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HomeMy WebLinkAboutPP - 13435 MACADAM RD S - SARA VISTA LOT 4 RESIDENCE - PERMITS AND PLANS13435 MACADAM RD S ASSOCIATED PERMITS 04-5-201 CE'TE Without Comments J As Noted In Red [] Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. 1~ Additions, deletions or revisions to these drawings after tis date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. 1`sinal acceptance is subject to field test and inspection by v. rhe Tt{kwila Fire Prevention Bureau. Q te: iiI i hy: _ _ 1 N_ IRCORPORAYED CPVC HANGERS / RESTRAINERS TYPICAL APPLICATIONS RESTRAINER APPLICATION FIG. 22 FIG. 24 FIG. 23 ALLTOLCO HANGERS / RESTRAINERS USED WITH CPVC PLASTIC PIPE CONFORM TO NFPA 13, 13R, & 13D. APPROVED FASTENERS ARE FURNISHED BY MANUFACTURER FIO. 25 WITH FIG. 22, FIG. 23 & FIG. 24. SURGE RESTRAINER BAND HANGER ►_1 1111 798 E. HARRISON STREET, CORONA. CALIFORNIA 91719 (909) 737-5599 FAX (909) 737-0330 (510) 791-2832 IKWIL4 FIRE DEPARTMENT Please call: 575-4407 and give this job C29— No. 3 - L --O ) and exact address for shut- dewn or re toratia roval. 1. The design is based on N.F. N.F.P.A. 13u and is hydraulically calculated for the most demanding 2 fire sprinklers. 2. Maximum spacing for residential fire sprinklers is 16' x 16' and 8'-0" maximum from walls. If required, dry fire sprinklers to be spaced at 225 sq. ft. maximum and located 7'-6" maximum from walls. 3. Pipe and fittings to be CPVC unless noted otherwise. 4. Pipe size to be 1" unless noted otherwise. 5. Pipe hanger type and spacing to be in accordance with N. F. P.A. 13D and the CPVC piping specifications. I.tt= f.. 0 � to UJ0- Ya- 0° to 1 11 N I sralfrI HoUNT L I • DRAIN VALVE Cpv. FEMALE ADAPTER STEEL NIPPLE (...TYPICAL ,) �,, • PI�Es�U RE G1AU+'�E '—W4TERFLOW SWITCH} �,. S TFE L Va E(DOUBLE ASSECEcMBL''( 90 ELL DCT, To BE M ©l.) N Tep No Less THAN I.- c," otz No MORE 'THAN 5—o" NicoN Apove FLOOR f \1 I7H ALL PORTS 4CGE5$1 BLE GOMi3I N EP FIRE AND DoMET-IG WAT FR SUPPLY FROM 5TREET BY OTHERS 18'.19 x" AF.F. (5) Ido" SHELVES - 4 -II I U max( I ITER ATS-} 0 T$. ON DOOR F•r� V.T.O.5. Alpe 30" T$. 40" AFF. VC Pee TsEDROCM CAPPET ..0111111111, 1) SW INIGs @PEA. 54p 11 -M 1 L 6,-0 1/2" BEDROOM 2 41-0" 7 v FURNACE/WH FLUE E3EDROOM 3 CARPET FLAT CEILIN 0 li w c 0 0 4x8 DF'2 S.D. 2' A1-3 1/2' OPEN TO ENTRY BELOW 8'-6" HD 4x8 4x8 DP2 t UPPER FLOOR PLAN I/4"=1'-0" AREA SUMMARY: MAIN FLOOR UPPER FLOOR TOTAL CsARAGE • 1311 S.F. • 1245 S.F. • 2562 SF. • 463 SF. RISER DETAIL NTS LLQ 3/ S OPTIONAL NIP SET - WITI-I ELEV. "E3" ONLY ROOTING BY CONTR. 11 SCISSOR TRUSSES 9 24" O.C. N g. G fl P1 OT ER y, R-30 INSULATIO CEILI VENTED BLOCKING ETAL CUTTER ' RS. EXT_ FFIT MONO TRUSSES e 24" O.C. 34" G SUBFL LYWOOD FOYER KITCHEN �-- 5/8" TYPE 'X' G.W.B. ON WALLS 4 CEILING UNDER STAIRS CONC. STOOP 2X4 KICK LOCK titiriti it (H1) 4)44:012.2 4" 4) D.5. TIGHTLINEs 0 90" FELT UNDER ALL POSTS -11ABI5 0 ALL POSTS CTYP.) till Illi/ 1 1 1 1 l�ltitlti/it�l R-30 INSULATIO 2X6 STUDS 916" O.C. W/ R-21 INSULATION UPPER FLR IE. UPPER FLOOR MAIN FLR 2X4 TRT'D MUD SILL MAIN FLOOR W/ 5/8"47 X 10" ANCHOR BOLTS 4(1 TCI4EN 4 2x6WALL (CI) (5) 2x6 FAN V- TOS 4 1f 2k6 I-141,LF WA HALF WALL 4 I1 F82 1/2 821/2 OVAULT 2° DR FRAME HEADER 9 83 5/8" AFF. X8 FURRI IN LAUNDR ENTRY 9'-5 1/2" VAULT OPT GARAGE SEE SHEET GI CHI) 4x12 DF' 2 HDR s 3rd CAR OPT. (4)A35 BLOCKING-" TO WALL TOP IE. (8r 12) 8 1/8"xI8" (24F -V4) 2"-' (41x HF'2 4)151_000 4G PANELS REQ'D 4X8 DF. '2 r\ 4" CONG. SLAB -SLOPE 3" TOWARDS 014 DOOR 3'-9 1/4" 6'-2 3/4" 6'-2 3/4" (BI) 4x10 DM (412x HF'2 (HOLD UP) (BM.I) 3 1/8"x16 1/2"(24f -v4) C816 • HDR is `LINE OF WALL ABOVE (HI) 4x12 DP 2 HDR M411'4 FLOOR PLAN 1/4";=1'-0TI Sym a (131) 4x10 DF'2 Type RESIDENTIAL PENDENT U1L1NG SECTION 1/411=1'-0" SPRINKLER HEADS Model TYCO LFII K -Factor 4.2 K SA(Z4 VI5-TALo.-7" 134.35 M4Ic eid4w'- (Ld w i lcL) L.IA ?a -71,J' 53.° 48" O.C. (3) VERT. *4 CONT. REBAR ALL FOOTINGS TO $EAR ON UNDISTURBED SOIL - MIN. 2000 lbs. P.S.F. I, 1 Z O 2.55o " Vf 1O1 658 _ _ FI .49K.iNKLeR ��sarR- S Pt -AN 0 Sr Temp 160° f i 35' I" METER PAY oT'HEJ- Canopy CONCEALED — WHITE o Quan 20 CRESCENT HOMES JyLcore CJS i _ •.sem._ r r JE JOB: SARA VISTA LOT NO, 4 RESIDENCE 13435 MACADAM ROAD SOUTH, TUKWILA, WA. 98168 ' z to SEP 2 7 2fU4 C1� VT LOOP SCALE: 1/4" = 11-0" DATE: 9-15-2004 PARCEL NO. 2613200154 DRAWN BY: TR REVISED: 1.�1 CONTRACTOR: WAFHINGTON FIRE SPRINKLER, INC. 321 MERIDIAN EAST # C, EDGEWOOD, WA 98371 Project Total 20 STATE LICENSE NUMBE 2: WASHIFS012PG DRAWING NUMBER: 1 OF 1