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HomeMy WebLinkAboutS130 - DIAGRAMS & ABBREVIATIONSE LU 7 Z <LU =L O LLI ~ 02= z %WU0 zplix W ELQ W � o t w z n 5 p =o= ' how /ii m �.•E. Nlpe�f., •• �.eEp\SiER(p `: Ne.PE10609426 9fAiE8F y/�nGy" wilIONN1� B Seals 09/0612019 ❑ / ROOF SCREENARLY 0 RELEASE I FBI PACKAGE ❑ j El N cc O ❑ / 6 0 Z LLI J U co o Z 1 c O ❑A ❑B A❑ N C6 Z U O UNIFORM SNOW LOAD = 24 PSF (� CD Cz W c 1© PROVIDE 1I/2'-22GA. METAL DECK. ATTACH TO SUPPORTS w/5/8'- DRIFTINADDITIONTOUNIFORM i C3i G PUDDLE WELD IN 36/5 PATTERN, AND AT 6" O.C. AT PERIMETER. FASTEN SNOW LOAD = 37 PSF (61 PSF TOTAL). y� SIDELAPS wl 6-#10 TEK SCREWS PER SPAN. — L 0 ©- DRIFT IN ADDITION TO UNIFORM a -a U W SNOW LOAD = 21 PSF (45 PSF TOTAL). — 0 2 W N Revisi Dat 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. W T WIND LOADING DIAGRAM ROOF ATTACHMENT DIAGRAM SNOW LOAD DIAGRAM 4 ABBREVIATIONS > H D H Z Project Number: 3018068 Date: 09106-19 Sheet Title and RELEASED FOR CONSTRUCTION Subject to compliance with all regulations YYY HART GAUGUER + ASSOCIATES of State and local Codes nem N. Central 75 wn.lwo mn,r N.CewnlUp"..SaEnghwering eaMO S 130 UeIIm. Team ]5303 City N I.'811na1 9'I3.]3A5111 /9R]395M$ lax w....n.yawl.<am DIAGRAMS & . WEc G. SR 219194 ABBREVIATIONS COMPONENT &CLADDING PRESSURE DATE: ROOF PRESSURES 10 SF 50 SF 100 SF CORNER (A) PERIMETER (B) FIELD (C) 81 PSF/i6 PSF 54 PSF/i6 PSF 32 PSF/i6 PSF 49 PSF/i6 PSF 41 PSF/i6 PSF 31 PSF/i6 PSF 35 PSF/,6 PSF 35 PSFH6 PSF 30 PSF/i6 PSF PARAPET PRESSURE BUILDING EDGE FIELD 100 PSF/54 PSF ,00 PSF/47 PSF 69 PSF/46 PSF 89 PSF/42 PSF SCREEN WALL PRESSURE EDGE FIELD 78 PSF/58 PSF 78 PSF/5, PSF 8, PSF/49 PSF 6, PSF/45 PSF WALL PRESSURE EDGE FIELD 40 PSF/30 PSF 32 PSF/30 PSF 34 PSF/27 PSF 29 PSF/27 PSF 31 PSF/25 PSF 28 PSF/25 PSF EDGE DISTANCE a 7 FT 10/14/19 STANDARD ABBREVIATIONS ABBREV. MEANING ABBREV. MEANING 8 AND H.R. HAND RAILS @ AT HT. HEIGHT # POUNDS (LBS.) I.D. INSIDE DIAMETER A.B. ANCHOR BOLT I.F. INSIDE FACE A/C AIR CONDITIONING IN. INCH ADD. ADDENDUM INSUL. INSULATION ADD'L ADDITIONAL INT. INTERIOR AESS ARCH. EXPOSED STRUCT. STL. JUT. JOINT AFF ABOVE FINISH FLOOR JST. JOIST AHU AIR HANDLING UNIT K KIP (1000 LB.) ALT. ALTERNATE KSF KIPS PER SQUARE FOOT ARCH. ARCHITECT LAM. LAMINATED B.L. BRICK LEDGE LBS. POUNDS BLDG. BUILDING LDG. LANDING BLKG. BLOCKING LGTH. LENGTH BM. BEAM LOC. LOCATION BO BOTTOM OF LT. LIGHT BOC BOTTOM OF CONCRETE L.W.C. L.W.CONCRETE BOO BOTTOM OF DECK MAT'L. MATERIAL BOBBOS BOTTOM OF STEEL MAX. MAXIMUM BOT. BOTTOM MECH. MECHANICAL BOW BOTTOM OF WALL MFR. MANUFACTURER BRDG. BRIDGING M.O. MASS OPENING BRG. BEARING MTL. METAL BTWN. BETWEEN NIA NOT APPLICABLE C/C CENTER TO CENTER N.I.C. NOT IN CONTRACT C.I.P. CAST IN PLACE NO. NUMBER (#) C.J. CONTROL JOINT N.T.S. NOT TO SCALE C.J. CONSTRUCTION JOINT O.A. OVERALL CHAN. CHANNEL O.C. ON CENTER CL. CENTER LINE O.D. OUTSIDE CIA. CLG. CEILING O.F. OUTSIDE FACE CUR. CLEAR O.F.D. OVERFLOW DRAIN CMU. CONC. MAS. UNIT O.H. OPPOSITE HAND COL. COLUMN OPNG. OPENING CONC. CONCRETE O.S.B. ORIENTED STRAND BOARD CONN. CONNECTION PAF POWDER ACTUATED FASTENER CONS. CONSTRUCTION P.C. PRECAST CONT. CONTINUOUS PENIS PRE-ENGINEERED MTL. BLDG. CONTR. CONTRACTOR PG. PAGE CTR. CENTER P.L. PROPERTY LINE tl PENNY PL. PLATE DBA DEFORMED BAR ANCHOR PLBG. PLUMBING DEP. DEPRESSION PLWD PLYWOOD DIA. DIAMETER (D) PNL. PANEL DIAG. DIAGONAL PRELIM. PRELIMINARY DIM. DIMENSION PSF LBS. PER SQ. FT. DN. DOWN PSI LBS. PER SQ. IN. DTL. DETAIL P.T. POST TENSION DWG. DRAWING PTD. PAINTED DWL. DOWEL BAD. RADIUS (R) EA. EACH R.C.P. REINF. CONC. PIPE E.F. EACH FACE R.D. ROOF DRAIN E.J. EXPANSION JOINT REINF. REINFORCING(ED) EL. ELEVATION REQ'D. REQUIRED ELEV. ELEVATOR REV. REVISION EMBED EMBEDMENT (OR EMBEDDED) RND. ROUND ENG. ENGINEER RTU ROOF TOP UNIT ESC. ESCALATOR SECT. SECTION EQ. EQUAL SHT. SHEET EQUIP. EQUIPMENT SIM. SIMILAR E.W. EACH WAY SPA. SPACE(S)(ING) EXIST. EXISTING SPEC. SPECIFICATION EXH. EXHAUST STD. STANDARD EXP. EXPANSION STIFF. STIFFENER EXT. EXTERIOR STL. STEEL F.D. FLOOR DRAIN STRUCT. STRUCTURE F.F. FINISHED FLOOR SQ. SQUARE FIN. FINISH SUSP. SUSPENDER FK FOOT KIPS TO TOP OF FUR. FLOOR TOG TOP OF CONCRETE END. FOUNDATION TOE TOP OF FOOTING FT. FEET TOP TOP OF PIER FTG. FOOTING TOS TOP OF STEEL F.V. FIELD VERIFY TOW TOP OF WALL GA. GAUGE U.N.O. UNLESS NOTED OTHERWISE GALV. GALVANIZED VERT. VERTICAL GRDR. GIRDER w/ WITH GYP. GYPSUM WO WOOD GVP.BD. GYPSUM BOARD W.F. WIDE FLANGE HCA HEADED CONCRETE ANCHOR w/o WITHOUT HORIZ. HORIZONTAL W.W.F. WELDED WIRE FABRIC H.P. HIGH POINT