10101 7TH AVE SE 2018-01-02 MF Import

u i 1 a " IZN �• - dP! gTiRf ur Of"1. 'lll�a�l'i�Ntn , 0& 1 �pjflfi 2r.1 s 3C 9.''�•s. i�14t. -- • r0�►Ge� f �•� LJ i 1 �_•.. .e..e `t.aA.am u w �dP�•r.'T�EL• STIRRUP DTL, SECTION A 4L o'1 •fa 9-so oEPTN u �s J ""4Z. S'(EIE1. TYPCORNER REINFORCING 2 PNu• N H I h �� o SEE �l�P�ri •sN�r a yiT s- - -717 ,' SKIMMER NICHE DETAIL 4.41 •N T*� it Tlf FLO* 41" L_ 1 SECTION B *4 o *Lo 'i. +'-o'' nEPTfii a TYP 5RA REIN, *3d m"Aa , vemor 413E q'p c.,+icWlz, ISONP lSM, fmE(R'S6C1' x WIT14 4-*4 Cop-P1' a 10101 7th � � o U} 5*,T Z - 3p 1.1 • 1. • SOIL C,OND TIOES: T'IS POQL YITe BOND 86AM 14AY BE �.- INSTALLED IN Sift Of NON -EXPANDING TYPE MATERIAL. IF , f N MATERIAL IS AN EXPANDING CLAY TYPE SOIL, ltHEN IT IS " NECESSARY TO INSTALL THE,SURROUNDING SIDEWALK AND THE 901.3. FELT MEMBRANE WTH ALL JOINTS SEALED WITH BLACK LONG ! ASBESTOS COLD APPLICATION MASTIC. ALL DECK EXPANSION JOINTS ADD THE JOINT BETWEEN THE POOL COPING AND DECK SMALL BE SEALED WITH A "THIOKOL" SEALER. I ASSUMED SOIL BEARING - 2,000 PSF. 2. SITE CONDITIONS: THE GROUND SURROUNDISC THE SWIMMING P09C IS ASSUMED LEVEL. NO SURCHARGE, RETAINING WALLS OR TERRACES ARE TO BE CONSTRUCTED ABOUT THE PERIMETER OF THE j POOL UNLESS THE BASE OF SUCH VALL, TERRACE OR SURCHARGE BE ' HELD BACK A MINIMUM HORIZONTAL DISTANCE FROM THE FACE OF THE POOL AS SH010- DE�IfN FL, Jos a' y • t 3.' MATERIALS: 3.1 *CEMENT - PORTLAND CEMENT SHALL BE TYPI-t CONFORMING TCC ASTM SPECIFICATION C-150 AS LATEST•AMENDED. 3.1 FINE AGGREGATE -SMALL CONSIST OF NATURAL SAND HAVING i HARD AND DURABLE PARTICLES CONTAINING NO MORE THAN 41t CONTAMINATION. 3'.3 WATER - SHALL D 'CLEAN AND FIT TO DRINK. 3.4 REINFORCING STEIIL - BARS FOR REINFORCEMENT SHALL BE STRUCTURAL STEEL GRADE CONFORMING TO ASTM SPECIFICATION A- i 615 AS LATEST AMEMDEd. AND SHALL BE NICH•DOED DEFORMED BARS. ; re - 24;000 PSI, GRADE 60. • 4. GUNITE MIX: CUNITE SHILL ATTAIN AN ULTIMATE 28 DAY ' STRENGTH OF 2,000 PSI. FLEXURAL TENSION STRENGTH (MODULUS OF RUPTURE)' Fr - 450 PSI. MIXING: IN THE PROPORTION (BY VOLUME) OF 4 1/2 CUBI! FEET OF DRY SAND TO EACH 40 LB. SACK i •OF CEMENT. MAXIMUM WATER CONTENT SHALL BE 3 1/2 GALLON PER V. SACK OF CEMENT. • 5. AIq-PLACID CONCRETE MIX: ULTIMATE 28 DAY STRENGTH - HIN. 2,000 PSI. .Fr. - 450 PSI. MIXING: IN THE PROPORTION OF 63% SAND, 402 PEA GRAVEL. 7 1/2 SACK RE1I-MIX CONCRETE, i MAXIM"'M WATER CONTENT SHALL BE 3 1/2 GALLON PER SACK OF CEMENT, INCLUDING WATER IN-AGCRRGATE. I 6. STEEL PLACEMENT: 'REINFORCING STEEL SHALL BE PLACED TO THE ..INIS.AND DIMENSIONS SNOWS.OM THE PLAN, CAREFULLY AND I'IRHLY ,WIRED IWO0 PLACE. STEEL S■AT.L BE BLOCKED WITH bIICKETq TO MAINTAIN THE SPACING FROM THE EXCAVATION. LAP ' BARS 30 DIAMETERS AT SPLICES AND 2'-0" HIM MUM AT ALL CORNERS. CONCRETE COVER FOR STEEL PER PLT 7. CONCRETE PLACE: CONCRETE SMALL DR PLACED ON FIRM. NATURAL,. UNDISTURBED OR COMPACTED ENGINEERED FILL TO. TIE • THICKNESS.SHOWN. ANY DEPOSITS OF LOOSE -SAND OR REBOUND SHALL•`BA CAREFULLY REMOVED FROM SURFACES DBMS PLACEMENT. ALL REBOUND POCKETS, SAGS, SLOUGHING OR OTHER INFECT SMALL BE CUT OUT AND REPLACED. NO REBOUND SHALL BE REUSED. 6. CURING: THE CONCRETE SHALL BCE DAMP CURED FOR A PERIOD OF 10 DAYS. DURING THIS CURING PERIOD THE PLASTER FINISH MAY BE APPLIED AND THE FINISHED POOL FILLED WITH WATER. BNERGY NOTES . it - • HEATED SWIMMING *POOLS -SHALL BN EQUIPPED WITS CONTROLS.WHICH: •1. ALLOW WATER TEMPERATURN TO BE REGULATED FROM MAXIMUM DESIGN TEMP. DOWN TO 65 DEGMRNS F. • 2. HEATER SMALL BE IQUIPPHD WITH AN ON -OFF SWITCH TO ALLOW SHUT-OFF. WITHOUT AB STING TVA THERMOSTAT SETTING AND TO + ALLOW RESTARTING WInWl &BLIGHTING THE PILOT LIGHT. 3. • THE POOL SMALL BE 1D Vlr? fD VITH A FLOATING COVER AT THE ! SURFACE OF THE WATER. GENERAL NOTES I 1. CONSTRUCT'ION SHALL COMPLY VITH THE LATEST EDITION OF THEI UNIFORM BUILDING CODE OR APPLICABLE CODE OR BUILDING ORDINANCE. THIS PLAN SMALL 32 REVIEWED FOR CONFORMANCE EVERYI 1 THREE YEARS FROM THE MOST RECENT DATE AFFIXED TO THIS SHEET., 2. THE CONTRACTOR SMALL CHECK AND•VERIFT ALL DIMENSIONS r►ND' CONDITIONS.SHOWN ON THIS SHEET ON SITE. 3. PROVIDE DRAINAGE AROUND POOL IF WATER IS ENCOUNTERED. NO I GROUND WATER IS PERMITTED AT POOL LEVEL. 4. THE POOL SHALL BE 8'-9" MINIMUM DEEP FOR e 0 TO 1 METER SIGN DIVING BOARD, IF PROVIDED. VERIFY MINIMUM POOL DEPTHS +WITH LOCAL CODES. 5. THE POOL SECTIONS HEREIN ARE DESIGNED PRIMARILY FOR RECTANCULAR AND SHAPED POOLS, AND FULLY APPLICABLE TO FREE- FORM POOLS WITH RE-ENTRY CURVES. 6. WHERE THE FROST DEPTH OF THE AREA EXCEEDS THE*DEPTH OF WATER, THE POOL SHALL BE OVER -EXCAVATED AND BACIFILLED WITH GRAVEL SO THAT"THE DISTANCE•FROM THE WATER SURFACE TO THE BOTTOM OF T,SE GRAVEL LAYER EQUALS OR EXCEEDS THE MAXIMUM FROST DEPTH EXPERIENCED IN THE AREA.. 7. POOL DIMENSIONS WILL• BE SHOWN ON ACCOMPANYING PLANS, WHEN NOT SHOWN ON THIS SHEET.' 8. CALL LOCAL BUILDING DEPARTMENT FOR STEEL INSPECTION BEFORE POURING CONCRETE. 9. SWIMMING POOL ELECTRICAL GROUNDING TO REINFORCING# PLUMBING, AND TO CONDUIT IS REQUIRED PRIOR TO BUILDING INSPECTOR'S CLEARANCE Of REINFORCING FOR CONCRETE PLACEMENT. 10. REQUIRQ SLOPE OF POOL BOTTOM VARIES. CHECK WITH LOCAL CODE HAVING JURISDICTION OVER THE PROJECT. WASHINGTOk STATE REQUIRES MAXIMUM SLOPES Of 1 Ff. IN 15 FT. FOR SHALLOW AREAS TO 5'-0" DEEP AND 1 FT. IN 3 FT. FOR THE TRANSITION FROM SHALLOW AREA TO DEEP AREA. T �j 11. POOL DECK AND YARD AREA AROUND.POOL SHALL SLOPE -AWAY Ae S i'i FROM POOL.6 X I Or W� V� Ia: ~ V i a W I p . W I � W I, us c W r' Cc J bP1C-: i.1• gSPJS rn%oo *I: A-n•, ►am. �Il41Ap1rs •S1iEt'j S®'