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HomeMy WebLinkAboutLUA99-057- large format "DAYS AFTER POURING, MENTS OF ACI 301-89 PROPORTION OF CEMENT, AGGREGATES, ; WM SLUMP OF TON INCHES (Fe 5.000 pa) " : ) SURFACES TO BE SMOOTH AND FREE FROM IRREGULARITIES. a s PROWCT Pesce POURED CONCRETE FROM PREMATURE OR 6 FOR A MMM OF Seven C. VIBRATE OR MANUALLY “R00" TO PREVENT SEGREGATION, HONEYCOMBING, DRY POCKETS OR OPEN SE. Dp. *WET-GET" INSTALL ALL ANCHOR BOLTS AND REQUIRED METAL CONNECTORS; TROWEL ADJACENT CONCRETE SURFACE FLAT AND SMOOTH. IF RETRO-FITTING IS NECESSARY, INSTALL EPOXY-SET BOLTS = INTO: THE CURED CONCRETE. TO PROVIDE A MINIMUM EQUAL HOLDING STRENGTH OF THE mules ~OUT € ANCHO! site DEVICE. DO NOT USE MECH ANICAL ia BOLTS. _ EL INSTALL GxGxl4 awg WWF MINIMUM iN ALL CONCRETE SLABS; GARAGE, DRIVE, GROUND- da ty PATIOSIDECKS AND WALKWAYS,. UNLESS OTHERWISE SF ECIFICALLY’ APPROVED. 3.2. CONCRETE 10 CONFORM TO ASTM 150, TYPE “I” OR TYPE "Ws" MIXING WATER TO BE CLEAN AND > POTABLE. AGGREGATES TO CONFORM TO ASTM-CEB. ic s é 33 REINFORCING STEEL TO BE NEW, DEFORMED BILLET STEEL, FER ASTM STANDARD "AY 615-92; . GRADE. GO FOR #3 AND LARGER BARS, A. REINFORCEMENT TO BE CONTINUOUS AROUND CORNERS: oR mer BARS PROVIDED. 8B. LAF ALL SPLICES MINIMUM: 40 BAR DIAMETERS. 3. 4 EPoxY DOWELS 10 BE INSTALLED wit HILTI "HIT C- 100" EPOXY ADHESIVE PER ICBO REPORT R4A19 OR APPROVED EQUAL, PER MANUFACTURER'S INSTRUCTIONS, A. D0 NOT APPLY abionld IN MRIGONCEE Te: TEMPERATURE BELOW 50 deg. F. 7 ROUGH CARPENTRY: ALL Py FRAMING MATERIAL 10 BE STUD GRADE HEM. FIR FOR STUDS, AND STANDARD OR BETTER FOR PLTe ORK AS SHOWN FER PLANS EACH PIECE OF LUMBER TO BEAK A GRADING STAMP. A. GENERAL LUMBER os & GRADES (UNLESS OTHERWISE NOTED ON PLANS) EXTERIOR WALLS 2x6 STUD GRADE HEM-FIR @ 16" O.C. INTERIOR WALLS 2x4 STUD GRADE HEM-FIR @ 16" 0.C. - FLOORICEILING JOISTS: &x #2 HEM-FIR @ 16" O.C. B ALL WEATHER-EXPOSED LUMBER, OR THAT ae CONTACT WITH CONCRETE, 10 BE PRESSURE TREATED OR HEARTWOOD CEDAR. 7.3 ROOF TRUSSES: CONTRACTOR OR OWNER/BUILDER TO FIELD- -CONFIRM ALL DIMENSIONS AND PLAN ~ LAYOUTS WITH THE TRUSS MANUFACTURER, PRIOR TO. ORDERING MATERIALS. A. IN THE EVENT OF ANY DISCREPANCY BETWEEN THE PLANS AND THE TRUSS MANUFACTURER'S STANDARDS OF FABRICATION, IT IS RECOMMENDED FOR THE TRUSS MANUFACTURER TO CONTACT THE DESIGNER OR ENGINEER TO REVIEW AND RESOLVE THE DESIGN ISSUES. RESULTING CHANGES TO BE CONFIRMED IN WRITING. FABRICATION AND/OR INSTALLATION NOT IN ACCORDANCE WITH THE FLANS IT PERFORMED AT THE RISK OF THE TRUSS MANUFACTURER ANDIOR INSTALLER. a B. FIELD-STORE ALL TRUSSES IN.A VERTICAL POSITION, AND PROTECTED FROM ADVERSE WEATHER, AS INTERNAL DAMAGE CAN RESULT FROM IMPROPER HANDLING, IT 1S RECOMMENDED a0 THOROUGHLY REVIEW THE MANUFACTURER'S INSTALLATION & HANDLING INSTRUCTIONS, C. INSTALL ALL BLOCKING, AND TEMPORARY BRACING, PER MANUFACTURER'S INSTRUCTIONS. D. FIELD- ALTERATION OF TRUSSES, W/O THE ee ENGINEER'S WRITTEN APPROVAL, iS PROHIBITED. 74 CARPENTRY HARDWARE: ALL BOLTS PER ASTM 1-307. WASHERS TO BE MALLEABLE IRON. A. NAILS TO BE COMMON WIRE NAILS OR EQUIVALENT PNEUMATICALLY-ORIVEN NAILS - a ia OF AMER AN OR CANADIAN MANUFACTURE ONLY. "COMMON NAIL P-NAIL MINIMUM LENGTH MINIMUM PENETRATION 16a COMMON 0.162 " 3-142" Pe gs 104 COMMON 0.148" a" hee & 8d COMMON 0.131" a 1-3/4" B. CONTRACTOR IS RESPONSIBLE TO PROVIDE NAILS OF SUFFICIENT LENGTH TO. MEET THE MINIMUM NAIL PENETRATION INTO THE FRAMING MEMBER FOR ALL FRAMING AND SHEATHING CONNECTIONS. INSTALL P-NAILS PER THE NAIL GUN MANUFACTURER'S RECOMMENDATIONS. C. ANCHORS AND METAL CONNECTORS TO BE SIMPSON, SILVER, TECO OR OTHER 1CBO EQUIVALENT. D.. WEATHER-EXPOSED CONNECTORS TO BE GALVANIZED. - 75 MINIMUM NAILING PER 1997 U.B.C. - SEE STANDARD TABLE. ONE ATE PLAN NOTES he ELEVATIONS 3 har FLOOR PLANe Ae FOUNDATION # FRAMING 5 ROOF FRAMING (o SECTION & CETAILS 6 BECTION & DETAILS B STANDARD PRACTICES = Ne oo ; Buea CODE. RQMTe: SEE ADDITION. @Lagina Cr FOEL TYPE? Gbo FLOOR AREA IOB.S a GLABING AREA {718.0 4° | @LAZING/PLbeR. AREAS = : _MEBTS W.2.E.0. PRESCRIPTNE OPTION TZ IN@DLASTION : pH a CEILING R-3BO BATES EXT WALL @-\9 BATITG ONDER FLOOR £&-\l0 BATTS POCcR= (ExT) “U- .040 OWE D:.069 “19. w% fo > EXISTING Japprad! “To Be ao ween A Pecos , i ZENCH DRAIN % -OUTUNE OF EXISTING RESIDENCE & DECK (TO ME RELOCATED Ae HOV) | \4 LOT G, CEDAR. RINER SUMMER HOME SITES, YOL. 21 OF PLATS, PG 44, KIN@ COUNTY RECORDS | DATA. PEI2 sUZVEY 2(14{%6 BY APEX ENGINEERING LEG. F 18902. PAC -TECH ENGINEERING, 721/972 GATE OPZERVATIONG. . PROVECT SCOPE + |. RELOCATE & RAIGE AN EXISTING 908.5 SINGLE FAMILY ONE-wiory RESIDENCE TO A SECOND FLOo2 LEVEL. 2Q. CONS TROCT A NEW MAIN FlcorR OF THE SAME GIZE To SLUGN W/EKISTING WALLe. %. ATTACH A NEW Alel ¢' - GAZAGE GC THE MAIN FLOOR. A. 2EPLAGCE THE EXIGTING DeEcK WIA SMALLER 220 § Deck ~ STAIRS @ THE MAW FLOOR: A NEW 220¢ DEC @ THE SECOND PLDOr LEVEL. | %. ATTACH A HEY 54.14% EXTRY DECK & PORCH. 6. REMOVE THE EXIetING 2148! GLRAGE. /GHED. Ho IO -O" 4 1" ONE iL 0. il Y : uw aS pat rat & 7 fai eet Vad mapa iS: mae QO Fail Q =«" an q 0 oO Date al IO} i Scale NOTED Drawn. WD Job QlZAioe ©) ee f > Sheets PRINTED ON NO. 1000H CLEARPRINT » ee REVISIONS | BY \ el ~*~ ‘ | Bi) ' ti : : i iN | 2 | WET is 3 HT i : & it UL a ~ » § NORTH ss. él S§ §| 4 it of g og : =a » = 3 S. 32 x aS 4 eed a N. 4326. 6% : xe: = * rer ee es ee al zg MICHAEL | BROWN 356 AC. er Ae" aes ee ef | 3D ee o F BS rT. 48 1ASAC. 5 E88 gO 880 Tie ES io SiS EXD ‘ & PUGET WESTERN INC. Sovt. Lot 5 .2 75 Acres Pear 8, SA, 4 va aA » “4H $s une cas i) aN * ; Gee Ie ages, gue Renee dtae hs el I MES ei ng 5 1 vi! “ i! " i \Gov't. Lot 4 gr \ | | 25.80Acres () / PP IS paneer: rt *. See ae @ oe oe } °O 0 a VIKING INV. CO.” " 9 ©) wl Ny Pie : 0 ti age. sy : x’ — ~~. “i SN. pitas Rs; Nps Sec Saye > ou ‘ Q ms oie. meee ON pee genie 2 mi 4 ‘A i pr Ets Sige ek < Noy oe pr SF : 4 i X STATE r) yf NN i a x r . AG AD — bo ! sa wy VALID wok, Og : ¢ SWI |\ yrNZ% lt ok x : GBs) = a a ee & é XY, ii Oey 3 Z s Ling R “NE x Ss a en + AS B& 4 speak Be os an be a ed oe > ee pe ee DASE on et oe pate Aa}99 | \A/ "= 200-0" Scale NOTED DEVELOPMENT Pp 5 . A.P. ¥ 147 140-0020 THAT PORTION OF LOT “1 (AKA Tract @), CEDAR RIVER. SUMMER HOME SIT EBAY OF RENTON prawa( Wey) =) 3 PER PLAT RECORDED IN VOL 31, PG 44, KING COUNTY (ATTACHED) APR 09 1999 eR TSSTE 2a SET ST eee, eNO, wa. RECEIVED <= ame 44 -0577__ ||" swe 24 X 36 PRINTED ON NO. 1000H CLEARPRINT « ‘