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HomeMy WebLinkAbout0720.95.4MEP Symbol Key PHONE JACK (LOCATE PER OWNED ©v TELEVISION JACK (LOCATE PER OWNER) ND +- HOSE BIB CONVENIENCE OUTLET SPLIT CIRCUIT OUTLET 220 -230 VOLT OUTLET ® FLOOR OUTLET 0 JUNCTION BOX -604- WALL SWITCH D -69• WALL SWITCH W/ DIMMER cK CERAMIC KEYLESS FIXTURE 0 too SURFACE MTD. FIXTURE 4X�p RECESSED CAN FIXTURE I WALL MTD. FIXTURE POST LAMP - - -� FANLIGHT FIXTURE 0>.41 .4 a TWO HEAD FLOOD FIXTURE S SPOT FIXTURE ® "PIN" -SPOT FIXTURE - - -� FLUOR. FIXTURE 0 too 4X�p SMOKE DETECTOR 4 EXHAUST FAN CEILING FAN - - -� 24" UNDERCOUNTER FLUOR FD(TURE SIDE WALL STEP LIGHT MO ELECTRIC METER / SERVICE ENTRANCE CI DISTRIBUTION PANEL Wall Key 6" CONC. &LOCK WbLL T 1o' 40NC.. &LOCK WALL 7= 6 %6' C. M. U, LINTEL 7=, �'xl�'' 6LOCK plEp� _==r=: F00- TIN6/WALL STEP W/ 6P, ADE(VENIFI -••- TI�UIS Jell SPA N .,},.- �00TIN6 PNAINS TO DAY L1414T .3a__ LAIA.bEAM W/ STEEL ?OJT (JTL.DEAM ALT.) S "FOUNLD MNC. USMT. WALL 2l(4' JTUD WALL ibb74� JOUND INJ"ULAT10N 2�G' .STUD WALL Ex1. WALL W/ MCII, :X LAM. bEAM (SOLID END 15N6.) i GENERAL NOTES 1. ALL CONTRACTORS ARE TO VERIFY ALL DIMENSIONS PER THEIR WORK. 2. ALL CONTRACTORS ARE TO CLEAN UP JOB SITE .PER THEIR WORK. 3. ALL CONTRACTORS ARE TO VERIFY ALL APPLICABLE LOCAL CODES OR ORDINANCES PER THEIR WORK. 4. NOTIFY ARCHITECT OF ANY CHANGES REQUIRED PER THESE GENERAL NOTES. 5. ARCHITECT SHALL APPROVE ALL SHOP DRAWINGS REQUIRED OF THIS PROJECT. 6. ALL INITMOR FINISHES AND MATERIALS SELECTED BY OWNER AND BUILDER. 7. ALL ELECTRICAL AND HVAC LOCATIONS BY OWNER AND BUILDER, IF M.E.P. SHEETS ARE NOT PROVIDED. 8. WINDOW SELECTION BY OWNER AND BUILDER 9. PROVIDE SMOKE DETECTORS AND FIRE EXTINGUISHERS AS REQUIRED BY STATE AND LOCAL CODES. EARTHWORK NOTES 1. ALL FILL BROUGHT TO THE BUILDING SITE SHALL ACHIEVE 95% COMPACTION. 2. INDIVIDUAL LOT'C6NDITIONS WILL DETERMINE FINAL GRADES. SLOPE ALL EARTH AWAY FROM BUILDING. 3. COORDINATE BRICK LEDGE AND TOP OF POURED BASEMT. WALL WITH FINAL GRADE AND WALL SECTION. FLOOR FRAMING NOTES 1. CONTRACTOR TO PROVIDE CROSS BRIDGING, AT MIDSPAN OF ALL 2"X. FLOOR JOISTS. 2. FLOOR TRUSSES AND LAMINATED BEAMS TO BE SIZED AND CERTIFIED BY THE MANUFACTURER CONTRACTOR TO VERIFY INSTALLATION PROCEDURES AND BRIDGING REQUIREMENTS. VERIFY HEAD CLEARANCES. 3. STEEL COLUMNS, IF USED, ARE TO BE SIZED AND CERTIFIED BY THE MANUFACTURER, INCLUDING BASE PLATE AND ANCHOR BOLTS, AS WELL AS LAMINATED BEAM SADDLES. VERIFY BEAM SIZES WI7TI THE CONTRACTOR - 4. FLOOR LOADS TO BE CALCULATED PER LOCAL CODE. 5. VERIFY JOIST HANGER REQUIREMENTS WITH THE SUPPLIER, IF USED. ROOF FRAMING NOTES 1. ROOF TRUSSES, IF USED, TO BE SIZED AND CERTIFIED BY THE MANUFACTURER. CONTRACTOR TO VERIFY INSTALLATION PROCEDURES AND BRIDGING REQUIREMENTS. 2. ALL ROOF TRUSSES TO BE EQUIPPED WITI1 "SIMPSON H -2.5" HURRI -CANE CLIPS. 3. ROOF DECK TO BE 7/16" TONGUE AND GROOVED INNER -SEAL OSB, OR EQUAL, NAILED TO TRUSSES OR RAFTERS. 1 Ziz! W D . 1fi IS 6 P, . 10.`X1.Tht,&D 2", 12`..ITAIK JTNIN6EK Stair Detail NO IGALE Wall Section Key 1. SHINGLES OVER 30# FELT 2. 3/4" PLYWD., OR 7/16" OSB ROOF OR FLOOR DECK 3. 2 "x 8" ROOF RAFTERS @ 16" O.C. 4. ALUM. GUTTER 5. DBL TOP PL 6. 1/2" DRYWALL 7. 2 "x 8" NAILER W/ 1"x 8" GUTTER TRIM 8. 2 1'x 2" SOFFIT FRAME 9. 2" CONT. SOFFIT VENT IN 1/4" CEDAR SOFFIT 10. 1"x 10" FRIEZE TRIM, W/ 4.25 CROWN 11. 2 "x 4" STUDS ® 16" O.C. 12 1/2" 00 SHEATHING (EXPOSURE *1) - 13. TRUSS JOIST. (SIZING PER SUPPLIER 14. 2 "x 4" PRES. TRTD. TOP PL. W/ 1/2" ANCHOR BOLTS ® 48" O.C. 15 BRICK VENEER W/ WEEP HOLES ® 48" O.C. J 's 16. BRICK SOLDIER COURSE 17. 4" PERT. PVC. PERIIIIETER DRAINS W/ GRAVEL BACKFILL 18. 8 "x 18" CONT. CONC. FIG. W/ 245 REBAR 19. 8" POURED CONC. BASEMT. WALL W/ WATERPROOFING 20.4" CONC..SLAB W/ GRAVEL FILL OVER V. B. 22. R -30 BLOWN INSULATION 23. 2 "x 4" STUDS W/ R -13 INSULATION ® 24" O.C. (ALL FINISHED AREAS) 24. 2 "x 4" TRIM FRAMING 25. 2 "x CEELING-JOISTS 26. BRICK COURSE EXPRESSED '1/2" 27.2" RIGID INSULATION BELOW GRADE. 28. REBAR- SIZING BY CONC. WALL DESIGNER/SUPPLIER NOTE: STEP ITEMS 18 AND ,19 W/ GRADE. STUD KNEE WALL, AS REQUIRED, FROM TOP OF WALL TO FLOOR BEARING. - il 141/4 102'/4 4 0 ! 0 �. N 2 O INE i LIM •c a. 0„ 6~ I2/' 24" Wall, Section. 41 h J � m a N � � a 0 � r V A Lo r- a N P uj pc C O O L 0 C .CY) .E E M Cn A -4 0 too to O •r1 a .r1 � . 0>.41 .4 a •r1 r•-I 0 41 m .J.aa0> 01 0 7 O H to 41 0 v' o° w to 0 a .r1 0 0.9 H41 __� to U U w m s., a N � too a U 04 no >.a .0 toM9: V w 41 c% 0Idw •° m rt to 0 imam" >�:3a 'd 4 am - U -r1 in N • •r41 V b 0 m 0 o U 41 m A r- -14 CO I4 m I N O m w 41 N 8� a .4 Sao W Hb+1 E 1 010 m ° r- 41 a o cn .-+ $4 U •rl +J (f) O Id (d 0- a w +.) m +1 4J a r-1 m .- I.000ba Id0U.400 u $4 U 5t 41 .a (D004d0 01 4.) *J W­4 to bla PC m w >.mcc a► a-+ O r-1 A .� aw a OmaaV 41 s Id�41 a O .-.1 to .a •14 AA b a 1AN SHEET A -4