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Plans (15) BU P2015 - 00356 ,, :„ „:„.,,, ,,„,,, RIVER TERRACE RECEIVED DEC 232015 > ITY GETIGAItI) , B9ILDII�G IIIVI�ION 4 i,/,,t,' el, SVVIM CENTER 1 % S Tigard , Oregon e/4.44444944,1 , 4 2� ,,� a ashtngtan 9ai p , mosso F:425.6511I 4 www.m4.44 itbronrltordlt. nm POLYGON NORTHWEST COMPANY ow Ae <len 0 LE AUGn t. KIRKLAND, WA. A 5558 Q PROJECT TEAM PROJECT INFORMATION LIST OF DRAWINGS II I' 0 Oil OVERALL PROJECT Owner/Developer Polygon Northwest Company Al Cover Sheet 109 East 13th Street Project Name: N.W.River Terrace Area 1 Swim Center ai Vancouver, WA 98660 A2 Floor Plan '" (360)695-7700 Location: Tigard, Oregon ff� A3 Electrical Plans & Interior Elevations a Architect: Milbrandt Architects, P.C. Zoning: V-Village 25 Central Way Suite 210 A4 Foundation, Framing, & Roof Plans ,^ Kirkland,Wa. 98033Scope: The construction of (1)wood framed building 0' (425)454-7130 containing Type A,B and S occupancies. A5 Elevations, Sections, & Details J Structural Engineer: CT Engineering A6 Details 180 Nickerson Street- Suite 302 Construction Type: Type V-B construction. z Seattle, Wa. 98109 4 ' :E (206)285-0618 Building Code: 2014 Oregon Structural Specialty Code { i Civil Engineer: Pacific Community Design Inc. S1.0 Structural Notes .n 12564 SW Main Street Tigard, OR 97223 S1.1 Shearwall Schedule and DetailseN (503)941-9484 51.2 Typical Details n as s o .ol- 0 A GENERAL NOTES - DESIGN LOADS = o 1. Comply with 2014 OSSC and all applicable codes and ordinances of the local jurisdiction and the State of Oregon. See structural notes. Sheet S1.0 2. Do not scale drawings. 3. Verify all rough-in dimensions for equipment provided in this contract or by others. a %- All rough-ins shall be approved and fireblocking shall be installed prior to ENERGY NOTESa0 d N framing inspection. a o 4. Verify size and location of and provide all openings through floors and walls, % o furring, anchors, inserts,rough bucks and backing for surface mounted items. Reference: 2014 Oregon Energy Efficiency Specialty Code Chapter 5 Section 502.1.2 5. Provide furring as required to conceal mechanical ant electrical work in all U-factor alternative.An assembly with a U-factor equal or less than that specified Imil finished areas. in Table 502.1.2 shall be permitted as an alternative to the R-value in Table 6. All swinging doors not located by dimensions on plans, interior elevations, or 502.2(1) W details shall be 3" from face of stud to edge of rough openings or centered Roof: R-49 =U-value of.025 < .027 from table 502.1.2 between room partitions as shown. Walls: R-21 =U-value of.060< .064 from table 502.1.2 ILI cc d 7. Plans are drawn assuming the following rough openings: Slabs: R-10 Slab Edge= .54< .73 from table 502.1.2 T LU ti • Swinging doors: Nominal size+2". i Bi-Fold doors: Nominal size Bi-Pass doors: Nominal size+0". VENTILATION NOTES+1-1/2". CO♦/� Z Z Windows: Nominal size+0". V Sliding glass doors: Nominal size+0". 1. Outdoor air inlets shall be provided in windows as indicated on the Utility Plans. Et 8. Fill where required with earth free from organic material. Compact fill in 12" layers maximum. W >- 9. "Finish Floor" refers to the top of concrete slab or top of wood floor E - > sheathingACCESSIBILITY > N o • 10.Exterior walls shall be 2x6 studs at 16" o.c. and interior walls shall be 2x4 studs o studs at 16" o.c.,unless noted otherwise. 11.Unless otherwise noted,plan dimensions are to face of studs and face of Reference: 2014 OSSC (State of Oregon Structural Specialty Code based on 2012 IBC), concrete walls. Chapter 11. 12.Refer to interior elevations for cabinet and counter lengths,dimensions, Parking: v countertop materials and detail reference. Verify all existing dimensions Per Section 1106 table 1106.1, 1-25 stalls require 1 standard accessible stall before installation. and 1 Van accessible stall. •• 13.Provide caulking between sole plates and subfloor and between rim joists at o , both top plate and subfloor. CITY OF TIGARD v' 14.Hydrants shall be in service prior to start of framing. = - 15.Through penetrations and membrane penetrations of rated wall or REVIEWED FOR CODE COMPLIANCE floor/ceiling assembly will require firestopping per OSSC 713. FIRE SYSTEMS Approved: [ 16.Milbrandt Architects is not responsible for construction means, methods, OTC• [L I c \cs,G E )a l� techniques or procedures, or for the safety precautions and programs in All buildings shall have an NFPA 13R sprinkler system installed throughout including exterior connection with the work, and is not responsible for the failure of any Permit #: M \ 7 -IS a balconies and patios per OSSC 903.2.8 which shall include a notification appliance which is contractor or subcontractor to carry out the work in accordance with the Address: ` �t� various contract documents and or governing jurisdiction,regardless of what activated upon sprinkler flow. Any alarms,bells or lights required, due to the design of the [� r ��- i. is shown on these drawings. sprinkler system or integral with the sprinkler system shall be considered part of the sprinkler Suite ►^ system. The sprinkler system design,therefore, needs to include any and all integrated alarms. By: /Wa Date: Y I v C Plans and specifications for sprinklers shall be submitted to the chaining department for review C and approval before installation. C.31;'LIN D46- CD DEFERRED SUBMITTALS OFFICE COPYiA+ as o. W r/ L O Shop drawings and calculations are required for: 0 1. Fire Sprinkler system design, see Fire Systems note this sheet. 0 2. Mechanical, Electrical and Plumbing design and drawings. as) I. d N 3. ComCheck forms for Mechanical and Lighting to accompany mechanical / , w and electrical permits. v ei s. E6o °' z �30 I- 0 co 0 0) 0 ?+ 0. 0 a w o U Job No.: 15-03 U m Sheet No.: cnAl 1°TOILET ROOM DOOR KEY NOTE Insulation & Windows PRIVACY LOCK WITH 'OCCUPIED / VACANT' SLAB EDGE PERIMETER - R-10 SLAB EDGE INDICATOR. PRIVACY LOCK AND DOOR LATCH DISENGAGE IN ONE MOTION. 2x6 EXTERIOR WALLS R-21 BATT INSULATION 20 DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER ATTICS AT TRUSSES R-49 1 OPERATING DEVICES ON DOORS REQUIRED TO BE EXTERIOR DOORS: OPAQUE DOORS U=0.70 ACCESSIBLE BY CHAPTER 11 SHALL NOT REQUIRE TIGHT GLAZED DOORS U=0.35 L;i )? 4 GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST WINDOWS: MILGARD TO OPERATE. PER SECTION 1008.1.9.1 OF THE OSSC. TYPE (VINYL) MODEL U ;9a BUILDING OCCUPANT LOAD ALL GLAZING WITHIN DOORS TO BE SAFETY GLAZING FIXED 5320 A E 0.35 SINGLE HUNG 5220 ARGON/LoE 0.35 ! �`, OUTDOOR SHOWER '� . . ALL WINDOWS SHALL HAVE SHADING COEFFICIENT - OCCUPANT utdo FOR POOL AREA OF 0.40 PER OEESC TABLE 502.3 ' WITH SLIP RESISTANT / �� , ti SPACE OCCUPANCY LOAD DSURFACE, SLAB �� SLOPED TO DRAIN I �tIW � Vie` ,% '% Club Room B 43 14A /S�ic�YweTN Managers Office B 3 `a I e 31'-4" . 32'-0" z Exercise B 12 L 11•-5/ 7-8" 8'-3" I 6'-8" I 6'-4" 2-5" 5-4" fi 5'-525'-0" 5'-0" -6" I 5'-82" aXID D Accessory Spaces @ %oo B 10 C r , I x Pool S (Bathrooms, Hall etc.) � I I II I o LE AUG Pool Storage S 2 1 Pool Storage Less than 2,500 SF I g o CHEMICAL STORAGE 111 SF o Type A4 Occupancy Pool A4 167 RESTRICTED TO NO Type S-2 Occupancy From OAR 333-060-0055 1 I ! KLAND, WA. MORE THAN 2,000 From Table 1004.1.2 5-0 MIL Occupant Load Factor is 15 I I 1 1 �� 5558 Q��� Pool Deck A4 422 GALLONS OF CORROSIVE pAccessory Storage Occupant load = 167 Max. I I I " nF 0�° LIQUIDS. Occupant Load Factor is 300 I Occupant load = 1 Pool Deck II I I 0 I I 6,325 SF Type A4 Occupancy e a0 I I 13A614A tial PLUMBING FIXTURE COUNT From Table ,°D4.,.2 I I I o • TRA1-6M _"-_- A6A5 haarar Swimming Pools - Deck ` 6-0 4-0 SL o TRANSOM /..— 6-C 4-0 SL �� Occupant Load Factor is 15 •OCCUPANCY WATER CLOSETS LAVATORIES 3-0 MTh o Occupant load = 422 I i o in �, a INSUL i I SOFFIT @ 9' SEE SECTION B/A5 _, Jr. 1 HOUR FIRE RATED a 14A 4-0 4-0 F 4-0 4-0 F MALE FEMALE MALE FEMALE A2 4-0 t-s F 4-0 1-6 F As o 1/ WALL FOR SEPARATION TRANSOM -----., TRANSOM rej- L' !o rn B 125 = 1 Y25 = 1 Y40 = 1 Y40 = 1 BETWEEN STORAGEI. ,^ I- ^* z 4 --� 1 z OCCUPANCY AND REST 1 / o' o o _ DIn A4 1/75 = 4 Y40 = 7 Y200 = 1 150 = 2 OF BUILDING -- --� 1 I I. . . . . . . . . " .� ;, TOTAL REQD. 5 8 3 3 M Pool Equip. NJ 1 o 5'-0" r�' r-s"� ® I. . . . . . y UL APPROVED GAS FIREPLACE N °a m A6 I'.'.'.'. Kitchen a INSTALL PER MANUF.'S Io .'.'.'I'.'.'.'. .'.'. .'. 30x48 0 Fire Sprinkler Riser z INSTRUCTIONS I'.'.'.'. .'.'. .'. CLEAR p .'.'. . . . . . . FLOOR G47 SF .a Note: Per OAR 333-060-0170 (Public Health for Swimming Pools) SAFETY GLAZING SPACE Type B Occupancy Club Room 1. . . . . . . . . yP PROVIDE SELF CLOSING STALL 30X48 CLEAR FLOOR 2-0 4-0 F I•• •• ___ From Table 1004.1.2 I �" section 6 on sanitary facilities for limited-use swimming pools, DOOR WITH A DOOR PULL ON SPACE AT BENCH � - I, . . . . . ^ Assembly Unconcentrated r private toilets and lavatories in individual dwellingunits within BOTH SIDES OF THE DOOR 5" 1'-3° I L Occupant Load Factor is 15 m s NEAR THE LATCH. TYP. yr 0 I DW I Occupant load = 43 c Q 1 ,000 ft. of the pool can be counted to meet the number of r r �:0 -- `__� o .� s lumbin fixtures re uired. BEN H / . 3ox48 r F: I D I = O P g cI o CLEAR 0. .' - 1.1 hR --- -z- I DIF. a2 I a oo 'I FLOOR I n' 'i n n Al 02 L SPACE_J. 1 . t=- I o vi `j y o '`r _.t 60X56 CLEAR FLOOR ` N. I �' I. . . . . .}. . L - v_ o z 4. - 'k o SPACE AT WATER CLOSET - • L Exercise , I 2 < oI '-. y 617 SF I. . . . . I 14, 1, `� .� a i .. . Type B Occupancy i. I \ d o 9 © coNC� From Table 1004.1.2 I . .. . . . . . .L---r-- -- -. . . . . . , 14A .' 0 8:12 8:12 8:12 Exercise Rooms J • • A5 I ri RIDGE Ile \ -Q,.GLAZED Occupant Load Factor is 50 rZ • • o 2x6 ® 16" O.C. . L FD • . . i o J OVER ROOF 1 i Occupant load = 12 �, ' �� v 8:12 4:12 SHTG. W/ R-21 8:12 14A ��.7_, I. s UnlseX \ Y' o W BATT INSUL A5 r Rest oorn' 1 " ' \ �l1(/omem� PTD I 3'-Q" , I PTDI ! cto . 134 H di 1 -r T- 7 1 \ : © If�' - 7 - I 6 . � Z to s y �� e I sD I ioNc. 60X56 CLEAR FLOOR © I �/ . . v, J ° PAPER TOWEL DISPENSER -.1 ylJ \ --J / O,\ T • e SPACE AT WATER CLOSET --- '1-�`N a • Managers ^a v { LU a & WASTE RECEPTACLE _-�� 3-0 HCW -`� 00 iT I .. . o o ' 1 0 0 30X48 CLEAR FLOOR ►• g v W T ' - A . i • SPACE AT LAVATORY 3-0 HCW 1 I Office ,� N IN LIGHT POLISHED CONCRETE TYP. �__ I. I. •' 0 I 262 SF i U - - 30X48 CLEAR FLOOR • 3-0 HC,W - z '' I • 14B Type B Occupancy 'a -3 SPACE AT LAVATORY • 1 2 i DARK POLISHED CONCRETE TYP. 8' CEILING i I A5 From Table 1004.1.2 v J = Q �___i �CONc. / HEIGHT r ---'J Assembly - Unconcentrated D� o V- 1'-0" ' 0" ® i I I HVAC I �� • C Occupant Load Factor is 100 -z v ---•-.4 o ❑ A , , /� __ \\ / VAULTED CEILING Mech. ! }_ _ VAULTED CEILING I'fvnJ11 1 X PTD ; 106 © Storage c°Rc. 3-0 HCW Occupant loadt= 3 fr N v o Co• ® ® 30X48 CLEAR FLOOR l T ' ' 4-0 1-6 F 4-0 1-6 F 4-0 1-6 F I SPACE AT URINAL \'‘, i' 4-0 4-0 Fes_-_- 4-0 4-0 F.. 4-0 4-0 F �� coo ,--1 L J I -' • 4-0 1-6 F 4-0 1-6 F 4-0 1-6 F • 3, • z v ---t u 60X56 CLEAR FLOOR i" N 2 „TRANSOM . TRANSOM. TRANSOM \ - Lo o o 4'-0" 2'-8" 4'-0" 2'-8" 4'-0" i SPACE AT WATER CLOSET ---I I - 1'-9y" 17-4" 11-93N/2" m c- • \ I . .. .Hall. - .Vest: . 20'-11" / \/ \I r A z j \72/ 1 m COFFERED CEILING • I - '/ TP L -- \\ 3-01-5 F '� -----N ----� 6-0 1-6 F ® CLERESTORIES I - — TRANSOd «, , --r , 1 r— TRANSOM • 1-1=1 •F • -,4-0 4-0 SL f_S 4-0 4-0 SL�^ 4-0 4-0 SL 4-0 4-0 SLS- �4-0 4-0 SL :!C9711k —� 4-0 4 0 SL �Oa4-0 1-6 F4-0 1-6 F4-0 1-6 F4-0 1-6 F 4-0 1-6 FI I 4-0 1-6 F 1/4" = 1'-0" _- 14A a 13A TRANSOM m I TRANSOM TRANSOM TRANSOM TRANSOM ® TRANSOM i 1Ag 30X48 CLEAR FLOOR A5 OO A6 A A6 I BC M I 1 0" L 1' 0" A5 (Q NOTE: CONTINUE OSB SHEATHING SIDING OVER %" TYPE 'X' GYPSUM TYP• SPACE AT BENCH TYR r a) co 2'-0" 4'-9Y2" I 4'- " 2'-O" TO THE NEAREST CORNER. SHEATHING OVER EXTERIOR WOOD I I I 1 KNOX BOX i i X i i I L as SIDING OVER %" TYPE 'X' SHEATHING WHERE INDICATED I I I I LOCATION. • TO 18 �_�\ ^+ L E GYPSUM SHEATHING I 1 1 IBE INSTALLED 60" A6 W i 0 ABOVE GRADE 1 FLUSH PORCH oh1 }i CD 1 I I I I 1 ❑ / ❑ i 0 ' I- I Y2 1111 8'-11" 6'-8" 6'-8" 6'-8" 6'-8" 2'-6y" � 9'-11 "' gy" SIDEWALKy^ 'THERMA 11'-0' i 38'-1y" 13'-2" g 12,-6,• ' Oa^IULAT1nNAA74._9y2" ,urL IN'ULATION 'T U HEATED z E 4 0, 0 • . C) C " TYPE 'X GWl3 FLOOR PLAN0 a 0 OVER 2x STUDS AT 16" OC 1/4" = 1'-0" 1 HR. GA File No. WP8105 0 Exterior Side - One layer g's' Type X gypsum sheathing, 48' wide,appled parallel to 3 a studs with galvanized roofing nails, 1s/a long, 0.120' shank, 34' or X' heads, 7' o.c. in 0 field, 4' o.c. perimeter. Joints of gypsum sheathing may be left untreated Exterior w cladding to be attached through sheathing to studs. Wallboard and sheathing nailed w to top aid o om plates at o.c. U Interior Side - One layer %' type X gypsum wallboard or water resistant backer board z or veneer base applied parallel with or at right angles to 2 x 4 wood studs, 24' on. with 6d coated nails 1/& long, 0.0915' shank, Ya heads, 7' o.c. (LOAD-BEARING) w L, Joh No.: 15-03 @o) 1-HOUR WALL 3 Sheet No: 3" = 1'-o" PLAN /cn A2 2 N SMOOTH O NONABSORBENHARDT • SURFACE PER SECTION l , * // W3315 W1830 W3012 W1630 W3630 W3630 F LIGHT BAR 1210 OF THE OSSC s �� \ �'/< >\ -1 -1 41" 2'-8" x 3'-6" ,i-,.,,',,a, 1,,c, / e ��" v- SMOOTH HARD �'�' HOOD X /� 54" MIN. I NONABSORBENT MIRROR xr 43" 7 � N ze N 1T7 SURFACE I I,, 12" 42" MIN{ PER SECTION I 24" 12" <":"--- D N \� N/ MAXI 1210 OF THE PLAM. TOP ' MIN. MIN. yiif up% CIIIIt _ —4 OSSC W/TILE SPLASH k ♦ I r „' 2x10 SOLID ♦ j REF '7 ® ® BLOCKING -- ° ' 0A ' , �\ `\ RANGE •/• •\ /• •\ o i' .P.D. L o SMOOTH HARD x o M o OPEN UNDERl_ _) I ,V 0 o 1 NONABSORBENT X u o I o // I Milk i DW �, \ X ,� i %5 i ; -* SURFACE ~ 'v M „ 5#7T (f :di1.-58/ECi N '��- V v \ / \ / N ”' ) ? PER SECTION w >uw.milhrzndtltrsh ct ♦ k T ♦ ♦ ♦ M 1 i m 12,0OSSo a ♦ i 11 r♦ :♦ ♦ ♦ ♦ i - 210 OF THE v DB18 DB24 B36 DB18 DB18 B36 B36 F I 01D Air WATER SUPPLY & DRAIN PIPES 7" TO 9", WATER SUPPLY & DRAIN PIPES 1 18" FINISHED SHALL BE INSULATED OR CONFIGURED SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT TO PROTECT AGAINST CONTACT WALL ir 0 LE AUG ` KITCHEN co _`'J UNISEX RESTROOM 4 C C �,`KiRKLaND, WA. 3/8"=1'-0" 3/8"=1'-0" ye.* 5558 lip 0 F O�c�s — -d SMOOTH HARD SMOOTH HARD SMOOTH HARD > NONABSORBENT NONABSORBENT NONABSORBENT co SURFACE SURFACE SURFACE PER SECTION PER SECTION PER SECTION s SMOOTH HARD 1210 OF THE 1210 OF THE 1210 OF THE `'' 4-10 y NONABSORBENT OSSC OSSC OSSCy 4'-10" r a LIGHT BAR 60" 60" 3oj. LIGHT BAR 41" v; 41" PERIN ; 54" MIN. a 54" MIN. , 43" Al"43" 1210 OF THE 4'-6" x 2'-8" t I 4'-6" x 2'-8" t 21 12" I, 42" MINI � I OSSC 24" 12" 12" 24" i, I I (12" MIN. ''MAX 12" MIRRORMIRROR r+� MAX. I I • MIN. MIN. " MIN. MIN. , I . ~ II PLAM. TOP W/TILE SPLASH . ACCESSIBLE 'LAM. TOP W/TILE SPLASH ♦ I I WALL-MOUNTED 2x10 SOLID I I Al ♦ J L__ 2x10 SOLID r - — I $ BENCH I BLOCKING -J L_,c______i c BLOCKING 42" MIN. , ICS ♦ 20"-24" ACCESSIBLE �` ^� 42" MIN. y C`' I --}_ 20"-24" I - J w •ro _ rei ' ' WALL- " x 71 In ki iACCESSIBLE _ \�–�! r n MOUNTED BENCF `do n J 4 8 0° ' MOUNTED BENCH L D `� n • _ w ACCESSIBLE WALL I 1 T.P.D.,} ; WALL-MOUNTED 0 . 5'-8" k ( o ---i ro `co o X �' 0 T.P. . I o e i _ro BENCH M Ni "--%'_T-J m I o, `� `t - -�--�m - i 5 ? rdi \ 7 , ,, '77 7 2) I// :i. EN a r TO 9'I SMOOTH HARD WATER SUPPLY & DRAIN PIPES J 18" S� 18" WATER SUPPLY & DRAIN PIPES SMOOTH HARD-1 7" TO 9"♦ 0 0 SHALL BE INSULATED OR CONFIGURED 1 FINISHED FINISHED— .9--11-01 SHALL BE INSULATED OR CONFIGURED NONABSORBENT * = 0 NONABSORBENT SURFACE PER TO PROTECT AGAINST CONTACT WALL WALL TO PROTECT AGAINST CONTACT SURFACE PER SECTION 1210 OF THE OSSC 411) TION 1210 OF THE OSSC WOMEN 9 ,� 7 8 9 10 EN 3/8"=1'-0" 3/8"=1'-0" a c- co a- N o o INTERIOR ELEVATION NOTES cc co HOT WATER AND DRAIN PIPES EXPOSED UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE z O COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. III J I.THE FORCE TO ACTIVATE CONTROLS ON LAVATORIES Z a < c AND TOILETS SHALL NOT BE GREATER THAN 5 POUNDS. W J a � STRUCTURAL BACKING FOR GRAB BARS SHALL BE INSTALLED U o W GRAB BARS SHALL CONFORM TO THE STRUCTURAL REQUIREMENTS OF ICC A117.1-2009, SECTION 604.5. W W PROVIDE Outdoor 2 H O m FOUNTAI 5'4. 15" WHEELCI Shower AND ST/ c Fuel Source — W in w� J W Cr FUEL SOURCE FOR FURNACE, W z .a a WATER HEATER AND FIREPLACE SHALL BE NATURAL GAS _ Pool Stor. o CD Z = r� 7 \ , N F- r CONTINUOUS MECHANICAL cc/ - N 1TO o p ♦ �8"� ♦ N. ♦ VENTILATION R ODIRECTLY REC L TO ,TO Pool / PHOTOCELL in k (PHOTOCELL ;v� s Q 11" I 6 t — — t. •••• . .. ...:.:. MOM , j7tat; _ – – _.�'\I ... 11) DRINKING FOUNTAIN 7 Pool Equip. iitc�'en :Jr.0 _ _ �IClub Room bN _ _ 4 >1 I Rab - � 1 1 17 �. 1 :C 1 oo l 1; �i'c A / 1 — �0 • P.-if= i 1 1 ea 1, �! . I i t::- C) O. s ..`. :::' :.. ` i i I m1 -Liz i to L E a ¢ d 0© 7 k . L • 41=11 CD 3 I Exercise 1 l nisei - ,.. . :, W C i. a1 ° omen i i > L d n - ` .. . .: i i Rest. - 1, TO CO E -1-- a h.� ` � -- anagers' E : co 0 ELECTRICAL LEGEND E �r ' -, SEE A/A21 -I P ;I. Office •� o z -- —.Men` 1 i .� ‘at ; , ' i ; - En C 0 DUPLEX RECEPTACLE OUTLET $ SINGLE POLE SWITCH DIRECTIONAL CEILING VTR VENT THROUGH ROOF 8GM ELECTRIC BASEBOARD s \ 1 Co ? 0 MOUNTED LIGHT ,_8.13±L_, HEATER k Vest. 1•\1. aI V♦ 0 en SPLITEX WIREDC RECEPTACLE A(SWICLE OUTLET TUP HALF) $3 THREE WAY SWITCH 0 WAINDOW INLEWITH OUTDOOR O ., "K:/ ' `o L' ` _ - , . - o-._ - -.-b - a >1 7 THERMOSTAT CEILING MOUNTED LIGHT T * H:al . ® 0 cat$ DIMMER SWITCH �' DUPLEX RECEPTACLE OUTLET *EXHAUST FAN TERMINATIONS ® SMOKE DETECTOR — — .n ' a AT EXTERIOR WALLS MUST BE WITH BATTERY BACKUP �- o MICROWAVE $T TIMER SWITCH gip RECESSED CEILING LIGHT; INSTALL EMERGENCY I, • • INSTA L EMERGEN Y rii w IC RATED - SEE 12/D1 A MINIMUM OF 36" AWAY FROM © CARBON MONOXIDE ALARM LIGHT OVER TRANSOM LIGHT OVER TRANSOM x x ,- A TECH PORT ® RECESSED CEILING EXHAUST FAN OPENINGS INTO BUILDING INCLUDING w 50 CFM MIN, 3 SONES MAX, OPERABLE PART OF WINDOWS, ❑ I❑ TEL. TELEPHONE JACK 4" ROUND DUCT. SEE 15/D1 WALL MOUNTED LIGHT WINDOW INLETS AND DOORS. EXIT ILLUMINATED EXIT SIGN WITH BATTERY BACK-UP POWER EMERGENCY EGRESS TO N TV TELEVISION JACK r] AUDIBLE SPRINKLER V -A CEILING MOUNTED TRACK LIGHT I r, I METER CENTER LIGHTS IN ACCORDANCE WITH 2014 PHOTOCELL SFA FLOW ALARM OSSC SECTION 1006. z Job No.: 15-03 C ELECTRICAL PANEL ow ❑ TECH PANEL �t WALL-PACK EMERGENCY EGRESS m Sheet No.: LIGHTING WITH BATTERY BACK-UP ELECTRICAL PLAN 3 POWER IN ACCORDANCE WITH 2014 A3 OSSC SECTION 1006. o i I FRAMING NOTES SHEAR WALL NOTES HDR HEADER XA FB FLUSH BEAM P4 SHEARWALL TYPE - SEE S1.1 FOR SCHEDULE / GT GIRDER TRUSS SHEARWALL WITH FORCE TRANSFER „ ,33,x( AROUND WINDOWS. SEE 1/51.1 FOR • ROOF TRUSSES DETAILS. ? �-- Z 0 POST LOCATION, SIZE OF POST OR QUANTITY OF BUNDLED STUDS INDICATED. wzrairin SHEARWALL - REFER TO NOTES BELOW THE WOOD SHEATHING SHALL BE APPLIED TO SIDE OF STUD WALL HANGERS INDICATED ARE SIMPSON STRONG-TIE , a n d t SHOWN AND SHALL CONTINUE ABOVE AND BENEATH OPENINGS. � SEE DETAIL 10/S1.2 FOR FRAMING REQUIREMENTS AT TYPICAL SEE SHEET S1.1 FOR TYPICAL SHEARWALL DETAILS ENTIRE SIDE BEAMS AND HEADERS. ih , lik, ROOF SHEATHING SHALL BE AS IDENTIFIED ON SHEET 51.0 SEE SHEET S1.2 FOR TYPICAL TRUSS - TO SHEARWALL % 4 Y 1--G-0 CONNECTIONS. 0C e. Y „ t' j SEE SHEET S1.2 FOR TYPICAL WOOD FRAMING DETAILS. 1 11 v r i 13 yq; . i , Allh1 OVERFRAMING 51.2 iicua/ii// //%/�� € -- ® 51.1 r ABLE EN TRUSS i eD ��OVERFRAMING AREAS WITH 2x4 AT 24" OC WITH STUD SUPPORT AT I— 48" OC TO TRUSS BENEATH. CARRY ROOF SHEATHING THROUGH 0 - FALSE GABLE. PROVIDE 2' x 4' HOLE IN ROOF SHEATHING FOR ATTIC I ® " C , VENTILATION AND ACCESS. SEE DETAIL 11/S1.2 Si1.2 = C.. t0 0 Immo — ALIGN DRAG TRUSSES W/SHEARWALLS AS SHOWN ON PLAN _ 1 ® r IGS 0 LE AUG c� ra I ® ® FuF C`(, ' 1 cp KIRKLAND, WA. "' OT �I 04 V/ ; r,-J.-- --- --SABLE- ND-TRUSS--- r�A� 5558 �c� • 111 -� 4 ♦ (2) 'x8 HDR 2) 2x8 DR (2) 2x8 HDR�®1 1/F O� -J �{ 4x12 HDR 2) 2x8 HDR '2) 2x8 HDR I ® i ✓ o as .. ._._. m / ® 4 • r ......... �j _ 1 6P6) IX _s."1" �r ._ �'" "� 8 I`-- S1. .7 ❑ r v... ai:, ii-Xi A.:i.• •:ii :ie 1 1 ie N•:::::::::::S :r§ti ENTIRE na..; i asc.:: 'i` 1 1 SIDE tl !� tiz %=' ✓ 1\ 0 .; i 3 ES CONTLi INUE SEE N 14 ��� 51'cJ ® z ■ (Ns in sz ` iii........",] ® o SECTION A/A5 L- n_bnDR(50 PLF) 1.2 - cu • -XI- \ L I ■ J ago IZ o-- j-+--gT v 2 2x8 HGR - -- = Z •- 1 �J l%//il//ice _�r :.Y/2'9q w _ J ® J X rJ N - ./) 7 j •• co co m C �� w Lii w 4 l( m ® ¢ ¢ - HOLD GABLE TRUSSES FLUSH I N Y a --1 Id N TO INSIDE FACE OF FRAMING Li o L.0 J I J K rr rr rr '' 3 w ¢ mo ...:::uS:::OC m o = n snimme)// = w N .. O -\\3:1) -voltam* sem ram a a_ 1 Nam N o N t0 X w N ai L co 2) (2) (2) ce I O - . O2x8 HDRi o'4C Tis �x8 �iDR2xE HDA 2x HDRC I --(2) 2x8 HDR 2 2x8 HDR`2 - - ..,,^_____ t.:::,..._.._r�� _f__ __ ___ aL i13 _ 1J I = �,.1, BALLOON FRAMED WALL t51.2 I 82Nz OOENTIRE SIDE XIA6 ,..,(2Q 2xd HLR ) 8 (2) 2x8 HDR 1 2x H (2) 2x8=f-N (2) 2x8 fIDR I x10 HDF (2) 2x HER SHEAR WALL PLAN _ L 15 I -- ---- J Z N PLATE TYP. © J .- 1/8" = 1'-0" 51.2 +2'-0" RAISED BALLOON FRAMED WALL _;.. -'xiO*HDF - � HATCHED WALLS a. r AT CLERESTORY r SEE 2/A26x6 POST I - 6x6 POST (XLL. 0 °3' ' X'°'6 ROOF FRAMING W 74'-9%" r Z C C o` I F-------- in �� r 11'-5Y2" 7'-8" y 23'-8" r 32'-O" �'6'" 11 Z DOWNSPOUT P6 I V a r CONTINUOUS AT LOW ROOF1 '-6" A a GUTTER, TYP. (AREA 3 9 r ,� re NV 6 2 LL ,����,/�,,,������ 51.2 51.26 ` 0 0 I II �I L—\\/tr/ a n 4II 1 ❑ ❑ ' 6 0 17A it � � C m 8:12 I I 198 P6 S1.2 17A j ` 1 THICKENEDCI) P6 r � I o SLAB EDGE J l a 0'-0" I I m Z :7_711 = n � SLOPE } r-- -r r-J. I I o Co 1 Ya /FT. I I = IJ L i 0 I o 1 0'-0" 1 1 ^ F 9 AREA 1S62 L I i J� i L J i 0 t �- r n �P 4A E n M UI E _ ® L1171;t1-----•- . 8:12 8:12 8:121 ` - 0,-0" Am 4.12 r �A E E ^ E LA _ v fl v E P6 8:12 CP-6>I11'-7" 131-33/2" 4" CONCRETE SLAB RESTROOM v OVER 10 MIL. VAPOR BARRIER ,, di O —O �H o VENT • 0 O" OVER 4" FREE DRAINING MATERIAL 1"' r J P6 'r V a OVER COMPACTED FILL SEE _, L DETAIL 19A/A21 =� ^+ i E 1'-0" r } 1'-0"I r Alb N W L o' o" ® 1A5 C H c V 13 9 4:12 17A AS ® o 0 0 d N As ko AREA 2 A5 A5 ke J -' 5162 ' r O E3, to —1 L 1 As o'-o" 0 1'-6" DOWNSPOUT TO) a r-I r1 I ® 1. 6" . Lfi J y �_ {_� if, . • • H Z r ' GUTTER BELOW LJ LJ g 17A I SLOPE I ' 0 / 0 I y„/FT. I 0 DOWNSPOUT TO 51.2 A5 I I I ‘0‘‘1" 1 GUTTER BELOW n I I 0'-0" I a >1 I ROOF PLAN N 1 .6 ' ` P.T. 6x6 �� 8 198 ,�P.T. 6x6 3 a THICKENED S1.2 A5 SLAB EDGE 1'-0' 1' 0" w 48'-11" 13'-7" 12'-3y" z ROOF VENTING CALCULATIONS r 74?-9Y2" r 3 Low Eave Low Jacks High Jacks Vented FOUNDATION PLAN Roof Attic Area VentingRequired Venting Provided (SI) Description (SF) Ratio Venting(SI) Vent(LF) (Qty) (Qty) Soffit(SF) % % %ol�req'd 1/8" = 1'-0" U Job No.: 15-03 7.9 50.0 50.0 5.9 Lower Upper Total 70 Sheet No.: AREA1 2,932 1 / 1300 1407 126 0 17 0 995 54% 850 46% 1845 131% 0 A4 AREA 2 137 1/ 150 132 20 0 2 0 158 61% 100 39% 258 196% "' 0 0 AREA 3 25 1/ 150 24 0 0 0 25 148 700% 0 0% 148 617% 7 x DIM. PT. - - - r COMP. ROOFING OVER 1'-6" . 3Y2° �. N pp ROOF SHEATING OVER U.N.O. DV 1 # � SEE I-SHEETS FOR THRESHOLD SHALL NOT P.T. PLATE I, 1 14B I n VERTICAL 4" I GREATER IGHT. I, r TRUSSES AT 24" O.C. ROOF PLAN BUILDING ENCLOSURE / 0 1� -� I D1 \\ DOOR SILL DETAILS. 99� I COMP. ROOFING �3 THAN 1/4" MUST BE BEVELED • � � INTERIOR INTERIOR ' - - CONT. RAKE FLASHING I `\ OVER ROOF SHEATHING AT MAX. 1:2 SLOPE. .I OH VARIES CONTINUOUS METAL a \ F.O.S. I OUTRIGGER 1 SEE ROOF PLANS / ° mOVER MANUF. ROOF TRUSSES AT 24" O.C. ' a- \��' �' LAP 4" MIN. W/ 2 ROWS PATIO At X111 1 RAKE FLASHING oI CONC. SLAB �, \ OF SEALANT AT ROOF " ��� ���_���_��lea' I BUILDING 10 GRADE 0 19A ttt1111& \ INSUL. BAFFLE \ I INTERIOR ' LAP 4" MIN..WITH OUTRIGGER Ya MAX. VERTICAL LIP 2 ROWS SEALANT � r tir Lz yr_,.X .r' I LAP UNDERLAYMENT FLASHING ON I DOOR THRESHOLD AT ROOF „ IIP10-4 1� 111, a GABLE END GABLE END? r-str.Y,.Y--• iY La _ _ _ TRUSS " MIN. DOWN FASCIA EACHSIDE 0 FINISH FLOORi THEDOORP..�it.s..�••.��I, d 111= —I I 1F�� III" \ 12 • TRUSS UNDERLAYMENT I I I I I I III— ° ' 8 SLOPE I19A \ ti METAL LAP 1" MIN. DOWNIII=1 —III=1 I III 111- a a a a , � j� \ FLASHING FASCIA - I11- I—IIIIII 1 a 7l��.�� I I ( MAX.) \ 1 •� Ft ii I — — 2x12 RAKE FASCIA Ye:12 MIN. Ya:12 MAX. j �j a of r • . s a d: © �I a'6 \ - , ' I l I Ct 4 • • 0 •=►, ° %. r; ©��' I TO \ a ° tea: ° L =1I I- a ° a �► I CONE. e cis 0 4" FTG. DRAIN z ° III— ��: I '0,0 y-,,, \\ I OUTRIGGER AT 24" O.C. • • • • • • • • . .• • • • • _`_`-`,`,`, � `�� 12 I ,t IIIIII III "' I O METAL 1 • • •.�• • • �,�-• • -�-� • �.� c • •111 , • • � • • �� SLOPE VARIES ° _ / GUTTER 2x BLOCKING TRIM => LI II E111 I-11111111 Ell1E I L 111 I IlllW - ¢ Ie ' _ - ROOF PLAN /'• Sty€1e 210 - FIRM BEARING EX1R. WALL % SIDING k Z III `\� —I I V /O , , I=II '// SIZE AND °-a _--�aj���l SEE S SHEETS FOR + j e�z �� III=)I -IIIA REBAR o- ° a \\\��������///) %'. STRUCTURAL INFORMATION 1'-6" 2X12 BACK 18 -II IIIIIIIIIII k �' BALLOON-FRAME EXTERIOR WALL 4 LET � � 4 a wa1 U.N.O. ON FASCIA q5 —I I AT SCISSOR TRUSSES =III=III ROOF PUN GWB ��.I ' SEE STRUCTURALAVID ilen, 0 EXTERIOR WALL 0INTERIOR WALL I \irFOR REBAR AND SIZE �� vi/1; I �� TYP. FOOTINGS 1 3 TYP. ROOF EAVE DETAIL 9 TYP. RAKE DETAIL 5\ FLUSH DOOR DETAIL GABLE ROOF OVERFRAMING1 -g. 0 LE AUG co 2 1" = 1'-o" SECTION 1" = 1'-o" SECTION 1-1/2" = - ( = = c, KIRKLAND, WA. ,' o" SECTION \ / ," ,' o" SECTION - " - 5558 C� � � 1 , 21' o" SECTION NOTE: SHEAR DIAPHRAGM MAY OCCUR ON EITHER _ 98. n F it' _ ROOF TRUSSES A 24" 0 SIDE OF THE WALL OR SIDING OVER ON BOTH SIDES. INSULATION BUILDING FELT AND RIDGE \ SHEATHING.--1GWB OVER 2x " GWB OVER _ _ _ ` '�IIligigigilg STUDS AT 16 OC. - - - - - - 12 atN liViVilligill I SHEAR PANELSRIDGE C ,r GARAGE WALLS FIRE WHERE INDICATED \- perfa� 12 12 8 0, i I-I !--!--1111111111111.111.1111 /// /// TAPE ONLY. ON SHEAR PLANS I4 8� ri- f11i11t11i111i� I 2 TI�pR /// ,; N 12 ATTIC m,u11. — 1 4 12 / 03 12 8� 18 12 I S L TI• 2 s 1 4Mir nil 0._ 4I �Ir11 11x... . � ° Yz" GWB CEILING "' mos... -mmnln■..._7. .. ,,,,yy���QI41 1 Nulls ---- - .__amain 1. PROVIDEVAPOR VX'PGWB ATBARRIER GARAGEINSIDE CEILINGFACE OF GWB. 6 N - - - - rr W 4.1 qa r DLATE �r� / .- a TOP PLATE f % FIRE TAPE ONLY1 • R \I ■■���■ � , a HALLWAY -/' 11 148 �--_ I� a %" GWB OVER 2x6 STUDS AT GWB OVER 2x STUDS 1 \ EXERCISE I ENTRY MANAGERS I�u ��'�( , 16" O.C. PROVIDE PVA WALL AT 16" OC. GARAGE o ` I OFFICE I N PRIMER AS VAPOR BARRIER 17A 19A 17BL � . I- ON WALLS FIRE TAPE ONLY. ! __INSIDE FACE OF GWB .,��r-� Mr A5 A5 14�A r.• = 14A it 14A I w ._ � 8� TYPICAL ROOF/CEILING EXTERIOR WALL U INTERIOR WALL FINISHED FLOOR �\r� HED FLOOR Gr CF i9! „ � • o y, \ / 1-1/2" = 1'—o" SECTION �.._ - 17A z' O 4" CONCRETE SLAB 1 4 TYPICAL WALL SECTIO N A SECTION B A5 1/8" = 1'-0" (AMERICAN MODERN) 0/ 10 MIL VAPORPLAN 3" = 1'-0" 1/8" = 1'-0" (AMERICAN MODERN) BARRIER 0/ 4 FREE uo DRAINING MATERIAL o ' a N AGGREGATE WITH NO FINES) ® o = In o c 0/ COMPACTED FILL CONCRETE B N FINISH FLOOR SLAB \ - - - - -. 2% SLOPE A5 112 • 8" CLEARANCE �_ RIDG L- TO GRADE - - - - - - RIDGE - ___ - ,�_. I W O Q 1/1111,1 i!r-it_s!r !r:�!Y,•X iz-i!Y!Y a.. 2 I -IDLE - - - - - - - - - MEN - - liiiil� 12 t 12 � i- -.ly-IyIi.1 1��yI:.1�,1y- .iliUn �4 �_ 8V V are$;iY;.•Y_;•Y-•r-•Y-st�0Y-ter • I—I A�In■Innl■1�- -aLs. - o -- 12 ,limnnnn�n.n1.. qn..._ ,11, 12 Z o Ie. I. I I Iiumnunm Iw■ m. qn.n.-_ Titer ninu■. W I■iumnul■nuun.nmil• qn�.n Pa n■nun■u,. 8� y 1 111-1117H11-111=-1 , I I- I I I6I"I I " cooD 8� .1:■111■1■■■11�1■■■11■1■.1111■■1111.n.. r■■■1.■ .�1■111■11■111■11. 12 ,/) 1=III- -III \ 9 .n`mn.umnnlunuul.numuum,• .Ipn �iuuuuuuuuuu,. • nn mmmnnn■mmsnn■.um■mmnnm. •s 1.- 12 +�� .iuuuuwuuwun■n,- N .iim■_r_nnnnnmm�unnnnn■unn 1E11 I, , m„ .alib nnnumn■ n 8 THICKEN SLAB TO I .linnetnm.mnnuLnunn.�nnnm �nl■ne, qn■. •�: -�4 �n}1W1���U1N� I41„1}111WA,11}A,-I� � N Q .innnlRlIIIMIIIIIMIIIIMIII1•.111■■1111""1111••'11■I` InL Il�_ FIBER CEMENT iY'YIYVfiYYiY +, iYl�liiWYfY' 0 Z f , iii■nnnnLnn■■nnnn■n11u■nn■unlul■nlnnln■n■no- a1 I •I L. ■inrir-1__-�- ■iiiil. �./ A MINUMUM OF 2" nnnnuum■ uln.mnn••,.n■mn.n1■uuunnmm�nNnu, ari■.. a nu■�-. SHINGLE SIDING ® W linn■Lmmn nnnnnnr vnnnunu■nMIMInl II MUM •11111 •u11 flet„_ rinlm1 ono. .. BELOW GRADE j Iin■uunuunn■umumnl 20B un■wnuuun■nnmunlnunm■,. Mil,. •Im,n in"- .:n nm nn■nh• im. niunnmunmunmun.um nnnlrnnnuunnnulul=nunn■n, vet �S .uuu��uun Inuunul •i■u■n1,- N TOP PLATE I:m iinnim nimu mu li nn�iu n• i arg nunninm•Iumlulunm. 'III mwwum■I ■u■uu u1n. inlumMI r , ,eu-i' ��■1■IIInI I■■■1■m-� n.■ ll■■■1 111■11\.. All■111■11■11■n1�L- m > .� B _—_—_—_ -------- x111.1..■II■In■11.1..■11.1..■11.1■.TILL_.. III 1■L"JI■L■■11.1■■■1164■III■111■11■InIlO.- - - l 7`Jj ' - I .1mI= 11 1 ( / .:��1��..��1���i��1�..11 1.1 .1.11 1.11111..1 I�IIIT..1■11■�.1�11.. .:�111..11111..�T11T..�1,. �; 2X12 BELLY BAND _ 2 r a TYP. SLAB-ON-GRADE PORCH/PATIO SLAB EDGE L_J U i� / FIBER CEMENT BOARD _ LJ L—J 1 > ° o AND BATTEN TYz" M o • BATTENS ® 12" 0.C. _ W DETAIL • III11I Ill FAUX WINDOWS FA = 11111111111 I 11111111111 _ Awe W 19 = taw-et-sic-2: - - _- --_ ---__ . _ _ . _-_- _-_ __ _ ■ 111. lrssx —=I ■_t �I rn - sasss�ar �3 msr� �� rte_ SIMULATED _ -- --- a--a- �� _ _/ J 1-1/2" = 1'-0" SECTION FINISHED FLOOR .. ._ - € & �a�r � STONE VENEER I = c _r =-=-- -_- I1II �_ o d •_ FIBER CEMENT 20A 20A '" u SIDING AS A5 co OVER SHEATHING - PLYWOOD WALL SIDE ELEVATION REAR ELEVATION SHEATHING FIBER-CEMENT SIDING (AMERICAN MODERN) 1/8" = 1'-0" (AMERICAN MODERN) FRAMING OVER OSB SHTG. 1 TAL FLASHING, PLACE I III I AD OF CAULK UNDER METAL FLASHING I , FLASHING / © 'il© z • BBEVEL OTTOMTOP BELL 2x4 TRIM !E "•I 2x10 TRIM BAND 10 DEGREES ,� � II a B CD c� 1 m u a 5/4 X 6 TRIM �` III o \ .1• v L FIBER CEMENT SHINGLE SIDING wE Yz" GAP BETWEEN z ,�_� RIDGE -------------------- — — } RIDGE — — — — — — — — — — — — — — — I— — — W L HARDIPANEL AND m RIDGE RIDGE - C) 0 TOP OF FLASHING /I o P.T. FURR STRIPS I III 1.. 12 C V dqr DO NOT GROUT �Ii■r" I� i■a' 16" O.C. Amor IiiLk. 12 /III ,111 r' limm�u,. t 12 8� >` 0) ++ .fin nnnnunn■. `- _= 4� nnI- d■1■■1■Iumnu■1• � = COMPOSITION ROOF � d N .1igr .il1 ■■IIn■■III■Lnlli. :A3 iser 11iur Iinnnunn■nunuunli�. "o� 8 ♦ ♦ > I- A VENEER AT BASE % i:11.- AI■II■III■11■III■11■III■Inlll■In.- �--_ - vILL / 0 12 oily •liunnu■wnlnuunuuullunl■..__ 12 0 1■r----- -----n - 11r--- --- ---iT■ h".••It- FRAMING BELLY BAND AT FIBER 4 �IIy' dl■1■non.■II■Onll■Ilnll■1■■111■L■■III + III 1111 1 1.1111 IIIIII 12/ I i1■r• lim■unu■n1■uummOun■ununnm r. 8 i nL■ nI1.1 T i & BELLYBAND � CEMENT SIDING _ a, 1'1111111111MIISIIIMIIIIII "' �� 1■ 4� GUTTER OVER 2x12 FASCIA �+ L FINISH NOT SHOWN r. niur .liuunnnnm■nummMnmununnl■nnrl-===�� 9 (Q fp 1),4 \ liii'�I .inn- I■ TTI III■1■■■1111■■lll■Igai hill■nI■ fila \ A6 BOXED BEAM :w ninunnunnnnnnnmummnummm�nm =L. tm _ STONE VENEER 1 — "' ,:[�> q ' .iiur .fim■nn6mmu6mnunmm�mnnnnnlnmla ?nl. ® — ■� I .i1nr' AIIIm■■alla IILn1I11■■■1111■■IIIII■n11m■■IIII■■-III '■111.1.. I SEE ELEVATIONS > 11-111 a 1n -t I•� ior' nuun■nunnnnmuumumnnmmn■■nn11■nn =-nunu. • 3 n IV al -> SQUARE WOOD COLUMN WITH _� .:Inn■unmunnnununuuununnnuunllLulmunu _nu■u■n1■ w _ TOP_PLATE _- ■ STONE BASE C (I Sr'l .:11■In■11■ITnII■Il■■ll■II■III■1■niLn■■11■InII1■m■II■II■■11.1..1 7,,.-----r--=Im■II■1■■1 /' -a ■ SHEATHING 111 ` �> ar_-ter � --- -- - - - - 1 �l �J ��L—� I I err _ _ I ■ ■■ral� �� -� CORNER TRIM ''^^ 0 It BUILDING PAPER OVER till o �~ — / o �_ �:'� = EXTRUDED VINYL WINDOWSaSHTG/CEMENT BOARD, a I aii _ WINDOW SURROUNDOUNDER SIDING TRIM - ----- IAND FINISH MATERIALi ■ — — — _ z_�azs-a..r r, " i, '� " i I —��I, �■1 , Q, _ FIBER CEMENT BOARD & BATTEN P: .-ter.. �a -`� '�_ �_--_�L'-s--1������'r_���C ==lsTr' �- 5� I 9_��Vis..--r_- o 1111"' FINISHED FLOOR ■ =s. •'_'} �'`-� � _°'�:-;== _� FINISHED FLOOR ----_-1--__..--_-_, ...-r..._' __=_�F _ _— ' —= I it;. STONE VENEER E �;'_—- j c__ — _�—� _ _' _ _ - -- _ COLOR: CHARCOAL MIST USE P.T. SHEATHING /: �• /II© - COVERED CONCRETE PORCH EXPOSED F I FDN. HL PER FDN. PLAN D B A 18 - 20A WHERE WITHIN 8" OF ------- AGGREGATE WALKING SURFACE EXPOSED EARTH SEE STRUCTURAL A6 A6 A6 A6 A6 A5 m ING SIZE - - - . AN FOR FOOT REBAR SIDE ELEVATION FRONT ELEVATION ! JobNo. 15-03 (AMERICAN MODERN) 1/8" = 1'-0" (AMERICAN MODERN) o SSheet No.: 1/8" - 1' 0" r---- DETAIL 1/2" = ,' o" SECTION 0 A5 f STONE BELOW SEE FRAMING 2'_q3 /4" Ye"x 1Ya" CORNER TRIM 1 %"GYP SHEATHING INTERIOR PLANS FOR SIDING INSTALL 2'-23/" ¢'GYP. SHEATHING ^i PER MFR. REQ. 4 TYP. ALL SIDES 2X4 FRAMING _ 2X6 STUDS CO 16" 0.C. HEADER SIZE /��= A 1X SILL p�� FAt ���: 24 GAGE PPM �- 2X6 FRAMING - - F��. .F�<!f 2" RIGID limm=1� FLASHING WITH P.T. 6X10 %/�Mi‘111.1111111111111,71. 2X6 STUDS Fel �� - INSULATION �� + %Gos'0, 1s E 2" END DAM / 3X6 TRIM © �� �11s.., lo1o , //, �o„��Al (lilllli, '��► 1►1 Jiil1` �.a ° r-,” � 6,r `,� - `��!t s w ��. - !tk$���1��1��1�I1■ SEALANT `er 4" 1" DADOYz" HARDI PANEL "SMOOTH" fI�� I'file, 1il OVER GWB OVER PLYWOOD I�f' �li ,_ la, I -.- ;',sl -si Fa '// _ _ ° ° 1' llY2' 11/2" a 0I I fel i "�sZ©li WRAP GWB ® WINDOW II4 LAG SCREW- :,T : — MN. 10' SLOPE Y" HARDI PANEL "SMOOTH" ! � SCREEN all� �a x12 WOOD Ji" TREATED PLYWOOD STONE VENEER 0/ TRIM HEADER P.T. 6X6 .3/A22 1I ABOVE BELOW i — g III I� Ye"X1Y4" CORNER TRIM W.T. W.T. MORTER SETTING BED 0/ iii WINDOW FLASHING 5.00' P.T. 2X6 + LAG SCREW { ( 1 Y2" TREATED PLYWOOD ©�� ©��1 FXTFRIOPo / WINDOW Ll 'C f ( S �,� _® MORTER SCRATCH COAT 0 INSECT SCREEN LATH 6X6 POST 1'-7" TIP. 0/ 15.00' 1'_5/8" / (2) LAYERS WRB 0/ P.T. 6X6 i CAULK HARDI-PANELOR2'-0" TYP 1'_37 1)/2" ntral ','.ay, Suiia 2IQ SEAM BEFORE I P.T. EXTERIOR SHEATHING 0/ � /8" INSTALLING TRIM ®EXTERIOR PILASTER 2x P.T. FRAMING P.T. 2X6 '., P.T. 6X10 � ', r4sdas!lingt s: 43tk33 ABOVE WATER TABLE , s�� ONLY sr. / 5�.713] F. 92�65o.!� U ✓ 1" DADO 1 a wwv:.nulbrundtarch.14011 113) DETAIL C9� DETAIL 5Y4" / GWB EACH SIDE OF °w 'o3 • # �C��L d j�� , C ,- WOOD STUDS _.... .00 LAG SCREW �l 4=��i�\\`\� 2X4 FRAMING O o P���I �I� i I 0 LE AUG n iii-tilli I.j\ -2X6 STUDS 16" O.C. P.T. 6X6 (. �civ///o/i ///ii% ��� y y \ P.T. 2X6 WOOD CASE MOULDING �� (, % 1�1 s- '�jS c TREATED PLYWOOD INTERIOR 1 >P KIRKLAND, WA. u ' p� / wcc •• \ 1X SILL TO ¢ OF 2X6PFRAMING ���� w ��=' ,ell \ 2X4 FRAMING " ""F�� LAG SCREW LAG SCREW n LAG SCREW �7i� 5558 ��� INTERIOR ���I ! I 7 7 Is n 6X6 POST %118 V — I,i — o y �� •' STONE VENEER 0/ — —INSECT SCREEN - .� III �` �,o�, In n I/ F O - M STONE VENEER 0/ — � i— n 0 i',�, 111 AIl, 1.. 1 III. I1l��ll' I;; \ MORTER SCRAMORTER TCH 0 0/ ►<!r �F�_���©� A = MORTER SCRATCH SETTING BED 0/ V 0 2X6 FRAMING IS �ITS-111-11.,.666 E ZI 'HP LATH 0/ E'� •F II MORTER COAT 0/ ru J O �i "E�' � '�li; (2) LAYERS WRB 0 INTERIOR GLAZING ` LATH 0/ I "�" / STONE BELOW Thin i���� F►�tl� i• / O (2) LAYERS WRB 0/ 0 II©�C�a ©©=�1�� Y"x 1Ya" CORNER TRIM IIF��! saa s»s• :::assssa.:� P.T. EXTERIOR SHEATHING 0/ A __ _ , _ WOOD STOP TYP. 15 EXTERIOR SHEATHING 0/ r////////////////////////////////////////A + TYP. ALL SIDES 2x P.T. FRAMING ' ' EACH SIDE . + + 2x P.T. FRAMING r� I I BY" °a •a cn `z Y�" HARDI-PANEL "SMOOTH" _ 2Y2" TO F.O.S. OVER GWB OVER PLYWOOD BELOW WATER TABLE TYP 9)"TW 9Y�"TW TYP. 00 00 BELOW WATER TABLE 3X6 TRIM ABOVE WATER TABLE �- � ' , , - ,._., +r-1 _ EXTERIOR INTERIOR u INSECT SCREEN _ 18 DETAIL 14 DETAIL -- DETAIL431 �g) r.--A ,"=,'-O" ,"_,' /6- BRACKET a . \ 2 3/4" = 1'-0" CV CE, CV a° N L 2'-6/4" 12 COMPOSITION COMPOSITION 4r±11_ 1 SHINGLES 2'-6" 2'-6" o > SHINGLES 0 3" ROUND RAISED HEEL ALUM. OR PVC 12 COMP ISITION 12 • VENT PAINT TO 11480,01111. RAISED HEEL SH NGLESg111 ``/2IIIII/III�II RAISED HEELATTIC GUTTER I =� MATCH TRIM s11 + �s �J2X12 FACIA i I� INSID� COLUMN `,I ' ;<:III�IIIIIIIIIIIIIIIIIIIIIIII \ o TOP PLATE FACE hl'�' ' t ' ' ! ! ' ' i ' a 00 ? 1. -. .. . . N. , I I .1.7.4����L�.����.� TOPS PLATE = o I ► 1111, o BRACKET SEE ,^ 3" ROUND ALUM. GUTTER r \ a= f COMPOSITION 12 DETAIL 6C/A6 PP_ n V OR PVC VENT �� I 1 �� I:a ! SHINGLES 1'-103/8" /12 1'_103 " 8Ce PAINT TO MATCH b 2X12 FACIA �/ N �� s 0TRIM LOCATE ON N �1 `�� GUTTER i„ 3" ROUND �LW%aX12 BELLY INSIDE COLUMN FACE �= ALUM. OR PVCCOMPOSITION ��(/�!BAND 5.00' I�IIIIIIIIIIIIIIIIIII ! 2X12FACIA �� VENT PAINT TO _41�'l�s�il'BRACKET SEE ► I 1 111 IBUILDING TOP PLATE p�■ MATCH TRIM SHINGLES ��laDETAIL 6B/A6 s`�.I����'�'ill111 BUILDING �� BUILDING LOCATE ON TOP PLATE AI I I I ! ! TOP PLATEo+ 5.00' ��� _-._. + �► ` . . . . �.�.�.�.1.11.'.1.1_, N �Il�s TOP PLATE 3" ROUND o� TOP PLATE L INSIDE COLUMN �� 1►—�� %X12 =�� ALUM. OR PVC =� j FACE s SIM V�mm�^„ ��s W BELLY BAND �� VENT PAINT TO �� q a ��; I ' Q �► MATCH TRIM �► ! 0 —01111 �; ►1 V =� LOCATE ON �� GUTTER f �I GUTTER ��� 0 ==€ W ��� INSIDE COLUMN �m l �; .....0 �I/ ��° �� FACE -= 2X12 FACIA / ! 2X12 FACIA 0 = a �, to Iwo! ►_ s ��► o �_' s -►_, — E 3 ►� %X12 ISS %X12 %X12 ►,j o �� BELLY BAND ��� BELLY BAND / 5.00 �! BELLY BAND ��i �, ; �� j �� ! BRACKET SEE ►�f Cl), I.� f �� I DETAIL 6A/A6 �� p Oft" ill 0 rn j P.T. (2)2X �. �► to Imo= FURRING - a =_ SECTION B2 I =_ o P.T. (2)2X FURRING 5 0 3/4" = l'-0" b =�! 0 SIDING OVER % Imo 1 i sew ! GYP SHEATHING 1 _e ' o -at=—! o CEMENT BOARD OVER + I�� , =_; P.T. PLYWOOD SHEATHING E� �! •a 3" ROUND ALUM. .a �� °� "moi >1 r� OR PVC VENT I�� i =! C PAINT TO MATCH + + �� + F ��!. a) (C r TRIM LOCATE ON .1..v.441 i�� ti' o j are () a INSIDE COLUMN FACE i• �► �' i�' Si� L 3X6 TRIM •11 3X6 TRIM ��€ �� 3X6 TRIM ► /11. — I1� c0 E 2X10 TRIM y■y 2X10 TRIM '-. Imo► 2X10 TRIM / E 3X6 TRIM Ar W V/ L iT 11 Q�1! ��seas �`V -1110 2X10 TRIM 11, �i F� O V Ilill 1iz // s� P.T. (2)2X FURRING .// �. / ��! %' a % MORTER TONE SETTINGNEER BED 0/ �! �I L a - STONE VENEER 0/ j ^ %} 1G ^ P.T. PLATE / / I -4°MORTW MORTERER SCRA CHGCOADT 0/ % P.T. (2)2X FURRING I Imo_ / i MORTER SCRATCH COAT 0/ IWO 1 LATH 0/ % "' C� 2 O 3 USE P.T. SHEATHING WHEN / "' t LATH 0/ / USE P.T. SHEATHING WHEN 4i Imo► 0! ��E '>3 /f, / �! �� WITHIN 8" OF EXPOSED EARTH / (2) LAYERS WRB 0/ �• ��! +-+ i (2) LAYERS WRB 0/ WITHIN 8" OF EXPOSED EARTH �; �q P.T. EXTERIOR SHEATHING 0/ ! ��! EXTERIOR SHEATHING 0/ 0 ' j I =� INSECT SCREEN V _ 2x P.T. FRAMIN % 5. ■� _ C13C Z 2x P.T. FRAMING G ;/ P.T. PLATE " 4! �� / /', 5. 1- / �= ! 1" GAP P.T. PLATE ��t P.T. PLATE INSECT SCREEN I ! ; CI 3 1" MIN. GAP FINISHED FLOOR eggs Fl ISHED FLOOR +_ FINISHED FLOOR 1" GAP �I ��f FINISHED FLOOR �'^/� �+ jj` _ 1/ . + . . ♦ ' . . j ►tea V/ aI Pr 1" GAP i !I 0.0 �► r / 4" FTG. DRAIN 4" FTG. DRAIN, 4" FTG. DRAIN O IHII II L=1 _1�-Jll-=�1 Aii '-IIIN = E -1 l 3 0 to 1 0 • �-.--,T •:e `_T :l e -T N K w Z Job No.: 15-03 Lu U SECTION A SECTION B SECTION C SECTION D N Sheet No.: A6 3/4" = 1' 0" 3/4" = 1'-0" 3/4" = l'-0" 3/4" = 1'-0" M N 2 1 ABBREVIATIONS 2 STRUCTURAL NOTES & AND IN. INCHE(S) 01000: GENERAL REQUIREMENTS 03000: CONCRETE 06100: ROUGH FRAMING 06176: METAL PLATE CONNECTED WOOD TRUSSES °' ® 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 (WCUB) PREMANUFACTURED PLATED WOOD TRUSSES SHALL BE MANUFACTURER DESIGNED AND m FEET(FOOT) INT. INTERIOR DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, STANDARD ACI 318-11 "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 ca " 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) AND OSSC # 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 ASSEMLED FRAMING TO MINIMIZE SECTION 2303.4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED PER THE = EQUAL(S) JT. JOINT THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. REFER TO APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACI 318-05 SECTION WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH REQUIREMENTS OF SECTION 01330. DESIGN FOR THE SPANS AND CONDITIONS SHOWN ON / PER ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND DIMENSIONS 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR ENTRAINING CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED U.N.O. PER PLAN. LUMBER THE PLANS, LOADS PER SECTION 01200, AND THE FOLLOWING: 0 U 6 K KIPS(1000) NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS AND PIPES ETC. NOT SHOWN. ADMIXTURE CONFORMING TO IBC SECTION 1904.2. THE USE OF WATER SOLUBLE CHLORIDE SPECIES, GRADE, AND PROPERTIES FOR EACH USE/LOCATION SHALL BE AS FOLLOWS ROOF Z_ t A.B. ANCHOR BOLT ION SHALL NOT BE USED. U.N.O. PER PLAN/SCHEDULE: TOP CHORD LIVE LOAD SEE SECTION 01200 ABV. ABOVE LAT. LATERAL THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY Fb Fv Fcp Fc E TOP CHORD DEAD LOAD 10 PSF ADD. ADDITIONAL LB. POUND(S) CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING THE CONTRACTOR SHALL SUBMIT MIX DESIGNS TO ENGINEER OF RECORD FOR APPROVAL USE/LOCATION SPECIES GRADE (PSI) (PSI) (PSI) (PSI) (PSI) TOP CHORD DRAG LOAD SEE PLAN - cy co ADJ. ADJACENT L.B. LAG BOLT(S) ERECTION. BACKFILL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE FOUR WEEKS PRIOR TO PLACING CONCRETE. MIX DESIGNS SHALL BE REVIEWED FOR TOP CHORD NET WIND UPUFT 7 PSF (NET) 0 'I WALL STUDS/BLOCKING ch ALUM. ALUMINUM LG. LONGPROPERLY SUPPORTED. CONFORMANCE TO IBC SECTIONS 1904 AND 1905. CC LONG(ITUDINAL) 2X, 3X HEM-AR STUD 675 150 405 800 1.2E6 BOTTOM CHORD DEAD LOAD 5 PSF ALT. ALTERNATE LGTH. LENGTHHVAC SEE MECHANICAL cu m THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. THE CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: 4" WIDE L APPRX. APPROXIMATE(LY) LGMF LIGHT GAUGE METAL FRAMING LIVE LOAD DEFLECTION L/360 LU ARCH. ARCHITECT(URAL) LLH LONG LEG HORIZONTAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE EXCAVATION, N CO co SHORING, AND OTHER WORK WITH ALL UTILITIES AND ADJACENT PROPERTIES. CALL THE 28 DAY MAX. MAX. AIR SPECIAL LOCATION 2X, 3X HEM-FIR NO. 2 850 150 405 1300 1.3E6 N 0 ASSY ASSEMBLY LLV LONG LEG VERTICAL W C „ CV UTILITY LOCATE SERVICE PRIOR TO ANY WORK AT 1-800-332-2344. STRENGTH W C SLUMP ENTRAINMENT INSPECTION AND 6" & WIDER B. BOTTOM LSH LONG SLOTTED HOLE(S) / 06185: STRUCTURAL GLUED LAMINATED TIMBER BEL. BELOW LT. WT. LIGHT WEIGHT fc (PSI) RATIO (INCHES) (PERCENT) REQUIRED APPLICATION GLUED-LAMINATED MEMBERS SHALL HAVE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION BEN BOUNDARY EDGE NAILING L W. LIGHT WEIGHT WALL PLATES 01100: CODE REQUIREMENTS 2X4, 3X4 HEM-FIRW STUD 675 150 405 800 1.2E6 (AITC) IDENTIFICATION MARK. EXPOSED MEMBERS SHALL RECEIVE ONE COAT OF END ^ B.F. BRACED FRAME ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2014 ORSC (OREGON 2500 0.45 4±1 0±1 NO FOOTINGS SEALER APPUED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. SHOP 4 _ 0 3000 0.45 4±1 5±1 NO FOUNDATION AND STEM WALLS DRAWINGS SHALL BE SUBMITTED PER THE REQUIREMENTS OF SECTION 01330. DESIGN �° BLDG. BUILDING MAS. MASONRY cit BLK. BLOCK MASN. MASONRY STRUCTURAL SPECIALTY CODE AND 2012 IBC) AS ADOPTED BY TIGARD, OREGON. 3000 0.45 411 511 NO EXTERIOR SLAB ON GRADE, )_ c. 3" DRIVEWAYS, CURBS, WALKWAYS, PATIOS, PORCHES, STEPS EXPOSED TO 2X6, 3X6 HEM-FlR NO. 2 850 150 405 1300 1.3E6 MATERIAL PROPERTIES SHALL BE AS FOLLOWS: C� ' BLKG. BLOCKING MAT. MATERIAL +- BLW. BELOW MAX. MAXIMUM WEATHER, AND GARAGE FLOORS. USE COMBINATION SYMBOL SPECIES CAMBER U 01200: DESIGN LOADS 2500 0.50 5±1 0±1 NO ALL OTHER CONCRETE JOISTS Z Z co BM. BEAM M.B. MACHINE BOLT �? LIVE LOADS 2X, 3X HEM-FIR NO. 2 850 150 405 1300 1.3E6 SIMPLE SPAN BEAM 24F-V4 DF/DF STANDARD BMU BRICK MASONRY UNIT MBM METAL BUILDING MANUFACTURER CONTINUOUS BEAM 24F-VS DF DF ZERO 1 1 om ca BN BOUNDARY NAIUNG MECH. MECHANICAL ROOF (SNOW) 25 PSF ONE COMPRESSION TEST MINIMUM SHALL BE COMPILED FOR EVERY 150 CUBIC YARDS OR DF/DF BNDRY. BOUNDARY M.E.J. MASONRY EXPANSION JOINT 5000 SQUARE FEET OF SURFACE AREA FOR EACH MIX DESIGN PLACED EACH DAY. A CANTILEVER BEAM 24F-V8 DF/DF ZERO TEST SHALL BE THE AVERAGE STRENGTH OF TWO CYLINDERS MADE FROM THE SAME B.O.E. BOTTOM OF EXCAVATION MFR.. MANUFACTURER SAMPLE AND TESTED AT THE SPECIFIED AGE. ADDITIONAL CYLINDERS MAY BE MADE FOR LEDGERS B.O. BOTTOM OF MFRMEZZANINESNOW LOAD DESIGN DATA: 2X, 3X DOUGLAS FlR-LARCH NO. 2 900 180 625 1350 1.6E6 UNEXPOSED GLUED-LAMINATED TIMBER SHALL BE INDUSTRIAL GRADE. TYPICAL, UNLESS B.O.F. BOTTOM OF FOOTING MIN. MINIMUM Pg = 20 PSF, Pf = 14 PSF, Ce = 1.0, Is = 1.0, Ct = 1.0, • INFORMATION REGARDING POST TENSIONING, FORM REMOVAL, STRENGTH DEVELOPMENT, OR 4X DOUGLAS FlR-LARCH NO. 1 1000 180 625 1500 1.7E6 NOTED OTHERWISE. EXPOSED GLUED LAMINATED TIMBER SHALL BE APPEARANCE CLASS BRDG. BRIDGE(ING) MISC. MISCELLANEOUS OTHER PURPOSES. CONCRETE SHALL BE ACCEPTABLE IF: PER ARCHITECT. U BRG. BEARING MIL. METAL WIND DESIGN DATA: 1. NO TEST FALLS 500 PSI BELOW THE SPECIFIED STRENGTH BEAMS AND POSTS BTM. BOTTOM BASIC WIND SPEED: 120 MPH (ULT.) 93 MPH (ASD) 2. THE AVERAGE OF ALL SETS OF 3 CONSECUTIVE TESTS DOES NOT FALL 4X DOUGLAS FlR-LARCH NO. 2 900 180 625 1350 1.6E6 06190: MANUFACTURED WOOD BEAMS "' BTWN. BETWEEN (N) NEW WIND IMPORTANCE FACTOR: Iw = 1.0 BELOW THE SPECIFIED STRENGTH. ;,,��1/,,/,(7,774 / WIND EXPOSURE: EXPOSURE B CONCRETE NOT MEETING THE ABOVE CRITERIA SHALL BE SUBJECT TO FURTHER TESTING 6X DOUGLAS FlR-LARCH NO. 1 1200 170 625 1000 1.6E6 MANUFACTURED/ENGINEERED WOOD BEAMS SHALL BE THE SIZE AND TYPE SHOWN ON N.L.B. NON-LOAD BEARING TOPOGRAPHICAL FACTOR: Kzt = 1.0 Al NO ADDITIONAL EXPENSE TO THE OWNER. THE DRAWINGS AS MANUFACTURED BY TRUS-JOIST OR APPROVED EQUAL. STORAGE, C CAMBER NNO. NEARER DE INTERNAL PRESSURE COEFFICIENT: GCpi = +/- 0.18 ERECTION, AND INSTALLATION SHALL BE PER MANUFACTURER SPECIFICATIONS. MICROLAM 'a CAME. CAMBER(ED) N.T.S. NOTRTOISCALE COMPONENT/CLADDING WIND PRESSURE: P(C) = 25 PSF RESHORING, WHERE REQUIRED, SHALL CONFORM TO ACI 301 SECTION 4.6. SUBMIT 06101: STRUCTURAL FINGER JOINTED LUMBER AND PARALLAM MEMBERS SHALL NOT HAVE NOTCHES OR DRILLED HOLES WITHOUT PRIOR N CANT. CANTILEVER(ED) PROPOSED RESHORING PLANS TO THE ENGINEER OF RECORD FOR REVIEW. STRUCTURAL FINGER JOINTED LUMBER SHALL BE PERMITTED TO BE USED ENGINEER OF RECORD APPROVAL. SHOP DRAWINGS SHALL BE SUBMITTED PER THE i S> CF CUBIC FOOT N.W.C.NORMAL WEIGHT CONCRETE EARTHQUAKE DESIGN DATA: INTERCHANGEABLY WITH SAWN LUMBER MEMBERS OF THE SAME SPECIES AND GRADE. REQUIREMENTS OF SECTION 01330. DESIGN MATERIAL PROPERTIES SHALL BE AS FOLLOWS: grease4 '4:; o C.I.P. CAST IN PLACE STRUCTURAL FINGER JOINTED LUMBER SHALL BE GRADED UNDER AMERICAN LUMBER u: p z ° 0 C.J. CONSTRUCTION JOINT O.C. ON CENTER SEISMIC IMPORTANCE FACTOR: le = 1.0 CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR 3/4 INCH IF NOT STANDARD COMMITTEE "PRODUCT STANDARD PS 20-99". LUMBER CLASSIFIED AS STUD MEMBER E (PSI) Fb (PSI) Fcp (PSI) Fv (PSI) z co , N O.D. - OUTSIDE DIAMETER SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.972 51 = 0.423 SPECIFIED BY THE ARCHITECT. a _ cp N _ CL CENTER LINE USE ONLY SHALL BE LIMITED TO VERTICAL APPLICATIONS ONLY. LUMBER WITH CERTIFIED LW = MICROLAM 1.9 E6 2600 750 285 w O.F. OUTSIDE FACE SITE CLASS: SITE CLASS D0 �7 . • c,� CLG. CEILING EXTERIOR JOINTS IS NOT RESTRICTED TO ANY TYPE OF LOADING. PSL = PARALLAM 2.0 E6 2900 650 290 o Z CLR. CLEAR O.H. OPPOSITE HAND SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.720 SD1 = 0.445 std - a� OPNG. OPENING SEISMIC DESIGN CATEGORY: SEISMIC DESIGN CATEGORY D LSL = 1.75" 11MBERSTAND 1.55 E6 2250 750 400 COL. COLUMNCBASIC FORCE RESISTING SYSTEM: BEARING WALL SYSTEM LSL RIM = 1.5" TIMBERSTAND RIM BOARD '(S CONC.NCONCRETE DPP. OPPOSITE 03100: REINFORCING STEEL 06102: FRAMING NOTES /931 1, DESIGN BASE SHEAR: Cs = 0.120 W REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318-11. CONN. CONNECTION ORNT. ORIENTATE(ION) FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND CONST. CONSTRUCTION OSB ORIENTED STRAND BOARD RESPONSE MODIFICATION FACTOR: R = 6.5 (LIGHT-FRAME WALLS) REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE OR EQUVALENT USP - CONT. CONTINUOS O.W.J. OPEN WEB JOIST ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE STRUCTURAL CONNECTOR. ALTERNATE EQUIVALENT HARDWARE MAY BE USED WITH PRIOR 3 BEARING WALL STUD SCHEDULE CTSK. COUNTERSINK APPROVAL BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' N ASTM A-615 DEFORMED BARS GRADE 40 (fy=40 KSI) FOR #3 BARS ONLY w o CTR. CENTER(ED) PAR. PARALLEL SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE E-. yr co CY CUBIC YARD P/CASTM A-615 DEFORMED BARS GRADE 60 (fy 60 KSI) FOR #4 BARS AND LARGERc0 I PRECAST REQUIRED FASTENERS INTO EACH MEMBER. PROVIDE SOLID BLOCKING AT ALL BEARING STUD SIZE ¢ w M PEN PANEL EDGE NAIL 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 to N PERP. PERPENDICULAR EARTHWORK AND FOUNDATIONS ARE TO BE CONSISTENT WITH THE GEOTECHNICAL ASTM A-185 SMOOTH BAR (fr-60 K5I FOR WELDED WIRE FABRIC AND SPACING -a a - d PENNY(NAILS) ( y- ) TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO �n DB DROPPED BEAM PL. PLATE ENGINEERING RECOMMENDATIONS. ALL FOUNDATIONS ARE TO BE FOUNDED ON FASTENING SCHEDULE PER IBC TABLE 2304.9.1 OR TO THE FASTENING SCHEDULE ON EXTERIOR TYPICAL U.N.O. 2 X 6 2 X 6 0 16" DBA DEFORMED BAR ANCHORS PL PROPERTY UNE 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 SHEET S1.1. PER PLAN -) co DBL. DOUBLE PLN PLAN GEOTECHNICAL ENGINEER. FIBER MESH UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPUCE o DCW DEMAND CRITICAL WELD PLMBG. PLUMBING SCHEDULE ON SHEET S6.0. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS INTERIOR TYPICAL U.N.O. 2 X 4 2 X 4 0 16" DEPT. DEPARTMENT PLYWD. PLYWOOD CONVENTIONAL FOUNDATIONS HAVE BEEN DESIGNED WITH THE FOLLOWING PARAMETERS: SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. FOLLOWS: PER PLAN )0 ALLOWABLE BEARING PRESSURE 2000 PSF PSF POUNDS PER SQUARE FOOT DET. DETAIL cco v DF DOUGLAS FIR PSI POUNDS PER SQUARE INCH ACTIVE EARTH PRESSURE (YIELDING) 35 PCF COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE: NAIL SIZE DIAMETER LENGTH BEARING WALL NOTES: a DIA. DIAMETER P.T. PRESERVATIVE TREATED ACTIVE EARTH PRESSURE (AT-REST) 50 PCF 8d 0.131" 2.5" 1. SEE SHEAR WALL SCHEDULE SHEET S1.1 FOR WALL SHEATHING, BLOCKING, AND PLATE o DIAG. DIAGONAL PT POST TENSION(ED) PASSIb'- EARTH PRESSURE 350 PCF CONCRETE CAST AGAINST EARTH 10d 0.148" 3.0" NAILING. Z DIAPH. DIAPHRAGM COEFFICIENT OF FRICTION 0.35 ALL BAR SIZES . . . . . . . . . . . . . . 3" 12d 0.148" 3.25" �, Oa DIM. DIMENSION QTY. QUANTITY SOIL PROFILE SITE CLASS D FORMED SURFACE EXPOSED TO EARTH OR WEATHER 2. SEE SAWN LUMBER STRUCTURAL NOTES THIS SHEET FOR SPECIES & GRADE OF WALL a. 16d 0.162" 3.5" > DN. DOWN #6 AND LARGER 2" PLATES AND STUDS. D.O. DITTO(REPEAT) R. RADIUS ALL FOUNDATION INSTALLATIONS ARE SUBJECT TO APPROVAL OF THE LOCAL BUILDING #5 AND SMALLER . . . . . . . . . . DP. DEEP RAD. RADIUS INSPECTOR OR A LICENSED GEOTECHNICAL ENGINEER. CONCRETE NOT EXPOSED TO EARTH OR WEATHER SILL PLATES SHALL BE 5/8" DIAMETER WITH 7" MINIMUM EMBEDMENT INTO CONCRETE 3. SECURE SILL PLATES TO CONCRETE WITH 5/8" DIA. ANCHOR BOLTS AT 48" 0.C. TYP. c - D.S. DRAG STRUT RE: REFERENCE WALLS AND JOISTS AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM UNLESS NOTED OTHERWISE. REFER TO THE SHEAR WALL SCHEDULE SHEET S1.1 FOR r DWG. DRAWING(S) REF. REFERENCE 01330: SHOP DRAWING SUBMITTAL PROCESS #14 AND #18 BARS 1 1/2" OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" NOR LESS ADDITIONAL INFORMATION. co REINF. REINFORCEMENT(ING) SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ARCHITECT AND ENGINEER OF RECORD #11 BARS AND SMALLER 3/4" cn U DWL. DOWEL(S) THAN 4.5" FROM EACH END OF THE PIECE. A 3"X3"X0.229" PLATE WASHER SHALL BE REQ. REQUIRED FOR APPROVAL PRIOR TO FABRICATION. IF SHOP DRAWINGS DIFFER FROM THE APPROVED SLABS AND JOISTS PROVIDED FOR ALL ANCHOR BOLTS (DO NOT COUNTER SINK PLATE WASHERS). A 13/16" 4. SEE DETAIL 9/S1.2 FOR TOP PLATE SPLICE. R.F. RIGID FRAME DESIGN DRAWINGS, NEW DESIGN DRAWINGS BEARING THE SEAL AND SIGNATURE OF A #14 AND #18 BARS 1 1/2" (E) EXISTING R.O. ROUGH OPENING X 1 3/4" DIAGONAL SLOTTED HOLE IN THE 3" X 3" PLATE WASHER IS ALLOWED WITH A 5. EXTERIOR WALLS AT VAULTED AREAS ARE TO BE BALLOON FRAMED. L, a EA. EACH LICENSED STATE OF OREGON STRUCTURAL ENGINEER SHALL BE SUBMITTED ALONG WITH #11 BARS AND SMALLER 1" STANDARD CUT WASHER. °- a R.S. ROUGH SAWN THE SHOP DRAWINGS TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO FABRICATION. BEAMS, COLUMNS E.E. EACH END ij E.F. EACH FACE PRIMARY REINFORCEMENT 1 1/2" 06103: JOIST AND BEAM HANGERS d I Z SCH. SCHEDULE SHOP DRAWINGS ARE REQUIRED FOR THE PREFABRICATED WOOD TRUSSES. JOIST AND BEAM HANGERS AS NOTED IN THE PLANS SHALL BE AS MANUFACTURED BY Z E.J. EXPANSION JOINT SCL STRUCTURAL COMPOSITE WOOD TIES, STIRRUPS, AND SPIRALS . . . . 1 1/2" EL. ELEVATION SIMPSON STRONG-TIE. EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVAL BY ELEV. ELEVATOR SCHED. SCHEDULE CALCULATIONS BEARING THE SEAL AND SIGNATURE OF A UCENSED 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 MELT SHT. SHEET STRUCTURAL ENGINEER SHALL BE SUBITTED 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 EMBD. EMBED(MENT) EN EDGE NAIL SIM. SIMILAR PREFABRICATED PLATED WOOD TRUSSES. AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE PER PLANS OR DETAILS: ENG. ENGINEER S.J. SHRINKAGE CONTROL JOINT PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED EQ. EQUAL SKW. SKEW(ED) ON THE DESIGN DRAWINGS. MEMBER SIZE HANGER S.O.G. AB ON GRADE 4 ROUGH FRAMING NAILING SCHEDULE EQPT. EQUIPMENT 01400: INSPECTIONS AND SPECIAL INSPECTIONS SAWN LUMBER "U" SERIES TO MATCH LUMBER SIZE E.W. EACH WAY SPC. SPACE(S) (ING) THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL INSPECTIONS REQUIRED 3.125" WIDE GLULAM BEAM HGUS3.25/10 EXP. EXPANSION SPEC. SPECIFICATION(S) BY THE LOCAL BUILDING DEPARTMENT. 06071: PRESERVATIVE TREATED WOOD PRODUCTS 5.125" WIDE GLULAM BEAM HGUS5.25/10 EXST. EXISTING SQ. SQUARE PRESERVATIVE TREATED WOOD SHALL BE REQUIRED FOR ALL WOOD THAT FORMS THE ROUGH FRAMING NAILING SCHEDULE (IN LIEU OF IBC TABLE 2304.9.1) EXT. EXTERIOR STD. STANDARD SPECIAL INSPECTIONS ARE NOT REQUIRED FOR GROUP R-3 OCCUPANCIES UNLESS STRUCTURAL SUPPORT OF THE BUILDING, BALCONIES PORCHES, OR SIMILAR PERMANENT 6.75" WIDE GLULAM BEAM HGUS6.88/10 STGR. STAGGER OTHERWISE REQUIRED BY THE BUILDING OFFICIAL. BUILDING APPURTUNENCES THAT ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE 8.75" WIDE GLULAM BEAM HGU9.00-SDS CONNECTION FASTENING FAB. FABRICATION STIFF. STIFFENER(S) PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT 1. JOIST TO SILL OR GIRDER (3) 0.131" X 3" TOENAILS FB FLUSH BEAM STIR. STIRRUP(S) 01401: STRUCTURAL OBSERVATION MOISTURE OR WATER ACCUMULATION AT THE SURFACE OR AT JOINTS BETWEEN MEMBERS. MANUFACTURED WOOD "I" JOIST "IUS" SERIES TO MATCH "I JOIST SIZE 2. BRIDGING TO JOIST (3) 0.131" X 3" TOENAILS EA. END FDN. FOUNDATION STL. STEEL STRUCTURAL OBSERVATION IS NOT REQUIRED. 1.75" WIDE PSL OR LW BEAM "LBV" SERIES TO MATCH DEPTH �1 F.F. FINISH FLOOR STRUC. STRUCTURAL ALL WOOD INSTALLED ABOVE GROUND AND RESTING ON AN EXTERIOR CONCRETE OR 2.69" WIDE PSL BEAM "LBV" SERIES TO MATCH DEPTH 3. 1X6 OR LESS 1X6SUSUB. TO JST. (2) 0.131" X 2.5" FACE NAIL V FIN. FINISH(ED) STRUCT. STRUCTURAL 01402: QUALITY ASSURANCE REQUIREMENTS MASONRY FOUNDATION WALL LESS THAN 8 INCHES FROM EXPOSED EARTH. 3.5" WIDE PSL OR LW BEAM "GLTV" SERIES TO MATCH DEPTH 4. WIDER THAN SUBFLR. TO JST. (3) 0.131" X 2.5" FACE NAIL FLG. FLANGE SUSP. SUSPENDED(TION) THE QUALITY ASSURANCE PLAN SHALL BE TO VERIFY THAT THE SPECIAL INSPECTIONS 5.25" WIDE PSL OR LW BEAM "GLTV" SERIES TO MATCH DEPTH 5. 2° SUBFLOOR TO JST./GIRDER (2) 0.161" X 3.5" BUND & FACE NAIL g FLR. FLOOR SYMM. SYMMETRICAL 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. TYP. FACE NAIL FN FIELD (FACE) NAIL HAVE BEEN COMPLETED AND THAT SUPPORTING DOCUMENTAION NOTED IN SUCH SECTIONS CONCRETE SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH. EXCEPT; " " "AT BRACED WALL PANEL (4) 0.131" X 3" AT 16" O.C. FACE NAIL T , F.O. FINISHED OPENING T. TOP HAS BEEN PROVIDED. 7. TOP PLATE TO STUD (3) 0.131' X 3" END NAIL v F.O.C. FACE OF CONCRETE T.&B. TOP AND BOTTOM 1. IF LOCATED IN BASEMENTS ON A CONCRETE PIER OR METAL PEDESTAL 1 INCH 8. STUD TO SOLE PLATE (4) 0.131" X 3' TOENAIL F.O.M. FACE OF MASONRY TEMP. TEMPORARY QUAUTY ASSURANCE PLAN IS NOT REQUIRED FOR STRUCTURES OF LIGHT WOOD FRAMING ABOVE THE SLAB AND SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE 06104: SHRINKAGE OF WOOD FRAMING (OR) (3) 0.131' X 3' END NAIL BARRIER. SHRINKAGE IN WOOD FRAMING IS DUE TO LOSS OF MOISTURE CONTENT AND TO F.O.S. FACE OF STUD T.&G. TONGUE AND GROOVE WITH DESIGN SPECTRAL RESPONSE AT SHORT PERIODS, Sds, NOT EXCEEDING 0.50g. COMPRESSION OF ASSEMBLIES OF WOOD COMPONENTS. PLUMBING, ELECTRICAL, AND 9. DOUBLE STUDS 0.131' X 3' AT 8" O.C. FACE NAIL •- F.O.W. FACE OF WALL THK. THICK(NESS) MECHANICAL SYSTEMS AS WELL AS EXTERIOR FINISHES SHALL BE DESIGNED AND BUILT 10. DOUBLE TOP PLATES 0.131" X 3" AT 8" O.C. TYP. FACE NAIL ERM. FRAME(ING) THRD. THREADED 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 F.S. FAR SIDE TN TOE NAIL 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 SPUCE (20) 0.131" X 3" FACE NAILS Ct FT. FEET(FOOT) T.O.S. TOP OF SHEATHING(SLAB) 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 `i SUMMARY: 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' O.C. TOENAIL FRTW FIRE RETARDANT TREATED WOOD T.O.W. TOP OF WALL STRUCTURE. 13. TOP PLATE LAP INTERSECTIONS (3) 0.131" X 3" FACE NAIL N FTG. FOOTING TRANSV. TRANSVERSE 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 ^�^ l U T.O.S.. TOP OF STEEL IMPERVIOUS MOISTURE BARRIER SEPARATION WITH EXPOSED EARTH. 15. CEILING JOISTS TO PLATE (5) 0.131" X 3" TOENAIL CL/ ct GA. GAUGE TYP. TYPICAL 06160: WOOD SHEATHING 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 Al 0 GALV. GALVANIZE(D) U.N.O. UNLESS NOTED OTHERWISE 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 O H � GB. GLADE BEAM , CONCRETE OR MASONRY WALLS BELOW GRADE. (OSB) (4) 0.131" X 3" FACE NAIL GLB GLUE LAMINATED BEAM U/S UNDERSIDE CODES. WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD PANELS SHALL BE 18. CLG. JST. TO PARALLEL RAFTER EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND 19. RAFTER TO PLATE (3) 0.131" X 3" TOENAIL 0 GRD. GRADE GGYPSUM WALLBOARD V. VERTICAL PRESERVATIVE TREATMENT SHALL BE PER AMERICAN WOOD PRESERVERS' ASSOCIATION FASTENING UNLESS NOTED OTHERWISE PER PLAN: 20. 1X BRACE TO EA. STUD & PLATE (2) 0.131" X 3" FACE NAIL Cl.) U 02000: SITE CONSTRUCTION (AWPA) SPECIFICATION C2 AND C9 OR APPLICABLE STANDARDS. EDGE FIELD GYYPP. GYPCRETE VERT. VERTICAL ALL SITE CONSTRUCTION SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING 21. 1X8 OR LESS SHTG. TO EA. BRG. (2) 0.131" X 3" FACE NAIL VII VERIFY IN FIELD NAILS NAILS r� - F'' 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 3" FACE NAIL • .- H. HORIZONTAL / 23.BUILT-UP CORNER STUDS 3 rr1/�, Ct HD HOLDOWN W. WIDE(WIDTH) 01300) AND IN SUBSEQUENT DIRECTIVES. WITH TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED SHEARWALL: 7/16" C-D W/EXTERIOR GLUE SEE SCHEDULE SHEET S1.1 ( ) 0.131" X 3" AT 16" O.C. FACE NAIL H.D.G. HOT DIPPED GALVANIZED W/ WITH PER ASTM A153 OR STAINLESS STEEL. 24.BUILT-UP GIRDERS AND BEAMS 0.131" X 3" AT 12" EA. EDGE STAGGERED �-I 02260: EXCAVATION SUPPORT AND PROTECTION a -4-) O 's" HDR. HEADER W/O WITHOUT ALLP ROOFS AND INNING PANELS SHALL T BE INSTALLED FACE GRAIN OTHERWISEPER PERPENDICULARN TO C� bA / EXCAVATION FOR FOUNDATIONS SHALL BE PER PLAN DOWN TO UNDISTURBED NATIVE SUPPORTS A STAGGERED PATTERN UNLESS NOTED PER PLAN. O O HGR. HANGER WD. WOOD MATERIAL PER THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. OVER-EXCAVATED BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE 5 STRUCTURAL DRAWING LIST v o �i HORZ. HORIZONTAL W.H.S. WELDED HEADED STUDS AREAS SHALL BE BACKFILLED WITH LEAN CONCRETE OR PER GEOTECHNICAL Z HORIZ. HORIZONTAL W.P. WORK POINT REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE O HR HEADER W.S. WELDED STUD RECOMMENDATIONS AT THE CONTRACTOR'S EXPENSE. BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE NQ O H.S.B. HIGH STRENGTH BOLT WT. WEIGHT SHEET DESCRIPTION DATE E �1 >" bA EXCAVATION SLOPES SHALL BE SAFE AND SHALL NOT BE GREATER THAN THE LIMITS HT. HEIGHT W.W.F. WELDED WIRE FABRIC ^4) tO 2-01SPECIFIED BY LOCAL, STATE, AND NATIONAL SAFETY REGULATIONS. �� S1.0 STRUCTURAL NOTES 10/28/15 /� a �O I.D. INSIDE DIAMETER X-STG EXTRA STRONG INSTALLATION OF CONSTRUCTION SHORING, IF REQUIRED, SHALL BE PER THE SHORING S1.1 SHEARWALL SCHEDULE AND DETAILS 10/28/15 C • C 1 I.E. INVERT ELEVATION XX-SIG DOUBLE EXTRA STRONG I.F. INSIDE FACE DRAWINGS, NOTES, AND SPECIFICATIONS. 51.2 TYPICAL DETAILS 10/28/15 _ YD YARD 02300: BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL THE REMOVAL OF FORMWORK AND OF ANY DEBRIS. BACKFILL BEHIND ALL WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE PROPERLY SUPPORTED. ALL BACKFILL MATERIAL AND PLACEMENT PROCEDURES SHALL BE S 1 . 0 CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. 11 11A____ ROOF/FLOOR SHEATHING NOTES 1 SUPPORT BEARING SHEARWALL SCHEDULE - 7/16" APA RATED SHEATHING W/ HEM-FIR STUDS AND HEM-FIR PLATES 1. BOUNDARY NAILING AT ROOF/FLOOR PERIMETER, AT CONT. - -- u- - - -ate - -- - 1- - --1u -- - WALL PANEL FIELD BOTTOM PLATE ® RIM OR BLOCKING TO TOP PLATE CONN. FRAMING FOUNDATION ANCHOR BOLT rn I I PANEL EDGES (B.N.) I II i II II II I TYPE SHEATHING EDGE NAILING NAIUNG AT ADJOINING SILL PLATE SPACING o 0.148"x3.25' L1P4 DIRECT .- NAILING A35 ONLY 1D PANEL 5/8" DIA. w STRAP STRAP 2. EDGE NAILING (P.E.N.)) AT ALL EDGES OF ALL PLYWOOD SHEETS 1 1k 11 11, 11 -,I © ® ROWS SPACING TOENAIL TO FRAMING EDGES W) 0 7" EMBED a) AT SUPPORTS AND AT INTERIOR SHEARWALLS. 1 11 r ``J IId SW I i / II II i / ii \ II I P61N 7/16' SET. 6" O.C. 12" O.C. (1) 8" O.C. 4" O.C. N/A N/A 2x 2x 48' O.C. 3. INTERIOR FIELD NAILING (F.N.) 12" O.C. AT BEARING SUPPORTS. y - .- L I ONE SIDE 3x 48' O.C. PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER 4. SEE PLANS FOR PLYWOOD THICKNESS & NAILING SCHEDULE. i 1` �` pg 7/16° SHT. 6" O.C. 12" O.C. (1) 4" O.C. N/A 2x 48" O.C. U I i I I • I I I I I I I 20' O.C. 20' O.C. 2x i ONE SIDE 3x 48" O.C. Z m SCALE: 3/8" = 1'-0" 5. LONG DIMENSION OF PLYWOOD SHALL RUN PERPENDICULAR TO I i II '- II -- II II I - cu TRUSS SYSTEM FRAMING & FLOOR FRAMING. 7/16' SHT. 2x 32' O.C. '� I I K II - ® I P4 4" O.C. 12" O.C. (2) 6' O.C. N/A 14" O.C. 14' O.C. (2)2x OR 3x FRAMING AT PANEL EDGES 6. MIN. EDGE DISTANCE FOR NAILS SHALL BE 3/8". I • II i II II i II I ONE SIDE 3x 40' O.C. _ En c=1 PER SHEARWALL SCHEDULE / sl I I I I \ I I I I �s 7/16° SHT. 2x 24" O.C. o„ CO 7. MINIMUM PLYWOOD SHEET SIZE 2'-0' X 4' 0'. 'TTP3 3' O.C. 12" O.C. (2) 4" O.C. N/A 10" O.C. 10" O.C. (2)2x OR 3x o __ __ T IIi�� ONE SIDE 3x 32" O.C. ,ri \ - =II- 8. NAILS SHALL NOT BE OVER DRIVEN. 1 • 11 i 11 -, 1 1 ...---# 1 1 1 0 co c - - r - 71--Ir- -r -'Ir- ') a - J1- - ► ' - -LL- 1 I I/ I 1 `'I/ I ''I" P2 7/16" SHT. 2" O.C. 12' O.C. (3) 6" O.C. N/Ax 18. O.C. N m = I I d; ;L I I �` J` ® � I ONE SIDE / 8° O8" O.C. (2)2x OR 3x 3x 24" O.C. o III_ IIS I �� II it �� II �. II O.C.�� C „ \ I I HEADER PER PLAN H II I II I I II I I ,,• I 7/18• SIHT, 2x 16' O.C. IT iu PANEL EDGE NAIUNG (P.E.N.) r 2P4 4' O.C. 12' O.C. (3) 5" O.C. N/A 7" O.C. 7" O.C. (2)2x OR 3x C ,'"., Y BOTH SIDES 11 %D2 X 48" HEAD/SILL II 1 II rr II -tf I 3x 20" O.C. W/ (36) 10d NAILS I II ALL EDGES OF ALL SHEETS W z ' PER SHEARWALL SCHEDULE SCALE: N.T.S. f I q oc U.N.O. PER PLAN II II 2P3 7/16 SHT. 3" O.C. 12" O.C. (3) 4" O.C. N/A 5" O.C. 5" O.C. (2)2x OR 3x 2x 12' O.C. a N CV BLKG. W/ EDGE NAILING II PLACE EDGE NAILS INTO 3x 16° O.C. 0 L_ m 2 ROOF/FLOOR SHEATHING LAYOUT BOTH SIDES �`JJin fro 1 PER SHEARWALL SCHED. �r POST PER PLAN OR (2) 2X STUDS 7/16" SHT. 2" O.C. + x • DGE NAILING AT SILL, A, AT ENDS OF SHEAR WALLS. 2P2 12 O.C. (3) 3' O.C. N/A 4 1 2 O.C. 4 1 2 O.C. (2 2x OR 3x 2x 8" O.C. U I / " / " ) 3x 12" O.C. Z caz HEk . D' & mIMsmDS KING A BOTH SIDES o CD \ --- -- WrIN I 1 1 `I �� III II 1 POST & HOLDOWN PER SHEARWALL SCHEDULE NOTES: ® REFER TO BUBBLES IN DETAIL 12/S1.1 HOLDOWN SCHEDULE 1. STUDS SHALL NOT BE SPACED MORE THAN 16" O.C.. 1 I II I► II I I / % N II II 2. RE 51.0 SECTION 06100 "ROUGH FRAMING" FOR REQUIRED WALL STUD AND PLATE SPECIES AND GRADE. 1 I II II II II 1 I II 3. RE S1.0 SECTION 06160 "WOOD SHEATHING" FOR REQUIRED SHEAR WALL SHEATHING, THICKNESS AND GRADE. ALL SHEAR WALL PANELS SHALL BE APPLIED DIRECTLY TO FRAMING. I- ,I J-- , - __ _ II__IL- - , _ _IL- I, ` 4. SHEATHING PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED/BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. SEE NOTE 5. ( , 1 r I GI I Q �I II \� ��� a 5. FRAMING MEMBERS RECEIVING EDGE NAILING FROM ABUTTING PANELS SHALL NOT BE LESS THAN 3" NOMINAL AND NAILS SHALL BE STAGGERED FOR ALL SHEARWALL MARKS EXCEPT "P6TN, P6, AND P4°. v \ i --1-_ I n n n n _n__ I 6. WHERE PANELS ARE APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR 111 o T r- - r 1 r- - -I r- i FRAMING SHALL BE 3' NOMINAL OR THICKER AND NAILS SHALL BE STAGGERED. V. /,/.:....... .......... r -�_ +� 7. NAILS FOR PLYWOOD AND OSB PANEL EDGE AND FIELD NAILING SHALL BE 8d COMMON (0.131' X 2 1/2"). 1 II- -- - ^-II STAGGER NAILING AT PLYWOOD JOINTS II 8. NAILSFORBOTTOMPLATE FRAMING SHALL BE 12d COMMON (0.148" X 3.25"). Lel\ ` -. _ _111_""" p 9. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER NAIL THE BLOCKING.11 1 HEADER PER PLAN I II I \ . 9 NI 10. ANCHOR BOLTS SHALL BE GALVANIZED 5/8" DIAMETER A-307 AND SHALL BE SECURED IN PLACE PRIOR TO CONCRETE POUR. WET STICKING OF ANCHOR BOLTS IS NOT ALLOWED. 4,42011 @ oII CS22 X 48" HEAD/SILL II I 11. GALVANIZED 3' X 3' X 0.229° (MIN.) PLATE WASHERS ARE REQUIRED AT EACH ANCHOR BOLT - SEE DETAIL 8 THIS SHEET FOR PLACEMENT DETAILS. RECESSING PLATE WASHERS IN PLATES IS NOT ALLOWED. t y`'iAW/ (36) 10d NAILS 1 II 1 1 ' • • • -- 1 Q- <°' dPLYWOOD SHEATHING PER ` 12. LTP4 FRAMING PLATES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 2 1/2°) NAILS. SEE DETAIL 3 THIS SHEET. a: o 4;o 0 o U.N.O. PER PLAN ` • • ` Zc 11 II J SHEARWALL SCHEDULE - TYPICAL `i- ' • 13. A35 FRAMING ANGLES SHALL BE INSTALLED WITH 12-8d X 1 1/2" (0.131" X 1 1/2") NAILS. SEE DETAIL 3 THIS SHEET. �i a ? `° 6 w c--4 = , BLKG. W/ EDGE NAILING II I 1'11 14. ALL NAILS INTO PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED CONFORMING TO ASTM 153 OR STAINLESS STEEL o c5 . p PER SHEARWALL SCHED. I I FIELD NAILING (F.N.) - TYP. • 0 2 A 1'.I 15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. r v>DGE NAILING AT SILL, I . 16. WHERE BOTTOM PLATE NAILING SPECIFIES A SPACING OF 4 INCHES OR LESS NAILS SHALL BE INSTALLED IN TWO ROWS OFFSET 1/2 INCH AND STAGGERED. ��� ����-- HEAD, KING & TRIM STUDS POST & HOLDOWN PER 17. GALVANIZED EXPANSION ANCHORS OF SIMILAR. DIAMETER AND EMBEDMENT ALLOWED AT INTERIOR BEARING AND PARTY WALLS. S',0 ,1 \ - -.qui .-- r45 .4111, ---- - HOLDOWN SCHEDULE • , 18. 2-2x'S IN LIEU OF 3x'S AT PANEL EDGES ACCEPTABLE PROVIDED STUDS ARE ATTACHED PER 10/S1.2 SIM. AND BOTTOM PLATE NAILING. (4 - � MI 19. WHERE BUILDING OFFICIALS ALLOW, OSB SHEATHING MAY BE APPLIED OVER 1/2" OR 3/8" GYPSUM WALL BOARD PROVIDED SHEATHING IS NAILED WITH 10d NAILS (0.148" DIA X 3" LONG) _, II 1 11 1 II ," M. �� SHEARWALL SCHEDULE 111 I I I I I I► I III I I hl �� SIMPSON LTP4 14 w II I II II II II I I II ►� w un o n. II -JI 11 L ARI SIMPSON LTP4 W/(12) 0.131' DIA. X 1 1/2" N \ 1T i W/(12) 0.131" DIA. X 2 1/2" WHEN APPLIED DIRECT TO FRAMING PLYWOOD ROOF SHEATHING p MI co IL I L II WHEN APPLIED OVER SHEA11•NG.- iip o Nin 1 ° DIAPHRAGM EDGE NAILING r ANCHOR BOLTS - SEE SHEARWALL I T TT TT T T TRUSS/JOIST BLOCKING w O 021 PLYWOOD/O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, T_ II I aid ; I M AND EMBEDMENT Lo SCALE: 3/8" = 1.-0' TYPICAL DETAIL FOR SHEARWALL W/ SCALE: N.T.S. _1J �J _ _ _.1,. . . _._. BLOCKING CONNECTION TO _. . . . . . TOP PLATE co -' i- - -- -I - -- -n-- -- 7r - -- -IT - - - - - -- - 7:l'-'.'.'. : ? ,j 1 FORCE TRANSFER AROUND WINDOW OPENINGS 3 TYPICAL SIMPSON LTP4 / USP MP4F 11 -v 1: 1: : : : : : : : : LI . : r I FRAMING AT 3 5 In...-.-.-.-.'......1'1 .h 0 0 11 PANEL EDGES J.J.:.:. ... . . . . 1 f1. a NOTE: PLATE WASHER SHALL EXTEND WITHIN 1/2" OF EDGE OF BOTTOM j a. PLATE ON SIDE(S) WITH SHEATHING. PROVIDE STAGGERED/OFFSET 'Ti I'I'.'. .'. . . .'.'.I'I.'1' w PLACEMENT AS SHOWN ELSE OVESIZE PLATE WASHERS AS REQUIRED. I1 I II l . . . . . . .'. d•I l' " J < 1 1 r -1 r`- -- r•- - - -r1 1 1 co u 0.131 DIA. X 3" LONG ® I=� g 1►--� �c. 1 I I 1 I 11 6.O.C. STAGGERED 1 1 I 1 I 1 I 1 it eti 1Ain 1� - N j vimUJ = NOTE: w IA �' MINIMUM SIZE OF SHEATHING z ���� • 1=' i i►=� a 2� SHALL BE 2'-0" X 4'-0" 1'-4' t r 11 ,1 • 1 ; ! a BLOCK ALL PLYWD. EDGES DEDICATE STUD BAY AT �S������/S���������e��������� U 1 a 1 a PLYWOOD FLOOR SHEATHING " I \ _ O ; "' i "\ -.-f® : NOT SUPPORTED BY END OF SHEARWALL FOR Lu I o w 1 w .-f O ' RE: NOTES 06160 FRAMING MEMBER. HOLDOWN. PEN STAGGERED ? -C 1 N O BOTTOM PLATE CONNECTION I_1 w I► w ¢ sr; RE: 1, 2 & 10/51.1 111 a CL I- V) ce n DIAPHRAGM EDGE NAILING 1 1.'• .'• •'. • ." ADD'L STUDS FOR HOLDOWN C4 \ in \ �®6 \ IL% �® 1J I'). . . . . . . . . .(: PER SCHEDULE. 1• 11 Io 0 1 0 . _ J I J I , J 1.1. ...............•1'1 \ i► \ \ i►_� ^\ >�' I I'I I 1 I '{. . . . . . . . .LI CONT. 2x RIM /J--� I I I I I I I 1 I . . . . . . . I'I / W/BLOCKING IF REQUIRED � �1 SCALE: NONE 1 6 1 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. 1 3/4" MIN. 11 1 - -- 1 1 - 1 - 1 -- I J TYPICAL MULTIPLE STUD ATTACHMENT 2" MAX. 2" MAX. 2" MAX. 2" MAX. 1 3/4" MIN. _1L=__-1 z � �_� r� L_z _' _ Q ; MAX. _ ogr �_ WI t!ago i i lir 1pie1liBLOCKING OR CONT. RIM CONNEC110N 1141 SEEN I I 'i(I°I� TO TOP PLATE 1p T 11.►:IN 1►::�1 1,►_� I!-_.� II � �II I `./ z Z z z \ " " I -.irat M HOEDOWN 1i m i1i m m 1 1; - - - - - - - . . RE: 11-17, 19/S1.2 Ct E r` III -- 4' �_ N- MI 1 - \ 41_ '_, - -rr -- - -I -- -- II- -- --Ir- -- - - - 'In 7'7.1EJ' ` PROVIDE PANEL AT NAILING • r--1 1 Ii �1 I.1, ••,•,•• , . . .'I'J 1 AT END OF WALL STUDS THAT 2x4, 3x4 PLY ONE SIDE 2x4, 3x4 PLY TWO SIDES 2x6, 3x6 PLY ONE SIDE 2x6, 3x6 PLY TWO SIDES I r1 FRAMING ATI'1.'.'.'.'.....'.'.1'1 ATTACH TO HOLDOWNS TYPICAL . i.. .1cn SCALE: 3/4" = 1'-0' 1 I1 PANEL EDGES 3 5 I l : •I •......, IThrI'1'.'.'. .'.'. .'.'.I. AT ADJOINING PANEL EDGES PROVIDE , U 8 ANCHOR BOLT PLACEMENT DETAILS 1 11 I I I:l • • • •'•'• • PANEL EDGE NAILING AND FRAMING PER SHEARWALL SCHEDULE (STAGGER NAILS) OO I r 1 11 '. . . . . . . . . l•I.1' >, 1- - • _ _-- 1 I'I 1.1. . . . . . .'.'. I' �. � -_ - . . . . . . BLOCK ALL PLYWOOD EDGES NOT � r 1 -I r` r I SUPPORTED BY FRAMING MEMBERS AND 1 CCI fac I I I I I1 NAIL W/PANEL EDGE NAIUNG 3 5 �/U� F'-1 I I I I GALVANIZED ANCHOR BOLT RE: 5/S1.1 �+ 1 PROVIDE 3X3X0.229" PLATE 1 11 W/ 3 X 3 X 0.229" GALVANIZED WASHERCD U WASHER 0 EA. ANCHOR TYP. FOUNDATION SILL PLATE AND STUDS FIEU.N.O. _� PER SHEARWALL SCHEDULE TYP. 1 NAILING G ISI,( DIA./SPACING PER SHEARWALL SCHEDULE. 1© I'1'.'.'.'.'.'.'.' '.11'l' PROVIDE MINIMUM OF TWO BOLTS PER 0 114.111111rpt D PLATE WITH ONE BOLT NOT LOCATED 21 •I•.•.•.•.•. .•P} MORE THAN 12 INCHES OR LESS THAN(7) BOLT DIAMETERS FROM THE END. CCS bA t I 11.' ' '.' LJ. - SEE DETAIL 8 THIS SHEET O I I 1• O Z 0 -A.BOLT PER SHEARWALL SCHEDULE I I I I 1'1'.'.' .'.'.'.'.' e. ' FOUNDATION SILL PLATE Ct II 1'1 • 1 • I'1' ' ' ' ' ' '.' ' '' •' STAGGER NAIUNG ^ l ^ I I I I I I "I • • ' ' • ' ' Y RE: SHEARWALL SCHEDULE FOR SIZE 1© � > b 0 i�, e I I I I 1 I•t'• . HOEDOWN ANCHOR PER PLAN �-- a . .. .a _JL -- - - - - -11--- - L_ __ _L _ 1 _ . . .'.'.'.'. .e RE: 1, 2/S1.2 T/1 ^0 /p • e1 O .. - < . Q' I 4 Ira e I n .. I .. e a Ad � 1 I n 1 1} A In I A n �I �. n c JLSo' 'a e1 c � I;1 l.J. d n 9� n l� o. aL�i 4 it , FOUNDATION PER PLAN < '4 SCALE: 3/4' = 1'-0" SCALE: NONE CONCRETE FOUNDATION S 1 . 11 TYP. SHEARWALL ANCHOR BOLT TO CONCRETE 12 TYPICAL SHEARWALL NOMENCLATURE (ELEVATION) RIM JOIST L GRADE RIM JOIST ^ ST22 W/(18) 16d PONY WALL SECOND POUR FIRST POUR V TOP PLA E TO MUDSILL SEE BEARING rc = 3000 psi f'c = 4000 psi 1/8" x 1 1/2" PREMOLDED CONTINUOUS TTAIDIA, WALLSCHEDMASTIC JOINT STRIP OR PREMOLDED ' " " 1 , " ,Yf " ' " if „ „ „ ,Vs „ „ 1 " '(i ( I 2/51.0 No BAR OTHER BARS TOP BARS OTHER BARS TOP BARS SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOU)" JOINT. " "SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE SLAB THICKNESS SLAB THICKNESS STOP REINFORCING CLEAR OF iii Iii ,I I4 14 I I Ir (NOTE #6). NOWNERS OPTION). SAWN JOINT SHALL BE ;.,I vs ;^I Ini i^ �;; SEE DETAILAND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. m 4. @ ? 1 7/S1.2 AT d 13 16" 21' 28' 14" 18" 24' (TYP.) DAMAGE TO SURFACE. (TYP.) \ �\ - II ry \ \ - 1 HOEDOWN „ LOCATIONS. /R 22' 28" 37' 19" 25' 32" i'i f' II i1 v ,�•, U t Z �- - =1 Z #5 27" 36" 46' 24" 31° 40" 0IIIIII„ Osi_ „111; 111 III © �� 7 tucn ^ 16 33' 43' 56' 28' 37" 48" T �T r-T4.1 1.5 H 1ci_ .5 H L� � a -Tif,-z *z ,�z• •-A%-[Y-�Y-A-41 i•T'' Ten z,sk,-z -z -•- -•-�;•/'-•r-[zr-tY c�2 co 11-46-44-4 CC CO oCC) W=K-I1 ,11.'.1 „r-:SII•ItI- ff-tL• tt-ll-ra11 \ \ \ \ \ W \ 7) Ili N. N 4 (n n co CUT ALT. VWRES COMPACTED SUBGRADE AND COMPACTED SUBGRADE AND \ _�----- \ \ =I W co o AT JOINT GRANULAR FILL GRANULAR FILL \ \ \ III III=1TI W cv 1. TENSION LAP SPUCE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR o I�� T-� o E RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S \ DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS \ N °' AND COVER CASE 1). TENSION LAP SPUCE SHOWN ABOVE ARE CLASS B SPLICES. RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER \ \N. = \ \\ = Z C 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12' OF CONCRETE (6 MIL MIN.) SAND RE: GEOTECHNICAL ENGINEER (6 MIL MIN.) SAND RE: GEOTECHNICAL ENGINEER \ �N. \ W ^ CAST BELOW THE BAR. \ N \ �� - q \ N. \ a2 CV 3. "TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. 1' 5" \ 1' S" \ a ,_ s.. in PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO N. D m 4. NOT USED. 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 1- NN 1- #4 AT B.O. WALL 1- _ N, n• LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. LESS. AREAS TO BE APPROX. SQUARE AND HAVE NO ACUTE ANGLES. Z U ,_ co 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. ;\ N \ (2) #4 AT FTG. ;\ \ L o ca SCALE: 3 4' = 1' O" T \ SCALE: 3 4' = 1'-0" T \ (n 'i � SCALE: NONE SCALE: NONE / / / % ^ / / / 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/ VPONY WALL f- 4,� �r SHEATHING, NNUNG, AND ANCHOR U NOTE: . . . . . . , ',,, :::11413.7r...,BOLTS (P6 MIN. U.N.O.) ANCHOR BOLTS f1? x7x/ /x/. . . .y � „�RE: SHEARWALL SCHEDULE RE: SHEARWALL SCHEDULE ASLICE WND NAIL TOP PRATRS /i / ,.., AS SHOWN AT ALL EXTERIOR, (1) #4 HORIZ. CONT. _ PLUMBING, PARTY AND SHEAR AT T.O.W. P.T. SILL PLATE I AND AT ROOF. CONC. S.O.G. & RFlNF. I 4-0" / TOP PLATE I4 IS S> o PER PLAN j \ - - - -- (20) 12d SPUCE SEE 9 +J 1`cc, d r / / THIS SHT. ° tu o z c� di T.O. CONC. \ T.O. CONC. _ �►, I I a z N • IllY RE: ARCH. z O. e e IV RE: ARCH. a l e a ee. I I I PANEL BLOCKING O c7 : I ~ 'co r t�t llag,. ZIP�� o • I _ I AS REQ. AT BEARING WALLS AT NON BEARING WALLS �� -� �� \ r - I = - e+ ---•. a 4 i i 1 - I - ►� - z STUDS AT HEADERS: ERS: 2X4 WALLS (2)HEADERS: ��S/�3 -I I I II-' 1I I I _ III 16' O.C. TYP. (� -III- e a #4 VERT. ® 18"OC -I III I I �33 2X8 0 2X6 WALLS , • I I TOP TEH U.N.O. UNLESS NOTED W/STD HOOK , \ - - - - OTHERWISE PER PLAN rN A (1) HORIZ. CONT. (2) 4 HORIZ. CONT. j4 ® 48"OC I F NCO LAP 2'-6" _� KING STUD-TYP. p co to 'co . • FACE NAIL W/ o N \ 'co B B: PLAN POST PER PLAN LOCATE STUDS �� (2) 16d 0 12' O.C. di[ ic AT BEARING WALLS \ -j \ PER ARCHITECTURAL TRIMMER STUDS: AT NON-BEARING WALLS w p ci PROVIDE ABU POST BASE OR1\1 (1) TRIM STUD FOR OPENINGS UP TO 5'-0" WIDE (1) TRIMMER STUD EQUIV. AT STRUCTURAL POST (2) TRIM STUDS FOR OPENINGS GREATER THAN 5'-0' / 8" / co "' UNLESS :DOTED OTHERWISE PER PLAN I`) SEE ARCHITECTURAL FOR CV / 1 -4• / I VI LIMN WRAP INFORMATION 1. IIIIo SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0' SCALE: 3/4 '= 1'-0" SCALE: NONE z H 6 TYPICAL EXTERIOR FOOTING 7 TYPICAL THICKENED SLAB FINISH GRADE B B PORCH SLAB EDGE BEYOND 9 TYPICAL TOP PLATE SPLICE 10 TYPICAL HEADER AT STRUCTURAL WALL o w \ x ¢ 2x8 FLAT VALLEY ATTACH OVERFRAMING ROOF SHEATHING/DIAPHRAGM SEE 13/S1.2 10 • 8d ® 6" O.C. ¢ - `_ ` TO TRUSSES W/(3) 10d PER 11/51.2 ii/-Bd ® 6"OC - MONOPOUR AT ROOF FRAMING ¢PRE-FABRICATED ROOF GT i - / yi CONTRACTOR OPTION PER PLAN w TRUSS ® 24"OC (TYP.) - / - - - - \ i- - - - - - - - - - - - - - - - - - - - - - - - - ~ ■ WaA I�II�-1�1 �IE�_� .� I i_i7 rEi_i I1 �\ 2x8 RIDGE BEAM I • ♦ �� cc a a \Pit \- (ATTACH TO 2x8rle ! I� lir ' EAVEPERI �■- COMMON TRUSSES VALLEY MEMBERS W/(4) 8d TN) I \ 2X4 BLOCKINGARCH. PER PLAN z 54 i W\_ EA. BRACE i2X4 EDGEWISE �� i i2' 0" I� 1 I ® 24" O.C.i fFOOTING SIZE AND REINF.�.� PER SCHEDULE (6) 12dIGABLE ENDDRAGTRUSS' �� PROVIDE (2) 2X4ITRUSSIPERPLAN (150PLFDIAGONAL BRACE U.N.O.)A350.131"DIA. X3' NAILSAT 4' O.C. 2X FLAT W/ 0.131'DIA. i 12d ® 6" O.C. 0 4bC. / I PER FLAT 2X X 3' NAILS ® 4"OC i U.N.O. TRUSS TO BLOCK SP.%****** *'"----- IBRACENOTES ' �I / U.N.O. PER PLAN BELOW: rL 0 � / , . 11 �1 ; Illi PLATE �t i V11I LATE - II - - 11� �I _ P PROVIDE BLOCKED =�I ''� ='! 2'x4' OPNG FOR TRUSS I / DRAG TRUSS \ ' / ATTIC VENTILATION. HANGER FLAT 2X BRACE I �1 ► ' EXT. SHEARWALL NOTE: DIAGONAL BRACE REQUIRED PANEL EDGE 1 I PER PLANI I ALTERNATE: A35i-i `' CONTINUE ROOF SHEATHING I PER PLAN WHEN CROSSWALLS ARE GREATER THAN 8' APART FOR A 2X4 FLAT BRACE t� i NAILING I ♦ W/(12) 0.131°DIA. X 1 i UNDERNEATH OVERFRAMING. \ I /i 1 2 NAILS 0 48'OC ISI PRE-FABRICATION ROOF � _ -' 10' APART FOR A 2X6 FLAT BRACE SEE SHEAR WALL I �! / " U.N.O. PER PLAN TRUSS 0 24'0C 12' APART FORA 2X8 FLAT BRACE SCHEDULE \ ! / SHEARWALL Ifrifro 2x RAFTER 0 24'OC W/(3) 8d IN 0 - N. �!- _ i r 1 EA. END (USE 2x4 IF SPAN < 6'-0" NOTE: GT HAS BEEN DESIGNED TO TRANSFER PER PLAN `J GIRDER TRUSS USE 2x6 IF SPAN > 6'-0'). SCALE: 3/4" = 1'-0" REQUIRED LATERAL LOAD. SCALE: 3/4" 1'-0" SCALE: 3/4" = 1'-0' SCALE: 3/4' = 1'-0" E 11 II OVERFRAMING 12 TRUSS TO GT CONNECTION 8 TYPICAL POST at PORCH 13 TRUSS BRACING AT END WALLS 14 TYPICAL DRAG TRUSS ATOP WALL TRUSS TO WALL CONNECTION V) # OF TRUSS CONNECTOR TO TRUSS TO TOP PLATES Com) PLIES 1 H1 (6) 0.131" X 1.5" (4) 0.131" X 2.5" 1 H2.5A (5) 0.131' X 2.5" (5) 0.131' X 2.5' j..� 1 SDWC15600 - - • 1-1 l.) ct 2 H10-2 (9) 0.148" X1.5" (9) 0.148" X1.5" Cid H fai 2 (2) H2.5A (5) 0.131" X 2.5" EA. (5) 0.131" X 2.5" EA. "•I ) //�� �� i-i O 2 (2) SDWC15600 - - V/ Q) U 3 (3) SDWC15600 - - ^ +-a H P CID0 ADD A35 0 48"O.C. ROOF FRAMING PER PLAN S I FOR H2.5A ANDCI Ct til) t SDWC STYLE 8d AT 6" O.C. CONNECTIONS 2X VENTED BLK'G. o o z merit *).'- i�� o OD � >3/41t I I 111 H2.5A & SDWC15600 STYI F i COMMON/GIRDER TRUSS PER PLAN TRUSS TO WALL CONNECTION TO EACH H1 STYLE BEARING/SHEAR WALL PER TRUSS PLY PER TABLE ABOVE PLAN AND SCHEDULE SCALE: 3/4 "= 1'-O' (BEAM/HEADER AT SIMILAR) S1. 2. 15 TYPICAL TRUSS TO WALL CONNECTION 16 NOT USED 17 NOT USED 18 NOT USED 19 NOT USED