE: 3/4" = r-0" (BEAM/HEADER AT SIMILAR) GIRDER TRUSS USE 2x6 IF SPAN > 61-0"). SCALE: 3/4" = l'-0" SCALE: 1" = 1'-0" i l/) *MEM 1 TRUSS BRACING AT END WALLS 3 1 OVERFRAMING 4 TRUSS TO GT CONNECTION 5 LOW ROOF DETAIL -, _- _ 'TRUSS TO WALL CONNECTION PUES 4$1 SDWC15600 - 77:1- •i,4 a•,:I w•f S:) s.`. 2 H10-2 (9) 0.148" X 1.5" (9) 0.148" X 15" •,/ - 71"4 4--\)\% o.131" X .5" EA. S'&) 44,7 0c‘- .-__ 2 (2) DWC15600 - - 1--- ci_ z a) 4 C) cv - r... •3 00 .,,,SDWC156 - - .... \;>" -1--\„› ____0=44 kJ ROOF FRAMING PER PLAN ,f) c•L,N? j c.). •••,.. •.,, ....A.... . 8d AT 6* 0.C. •Ks, .,..4. ......... /03:1 a t-u1' cc -12.- .n_...4 .74"••••• "'''-- m iiiii„ 0.131* X 3" TOENAIL -....... E.¢ ,5) n 111 \ N/GITRUSS - re) 0 o C`l 1-- 1 tr) DWC15600 STYLE OMMORDER - --4---••-- PER PLAN TRUSS TOWALL CONNECTION TO EACH H1 STYLE BEARING/SHEAR WALL PER csi--73. tr) TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE 11-0" (BEAM/HEDER AT SIMILAR) Z a 6 NOT USED 2 TYPICAL TRUSS TO WA0LL CONNECTIO\ 8 NOT USED 9 NOT USED 10 NOT USED c7i .., . (f) -J < < ia• F) M ix Ct < Cti w a. •• d 1 z z w ....4 • 1•••1 Cd i•••) ag) bi) ct 11 NOT USED 12 NOT USED 13 NOT USED 14 NOT USED 15 NOT USED 0 0 • ymos4 C..) E a.) cd a) -e 4-4 0 z 4-4 cp 0 P4sid4 Pti-( "...0 4.4 (... alit Ct CID a ci.) o 4 2 • r-4 0 r: 0 • > Emma+ PL•4 gto H 16 NOT USED 17 NOT USED 18 NOT USED 19 NOT USED 20 NOT USED S9 . 1