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HomeMy WebLinkAboutBLD1998-007534xb P.T. BEAM (l'YP)-� 9'-H 1/2" 16"xlb'xl0' GONG. 6xb P05T bxb P05T i8"xl8"xl0" GONG. FOOTING 4" GONG. SLAB 18"xl8"xl0" GONG. FOOT bxb P055 N r 18"xl8"xlO" GONG. bxb 18"xl8"xl0" GONG. FOOTING bxb P05T- 4" GONG. SLAB N f- 18"xW'xl0" GONG. bxb P05T ,IYO 1/4" FOUNDATION PLAN 5GALE 1/4" = I' SECTION - 5GALE 1/2" = I' N 6068-FD 4x6 D.F. E DINING ROOM IVINC ROOM b05C-XOX b030-TRAN ABOVE v56es 1n6. 05e SHEATHIHe d e *• O.G. W-FORTM O,G. INTERMWIATE MATCH EASTM6 6URH2 MWOUS FASCIA 35*6 POST 3ro'0 MD. OZ. tF Hm roams 5EH _ _bxl2 D._F._#1 BEAM bxb P05T bxb POST X1 �I s uI 61 __ - x 1z bxb P05T-- �I I w LL:I �I XI E bxb POST B I I GAR PORT �I X1 �I bxb POST aI �I I s: IIL 61 XI - - - - — bxb POSTS 6xl2 D.F. #I BEAM FLOOR F>LAN 4" GONG. 5 b"xb"-NIOx 5GALE 1/4" = I' • u. r P05T �5ON GB566 f 05T �E W/ 2-5/bNP N.B. 400P 12" O.G. 04 DOWLE dO" PLINTH JW'xl0" FOOTN6 s4 BAR5 E.W. POST TO FOOTING PRE EN6. TRUSSES e 24" O.G. 12 1/2" GDX OR -7/16" 055 51-cATHING b NAILED W/ 8d 0 6" O.G. =JPPORTED EDGES ! 12" O.G. INTERN7DIATE MEMBERS SIMPSON H-1 GLIP ROOFING TO MATGH EXIS INC, • ONTINUOU5 GUTTER bxl2 D.F. #1 BEAM / • /4"xb" CONTINUOUS FA56A SIMPSON GC66 COLUMN GAP W/ 4-5/WO bxb P05T ROOF TO BEAM B 2' H' 2' ITCORNER SE— T ' GORNER SET R0Of` PLAN 5GALE 1/4" = P II BEAM CG66 GOLUMN -5/5"4P M.B. L G FDOSTTO BEAM 4„ MIKE'S DRAFTING d DE516N ASSUMES NO LIABILITY FOR ANY GHANGES OR MODIFICATION MADE TO THESE PLAN BY OTHER. GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE 5PEGIFIGATION5. ANY DI5GREPANGIE5 FOUND AMOUN6 THE DRAWING, THESE GENERAL NOTES AND THE SITE GONDITIONS SHALL BE REPORTED TO THE ENGINEER ANY WORK DONE BY THE GONTRAGTOR AFTER DISCOVERY OF 5UGH 015GREPANGY SHALL BE DONE AT THE GONTRAGTOR'5 RISK. THE GONTRAGTOR SHALL VERIFY ALL AND COORDINATE DIMENSIONS AMONG ALL DRAWIN65 PRIOR TO PROCEEDIN6 WITH ANY WORK OR FABRIGATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRAGIN& AND 5HORIN6 DURING CONSTRUCTION. 5TANDARD5: ALL METHODS, MATERIALS AND WORKMANSHIP SHALL GONFORM TO THE Igq'T UNIFORM BUILDING GODE (UBC) AS AMENDED AND ADOPTED BY THE GOVERNING MUNIGIPALITY. VERTICAL LOADS: ROOF. DEAD LOAD 15 P5F LIVE LOAD 25 PSF (SNOW) LATERAL FORGES I. LATERAL FORGES ARE TRANSMITTED FROM THE ROOF DIAPHRAM TO THE SHEAR WALLS. THE LOADS ARE THEN TRAN5FERED TO THE FOUNDATION WHERE ULTIMATE DISPLACEMENT 15 RE515TED BY PASSIVE PRESSURE OF EARTH AND / OR SLIDING FRIGTION. OVERTURNING I5 RESISTED BY DEAD LOAD OF THE 5TRUGTURE. 2. WIND: P=GeC,gQsl, PE51ON WIND SPEED = 80 MPH. EXPOSURE CLASSIFICATION B, IMPORTANGE GOEFFIGIENT 1.0 . P DETERMINED BY U51N6 Gq EQUAL TO 1.3 . METHOD 2 (PROJECTED AREA) USED FOR GALGULATION. Ge EQUAL TO 0.6-7 Qs EQUAL TO 16.4 P5F. P = 0.6lxl.3x16.4xl.0 = 14.28 P5F. 3. 5EISMIG, ZONE 3 PER 19Y7 UBG. Fp=4.OGaIpWp, 1=1.0, Ga=Per Table I6-0, Wp=DEAD LOAD OP PORTION OF BUILDING. 501L BEARING PRE55URE: 2000 P51F ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH OR STRUCTURAL BAGKFILL. AREAS OVER -EXCAVATED SHALL BE BAGKFILLED WITH LEAN CONCRETE (F'c=2000 P51) OR "STRUCTURAL BAGKFILL". AREAS DESIGNATED 'STRUGTURAL BAGKFILL" SHALL BE FILLED WITH APPROVED WELL GRADED 13ANKRUN MATERIAL. MAXIMUM PEN5ITY AS DETERMINED BY A5TM D-I55l-lH. GONTRAGTOR SHALL EXERGI5E EXTREME GARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS, AND OTHER GONGEALED ITEMS. UPON D15GOVERY, DO NOT PROCEED WITH WORK UNTIL REGEIVIN6 WRITTEN INSTRUCTIONS FROM ENGINEER. A COMPETENT REPRESENTATIVE OF THE OWNER SHALL IN5PEGT ALL FOOTING EXGAVATIONS FOR 5UITABLITY OF BEARING PRIOR TO PLACEMENT OF REINFORGIN6 STEEL. PROVIDE DRAINAGE AROUND ALL WORK TO AVOID WATER -SOFTENED FOOTINGS. GONGRETE: GONGR.ETE: SHALL BE MADE WITH PORTLAND GEMENT A5TM G-150 TYPE I OR TYPE II, GOAR5E AND FINE AGGREGATE A5TM G-33, GLEAN WATER AND POTABLE, AND TYPE A (WATER REDUGIN6), TYPE D (WATER REDUGIN6 AND RETARDING) OR TYPE E (WATER REDUGING AND AGGELERATIN6) ADMIXTURE ASTM G-494-80 AND SHALL BE READY MIXED PER ASTM G-c14 UNLE55 OTHERWISE APPROVED. MATERIALS. ITEM MINIMUM f ' c NORMAL SLUMP 29 DAYS INCHES*-1AXiM7Ji-1 FOOTINGS 2500 PSI 5 SLABS 2500 P51 5 ALL OTHER CONCRETE 2500 P51 5 * AT GONTRAGTOR'5 OPTION, GONTRAGTOR MAY USE MASTER BUILDERS 5YNER6YZED PERFORMANGE SYSTEMS U51N6 POZZOLITH ADMIXTURES TO PRODUGE FLOWABLE CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 9". MASTER BUILDERS GONGRETE TEGHNIGIAN SHALL A5515T IN DETERMINING PROPORTIONS FOR 5P5 GONGRETE AND SHALL OBTRIN APPROVAL OF ENGINEER PRIOR TO EMPLOYING THIS PROGEDURE. PLAGE GONGRETE PER AGI 304 AND CONFORM TO AGI 604 (506) WINTER GONCRETIN& AND AGI 605 (305) FOR HOT WEATHER GONGRETIN6. USE INTERIOR MEGHANIGAL VIBRATORS WITH -7000 RPM MINIMUM FREQUENGY. DO NOT OVER - VIBRATE. CONCRETE SHALL BE POURED MONOLITHIGALLY BETWEEN CONSTRUCTION JOINTS OR EXPANSION JOINTS. PROTECT ALL FRESHLY PLACED GONGRETE FROM PREMATURE DRYING, EXGE551VE HOT OR GOLD TEMPERATURE FOR SEVEN DAYS AFTER POURING. PROVIDE CONTROL JOINTS AT 2H' O.G. MAXIMUM FOR UNEXPOSED SLABS, INGLUDIN6 TOPPING SLABS, I6" O.G. MAXIMUM FOR EXPOSED SLABS. SUBMIT PRAHIN65 WITH GONTROL JOINT PATTERN FOR EN6INEER'5 APPROVAL PRIOR TO PLACIN6. NON -SHRINK 5ROUT: MAKE FROM ONE PART A5TM G-150 TYPE I PORTLAND GEMENT, ONE PART FINE SAND A5TM G-33, AND ONE PART "MASTER -FLOW 713" BY MASTER BUILDERS OR EQUAL. MIX DRY AS CAN BE WORKED, OR MIX TO A FLUID GON515TENGY AND PACK OR POUR SOLID TO FILL SPACE UNDER PLATES OR SHAPES. )5E "EMBEGO 636" FOR NONEXP05ED WORK. METAL REINFORCEMENT (GONGRETE), ALL REINFORGIN6 SHALL GONFORM TO A5TM A-615,SRADE 40 FOR #5 AND SMALLER, GRADE 60 FOR #6 AND LARGER. DETAIL, FAB:IGATE AND PLAGE PER AGI 315 AND AGI 31&. 5PLIGE5 SHALL BE 24" DIAMETERS aR 18" MINIMUM FOR CONGRETE. WELDED WIRE FABRIC, SHALL CONFORM T( ASTM A-62 AND A-185. LAP ONE FULL MESH ON SIDES AND ENDS. PLAGE AT M7-DEPTH OF SLAB, OR AS SHOWN. 5TRUCTURAL5TEEL, MAGHINE BC_T5 (AB) AND ANGHOR BOLTS (M.B): A5TM A-30"7. DRILLED IN',NGHOR5. "PARABOLT" BY U5M, ING., MOLLY FASTENER DIVISION, "RAWL BOIL', OR APPROVED EQUAL. EMBED BOLT INTO GONGRETE l" DIAMETER MINIMUM, EXEPT AS SHOWN. GARPENTR7 PLYWOOD (TRUGTURAU: SHALL BE GROUP I OR GROUP II 5PEGIE5, GP GRADE EXPOSURE-GONFORMIN6 TO PS-1-83. EACH PIECE SHALL BEAR THE GRADE TRADEMAR OF THE AMERICAN PLYWOOD AS50GIATION. FRAMING LMBER. GONFORM TO !^JEST COAST LUMBER INSPEGTION BUREAU (WCLIB), 09WE5TERN WOOD PRODUGT5 ASSOCIATION (WWPA). EAGH PIECE SHALL BEA THE WGLIB OR WWPA &RAPE TRADEMARK. SPECIES AN) 6RADE 1. BEAMS AD HEADERS: "DOU6 FIR / LARCH" No. I 2. BLOCKA: "DOUG FIR / LARCH" No.3 OR "HEM FIR" No.2 3. EXTERIO STUD WALLS: "DOUG FIR / LARCH" No.2 4. THE MINRUM GRADE OF ALL OTHER 5TRUGTURAL FRAMING: "DOU6 FIR" No.2 GENERAL REQUIREMENTS, PROVIDE MINIMUM NAILING PER 111cr USG TABLE 23-II-B-1 OR MORE, AG OTHERWISE SHOWN. ALL WOOD IN GONTAGT WITH CONCRETE OR MA50WY SHALL BE PRESSURE TREATED MATERIAL. PROVIDE GUT WASHERS *ERE BOLT HEADS, NUTS AND LA6 5GREW HEAD BEAR ON WOOD. FRAMING 60NNEGTORS: ALL FRAMING GONNEGTOR5 SHALL BE IGBO APPROVED TYPE OF GONNEGTOR5 SHALL GONFORM TO TH05E GALLED OUT ON DRAWIN6509 AND APPROVED EQUAL. GONNEGTORS GALLED OUT ARE SIMPSON STRONG TIE GONNEGTORS AS MADE BY SIMPSON STRONG TIE COMPANY NG. SUBSTITUTION: SUBSTITUTIONS MAY BE ALLOWED ONLY IF THEY MEET THE REQUIREMENTS OF THE 6ENERNL NOTES AND 5PEGIFIGATION5, AND APPROVED BY THE ENGINEER. IO I O � O z ~ All dimensions h conditions are to be verified by the contractor before Y e start of construction DE 04w BY, N1DD 10-161t8 SHE1T MkOW 2 --OF- 2 i NOTE: CONTROL MONUMENTS: 1) MON IN CASE ® CENTERLINE INTERSECTION CASCADE LANE & WALKER WAY USED FOR MERIDIAN BASE PT.) 2) IRON PIN IN ASPHALT @ CENTERLINE P.C. 254.50' W'LY OF INTERSECTION OLYMPIC LANE & WALKER WAY. (USED FOR MERIDIAN BASE PT.) 3) IRON PIN IN ASPHALT ® IST P.I. ON OLYMPIC LANE NTY OF INTERSECTION WALKER WAY (USED FOR COOR'D. BASE PT.) 4) IRON PIN IN ASPHALT 0 2ND P.I. N'LY ON OLYMPIC LANE BADLY BENT ® N16'E - 0.12' FROM THEO. (NOT USED FOR THIS SURVEY) 10' UTILITY EASEMENT PER PLAT 1f r-� N 84'41'00" W 15- c A i u' L. uqj / I NOTE: THIS IS A COMPOSITE DRAWING FOR THE TOPOGRAPHY AND SURVEY OF SAID LOT 33. "RECORD OF SURVEY" WAS ACCOMPLISHED BY FILEING OF THE PLAT OF "PORT LUDLOW N0.1" IN 1968. �4 c\j c\j c\j cL1 M 1kpggg S E 784'41'00" LEUENDD • SET 3/4" IRON PIPE WITH 2X2 LOT STAKE (6) 1 FPI POWER ® WATER METER n TELEPHONE CABLE TV PAVED ROAD PROPERTY LINE -- - — UTILITY EASEMENT ( ) SEWER MH I I I I l 5.00 4 a 9 a da ° ° 4 o „ a 4 �\ <7 4 4� 4 a AN a \ 4 d 4 � 4 a 4 a 4 THEO. CENTER OF a o CUL-DE-SAC. ° d EDGE OF PAVED ROAD ° ° d/REOOVERD) NOT ° 4 4 4 ° r'DA\iF_l nQlvP- 4 ° I a h®© ` <7 ITTI << / O \ 4 a ;7 4 I 1 1 61 ` ' ° l jJ 4 a O F? I O z _ I r� -Q �> � v N� O � ) THEO. P.T 10 0 10 20 Scale 1" = 10' 2�) I Tb 8- s- ss Fla naps E:\0W\L0M1 a 4 I/ WATER BLOW -OFF VALVE i TBM "A" PK NAIL W/ BRASS WASHER IN PAVEMENT ELV.=298.94' JWQVIE G^QMn O C [ECOUL^1 L(OO MMn S o URY TOO POO URAP ly & SURVEY OF LOT 009 p °,4 OF PORT LUDD LOOM%n H@. 9 sE 9, T.m, R1I % w.x JEFFERMN COUN 7, OVA P.O. BOX 847 WA 9870 ENUR EERUNG, LL6 3 Q ^D°Q^ PHONE:S(360) 779 6633 B.I. PHONE: (206) 842-6123 FAX: (360) 779-7031 DRAWN: BPB/TMC CHECKED: HAA SCALE: 1"=10' JOB NO.:98S-3113 DESIGN: - - - DATE: JULY 1998 SHEET 1 OF 1 FILE NO.: ---