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SYMBOL LEGEND GENERAL NOTES <br /> 1. THIS PROJECT SHALL COMPLY WITH ALL CODES AND STANDARDS IDENTIFIED ON SHEET 62. ALL WORK SHALL MEET gel- M T <br /> OR EXCEED INDUSTRY 5TANDARD5 FOR MATERIALS, WORKMAN5HIP, ETC. �Q' F WA <br /> ,CD \ O 2. CONTRACTOR SHALL REVIEW THE DRAWIN65 THOROUGHLY BEFORE PROCEEDING WITH ANY WORK. ANY h <br /> DISCREPANCIES FOUND WITHIN THESE DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF ROMTEC. <br /> WOOD FILLER WALL-SEE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK HE KNOW5 TO BE IN CONFLICT WITH OTHER WORK, OR 15 NOT cc, <br /> VENT NUMBER OR '4 � <br /> WINDOW NUMBER-SEE APPLICABLE SCHEDULE ��3 <br /> APPLICABLE SCHEDULE APPROVED BY CODE, UNTIL RESOLVED BY ROMTEC OR THE ENGINEER/ARCHITECT. �� ►sTEQ`�`�G��� <br /> DOOR NUMBER-SEE <br /> 3. CONTRACTOR SHALL MAINTAIN GENERAL LIABILITY INSURANCE AND WORKER'S COMP. INSURANCE AS PER SPECIFIC NA1A, <br /> APPLICABLE SCHEDULE STATE MINIMUM REQUIREMENT5. <br /> 1 DETAIL <br /> 10. NAME 4. FOOTING5 SHALL BE CONSTRUCTED ON UNDISTURBED NATIVE SOIL OR ENGINEER APPROVED FILL. CONTRACTOR TO w z <br /> VERIFY ASSUMED 501L BEARING CAPACITY NOTED ON SHEET 62. SHOULD SOIL NOT MEET OR EXCEED THE A55UMW SOIL a o <br /> DETAIL NO.Q 1 DETAIL 'NAME BEARING CAPACITY, CONTRACTOR TO MODIFY SOIL CONDITIONS TO SATISFY CRITERIA OR NOTIFY THE STRUCTURAL wSHEET NO. 1O ENGINEER TO REVISE DESIGN PER CONDITIONS ENCOUNTERED. BACKFILL AROUND BUILDING TO PROVIDE SLOPE AWAY u- I m.-a <br /> _o� <br /> FROM BUILDING NOT LE55 THAN A 2% SLOPE FOR A MINIMUM P15TANCE OF 10' FROM THE BUILDING, PER 2015 IBC E m <br /> o�' a �m <br /> INTERIOR ELEVATION DETAIL GALLOUT DETAIL REFERENCE Q IL N E o x y <o 6 <br /> 1504.3. w a�_o N =m <br /> REFERENCE O C m„_LL m y <br /> Z -w-s-'o <br /> 5. A. CA5T-IN-PLACE CONCRETE: 5000 P51 MINIMUM COMPRESSIVE STRENGTH AT 25 DAYS 4" +/- 1" SLUMP, WITH < <br /> 1 ^ 1 MAX 1" AGGREGATE, AND ALL MATERIALS IN ACCORDANCE WITH ACI 318 STANDARDS. FINE BROOM FINISH INTERIOR QY W v <br /> L L� — — SURFACES AND EXTERIOR SLABS. JOINTS REQUIRED IN FLAT WORK, SEE FOUNDATION DETAILS FOR REQUIREMENTS. w cz z 2- <br /> . w <br /> A2.1 A3.1 B. GMU BLOCKS "MEDIUM WEIGHT DENSITY" ARE MANUFACTURED TO A5TMG90-02 STANDARDS WITH A MIN Q <br /> COMPRESSIVE STRENGTH Fm = 1500 PSI. ALL GMU BLOCKS MUST BE FULLY GROUTED IN 5 FT MAXIMUM LIFTS Z o <br /> ELEVATION VIEW BUILDING SECTION W G U N <br /> (EXCEPTION - HIGH LIFT GROUTING FOR 6-5" ALL5 MAYBE USED AS LONG AS CLEANOUT OPENINGS ARE PROVIDED AT w r w <br /> THE BOTTOM OF EVERY CELL FOR EACH POUR ABOVE 5 FT). THE MORTAR TO BE USED SHALL BE TYPE 5 1500 P51 a <br /> ABBREVIATIONS MORTAR CONFORMING TO ASTM C2-70. MA50NRY (CONCRETE) GROUT: 2500 PSI MINIMUM COMPRESSIVE STRENGTH AT LU T <br /> AB ANCHOR BOLT ND NAPKIN DISPOSAL <br /> 25 DAYS q" +/- 1" SLUMP, WITH MAX 1/2" AGGREGATE, AND TESTED IN ACCORDANCE TO MEET ACI 315. FINE OR COURSE <br /> z <br /> AFF ABOVE FINISHED FLOOR NTS NOT TO SCALE GROUT MAY BE USED IN ACCORDANCE WITH 2O15 IBC. CONSOLIDATE GROUT AT THE TIME OF PLACEMENT. CONSOLIDATE Z 0 <br /> ATs AUTOMATIC TRANSFER SwITGH OC ON CENTER POURS EXCEEDING 12 IN. IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER <br /> BN BOUNDARY NAIL OCEw ON CENTER EACH wAY INITIAL WATER L055 AND SETTLEMENT HAS OCCURRED. CONSOLIDATION AND RECON50LIDATION ARE NORMALLY <br /> BOT BOTTOM os6 ORIENTED STRAND BOARD ACHIEVED WITH A MECHANICAL VIBRATOR. A LOW VELOCITY VIBRATOR WITH A 5/4 IN. HEAD IS USED. Z 7- <br /> BP BREAKER PANEL P IPHOTO EYE <br /> CJ CONTROL JOINT PCC PORTLAND CEMENT COMPANY O <br /> cL CENTER LINE PEN PANEL EDGE NAILING 6. ANCHOR AND MACHINE BOLTS SHALL BE ASTM A307, UNLESS NOTED OTHERWISE BOLTS SHALL BE INSTALLED PER w Q <br /> Co GLEAN OUT PL PLATE TURN-OF-NUT INSTALLATION METHOD REQUIRED TURNS FOR PRE-TEN510NING FROM SNUG-TIGHT, U.N.O. IN THI5 PLAN SET Q <br /> CMU CONCRETE MA50NRY UNIT PSF POUNDS PER SQUARE FOOT OR BY ANCHOR, BOLT OR FASTENER MANUFACTURER. SCREWS AND MACHINE BOLT CALLOUT5 ARE MINIMUM SIZE <br /> db NOMINAL BAR DIAMETER PSI POUNDS PER SQUARE INCH ALLOWED, ACTUAL 51ZE MAY VARY. TS STEEL BEAMS SHALL BE A5TM A500 GRADE B, Fy = 46 k5i. WIDE FLANGE BEAMS z 0 W Z <br /> DID DIAPER DECK PT PRESSURE TREATED SHALL BE A5TM Agg2, Fy = 50 k5i. STEEL PLATES 4 SHAPES SHALL BE A5TM A36, Fy = 36 k5i. CONCRETE REINFORGING <br /> DIA DIAMETER PTD PAPER TOWEL DI5PENSER J v— O N Q <br /> Dlsc DISCONNECT PV PHOTO VOLTAIC STEEL (REBAR): 60 k5i. (GRADE 60). WOOD FRAMING SHALL BE #2 $ BTR DOUGLAS FIR, UNO. °- Q Y F- u1 W <br /> EM ELECTRIC METER R4S ROUGH FOUR SIDES GLU-LAM BEAMS SHALL BE GRADE 24F-V4. w <br /> EN END NAIL READ REQUIRED J Z Z W <br /> Ew EACH wAY Ro ROUGH OPENING -7. QUE5TION5 CONCERNING MATERIALS OR CONSTRUCTION CONTACT ROMTEG TECHNICAL A5515TANCE AT: 541-4q6-3541 N _ <br /> FD FLOOR DRAIN S4S SURFACED FOUR SIDES Q Z W <br /> Lu <br /> FF FINISHED FLOOR SCH SCHEDULE > _Q O <br /> 5. ROMTEG SCOPE SUPPLY AND DESIGN SUBMITTAL (55D5) IDENTIFY SPECIFIC MODEL, MANUFACTURER $ BRAND OF ALL � Z <br /> FG FINISHED GRADE SD SOAP DISPENSER W w <br /> FN FIELD NAIL SIP STRUCTURAL INSULATED PANEL PLUMBING AND ELECTRICAL FIXTURES AND ACCESSORIES. REFER TO THE 55D5 FOR SPECIFIC L15T OF ITEMS SUPPLIED m <br /> FRP FIBERGLA55 REINFORCED PANEL SJ 5AW JOINT BY ROMTEC, ANY ITEMS NOT L15TF-D IN THE 55D5 15 ASSUMED SUPPLIED BY THE INSTALLER. <br /> GB GRAB BAR SM SHEET METAL W W ¢i <br /> GLB GLUE LAMINATED BEAM SN SHEAR NAILING q. THE OWNER / CONTRACTOR MAY EXERCISE DISCRETION IN SELECTING THE FINAL LOCATION FOR NON-DIMENSIONED ~ <br /> HB HOSE BIBB SS STAINLESS STEEL Q� ? W W W F <br /> ACCESSORIES AND FIXTURES (E.G., LIGHTS, COMFORT HEATERS, ETC.) <br /> HD HAND DRYER SST STRUCTURAL STEEL TUBE Q 0 W W w <br /> 4 c a y HM HOLLOw METAL(DOOR) TBD TO BE DETERMINED m <br /> HTR HEATER T&B TOP 4 BOTTOM <br /> HYP HYPOTENUSE T&G TONGUE 4 GROOVE Z z PLAN SET# <br /> E5ROl <br /> I.S. INSTALLER SUPPLIED TLT TOILET 01 DATE: <br /> KSI KIPS PER SQUARE INCH TP TOILET PAPER DISPENSER Q 03/25/2023 <br /> L STRUCTURAL STEEL ANGLE TS TIMER SWITCH Ll REVISIONS <br /> Q GATE: <br /> LAV LAVATORY TSCD TOILET SEAT COVER DISPENSER REV. BY <br /> LF LIGHT FIXTURE TYP TYPICAL m <br /> MBP MAIN BREAKER PANEL UNO JUNLESS,NOTED OTHERWISE I <br /> DRAWN BY: <br /> MD MAIN DISCONNECT vB VAPOR BARRIER NOTE: ARCHITEGT/ENGINEER 15 NOT RESPONSIBLE FOR ANY SITE DE51GN OR RGYGL� ry ~ <br /> �_ <br /> MIN MINIMUM VTR VENT THROUGH ROOF ENGINEERING AND WILL NOT BE HELD ACCOUNTABLE OR LIABLE FOR ANY OO Q CR <br /> MIR MIRROR wH WATER HEATER ISSUES RELATED TO TH15 SITE. IT 15 THE OWNER'S RESPONSIBILITY TO RECYCLE ALL U5ED SHIPPING SHEET No. <br /> MO IMA5ONRY OPENING VWVM WOVEN WIRE MESH MATERIAL5 AND LEFT OVER <br /> MR METAL ROOFING wi wiTH G 1 <br /> ACCURATELY LOCATE THI5 BUILDING, SET FLOOR AND ADJACENT ELEVATIONS, BUILDING MATERIALS <br /> Ms MILD STEEL DETERMINE 51TE IS SUITABLE FOR CONSTRUCTION, VERIFY ALL UTILITIES, ETC. <br /> JOB CREATED:5/1/2023-LAST SAVED BY:Gruport ON 5/1/2023-LAST PRINTED:5/1/2023-LOCATION:0:\Engineering RI\Plan Sets\E5R01-Everett Sidewalk,114A\ESR01-Everett Sidewalk 4001,WA-230501.dwg <br />