The URL can be used to link to this page

Home My WebLink AboutPermit B94-0169 - DREBAUM RESIDENCEreivision submittal rear entry enclosure -rrl I.IO. 4 '= E -1312- YCli�1D ' TC- Pht�- (2 SQ 1'J Ri Lbw 2,,e1 CSC.i m� E 1 j REttWcaac "Pali Bqt4- DI Locl Il.1$1-AU— (0' MLI- aC � •R,u- s- ez -Me.1. 13.3 J %. 'I\J IS -0 GF= ou>Jt� V1 Mni�, rL e>J- ;4 -.B -PEI . FAO I �c unnP Mu.). I rL sa. b1.3, Otoi ? r-I/pt SEPARATE PERMIT REEUIRED FOR: MECHANICAL GAS CTRICAL ,MBING PIPING CITY OF TUKWILA BUILDING DIVISION GENERAL NOTES 1. The gen=eral contractor shall supervise all construction activities and verif, compliance with these drawings, notes, and the following codes: AA - 4ee- Uniform Building -Code —7 � 9 omp State � Code AIX 1 8 Uniform Electrical Code Construction Type: VN 3. Occupancy Group: R3 • 4. Written dimensions shall be verified by the contractor before proceeding. The designer must be notified of any variations from the notes and drawings. Dimensions shown are typically to the face of framing unless otherwise indicated. Do not scale drawings for critical dimensions. Verify criticaldimensions, datum and levels prior to commencing work. Report errors and omissions to the designer prior to commencing work. • 5. Weather restrictive barriers shall Building Code Section 1707 (a-d) 6. Attic Venilatio -o 1/150 of attic area or 1/300 if using one -half soffit vents and ore -half roof vents (roof vents must be 3' above plate line). Openings shall be covered with corrosion resistant metal mesh openings of -4" in dimension. 7. Egress in every bedroom shall have a min. net opening. of 5.7 sq. ft. The min. net opening height dimension shall be 24" net clear opening width dimension. of 20" and a 'finish sill height of not more than 44" above the floor. -- -- 8. Garage and house occupancy separation to be min. 1 hour taped wall with a self closing tight fitting solid wood door, .1 -3/8" thickness. 9. Fireplace code compliance per UBC, chapter 37, local Building Department and requiranents of the manufacturer. Mewl fireplaces to be U.L., I.C.B.O. approved. 10. Glazing must comply with UBC standards and Washington State Safety Glass Law. Exceptions are outlined in section 5406, UBC. 11. Glazing locations subject to human impact, such as: glass doors, glazing- within 12" of door openings, and glazing closer than 18" to a floor shall be tempered glass or laminated safety glass. 12. Stair Notes: min. head room 6 -8 ". Tread 9" min. Riser 8" max. Handrail tote 1i" cross section and 1'i" awayfrnnn;c'all. Install fireblockiig at mid stringer span and at wall along stringer. Cover useable space under stair with 5/8" type 'x, gypsum board • 13. Provide deadbolt.(} "throw and ';" penetration)_atentrance doors. 14. Approved locking devices shall be installed over all operable windows. 15. Provide door porthole at 54 -66" above finish floor in front door. 16. Required 'smoke detectors shall receive their primary from the building wiring..Wiring shall be permanent and without disconnecting `_ switch, other than those required for'overcurrent protection. .17.yhne new downspouts and foundation drains to existing lines. Repair as necessary. .18. Vgri.fy size and locations of 'all openings in floor, roof and walls --with mechanical and electrical contractors. 19. Pre- fabricated items to be handled and installed per mfg's printed instructions and local codes. 20. Notify the building department .24 hours in advance of inspections FILE COPY 1 undone::,. 1 t:-_.: t'ne Plan Check a-:- ,so subject to caws and omissions and c;,:,c. I of plans does not authorize the violation of sny adopted code or onihutnce. 6 7' t of contractor's copy of approved plans solmosiedged. By Date (o/ Permit No REVISIONS NO CHANGES SHALL BE MADE TO THE SCOPE OF WORK WITHOUT PRIOR APPROVAL OF TUKWILA BUILDING' DIVISION. NOTE: REVISIONS WILL REQUIRE A NEW PLAN SUBMITTAL AND may - LCLUD- ^ ss,L PLAN REVIE W FEES CITY OF TUKWILA APPROVED JUN 1 19'4 0E% BUILD I G DIVISION 1 L..,U PIRED i Z 1 STRUCTURAL NOTES: 1. The following structural notes are supplementary and not intended to supercede the specifications and /or details that are shown on the drawings. 2. Design roads: Roof (snow) 25 psf live load Floors (living) 40 psf live load Decks 60 psf live load Stairs, Exits, Corridors 100 psf live load Wind Speed 80 mph, Exp. "C" seismic Zone 3 Soil Pressure 30 pcf equiv. fluid pressure 3. Soil and Foundation Data: (a) Soil bearing information is not available for this design. Assume soil bearing capacity is 2000 psf. (b) Extend all footings down to undisturbed soil of the assumed bearing capacity, with a min. of 18" below finished grade or as shown on drawings. (0) Center all footings on columns and walls above unless sdecifically noted on drawings. (:1) Compacted fill to be well graded and granular with not more than 59 passing a 200 sieve. Place 8" loose lifts and compact to 95% A:Odified AASHO density at optimum moisture content. 4. Cast in Place Concrete: (a) Concrete of the following 28 day strenght 2000 psi (5 sack cement /yd. max. 6 gal. water/ sack) for all structal concrete, including foundations and slab on grade. Max. size aggregate 1 -j" max. slump 4 ". Add Master Builder Pozzolith per mfg. racatmendations to all concrete except footings. (b) Reinforcing steel ASTM A -615 grade 60 =Detail, fabricate and place in accordance with the latest edition of A.C.I. "Manual of Standard Practice ". (c) Concrete cover on reinforcing steel(clear dimension) Non -exposed vertical faces 1" Vertical faces exposed to earth and weather 2" Bottom footings Slab on grade 3" (d) Lap all field splices 24 diameters with a min. of 12" or use corner bars at all corners and wall intersections (e) Provide two cont. #4 bars in the top of all exterior foundation walls where exposed to view. Min. footing reinforcing two 84 cont. bars, or as noted on drawings. (f) Minimum reinforcing steel in slabs on grade 6x6 w1.4 x w1.4 WWF lap one full mesh. Provide control joints where shown on drawings with a max. spacing of 30' -0" (g) Vibrate all concrete. Segregation of materials to be prevented, Trst cylinders are not required. RECEIVED CITY OF TUKWILA JUN 9 1994 PERMIT CENTER Imo? 1` rA.E. s *.24't- 5z, Atn31.1 La..? 4 -4-7-'-/-• r G below ,9-A or and 12" -3000% is most bar a Steel 114 bar Steel cedar lloor 6" of to be iatural al and oanr''oif n with I bolts of IICI area. quay ection gra. Winn MUM ■CO 35. Truss engineered design to be at site. Bracing per manufacturer's requirement. All nailing per Table 25-Q. SEE BELOW TABLE NO. 211-0—NAILIND SCHEDULE coma cm,. nmunc. 7.8d 2. SAWA.. infoist. indull owl, end 2-11d 2-ad 1. Wide/limn I' A 6,0110or armajoin, rme 3-21 7. 2. tubBoor infoisl or Al/den blind And W. n.11 2-1.1 1. Sole plAisio1oldorblockins, 7. Top pia.. .lud, end nAll 2-16d 8. Sind to plMe S. Double P.,. foce n.11 10. Donblnd lop MUG, nms 12. CardInnon. hod.. inro pieces 17. Ulla, lois. In plate, tmn.11 7.2d 11. Conlin...h.. to Pad, immil 9-ed 17. Ceiling Mb., lme oTAr fmn n•Il 7.16d E11211.101Ps lo nficn. [me mil 7-11,4 12. I' PAMMIArmorlem lo each MGM,. Ime End 21. I...up.... Dud. 22, 1.111,,s1MG and bet. 7-1Id o.v. rnn 10.11Z 100 &le '-d-nEFAESF MAX HEIGHT AND SPACING OF WOOD STUDS W/O ENGINEER TABLE NO. 2S-11-3—SIZE, HEIGHT AND SPACING OP WOOD STUDS, ,4-.41=11.0 10 24 3 334 10 16 24 10 24 24 16 24 ID 24 16 20 24 ;4=14:44'447=4"A'J.' EQUIVALENT WALL BRACING or E.W.B. INIMUM LATERAL RESTRAINT PANEL 'DETAIL #1 11;4;1111`.°,4%"431 PAIr 74. 24 LATERAL RESTRAIIVT PANEL DETAIL #2 EMPAlintioffa-szm CITY OF TUKWILA, APPROVED JUN 10 199,14 AS 1401L14 arMTewi, main floor plan ubc section 2517 bracing upper floor plan cross section b cross section a second floor framing plan hood framing energy notes stairs roof raming plan wall section elevations elevations framing sections legal description notes