The URL can be used to link to this page

Home My WebLink AboutPermit D99-0012 - Dreamcraft Homes - Lot 15 (NEVER ISSUED)d99-0012 dreamcraft homes lot 15 never issued CHECKED OUT MISSING RECORDS RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER PLAN NO FRONT ELEVATION PANTRY REF SPADE ITGNEN GAiNHET ELEVAThN5 ALTf RN ATE .ITGNFN PLAN SE SHEET 5 OF I Fog "LTERNATE KiTGHE.r-J DESIGN .vALU ES' .: - • FLOOR. JOISTS ` HF 2 F" =75 . ) 'Fby 1175 STUDS (POSTS HF FC • 405 BEAMS C H EADERS . I E 2 F = 15 J ' Fb • 850 RAFTERS HF 2 Fv= 75) Fb. s DESILN VALUES DERIVED FRONT U -B.c, TABLES 2.3-1-A 4 23 - 1-X -1 AND ARE (IVE.N IN POUNDS PER SQUARE INCH' . SEE NO.4.oF7 Fog. SHe.ARt-JALL f HOLDow►.J SCHEDULES IMPACT BARRIERS SLAB 5 /8• TYPE'x'c44 -.11( COMMON WP'LL•S CONT. TO UNDER =SIDE. OF ROOF SHE & 2 LAYEi2 1F NON- BEf''R N6 4x12 DF2 LINE OF FLOOR- P PHoN 30 "CRAWL AGVE55 IN' DIN INC, f s ^ FLUSH vkI2DFI to" STEP l0'- 10 LIVING SEE DETAIL. ON SHEET No.1 - (2.) 4 °5 °31-1 W /(z> 4° 1 Rcr (5)4 ° SH 14 /(2) i FPO, can.. RNp TRNA. O VER - 4x 4 HOR -!Z. MULLION 4x• DF2 a v (2)1' 1 °SH N /CI) 2 Rf•D.\ EIPLF- FNDOYe - -ELEV' MAIN FLOOR LAN UPPER. FL 830 5, F :• „ PLAN NO. Fen Timed CM 00.21 Mead urn Elbows Sneed* Duet Numbed e1 llnYnunt Minim. Sneed* Duet FWlbie Ow Lane*. BYPASS This tabs shell net be used her dwel ne units contehelne mo.. fun 1 Feawf/.ws !sham teen Sabel 1. F.. esd. .ddkMIUl eNw r.lef.ot 0 feet Lent length. 3. Flu ducts .4 the dosn..tr re not 'emitted with tare el fhb s1ae. Pteeetlealve n .d Fe.oed AY 1up1F Wet Ilene 1. Fee 1engtlts ever 30 lest Wet.* duet dfromf r 1 WA. T. Fe elbows number.. meta than 3 MuMee duct dientelet 1 Inch. SEE SHeET wo.(anoF 1 Fog- SHEAR W SCHEDULE UPPED F LOO(Z FL, f ! RECEIVED CITY OF TUKWILA JAN 2 2 PERMIT CENTER DRAWN DATE SHEET NO. SHEETS JOB NO. PLAN Caiice I/cd . Immune' N AWISMIS 4° 6YPAS5 R45, ..- 13EDtzc7M bE b OM !fix 1D DFI J 10 5 °TU SHot -Je-F- R- ES. D+ o" P _!KJ T 1- CAE $ -CD Va." PHc' JE. NOTE 10 10/2." .#21-o", 21- " SEE SHEET 1J0:0AOP '1 Wit SHEAR WALL SCHEDULE 1 o '- 1 ' / 2" 3co' —o" 5' -a S,_4 '/2-. 4• I'/i. OPTIO,W UPFEF- FLOOR PLANK 1/ 4 " = i' -O' RECEIVED CITY OF TUKWILA JAN 2 2 1999 PERMIT CENTER w 7: Caorf a z 'w C7 c o o w 0 o _ po w !t ocr z� ag z a3 2 J 1 W DRAWN DATE .5.23.94 SHEET NO. _5 d - no- OF 1 SHEETS PLAN NO. 15 oPTI oN IN&LEWODD z 0 L. Gon),)65 2x8 HF2 FLOOR JO15 &t(v'o.a. (TYPIGP.L) BG4 w /(12) 16. 4- GONG. FIG I -I-- 41 x8DF2� I I . r --, , 4 , - 1 „ A BU4 W /(2)' /z "or Bo LTC To P951 5/8 /0A. BoLT C SUNK EN Ft- CX' R- I -_L__ __ - .I 1 1 "-O" •' - 0" 4' -0' PIERS AS NO 1 EO) �T POSTS -"1x4 HFZ (4x6 BEAM SPLICES) BEAMS- 4x;' t7FZ EXG BPI' WHERE NGTED Fou NDATIO N vE - N r5 - v -' REQ'P) 5 sACk r1iN . CoNO2E letkx Tur JOIsT5 4 G^ N T' L 2' -O' role- F/ P a L_4 N : POS 1Z' sue,FLJ 5' - 0" 1w 14— — t___i t-_1 9x - )L4 DF2 FRAME OVEF. i INs uNKEN FL. I C� 5T A I F-5 5'- O r L- 410 -O 4 . L --- Ica" FuRNA -GE. 9� r) - -o ut I(,' -0" q "CoNG. SLaE5 SLOPE. 3" TO DOORS FO' t7 p'INP(E 5 �4 FOUNDATION PLAN_ , /4 I o 1 - GONT, Imo" x g' FOOTIN ( ( r 2 RECEIVED `. CITY ' •'• PERMIT CENTER . S . ; (::r PLAN NO. - • IN6LE :r • PL jL1�JCL_ ti L t L. t?r oCL.. w , rT - y 1.> tiLL. = ; DBL.2x!P REL. 0 Li WINDOW SIDES un I . 1 111.1{ 1111111111111111111 ®li1111111111111■1l6111111fl1111•1•1ilil1•11111111l11111111111•1111111:ilil111111111 f.=,iMMiIMM101MINilIIINIM 910 L - 1 L. to x1�2DF1 9x w /BC44. w /(12)1[vd 2. H a 1 (2)2x II N F * FLUSH 0. =141=1 IC Ilia _ ' J I I illi I II Cl -- 4.4" CAN FRot'°I'°IE w ff.,1 -E �c 1O'S "o . MOTE .5 1,A SEE. SHEET N00,cF1 F9R FLOOR. TIE SCHSDULa 2 4 1''' CANTILEVER- wLIP $LO41 ING E .E /k RI NV - YY°, 24' GANT1L.EVER- d1 3 LAZY SUS Ahl 12' . " / 21" SINK $ 1 24" 3o" .12' SU S f•P4 ANLIE N E KITGNEN Cfr NNETS co RECEIVED CITY OF TUKWILA JAN 221999 PERMIT CENTER crs u) co O clig) z',w 05 °60 w _ 0 N am 0 PLAN NO. IB'I4 INCI -E WOOD a t i I " ! rN. o 6 9 a . 'T A 1, I6 4.. i € 1 ; N ' . f . 5 ) � �, i. PL jL1�JCL_ ti L t L. t?r oCL.. w , rT - y 1.> tiLL. = ; DBL.2x!P REL. 0 Li WINDOW SIDES un I . 1 111.1{ 1111111111111111111 ®li1111111111111■1l6111111fl1111•1•1ilil1•11111111l11111111111•1111111:ilil111111111 f.=,iMMiIMM101MINilIIINIM 910 L - 1 L. to x1�2DF1 9x w /BC44. w /(12)1[vd 2. H a 1 (2)2x II N F * FLUSH 0. =141=1 IC Ilia _ ' J I I illi I II Cl -- 4.4" CAN FRot'°I'°IE w ff.,1 -E �c 1O'S "o . MOTE .5 1,A SEE. SHEET N00,cF1 F9R FLOOR. TIE SCHSDULa 2 4 1''' CANTILEVER- wLIP $LO41 ING E .E /k RI NV - YY°, 24' GANT1L.EVER- d1 3 LAZY SUS Ahl 12' . " / 21" SINK $ 1 24" 3o" .12' SU S f•P4 ANLIE N E KITGNEN Cfr NNETS co RECEIVED CITY OF TUKWILA JAN 221999 PERMIT CENTER crs u) co O clig) z',w 05 °60 w _ 0 N am 0 PLAN NO. IB'I4 INCI -E WOOD a MARK SHEATHING FASTENER SPACING GALL ECIC ES TOP AND BOTTOM. PLATE NAILING/OR ANCHOR BOLTS FRAMING ANCHORS ALLOWABLE SHEAR NOTES .,,_ ip 7/16' MIN APA RATED SHEATHING Id f37 CO d • OR • 16 GA C 8' CC 666 a 6' OC OR 1/7 A.B 4 4' OC AU g 15 OC ..200 PLF 1/7 GWB BOTH SIDES 58COOLER OR GS - groc . ' . 166 g r oc' oR• MY A.B a 4' OC A14 a It o 200 PLF 112• GM ONE SIDE Sd COOLER OR WALLBOARD g r oc 161 CI ir OC OR 1/7 AB G 4' OC AU G 24 OC 100 Pt! r). RA 7,16 m SHEATHING et 8' OC OR 16 GA C 5'0C 166 g i'OC OR 117 A B g 4' OC A34 g 16" OC 260 PLF . • R,.. MS' MIN APA RATED SHEATHING 80 g 4 - 0.C. OR 15 GA a 3 1/7 OC • 2-16de IFOC, OR 1/2• AB g 3' �C. A35 g 17 0.0 363 PLF 1.2 1 l'*-- APA /16 1/1trNED SHEATHING Ile 13C. ,7 OR a GA a 2 1/2' 0.0 2.16,166-0C OR 1l7 A.B g 7 O.C • A3S4 120.0 451PLF • 1,2 NOTES . 1 BLOCK ALL HORIZONTAL EDGES WIti 221 BLOCKING , 2 W-IEN SHEARWALL LS 24' OR LESS IN LENGTH. REFER TO 1/NIMIN LATERAL • RESTRAINT PANEL DETAILS • 1 S 1-10T6; ti-bTALL 4 e*,44-t. '1F-11 PEP- t-14,1-1LIF 6 0 4 ' 16 " — F-ICAS H 9164GTIAO4 W/C t%4 4 1 11g-u e4-14o-letitar.14 fa Aezot-ip,41 ArrpootD &u•. pt @, AITIC UPPER P24p / g VE411"3: 810Sa, @_ 2,77 isa. 4. 2OVEkr I51--.021 1.30 tea. FT. C 2.25 sq FT TC L z 3,55 scr Fr. OR 5 ROOF VENT g 50 g" f3'' f? 1,73 sa?.Fr. It'e7).14.‘,4 40. pfrcsip, EXTEND 21,4 2x4 TiN.IL.S TO WALL - PgOvIDE FURR FOR P•S 0 INISUL, Hi < 1 11 1'2 ' jiL J L a iied l joisTs 1.4 Ira 14• w a fr&c41 1 F1 104 P g- - , n( '/T liZ 0. H W /e. , FA• S C TYPICAL C, BI - ES ALL It ooF SLOPES ARE e.: 12 PITCH EXCEPT WHERE NOTED HF Co TICCEIVED CIP' OF TUKWILA JAN 2 2 1999 PERMIT CENTER DRAWN C. DATE 3-23- SHEET NO. (oA OF 1 SHEETS JOB NO. PLAN N. 15,14#‘ li•ItILE.111000 5f ore 5NOVI Lak.P5 U 5 / 8 "GIwP SOLID 'L le- I CI &x1(' PF CONT. MI61=0 -I.AM 13M OVE(z GAhAGE SR (2P t 17NA -L 3 %$x 10 6t,es) t-- GA RA L E 4 "GoN6 . SLAB w/3" SLOPE To Fiz MANUFACTURE p STPMPED Roo F TRuS5 E5 211.° S� 12 :1. 5 /8 "TYPE 'X'GW� To UNDERSIDE. OF ROO SHEATHING ' " /1Od to "o,o. EDbES, 12 "o.4. 1N FIELD 2" KO. ColscWrf 2x P•4. MUDSILL WITH VI " x I D " ANGHoie- 15OLT5 4 -0 "o .G: 4dWITHI'N 1Z." FFori END 'F PLATE5 uNLEsS NOTED OTHER iS E tr 2-Z x4 119P PE.,A - r ( fY MIN LA P) <- W 13 R -15 INSUL TIoN "' /V,APo 2 EA R R t E. 2 -2 x4 TOP PLATE. (48" MIN LAP) W /le)1Go 4 c E.A. ?5L. Tog PLATE 1-AP SOLID f3 LOC O V E tz 5 /8 "& w 5 3/4" O: 5.43: w/ 06 112 "o. tN FIEL 68 STUDS (' I(o "o. 2x4 Pa2TTOM PL \ '/2." G LJe,. 1 INSU wI /V. e,. • t o c, JOr6s: DIP.. CONTINUOUS IZ ET U Iz•N TO Wp* LL��IN. fI /t GLEAM - t1/>X . RISE 8 MIN . f-U N 9 ",MIN . HEAP OM 6;-8" - 2 - 10 ST1 1WvEP-5 N1T1-4 2 x STRoN V L',AG K - FIRE5LOCK STAIRS ONLE IN MIDDLE OF f`uN SE 5 fRIN6ER-5 a-LON& RUN I,E.TwE -EJ STUDS. - USEAI,L-E SPADE- UNDER. STAIRS TO BE 1 -HOUR- Flr-E CONST. 5/8" TYPE ' x' TA -PE-D 4 FINISHED, TYPIC1 L STS'I(- SE-GT ION 1/2 '' = 1' - O" - OEr'PI L HAI L LKE.O W /Pf►IJEL FIzock ovEF CPAwt h�I�w` PL't: 10 I/1 Rirl 4 HOD sILL - IgnALL I' tAi ttk e �-i 1o I�1s Co4ljilluoUs To Co -R I• ADER! W /Tof rtigt M i ki, 411 CAA/`-i, LLB sue, Q-461,44 ArA fkATED I1Ef.Tt4Th < WHIP. Z4 /o 6xp. 1 8d 04.1LS Q.3 "0.c• EA . WAy - f) ALL Pu+ t4O s 4' Ju 4„ op.. Z- 2x 5'(I.IOS (t4 It ,HTLT.T° Ea. 5140) • 1. LAT � �LDE-Ta AL-6. L. tJAIL144< dL - a '`T 7 2x I2 RA FTERS @2}"0.6 R-30 It-15u LATION w /VAPOR 5P 1EF 4I °a"IR5PACE INSULATION BAFFLE TO Mf+•INTA.IN d°' MIN, AIRSPACE VENT EL K'L..i ExTEND TRUSS TP►L5 TO 2x1 - tZAfTF.P 1Z 64c:k dLL F007 IIOn FT&,S. TO REST ON u ND,'STURPsE. D MIN. SOIL 6EARIN‘ VALUE (2.0 4 tovorJSPour 1,12r,t>,3 LINc= flOIT UN+.t`3 - r APPOVED Do.A nca8. sYTeAt\ MO 00 3F4- [8041 M-ID 150.2_ COMPOSITION OOFIt4 OVER' 15* FELT OVER ' /up" 0.5.8. sHEATH sNh 1 E06E.5 I'L"e.c. IN PIEL17 INSUL. BAFFLE V ENT 6LOGKIN 51PINO PER- 15LDR.'S. SPECS. OVER. MIN. 7* OUILDItJ&, PAPER.. /IC "o.S.B. SHEATH '/& 0Co "o.c..', 12 "o.o. .LD -r1'P.'UNLESS NOTED OTHER 14 ISE 51171H6 Pr.-S- 51,1,P - 1 5 SPECS O VEK MIN,7 *Et,. PAPER- 1 /IC. "o.5.13, SHEATHILIG w /8dCco "o. c. ED(2E5, F2'o•a. FIELD TYP. UNLESS wto T EC) o ? H ER t..1 IS E 2 -i1 , 46ARs Co'NT(F TC, 4 1 4 8AR Co NT C70P OF' Wot. L L dP4 VRTICAL5Ca 1(0". SO 1 L RECEIVED PS F CITY OF TUKWILA JAN 2 2 199 PERMIT CENTER ti rcs vI T w co 0 t=) JOB NO. GENERAL NOTES -1.997 UBC L Contractor shall verify all dimensions in the field. Any variations from the drawings shall be brought to the attention of the Designer or Engineer. 2. Adequate shoring and bracing of all structural members during construction shall be provided. Any proposed field changes to have the prior approval of Engineer. FRAMING NOTES FRI. Frame nailing to be in compliance with ABC Table No. 23 -fl -B -I . FR2. All wood exposed to weather, such as wood used for deck framing, including decking, railings joists, beams and posts shall be pressure treated of wood with natural resistance to decay. FR3. When decks, landings or porches are more than 30 in. above grade, provide guardrails not less than 36 in high FR4. All attic spaces with 30 in. or more vertical height shall be provided with an access opening 22 in, by 30 in. The opening shall be located in a condor, hallway a other readily accessible location and have at least 30-in. headroom per UBC Sec. 1505.1. If an opening penetrates the garage,ceiling, the occupancy separation should be maintained with a self - closing access, pa UBC Sec. 302. FRS. All corridors shall not be less than 36 in. wide. GARAGE Gl. Provide an occupancy separation between the residence and the garage with materials approved for I -hour fire - resistive construction on the garage side. Garages and carports with living area above shall have I-hour protection for both ceiling and structural members G2. Doors between the garage and residence shall be 1 3/8 in solid core wood door that is self - closing and tight - fitting and have a fire protection rating of not less than 20 minutes. G3. In addition to the garage -house common wall, the walls and poet supporting the second floor framing shall have 5/8" type i'X" gypsum board on the garage side of the wall. G4. Posts supporting second floor framing will need "ooiumn jacketing" per UBC Sec. 704.2.5 to protect the "five resistive" material As an alternate, heavy - timber posts may be used without 1 hr. protection (min. size 8 "x8"). STAIRWAYS SI. Usable space under stairs shall have walls and soffits (on the enclosed side) protected as required for 1 -her fire resistive conatna Lion. S2. Stairways to have a maximum rise of 8 in. and a minimrmr run of 9 in: head room minimum of 6 feet 8 inches, minimum width of 36 in Handrails to have ends returned and placed a minimum 34 in. and a maximum of 38 in. above tread nosing. The hand grip portion of the handrail shall not be less than I Iet inches not mo than e inches in cross - sectional dimension or the shape shall provide an equivalent gripping surface. The handgnip shall have a smooth surface with no sharp corners. Handrails projecting from a wall shall have a space of not less than 1-h inches between the wall and the handrail. 53. Intermediate rails of the stairway guardrails shall be spaced so that a 4 -inch diameter cannot pass through, per UBC Sec. 509.3. HEATING SYSTEMS HI. All furnaces shall be labeled and listed by an approved agency and installed per listed specifications. H2. No warm air furnaces shall be installed in a closet or alcove less than 12 inches wider than the furnace or furnaces installed therein with a minimum clear waking space not less than 3 inches along the sides, back. and top. H3. Appliances installed in garages or other areas where they nay be subjected to vehicular damage shall be suitably guarded against such damage by being installed behind protective barriers or by being elevated or located out of the normal path of such vehicles. 144. Every factory built chimney, Type L vent. Type B gas vent or Type BW gas vent shall be installed in accordance with the terms of its listing and manufacturers instructions. H5. Furnace air ducts in the garage that pass through the living/garage common wall shall be No. 26 gage steel or thicker. 116. Openings around gas vents, ducts, pipes, chimneys and fireplaces at ceiling end floor levels shall have fireblocking, per UBC Sec. 708.2.1(4). H7. Provide frcblocking at 10- foot'' intervals in the wall both horizontally and vertically per UBC Sec. 708.2.1.1. MECHANICAL AND PLUMBING MPt. Domestic kitchen range and clothes dryer vents shall be of metal end have smooth interior surfaces. Exhaust ducts shall tehninate outside of the building and be equipped with back draft dampers. Length limitation (unless otherwise permitted) domestic dryer moisture exhaust ducts shall not exceed a total combined horizontal and vertical length of 14 feet including two 90 degree elbows. Two feet shall be deducted for each 90- degree elbow in excess of two per UMC 504.3.2. MP2. Water closet compartment minimum 30" wide with 2' clear space in front of stool. MP3. When gypsum wallboard is used as a base for tile or wall panels for tub, shower or water closet compartment walls, water - resistant gypsum backing board shall be used. Ceiling framing must be min. 12 "oc to support water resistant gypsum board per UBC Sec.2512. MP4. Water closets not to use more than 1.6 gallons per flush per WAC 51- 46,47 402.3.1.2. MPS. Strap the water heaters at poirtts within the upper 1/3 and lower 1/3 of its vertical dimension. Lower points shall be nunimum 4" above controls per UPC 510.5. MP6. Showerheads to have a maximum flow rate of 2.5 gpm per WAC 51-46- 402.3.2.2. Mr. Provide non- removable type backflow prevention device at all hose bibs per UPC 603.4.7. MPS. Provide individual control valves of the pressure balance or the thermostatic mixing valve type at all tub/shower combinations per UPC 420.0. WASHINGTON STATE RESIDENTIAL ENERGY CODE II. Indoor design temperature', shall be 70 F for heating and 78 F for cooling. WAC 51- I 1- 30212.1. 12. Provide butt insulation when the ailing slope is greater than 3 :12 per WAC 51-11 - 502,1.4.5. 13. Provide whole house ventilation per UBC Sec. 302.2.2 and 303.1.2. MISCELLANEOUS MI. A socks detector shall be installed in each sleeping room and at a point centrally located in the corridor or area giving access to each separate sleeping area When the dwelling unit her more dean one may or a basement, a detector shall on the upper level. except that when the lower level contains a sleeping area a detector shall be placed on e level. When sleeping rooms are located on the upper level. a detector shall be placed at the ceiling of the upper level in close proximity to the stairway. Where the ceiling height of a room opens to the hallway serving the sleeping rooms exceeds that of the hallway by 24" or more: detectors shall be placed in the ballwa• and the adjacent room. Detectors shall sound an alarm audible in all sleeping areas of the house per UBC 310.9.1.4. The required detectors shall receive their power front the building wiring and be equipped with a battery backup per UBC 310.9.1:3. The detector shall emit a signal when the batteries are low. M2. Provide minimum 36" landing at all exterior doors per UBC Sec. 1003.3.1.6 and 10033.1.7. M3. All exit doors shall be operable from the inside without a key or special knowledge or effort (a night latch, dead bolt, or sanity chain mounted at a height of 48" or less above finish floor may be provided) per UBC Sec. 1003.3.1.8, exception 02. M4. All skylights Bluth be mounted at least 4" above the plane of the roof pa UBC Sec. 2409.4. The sloped glazing and frames provided should mist craw and wind loads per U13CChapter 16 and Sec. 2409.5. <k +..� S na i l r tv_.,.,pevoi class FOUNDATION NOTES FOUNDATION Fl. Minimum 2 "x2 "x3/16" plate washer shall be used on each anchor bolt per UBC Sec. 1806.6.1(2). F2. We:nor stud bearing walls may be supported by isolated footings. The width, length and depth shall be 24 "x24'"x6" for I- story, 30'),3r ,,:r for 2- stones and 36 "x36 "x8" for 3- stories. All piers shall be placed 6 feet on center maximum. F3. Provide 18" minimum crawl space under wood jests and I r under wood girders or wood to be pressure treated per UBC Sec, 2306.3. F4. Provide minimum 18 "x24" crawlspace access. F5- : Provide =wisps= ventilation of minimum 1 square foot for even' 150 square feet of under floor rear F6- ,Foundation walls enclosing a basement', below grade to be damp proofed by approved methods and materials. F7. All footings' and slabs shall bear on undistuebed soil or ,fill compacted to 955: Modified Proctor. F8. Assumed allowable soil bearing pressure =1200 pet' F9. Slabs: Perimeter esoluuoa installed on the inside' of the foundation wall shall extend downward from the top of the slab for a minimum of 24 ". Insulation installd on the outside of the foundation wall shall extend downward from the top to the bottom of the footing Thermal breaks shall be placed in the slab between conditioned and unconditioned spaces F10. Ground over. Ground cover of 6 mil. Black polyethylene or approved equal shall be laid over the ground within crawlspeces. The ground cover shall be overlapped 1 min. at the joints and shall extend to the foundation wall. EXCEPTION: The ground cover may omitted in crawlspaors if the crawlspace has a concrete slab floor with a minimum thickness of 3 '/, ". Ft I. Duct c>o isctian: All heating ducts unconditioned shall be insulated to a minimum of R-8. All ductwork seem joinn both longitudinal and transverse shall be taped and Non- recirculating hot and cold water pipes located outside of the conditioned space shall be insulated to R -3 minimum. STRUCTURAL NOTES CODES AND SPECIFICATIONS I Uniform Building Code -- 1997 Edition 2. AC1318 -83 Building Code Requirements for Reinforced Concrete. 3 HILTI Fastening Technical Guide. 4. Western Products Use Book 5. Simpson Strong Tie Connectors Catalog - 1998 DESIGN CRITERIA I- Wind Load - per Uniform Building Code - Method 2, Basic Wind Speed = 80 MPH. Exposure B 2 Seismic - per Uniform Building Code Zone 3,1 =L0 3. Roof Load - DL 10 PSF LL - 25 PSF 4. Floor Load - DL = 10 PSF LL = 40 PSF 5. Dods i.oad - DL = 10 PSF LL - 40 PSF 6. Soils - Assumed 1200 PSF Allowable Soil Bearing - Assumed 30 PCF Equivalent Fluid Pr ss ate for Retaining Wall Deign 7. Concrete - 2500 PSI lad 28 days - Grade 40 reinforcement - Minimum 3" cover for all reinforcement except as noted at retaining walls or other details 8. Mortar - Type S TIMBER CONSTRUCTION NOTES 1. Lumber grades and allowable stresses shall be as follows unless noted otherwise on Pte- Glu -Ian beaovc 24F -V4 Ffr 2400 psi 1 %" Micro-Inns E =1250 ksi Fb -2600 pi 2 11/16" Para ions E =2100 ksi Fb -3100 psi 3 'V 5 Y. & 7" Patsllams Ea2000 ksi Fb=2900 psi AiTC Certificates for the glu -lam beans to be provided to the building department. 2. When header interrupts top plate, header shall have strap connectors to the top plate each end. Use 2 - Simpson MSTA24 connectors. UNO. 3. All sheer wall sheathing ing nails and anchors shall be as detailed on the drawings and as noted in the shear wail schedule. All exterior walls shall be considered shear walls. Use 7/16" min. APA Rued Sheathing - blocked - with minimum nailing 8d common *6" oc, UNO 8d common nails shall be 0.131" Ox 2 If " minimum. 4. Floor and roof diaphragm nailing shall be 8d common (d 6 "oc at all supported panel edges and 8d int 12"oc at intermediate supports. 2 Wide.R m ;,col. trend each end :. L21 r r (25 wan a 152 marl 9anmos is km to tech mot fait mart rhos l n'(Li own . 152 mm1.dak.atoeach rat. face mil <" (Si 11.10 suh0oea k. p.•q or ¢wart: Mind sod face twit 6. Sale plait hots. or hick, typed face rail Sae plate toi.iat or Hoek,. et M watt pxh 7 Top piste to cud. cad nail R Sued to sole pie 9 Umiak scam face .naR }a. DoNl4d enp plan., typical face mail Dna. top p.m. bp splice 71 Bl cki.g between joists m tellers to, pima. awned 12. Rm. pow l..y Maw, toenail r l3 fop Ames (cps and imerxeuae f nail • 14 Cominta. ho4r. I.o mecca 15 Ceiling jousts to plate. toenail Inn ('. nags hear4rr us mead 17 fading oinm taps met molt face nail F IR. ( joists to pualki rafter.. face nail 19 Rafter to pine..oail 0. !'( 25 nun) her. Soma sled arid plate. face rod 2I. I- < m (25 mm 203 tare) siembmg or kw to tech Ixming, face nail 2, wrier than (' r (25 arm :r. 803 mat sheathing to each hearing, fete nail 23_ Both, Corner meads 24 Bath, gidcr pod .sens 2 2 marl planks Ward unmoral each end (.rnicl.wird' SnMMor cord well sbWhiug(ti framing); li mini aadk. . - 1 , rw - f 15mm -19 dal (22 non -25 1.0 ('ombinmirxt subi(amonda(mmosl ton fesounRt I /w' min) end leas n / 1' (22 mm•25 marl l • Ill." (29 mm; 32 mm) 27. Panel sdlrgtm lamb.):•. 1 /.."112 TmmU oelea it 116 ram) 28 . Frherinard sheathing - I .- (12. Tema) z (20 tat. ri- otherr paneling I (h1 mm) I /11 (9.5 mm) TABLE 234&19- 1- 14AfLINGSCHEDULE each edge LSI 3 -IW ltd ir. 3.RdJ 2 - Nei 2141 1.4124 - 1610 marl of 20d at 32` 003 tom, o c. a top and bottom and staggered 7.20d at c. and at each splice Ind at each !sing - Calm 'Common ,tent nails may he toed excoq where d I) . wed . . N inches h.. ( at 6 aches (152 m) on maw a edges. ... 12 31 he. ( mm) a intermediate supports except h (1 marl al all 4 inwalls. s•ppaals whom. tans a.c 4. (1 -19 marl m more Per nailing of wood ammoral panel and penicohaard diaphragms amt slew osier Io Sm1.1s 3 and 23154. Nail. • lor wall sheathing may he mammon, hos a cairn.. I C'ommm or defamed shook: . "Cr ,n 'Deformed shank 9 C - resistat or comas,. cortfor.ng to the remitremems (Seca .20w.1 7 Fesleners spud 3'aches (76 mm) at area at .leri r edges sad 6 inches (152 mouton center at ,wrmedate supports . COM11irm - waatam cod leas wish 7 /ea mddm n rem 9 d mite. nchaliameter (II m) heed and 1 -inch (38 mm) knot hat I NMl (I2.7 marl sheathing and Pia -inch (a1 mm gth kn re, 21,21, ,,,-inch /.2-i• (211 mm) IheriinSmg the rtreme Se 23043 9 Cormatm 9g - rmixant ata with amded a-iah (11 min) am n aid I l ap- inch (29 ram) length f o I /2• inch (12.7 mm) sheath, and I I/ . h (1A m) length for ;watch (20 ems) sheathing e...11tag o the regtnemema of Section 2904.3. Iyanel mgpewls at 16 entries (MI6 mmt) 211 inches (500 mm) if rneph ah In the long dkM of the pe.e(. wake otherwise marked) Casing finish nails spaced 6 Unches (152 wanton panel . 12 h.d.. (505 mm).1 hdssmedima mppoea. I I Para) supports at : he 219 t (610 math or rmih sail spaced 6 hides (152 mat) on panel edges. 12 inches (315 mm) at inretmM"le supports kM col No II get" 641 No 16ga No I1 g , a d No 16,1 mll� III RECEIVED CITY OF TUKWILA JAN 2 'qoq PERMIT CENTER r(U- -moo IIII i =pii 4s' RJR /0"0.t. N' 4¢ REeAR 5 "o.G. VET WAtrtggOAR Cote, Rr6AR. PLAiGMae UBG 19x7.7.1 16" axlxvi6 PZ WAS N IIi(i= III =I F ew ao nu IIII II (8'' Ca(wl. Holt . .#4- P AR fa" o.G. VP'f. — wits it f III =111 IIJI (1.)41' h R E0AR RPAR FOR.uec 1107.7.1 III i III= IIIIIIIIIII MIN = 1 -- 0) =11lI = IIl1= illl = ll1 1111= 1111 =1114 =.' I okars'raMW -J uP1o'fro" API5furfe0 *Sort- 5 6 S011. CDAc eif p Co lye 111=11)-= wNI 1' 111 =ffl 01 Pi9AP CN0P UND STuR E — soli =III = I =1fjl II i l = 1 X111= 4 vo -vAfit5 P E R P L. A CITY OF RECEIVED UKWILA JAI 2 2 1955 PERMIT CENTER