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HomeMy WebLinkAboutPlans0 12&'-0" OUT TO OUT OP STEEL 1 1/2" 211-0" 211-0" 21'-0" -21' 0" - 10'-0" 5'-&" 10'-o" 51-&" r_ 0 cp 211-0" -71 21'-0" (L:9 9 w w 1- (I) LL 0 0 0 1 130 0 -9 9 4) A B B B B A 43 F 0 0 F 0 -1- D D D _ 9 r- 9 \?. _ ROOF CANOPY LINE (ASOVE) 1 1/2" GENERAL NOTES: CO THE ANCHOR BOLT DETAILS SHOWN ON THIS DRAWING LOCATE TI -IE ANCHOR BOLTS IN REFERENCE TO BOTH THE BUILDING STEEL LINE AND THE OUTSIDE OF RIGID'S SUGGESTED PANEL RECESS OF 1-1/2". THE ANCHOR BOLT SETTING PLAN LOCATES ANCHOR BOLTS IN REFERENCE TO THE OUTSIDE OF THE PANEL RECESS SHOWN. IF THE ACTUAL PANEL RECESS IS DIFFERENT FROM WHAT IS SHOWN ON THE ANCHOR BOLT SETTING PLAN, THEN ALL REFERENCE DIMENSIONS FROM THE OUTSIDE OF THE PANEL RECESS MUST BE DETERMINED BY THE CUSTOMER. © BOTTOM OF ALL BASE PLATES ARE AT THE SAME ELEVATION. (UNLESS NOTED) 10'-�" 51-6" 101-0" 51-&" COLUMN LAYOUT PLAN NOTES: 1. FIELD LOCATE (4)- 3'XT FRAMED OPENINGS FOR LIJALKDOOR 2. FIELD LOCATE (3)- 6'Xi FRAMED OPENINGS FOR UJALK DOOR 3. FIELD LOCATE (1)- 4Y1' FRAMED OPENINGS FOR LUALKDOOR ANCHOR BOLTS :BY OT ERS H+ DL+LL ALL 1--1-ACTI0N H+ S IN DL+WL KI H+ ONLY ANCHOR BOLTS SETTING PLAN ISSUED & STAMPED "FOR CONSTRUCTION" SHALL BE USED IN SETTING ANCHOR BOLTS. 'RIGID BUILDING SYSTEVS' SHALL NOT BE RESPONSIBLE FOR ERROR OR DISCREPANCY IF THE DRAWING USED IS NOT VALID FOR CONSTRUCTION. SY \ABOL DIA. QTY. PROJ 1/2" 1" 0 5/8" 16 2" 3/4" 74 2 1/2" 7/8" 2 3/4" +$, 1" 3" 1 1/8" 3 1/7" 1 1/2" 3 1/2" ISSUE REV. DESCRIPTION DATE 0/F) CONSTRUCTION/PERMIT 02-08-01 LTC!' 4HEL:r RECTI.)\ CE E'S T J t)1.4 1,12 OPENING WIDTH 3/4 21/2 4 - E0.3" DIA. EXPANSION EOLTS (E3I OTHERS) (FIELD LOCATE) STEEL LINE 1545E 0i--44N1.2.‘R41'.1F-T L 1 7 FINISH FLOOR / • //// LJJ— U , 111 ---1 / C) / / 111 0 IMPORTANT NOTES: NOTO-4 AEA INDICT: -.7S 1 1/2" INC ET 11/2" 1NC4-1 RECESS FOR METAL 1.1)4,L1_ TI --4E SHEETS 51--10LILD NOT TOLiC1--1 TE BOTTOM OF TE NIOTC1-4, UJ1-4101-1 WOULD VOID TE UJ.4R1R4NT'll / C4) Ok A BUILDING SYSTEMS 18933 Aldine Westfield Houston, T'. 77073 Phone : (281) 44.3-9065 Fax : (281) 443-9064 1 1/2" (MIN) TEL 4 2 3 Fl IS OOR / / / / / / / '/ / // / 0110N RAMP RE 'D .) 11 5 11 SEL CN 3 !1O \\.1 "0" FEB0 8 200i • r7‘ 'I 141 1 • SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. DESCRIPTION: ANCHOR BOLT PLAN CUSTOMER: LOCATION: ARCO._ FURNITURE & CABINETR GLENWOOD SPRING, COLORADO ARCHITECTURAL FURNITURE DRAWING BY RLM JOB #20720-1744 DATE 2/6/01 CHECK BY DATE LTC SCALE N.T.S. DRAWING # ISSUE F1 OF 3 0/P !BALCONY DECKING 4 JOISTS NOT BY RBS 4'- 0 1261-0" OUT TO OUT OF STEEL 251-0" 9 201-8" 211-0" 211-0" 211-0" 211-0" 41-0" BALCONY DECKING 4 JOISTS NOT BY RES Cu —4— 136 B6 9 o 9 r- Cu 51 15& JI (TYP.) iQ JI JI JI JI JI (TYP) (TYP.) (TYP.) (TYP) (TYP.) 136 Cu— E3& 9 CA Cu- Cu Cu E4) Co tf- CO Cu N N 4x4x16Ga. EDGE ANGLE WALL SYSTEM • Cu BEAM ------ 4 II 4'-0" EL.+141-3 7 TOP OF CARPET / JOIST JOIST TO BEA 1 CONN. N COLUMN Np MEZZANINE FRAMING PLAN NOTES: 1. JOISTS SHALL BE FIELD WELDED TO BEAMS OR SEAT PLATES UNLESS NOTED AS BOLTED. FOR BOLTED JOISTS, USE 1/2 x 1-1/4 A-307 BOLT. 2. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED THERETO. HORIZONTAL OR DIAGONAL BRIDGING SHALL BE ATTACHED TO JOISTS BY MEANS OF WELDING OR MECHANICAL MEANS. EL.+14'-3 TOP OF CARPET COLUMN JOIST END JOIST TO COLUMN WEB CONN. BEAM EL.+I4'-3 7 TOP OF CARPET N MEZZ. BEAM REFER TABLE BELOUJ COLUMN TO R.F. COLUMN P\ (\ Cu I56 41-0" 9 _ 9 END PLATE 9 Np EL.+I4'-3 TOP OF CARPET N MEZZ. BEAM REFER TABLE BELOW MEZZ. COLUMN BEAM TO MEZZ. COLUMN CONNECTION ISSUE REV. DESCRIPTION DATE F FE FR1-1 I T 02-09 17 BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx_ 77073 Phone : (281) 443-9065 Fax : (281) 443-9064 JOIST BEAM/COL.Ui\M SCHEDUL.E END PLATE 1 MARK SIZE CONNECTION FLANGE WEB A325 BOLTS B1 W8x10 — '--z- - THk" P • . , , - .– (2)[34"DIAX B2 W12x14 2'8' THK. (3'234"DlAx B3 W8x10 --7:..,- THK. t,?DIAx B4 W21x50 .--, THK. (6)'"DIAx B5 W8x10 — U)" THK. (4) -DIAx B6 W8x10 — I" THK 2 ' - (4)34"DIA.x J1 10x212C14 — , „ -'8 THK. (3)-12"DIAx114MB Cl 8%"DIA x 0.188 PIPE 1" THK. B.PLATE WITH (2)—"DIA A.BOLTS FEB 0 8 2001 --,...--, 1---- ,. —,.7..n \;,'-\ ..lY c7.7727:::,\ 7-,:':,,, 1,- ). ' 1.;::.,, lj u, D L 0. AA ,4 c.... \1 11' ; - • 'i,4 1 ) SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THF —• -'-0 Ef .1 ...1.47',P .. • • ,- • 1 i'a i(r.•''':,',) ")e, DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. DESCRIPTION: MEZZANINE FRAMING PLAN CUSTOv1ER: ARCH'L FURNITURE & CABINETRY LOCATION: GLENWOOD SPRING, COLORADO ARCHITECTURAL FURNITURE DRAWING BY RLM DATE 2/6/01 CHECK BY DATE JOB #20720— 1 744 SCALE N.T.S. DRAWING # E4 OF ISSUE SCULPTURED EAVE GUTTER v BALCONY FIELD CUT PANEL BALCONY LOCATION (TYP.) 21'-0" 211_011 HEAD TRIM m � 10'-0" HEAD TRIM CU Q � 5'42" 5I_/_II 10' _011 MEZZANINE 21'-0" 21'-0'I 21.0" 21'-0" 12('-0" OUT TO OUT OF STEEL SCULPTURED EAVE GUTTER SIDEWALL SHEETING ELEVATION © LINE -A #2& GA. TYPE -AW PANEL 36" WIDE SPECTRALITE 2000 DESERT SAND ,TRIMS, GUTTERS 4 DOWSPOUTS 2& GA. FERN GREEN COLOR BALCONY Q 9 0 0 0 0 BALCONY HEAD II 211.0" 211-0" 21'_011 TRIM I0'-011 MEZZ ANINE HEAD iT 51_&" 5,_&" TRIM 101-0" BALCONY 211-0" 211-0" 21'-0" 126'-0" OUT TO OUT OF STEEL SIDEWALL SHEETING ELEVATION @ LIQ\ E -E ,2& GA. TYPE -AW PANEL 3&" WIDE SPECTRALITE 2000 DESERT SAND TRIMS, GUTTERS 4 DOWSPOUTS 2& GA. FERN GREEN COLOR STEEL LIN FILLER TRIM\ (CT -02) STITCH SCREWS AT 20" ON CENTER "A" PANEL FILLER TRIM-' (CT -02) 6" MIN. CORNER TRIM (CT -01R) OUTSIDE CORNER DETAIL "4" PANEL ISSUE POP RIVET DOWNSPOUT (DS -0I ) DOUNSU STRAP (DT-PO0T "R" PANEL "R" "M" PANEL WALL POP RIVET - DOWNSPOUT (DS -0I ) /� DOLINSPOUT / STRAP (DI -OI) / "A" PANEL-' "A" PANEL !UALL DOU.NSPOU T STR4- AT" ACHMENT DOWNSPOUT STRAPN (DT -0I) N POP RIVET SPLICE (IF REQ'D.) DOUJNSPOUT (DS -0I ) (10) POP RIVETS PER LAP LAP 3" (TYP) / WITH CAULK 1 / / GUTTER (EG -01 ) FIELD BEND GUTTER TABS INTO DOUaNSPOUT POP RIVET �---- DOWNSPOUT (DS -0I ) DOWNSPOUT TO GUTTER DETAIL GUTTER FIELD CUT GUTTER WITH "X" PATTERN FIELD CUT AND BEND /WALL PANEL BASE ANGLE SECTION "A" POINT OF EACH PIECE GUTTER OVERFLOUJ RELIEF FINISHED FLOOR DOWNSPOUT DETAIL AT SHEETED WALL D.S. STRAP QUANTITY EAVE HEIGHT QUANTITY I0'-0 2 12'-0 2 14'-0 2 16'-0 2 20'-0 2 25'-0 3 12" 12" 12" Sheeting Direction EMBER SCBE U LOCATION DETAIL "A' (ALL MEMBERS REV. DESCRIPTION DETAIL" A" DATE FE1 MIT STITCH SCREWS (2) SCREWS BETWEEN BASE MEMBER AND 1I-4" GIRT. (1) SCREW BETWEEN ALL OTHER MEMBERS. 114 11 BAN u�A BUILDING SYSTEMS 18933 Aldine Westfield Houston, Tx. 77073 Phone : (281) 443-9065 Fax : (281) 443-9064 FEB 0 8 2001 SEALING OF THIS DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DESIGN OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. DESCRIPTION: SIDEWALL SHEETING CUSTOMER: ARCH'L FURNITURE & CABINETRY LOCATION: GLENWOOD SPRING, COLORADO ARCHITECTURAL FURNITURE DRAWING BYDATE CHECK BY RLM 2/6/01 JOB #20720-1744 SCALE DATE N.T.S. DRAWING E6 OF ISSUE SPLICE BOLTS Splice Mark Sp- 1 Top Of Plate Qnt Typ Dia Len 6 4325 1.000 2.50 Bottom Of Plate Qnt Typ Dia Len 2 4325 1.000 2.50 Sp- 2 4 4325 0.515 2.25 4 4325 0.515 2.25 FLANGE BRACES: CES: Both 5ides(U,N.) FBxxA(I): xx=length(in), (1)=one side 4 - L2x2x14 35`-0a" 20'-/ " /RIDGE MEMBER SIZE TABLE (in) WEB DEPTH 36.0/I6.0 WEB PLATE THICK 0.155 0.250 0.250 LENGTH 119.4 11 3.3 OUTSIDE FLANGE WxTxLEN 8 x 1/4" x 291.2 8 x 1/4" x 43.0 FLANGE W x T x LEN S x 5/16" x 120.2 8 x 3/6" x 1365 135.6. 6 x 1/4" '35.0 16.0/24.0 0.155 8 1/4" 3'-0 11/16" 62'-6 3/16" 351-0" Clearance 3'-0 11/16" 8 I/4" 35'-0" 10'-0" OUT -TO -OUT OF STEEL C1 FRAME CROSS SECTION FOR FRAME LINES -2 TO 6 ISSUE F REV. DESCRIPTION R1"1 I T DATE BUILDING SYSTEMS 18933 Aldine Westfield Hoi..1 t, n, T`-'. 77073 Phone : (28-1) 443-9065 Fax : (281) 443-9064 cP 6x3/5" x131.0 240.0 6 x 5/16" x 240.0 6 x 1/4" x 239.1 rE13 0 8- Igni SEALING OF THIS- DRAWING DOES NOT IMPLY OR CONSTITUTE THAT RIGID BUILDINGS ENGINEER IS THE ENGINEER OF RECORD OR THE DESIGN PROFESSIONAL FOR THIS PROJECT. ONLY THE DE: -N OF THE METAL BUILDING SYSTEM AS FURNISHED BY RIGID IS INCLUDED. FOUNDATION ANALYSIS, ELECTRICAL, AND MECHANICAL SYSTEMS, AND/OR OTHER PARTS SUPPLIED BY ANYONE OTHER THAN RIGID ARE SPECIFICALLY EXCLUDED. NO INSPECTION OR SUPERVISION IS IMPLIED. DESCRIPTION : RIGID FRAME ELEVATION CUSTOMER: ARCH'L FURNITURE (Sc CABINETRY LOCATION: GLENWOOD SPRING, COLORADO ARCHITECTURAL FURNITURE DRAWING BY RLQ JOB # 20720-1744 DATE CHECK BY 2%6/01 SCALE DRAWING 5,/16=12 DATE 9 OF ISSUE