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HomeMy WebLinkAboutS130-DIAGRAMS-&-ABBREVIATIONS-Rev.0El ❑ 19191 o IA FE B dTyp E E IJ COMPONENT & CLADDING PRESSURE ROOF PRESSURES 10 SF 50 SF 100 SF CORNER (A) PERIMETER (B) FIELD (C) 61 PSF/i6 PSF 41 PSF/i6 PSF 24 PSF/16 PSF 52 PSF/i6 PSF 34 PSF/i6 PSF 23 PSF/16 PSF 40 PSF/16 PSF 30 PSF/16 PSF 22 PSF/16 PSF WALL PRESSURE EDGE FIELD 35 PSF/26 PSF 28 PSF/26 PSF 29 PSF/23 PSF 25 PSF/23 PSF 27 PSF/22 PSF 24 PSF/22 PSF EDGE DISTANCE a 8 FT NOTES: 1. ALL VALUES LISTED IN ABOVE TABLE ARE ULTIMATE LEVEL WIND PRESSURES. 2. ## PSF/## PSF INDICATES NEGATIVE/POSITIVE PRESSURES 3. JOIST DESIGNER TO ASSUME DEAD LOAD OF 8 PSF RESISTING UPLIFT FORCES. WIND LOADING DIAGRAM N.T.S. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel DATE: 06/07/19 NOTE: REFERTO 1 PROVIDE 1 I/2" - 22 GA. METAL DECK. ATTACH TO SUPPORTS WSW ARCHITECTURAL DRAWINGS PUDDLE WELD IN 36/5 PATTERN, AND AT 6" O.C. AT PERIMETER. FASTEN FOR ATTACHING OF ROOFING Q UNIFORM SNOW LOAD = 17 PSF SIDELAPS w/4-#10 TEK SCREWS PER SPAN. COMPONENTS TO METAL DECK. ®1 UNIFORM SNOW LOAD = 60 PSF ®2 UNIFORM SNOW LOAD = 44 PSF OMETAL ROOF ATTACHMENT DIAGRAM _ ^} SNOW LOAD DIAGRAM NTS N.TTS. STANDARD ABBREVIATIONS ABBREV. MEANING ABBREV. MEANING & AND I.D. INSIDE DIAMETER @ AT I.F. INSIDE FACE # POUNDS (LBS.) IN. INCH A.B. ANCHOR BOLT INSUL. INSULATION A/C AIR CONDITIONING INT. INTERIOR ADD. ADDENDUM JNT. JOINT ADD'L ADDITIONAL JST. JOIST AESS ARCH. EXPOSED STRUCT. STL. K KIP (1000 LB.) AFF ABOVE FINISH FLOOR KSF KIPS PER SQUARE FOOT AHU AIR HANDLING UNIT LAM. LAMINATED ALT. ALTERNATE LBS. POUNDS ARCH. ARCHITECT LDG. LANDING B.L. BRICK LEDGE LGTH. LENGTH BLDG. BUILDING LOC. LOCATION BLKG. BLOCKING LT. UGHT BM. BEAM L.W.C. LW.CONCRETE BOT. BOTTOM MAIL. MATERIAL BRDG. BRIDGING MAX. MAXIMUM BRG. BEARING MECH. MECHANICAL BTWN. BETWEEN MFR. MANUFACTURER C/C CENTER TO CENTER M.O. MASS OPENING C.I.P. CAST IN PLACE MTL. METAL C.J. CONTROL JOINT N/A NOTAPPLICABLE C.J. CONSTRUCTION JOINT N.I.C. NOT IN CONTRACT CHAN. CHANNEL NO. NUMBER(#) CL. CENTERLINE N.T.S. NOT TO SCALE CLG. CEILING O.A. OVERALL CLR. CLEAR O.C. ON CENTER CMU. CONC. MAS. UNIT O.D. OUTSIDE DIA. COL. COLUMN O.F. OUTSIDE FACE CONC. CONCRETE O.F.D. OVERFLOW DRAIN CONN. CONNECTION O.H. OPPOSITE HAND CONS. CONSTRUCTION OPNG. OPENING CONT. CONTINUOUS O.S.B. ORIENTED STRAND BOARD CONTR. CONTRACTOR PAF POWDER ACTUATED FASTENER CTR. CENTER P.C. PRECAST d PENNY PEMB PRE-ENGINEERED MTL. BLDG. DBA DEFORMED BAR ANCHOR PG. PAGE DER DEPRESSION P.L. PROPERTY LINE DIA. DIAMETER(D) PL. PLATE DIAG. DIAGONAL PLBG. PLUMBING DIM. DIMENSION PLWD PLYWOOD DN. DOWN PNL. PANEL DTL. DETAIL PRELIM. PRELIMINARY DWG. DRAWING PSF LBS. PER SO. FT. DWL. DOWEL PSI LBS. PER SQ. IN. EA. EACH P.T. POST TENSION E.F. EACH FACE PTD. PAINTED E.J. EXPANSION JOINT RAD. RADIUS (R) EL. ELEVATION R.C.P. REINF. CONIC. PIPE ELEV. ELEVATOR R.D. ROOF DRAIN EMBED EMBEDMENT (OR EMBEDDED) REINF. REINFORCING(ED) ENG. ENGINEER REQ'Q. REQUIRED ESC. ESCALATOR REV. REVISION EQ. EQUAL FIND. ROUND EQUIP. EQUIPMENT RTU ROOF TOP UNIT E.W. EACH WAY SECT. SECTION EXIST. EXISTING SHT. SHEET EXH. EXHAUST SIM. SIMILAR EXP. EXPANSION SPA. SPACE(S)(ING) EXT. EXTERIOR SPEC. SPECIFICATION F.D. FLOOR DRAIN STD. STANDARD F.F. FINISHED FLOOR STIFF. STIFFENER FIN. FINISH STL. STEEL FK FOOT KIPS STRUCT. STRUCTURE FLR. FLOOR SQ. SQUARE FIND. FOUNDATION SUSP. SUSPENDER FT. FEET T/FTG TOP OF FOOTING FTG. FOOTING T/JST TOP OF JOIST F.V. FIELD VERIFY T/PIER TOP OF PIER GA. GAUGE T/PNL TOP OF PANEL GALV. GALVANIZED T/STL TOP OF STEEL GRDR. GIRDER TAVALL TOP OF WALL GYP. GYPSUM U.N.O. UNLESS NOTED OTHERWISE GYP.BQ. GYPSUM BOARD VERT. VERTICAL HCA HEADED CONCRETE ANCHOR W/ WITH HORIZ. HORIZONTAL WD WOOD H.P. HIGH POINT W.F. WIDE FLANGE H.R. HANDRAILS W/o WITHOUT HT. HEIGHT W.W.F. WELDED WIRE FABRIC H W Z OC cgs W=� J a a Z <LU _ �2~ >�U a Z Ong m W LLQ g w O Mir w Z i g 0 E 2 z O wo as m 0 0 7 i No. PEE686B426 nun• avzcizale Seals ISSUE FOR BID & PERMIT CIO m CD V Z _J W m Q U U Z Y CL L06 J cc: LL1 LU U � J W U IV Q CU +-. WP�j LO OO +� Cz LO � = r No Revision Late Project Number'. 3018082 Date'. 02/26/2019 Shee[Thle and Number'. HART GAUGLER + ASSOCIATES �Calia T�w7543 S130 m.nas afta ul s.wssr.. w.w.x DIAGRAMS &ABBREVIATIONS �wm DJ m'Gm SWR I AGAJ03m 218232