6. BUILDER / CONTRACTOR RESPONSIBILITIES

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Kimberly Atkinson
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2 CUSTOMER INORMTION CUSTOMER NME: DDRESS: PROJECT NME: PROJECT LOCTION: GENERL NOTES. MTERILS 2. DESIGN 5. STRUCTURL PRIMER HNGR STRUCTURL STEEL PLTE LNGE MTERIL COLD ORMED LIGHT GUGE SHPES STRUCTURL CBLES HOT ROLLED MILL SHPE HOLLOW STRUCTURL SECTIONS PBR36 RO ND WLL PNELS STNDING SEM RO BOLTS BOLTS 3. HIGH STRENGTH BOLT CONNECTIONS: BOLT TIGHTENING REQUIREMENTS STM DESIGNTION 529 OR 572 OR 0SS 529 0SS OR OR GRDE 5. LL STRUCTURL STEEL SECTIONS ND WELDED PLTE MEMBER RE DESIGNED IN CCORDNCE WITH THE ISC "SPECIICTIONS OR THE DESIGN, BRICTING ND ERECTION STRUCTURL STEEL BUILDING". LLOWBLE STRESS DESIGN LTEST EDITION. B. LL COLD ORMED MEMBERS RE DESIGNED IN CCORDNCE WITH ISI "SPECIICTIONS OR DESIGN COLD ORMED STEEL STRUCTURL MEMBERS" LTEST EDITION. C. LL WELDING STRUCTURL STEEL IS BSED ON WSD. "STRUCTURL WELDING CODE" LTEST EDITION. LL HIGH STRENGTH BOLTED CONNECTIONS RE SUBJECT TO XIL TENSION ND OR SLIP CRITICL. S SUCH THE BOLTS MUST BE ULLY PRE-TENSIONED ND INSPECTED IN CCORDNCE WITH THE LTEST EDITION THE ISC SPECIICTION OR STRUCTURL JOINTS USING STM 325 BOLTS ND THE PPLICBLE BUILDING CODE. WSHERS RE NOT REQUIRED WHEN THE "TURN THE NUT" TIGHTENING PROCEDURE IS USED. IT IS THE RESPONSIBILITY THE CONTRCTOR TO ENSURE PROPER BOLT TIGHTNESS. LL STRUCTURL MEMBERS WILL BE GIVEN ONE COT MNUCTURER'S STNDRD RUST-INHIBITIVE PRIMER MEETING THE PERORMNCE REQUIREMENTS TT-P THIS IS NOT INISH COT ND IS NOT INTENDED OR PROLONGED EXPOSURE TO THE ELEMENTS. REERENCE ISC , CODE STNDRD PRCTICE SECTION GRDE 55 GRDE 55 GRDE 55 GRDE EHS GRDE 50 GRDE B GRDE 80 GRDE GRDE 5 LL HIGH STRENGTH BOLTS RE TYPE STM 325 ND RE TO BE INSTLLED CCORDING TO THE "SNUG-TIGHT" CONDITIONS S DEINED BY THE, RCSC SPECIICTION OR STRUCTURL JOINTS USING 325 OR 490 BOLTS, 2004 EDITION - SECTION 6., UNLESS NOTED OTHERWISE. LSO, NOTE THT BOLTS IN STNDRD HOLES DO NOT REQUIRE WSHERS PER THE, RCSC SPECIICTION OR STRUCTURL JOINTS USING 325 OR 490 BOLTS, SECTION 6 (REERENCE STEEL CONSTRUCTION ISC MNUL - THIRTEENTH EDITION) 6. BUILDER / CONTRCTOR RESPONSIBILITIES STNDRD PRODUCT SPECIICTIONS PPLY ND DESIGN, BRICTION, QULITY CONTROL STNDRDS ND TOLERNCE WILL GOVERN. IN CSE DISCREPNCIES BETWEEN 'S PLNS ND PLNS OR OTHER TRDES R & M STEEL PLNS SHLL GOVERN. (SECTION 3.3 ISC CODE STNDRD PRCTICES, LTEST EDITION) IT IS THE RESPONSIBILITY THE BUILDER / CONTRCTOR TO OBTIN PPROPRITE PPROVLS ND NECESSRY PERMITS ROM CITY, COUNTY, STTE OR EDERL GENCIES S REQUIRED. PPROVL 'S DRWINGS CONSTITUTES THE BUILDER / CONTRCTOR'S CCEPTNCE R & M STEEL COMPNY'S INTERPRETTION THE PURCHSE ORDER. (SECTION 4.2. ISC CODE STNDRD PRCTICES, LTEST EDITION) THE BUILDER / CONTRCTOR OR /E IRM IS RESPONSIBLE OR THE OVERLL PROJECT. LL INTERCE ND COMPTIBILITY CONCERNING NY MTERIL NOT URNISHED BY R & M STEEL COMPNY RE TO BE CONSIDERED ND COORDINTED BY THE BUILDER / CONTRCTOR OR /E IRM UNLESS SPECIIC DESIGN CRITERI CONCERNING THIS INTERCE BETWEEN MTERILS IS URNISHED S PRT THE PURCHSE ORDER. R & M STEEL COMPNY SSUMPTIONS WILL GOVERN. THE BUILDER / CONTRCTORS RESPONSIBLE OR SETTING NCHOR BOLTS ND ERECTION STEEL BUILDING COMPONENTS IN CCORDNCE WITH 'S BUILDING "OR CONSTRUCTION" DRWINGS. TEMPORRY SUPPORTS OR BRCING REQUIRED OR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY THE ERECTOR TO DETERMINE, URNISH ND INSTLL. (SECTION 7.9. ISC CODE STNDRD PRCTICES, LTEST EDITION) THE DESIGN THE NCHOR BOLT EMBEDDMENT LENGTH IS THE RESPONSIBILITY THE OUNDTION DESIGN ENGINEER. THE LENGTH PROVIDED BY R & M STEEL IS N ESTIMTED LENGTH ND SHOULD BE DJUSTED CCORDING TO THE OUNDTION DESIGN. BUILDING LODS / DESCRIPTION: WIDTH: 50 LENGTH: 60 HEIGHT: 8 / 8 RO PITCH:.0:2 /.0:2 THIS STRUCTURE IS DESIGNED UTILIZING THE LODS INDICTED ND PPLIED S REQUIRED BY : IBC 2 THE CONTRCTOR / BUILDER IS TO CONIRM THT THESE LODS COMPLY WITH THE REQUIREMENTS THE LOCL BUILDING DEPRTMENT. RO DED LOD: 2.28 PS (RO PNELS & PURLINS) COLLTERL LOD: RO LIVE LOD: GROUND SNOW LOD: (Pg) RO SNOW LOD: (Pf) BSIC WIND SPEED: SEISMIC COEICIENT: IMPORTNCE CTORS: SNOW LOD: SEISMIC: RO PNELS: COLOR: WLL PNELS: COLOR: TRIM COLORS: GBLE: EVE: CORNER: DOOR & WINDOW: GUTTER: DOWNSPOUTS: BSE (OPTIONL): JMB/HED: SIT PNEL: LINER PNEL: Sandstone Beige Sandstone Beige Brown Brown Brown Brown Brown Brown WIND LOD:.00 GBLE EXT: EVE EXT: CNOPY: LET : RIGHT: RONT: BCK : RO : PS PS PS PS MPH ERTHQUKE DESIGN DT: INPUT: Occupancy Category: Seismic Importance actor: Mapped Response (Short), Ss: Mapped Response ( sec.), S: Site Class: RESULT: Seismic Design Category, SDC: Basic Seismic-orce-Resisting Systems: nalysis Procedure Used: ORCE: Site Coeff (Short), a: Site Coeff ( sec.), v: Max. Design Response (Short), Sms: Max. Design Response ( sec.), Sm: Design Response (Short), Sds: Design Response ( sec.), Sd: pprox. Period (Moment), Ta: pprox. Period (Brace), Ta: Rigid rame Deflection Limit (Seis): Wind Bent Deflection Limit (Seis): DES_CLC: Seismic orces: Roof Bracing: R = Rho =.3000 Cs = 0.8 Sidewall Bracing: R = Omega = Cs = 0.8 Total Base Shear: Longitudinal orce, V = Transverse orce, V = Pf = 0.7 Ce Ct I Pg Ce = Ct = I = Pg = PS Pf = 30.0 PS UNBLNCED LOD = Endwall Bracing: R = Omega = Cs = 0.8 Rigid rames: R = Rho =.3000 Cs = (k) 3.6 (k) II - Normal D D OCB, OM Equivalent Lateral ax PS End Plates, rame: R = Omega =

3 Pf = 0.7 Ce Ct I Pg Ce = Ct = I = Pg = PS Pf = 30.0 PS UNBLNCED LOD = 40.5 PS DTE: 2/ 5/ ax

4 Dia= 3/ EW 6" Dia= 3/ 50'-0" OUT-TO-OUT STEEL E B 2'-3" 45'-6" 2'-3" /2" /2" /2" /2" /2" 4 60'-0" OUT-TO-OUT STEEL 3" '-0" 20'-0" 20'-0" " '-" 3'-0" 5'-0" /2" /2" '-2" 47'- '-2" (Hold This Dimension) D E E D E E /2" /2" " 9'-" BI-OLD DOOR BI-OLD DOOR SEL EXTEND CONCRETE 2" OUTSIDE BUILDING. SLOPE / PER OOT MINIMUM OR DRINGE TO SSURE PROPER DOOR SEL EXTEND CONCRETE DDITIONL 2" PST OUT CONCRETE GRID /2" /2" 2" BI-OLD DOOR DETIL /2" /2" STEEL LINE OUT CONCRETE LINE X-Bracing X-Bracing /2" /2" /2" /2" /2" B C C B /2" X-Bracing 2" 2" 2" 2" 2" 2" 2" 2" 4'- 20'-0" 4'- D C GRDE OUT CONCRETE OUT STEEL 0'-2" PROJECTION MIN. NCHOR BOLT CONCRETE DETIL HOOK BR OR TIE ROD (S REQ'D) DETIL 8 /2" Dia= 3/ DETIL 8 /2" " D See Plan E /2" /2" 6" /2" /2" 2" 2" SW SW See Plan /2" /2" EW /2" 6 / DETIL Dia= 3/ SW 3" 6" 6 /2" 2" 2" DETIL B Dia= 3/ 6 /2" 3" DETIL C 3" 2 /2" EW 2 /2" EW 2" 2" See Plan RME LINE DIMENSIONS 20'-0" 20'-0" 20'-0" NCHOR BOLT PLN NOTE: ll Base 00'-0" (U.N.) ax CJH

5 SPLICE PLTE & BOLT TBLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP " /2" 2'-6 3/6" SP " /2" 2'-6 /6" LNGE BRCES: Both Sides(U.N.) BxxD() D - L2x2x4 RCP MEMBER TBLE Mark Web Depth Web Plate Outside lange Inside lange Start/End Thick Length W x Thk x Length W x Thk x Length R-, R-4 8.0/ x / x x / x x / x 3.5 R / x / x x / x / x / x 70.4 R / x / x x / x / x / x 96.7 " 2 26 Ga. PBR, Sandstone Beige 25'-5" 8 /6" 4'-9 3/6" '-0" B6D() B2D() B3D() B5D() B8D() 25'-5" 8 /6" '-0" 4'-9 3/6" B8D() B5D() B3D() B2D() B6D() " 2 8'-0" 3'- 4'-0" 5'- 5'-0" B4D() B7D() R- SP- 5'-6 / Clearance +/- R-2 SP-2 7'-4 /2" Clearance +/- R-3 5'-6 / Clearance +/- SP- R-4 B4D() B7D() 3'- 4'-0" 5'- 5'-0" 8'-0" 44'-4 3/6" 2'- 7/ Clearance +/- 2'- 7/ 50'-0" OUT-TO-OUT STEEL RIGID RME ELEVTION: RME LINE ax

6 SPLICE PLTE & BOLT TBLE Qty Mark Top Bot Int Type Dia Length Width Thick Length SP " /2" 2'-6 3/6" SP " /2" 2'-6 /6" MEMBER TBLE Mark Web Depth Web Plate Outside lange Start/End Thick Length W x Thk x Length R2-8.0/ x / x x / x 3.5 R / / Inside lange W x Thk x Length 6 x / x x / x x / x x / x 70.4 LNGE BRCES: Both Sides(U.N.) BxxD() D - L2x2x4 RCP 26 Ga. PBR, Sandstone Beige 25'-5" 8 /6" 4'-9 3/6" '-0" 25'-5" 8 /6" '-0" 4'-9 3/6" " 2 B6D B3D B8D B8D B3D B6D " 2 8'-0" 3'- 4'-0" 5'- 5'-0" B4D B7D R2- SP- 5'-6 / Clearance +/- R2-2 SP-2 7'-4 /2" Clearance +/- R2-2 5'-6 / Clearance +/- SP- R2- B4D B7D 3'- 4'-0" 5'- 5'-0" 8'-0" 44'-4 3/6" 2'- 7/ Clearance +/- 2'- 7/ 50'-0" OUT-TO-OUT STEEL RIGID RME ELEVTION: RME LINE ax

7 (2) BOLTS /2" x " (TYP) LNGE BRCE PURLIN TEK E. PURLIN 2" R20 (2)BOLTS /2" x " (TYP.) R20 TEK E. PURLIN 2" RO PURLIN LNGE BRCE WLL GIRT (4) BOLTS /2" x " (TYP) 3 /2" CLERNCE C L RO PURLIN TO STEEL LINE STEEL LINE 9 " RO PURLIN TO RIGID RME C L RIGID RME B2 WLL GIRT BRIDGING " x " x.075" BRIDGING NGLE S SHOWN TEK SCREW 3/30/09 WD B4 LOCTE CLIP BETWEEN "C" WEBS BOLTS (TYP) (4) /2" x " TO B7 TO PURLIN CLIP PURLIN 325 BOLTS (2) 3/ x 2" RME RKE NGLE JMB BOLTS /2" x " (TYP) SSEMBLY BOLTS /2" x " (TYP) GIRT C52 C52 GIRT DOUBLE 'C' (4) BOLTS /2" x " (TYP) EW GIRT HINGE BRCKET GIRT CLIP EW GIRT (2) BOLTS /2" x " (TYP) JMB GIRT CLIP EW GIRT (6) BOLTS /2" x " (TYP) L 4 x 2 x 7-3/8 w/ (2) #2 x " TEKS SIDEWLL GIRT S SWC-N CORNER C52 GIRT B35 JMB TO RME (W / " SETBCK) 4/2/09 WD C2 DOUBLE 'C' TO GIRTS C6 HINGE BRCKET TO GIRT C7 JMB TO GIRT D CORNER TO WLL GIRTS 3/26/09 JMS 4/ 9/09 WD BOLTS /2" x " (TYP) RIGID RME LNGE BRCE (S REQ'D.) (4) BOLTS /2" x " (TYP) 'C' (4) BOLTS /2" x " (TYP) EW (DOUBLE 'C') NCHOR BOLT (2) SP-C3 NCHOR BOLT (2) SP-C3 EW GIRT SW GIRT IELD IT D6 CORNER TO GIRTS E BSE PLTE OR EW E2 BSE PLTE OR EW ax

8 SEE DRWING OR BOLT DI ND TYPE. (6) BOLTS /2" x " (TYP) RO PURLINS (6) BOLTS /2" x " (TYP) RIGID RME LNGE BRCE (S REQ'D.) (4) BOLTS /2" x /2" (TYP) EVE STRUT TEK SCREW 2" R20 (4) BOLTS /2" x /2" (TYP) TEK SCREW 2" EVE STRUT 2 SPLICE PLTES SPLICE T RIDGE R G RO PURLIN TO INTERIOR RIGID RME LNGE BRCE H SIDEWLL GIRT TO INTERIOR RME SIDEWLL GIRTS I8 EVE STRUT TO C L / Clearance STEEL LINE R20 I9 STEEL LINE RIGID RME EVE STRUT TO RIGID RME " C L (4) BOLTS /2" x /2" (TYP) EVE STRUT J2 RIGID RME /2" RIGID RME EVE STRUT TO RIGID INTERIOR BYS Q2 5/ /2" 3/ 5/6" / HILLSIDE WSHER NUT LT WSHER E.H.S. CBLE WITH E.H.S. CBLE WITH E.H.S. CBLE WITH E.H.S. CBLE WITH E.H.S. CBLE WITH OR WEB X-BRCE CBLE & BRCE GRIP / EYEBOLT 7/ EYEBOLT 3/ EYEBOLT 5/ EYEBOLT /2" EYEBOLT EYEBOLT SLOT IN WEB TO INSERT HILLSIDE WSHER & EYEBOLT DIGONL CBLE, EYEBOLT END Q4 NUT LT WSHER HILLSIDE WSHER X-NGLE EYEBOLT X-BRCE CBLE & BRCE GRIP DIGONL CBLE, EYEBOLT END SP-3HX Q5 X-BRCE CBLE & BRCE GRIP (DOUBLE 'C') NCHOR BOLT (2) SP-C3 CONCRETE SP-3HX & (2) INSIDE CLOSURE T2 WLL PNEL BSE TRIM BSE CHNNEL (BC-) OUNDTION CONCRETE OUNDTION BY OTHERS, MUST BE DEQUTE TO SELY RESIST THE LODS IN THE RECTION REPORT. SECTION THRU WLL PNEL ND CONCRETE OUNDTION ax

9 W2 RIGID RME HINGE BRCKET / STUB COLUMM EW GIRTS RIGID RME BB PLTE BB PLTE (4) BOLTS /2" x " TYP BOLTS /2" x " TYP WIND STRUT - HINGE BRCKET SUPPORT () 325 BOLT 3/ x 2" (2 PLCES) WINDSTRUT - BCK TO BCK CEE SSEMBLY (BBPLTE) WINDSTRUT CLIP BOLTS /2" x " (TYP.) BCK TO BCK CEE SECTION VIEW BCK TO BCK CEE BOLTS /2" x " (TYP.) IELD CUT & DRILL S REQ'D (BBPLTE) WINDSTRUT CLIP WINDSTRUT SSEMBLY DETIL. IELD CUT X-BRCE THRU GIRTS (S REQ'D). 2. IELD CUT X-BRCE TO LENGTH (S REQ'D). 3. IELD IT ND DRILL GIRTS T CORNER (S REQ'D). 4. IELD LOCTE WLK DOORS, WINDOWS, ND LOUVERS (S REQ'D). 5. IELD IT WINDSTRUT (S REQ'D). 6. IELD CUT 3'- ELEV. GIRT ND TEK TO 8 / WLK DOOR JMB. 7. IELD IT LNGE BRCES S REQ'D. 8. LP BRIDGE NGLE ", USE (2) 2-4 x " TEKS. 9. LP RKE NGLE ", USE (2) 2-4 x " TEKS. Y IELD NOTES ORMT IS BDDxWTHH B DD W T HH = = = = = WELDED MEMBER TYPE. MEMBER DEPTH IN INCHES. LNGE WIDTH IN INCHES. (6=6", 8=, 0=0", 2=2") LNGE THICKNESS IN /6" INCH UNITS. (3=3/6", 4=/, 5=5/6" 6=3/, 8=/2", 0=5/, 2=3/) WEB THICKNESS IN DECIML INCH UNITS. (4=.495, 7=.793, 25=.2500, 3=.325) Y2 BUILT-UP NOTES (4) BOLTS /2" x " (TYP) RO PURLIN 4-BOLT CLIP w/ 6" x 7" x.80" GUSSET RC8 NTI-ROLL CLIP DETIL ax

10 4 60'-0" OUT-TO-OUT STEEL '-0" 20'-0" 20'-0" " MEMBER TBLE RO PLN MRK PRT LENGTH P- 8x25Z3 22'-8 / P-2 8x25Z5 25'-4 /2" P-3 8x25Z3 22'-7 3/ E- 80x5E4 9'- 3/ E-2 80x5E4 9'- /2" E-3 80x5E4 9'- /2" CB-3 /4EHS 23'-0" CB-4 /4EHS 28'-0" 25'-0" RO SURCE 2 25'-0" RO SURCE 3 EC- EC-2 R20 RC8 EC-3 EC-4 EC-5 EC-5* EC-4* EC-3* EC-2* EC-6 R- R-2 R-3 E- R2- R-4 E- R2- E-2 R2- E-3 E-2 P-(Typ) P-2(Typ) P-3(Typ) G R2-2 CB-3 P-(Typ) P-2(Typ) P-3(Typ) PURLIN LP R2-2 2'-8 / Q2 Q2 2'-8 / CB-3 CB-4 CB-4 CB-3 CB-3 2'-8 / R2- R2-2 R2-2 2'-8 / E-3 ER-* ER- EC-7 EC-8 EC-8 EC-7 R20 RCP (20) 25'-5" (20) 25'-5" (20) RO SHEETING PNELS: 26 Ga. PBR Sandstone Beige INSTLL RO LNGE BRCE S PER RIGID RME CROSS SECTION RO RMING PLN ax

11 4 60'-0" OUT-TO-OUT STEEL '-0" 20'-0" 20'-0" I8 J2 E-3 E-2 E- " I9 MEMBER TBLE GRID & MRK PRT LENGTH E- 80x5E4 9'- 3/ E-2 80x5E4 9'- /2" E-3 80x5E4 9'- /2" G-8 8x25Z6 2'- G-9 8x25Z6 22'- G-0 8x25Z6 2'- BC-2 8x25C6 20'-0" CB-2 5/6EHS 25'-0" 8'-0" 3'- 4'-0" 5'- 5'-0" G-0 G-0 G-0 BC-2 Q2 H Q2 G-9 CB-2 G-9 G-9 BC-2 T2 CB-2 G-8 G-8 G-8 BC-2 S3070 CONNECTION PLTES GRID & ID MRK/PRT SWC-N INSTLL SIDEWLL LNGE BRCE S PER RIGID RME CROSS SECTION EC-7 R2- R2-5'-0" 3'-0" R- 2'-0" GIRT LPS '- '- '- '- SIDEWLL RMING: GRID 4 60'-0" OUT-TO-OUT STEEL '-0" 20'-0" 20'-0" " I9 J2 E- E-2 E-3 I8 8'-0" 3'- 4'-0" 5'- 5'-0" R-4 G-8 G-8 G-8 BC-2 GIRT LPS Q2 H Q2 R2- '- '- G-9 CB-2 G-9 G-9 BC-2 CB-2 R2- '- '- G-0 G-0 G-0 BC-2 T2 EC ax SIDEWLL RMING: GRID

12 '-0" 3'- 4'-0" 5'- 5'-0" 50'-0" OUT-TO-OUT STEEL C D 4'- 20'-0" 4' D E ER- R RC8 RC8 B4 BD G-5 G-5 C2 G-5 BC CB- ER-* BD R20 Q4 B2 G-7 G EC-7 EC-8 EC-8 EC-7 CB- G-6 G-6 BRDG NGLE Q5 BC RMING: GRID 4 G-5 G-5 T2 E2 BC-3 B D BOLT TBLE GRID & 4 LOCTION QUN TYPE DI LENGTH ER-/ER-* / 3/ EC-/RME / 2" EC-2/RME 4 GR_5 /2" " EC-3/RME 4 GR_5 /2" " EC-4/RME 4 GR_5 /2" " EC-5/RME 4 GR_5 /2" " EC-6/RME / 2" Cor_Column/Raf 4 GR_5 /2" " EC-8/ER- 4 GR_5 /2" " EC-8/ER-* 4 GR_5 /2" " Back Braces / 2" MEMBER TBLE GRID & 4 MRK PRT LENGTH BB- D4x5C6 8'-0 /6" BB-2 D4x5C6 8'-0 9/6" BB-3 D4x5C6 8'- / EC- W6x20 7'-6 / EC-2 W8x0 '- 3/ EC-3 W8x0 '-" EC-4 W8x0 2'-5" EC-5 W8x0 2'-" EC-6 W6x20 7'-6 / EC-7 8x25C5 6'-8 3/ EC-8 D8x5C4 7'- /6" ER- W8x0 25'- /6" ER-* W8x0 25'- /6" G- 8x25Z6 '-" G-2 8x25Z6 0'-6" G-3 8x25Z6 5'-" G-4 8x25Z6 5'- G-5 8x25Z6 3'- G-6 8x25Z6 9'- G-7 8x25Z4 9'- BC- 8x25C6 '-" BC-3 8x25C6 3'- BC-4 8x25C6 9'- CB- /4EHS 25'-0" '-0" 8'-0" 3'- 4'-0" 5'- 4'-0" D6 E 2'-3" '-2" G-2 G- G- G- BC- 50'-0" OUT-TO-OUT STEEL B 6'-7" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-7" 2'-3" R20 BB- BB-2 BB-3 BB-3 G-3 G-4 G-4 G-4 G-4 G-4 9 C6 BEHIND BEHIND BEHIND BEHIND 7'-0" (C.L. GIRT) 4'-0" (CLER HEIGHT) 6'-6" W2 BB-2 BB- '-2" R20 (C.L. HINGE) BEHIND BEHIND G-2 G-3 C7 BC- B35 G- G- G- D6 T BIOLD DOOR NOTE:.) DJUST BIOLD DOOR JMB WHEEL TO PPROXIMTE CENTER JMB (/2" LESS). 2.) IELD DRILL & BOLT HINGE TO HB 3.) IELD WELD HINGE TO HB LNGE BRCE TBLE GRID & 4 ID MRK LENGTH BD '-4 3/ CONNECTION PLTES GRID & 4 ID MRK/PRT BBPLTE 2 SP-3HX 3 SP-C3 4 SWC-N 5 C52 6 S INSTLL LNGE BRCE EC- EC-2 EC-3 EC-4 EC-5 EC-5* EC-4* EC-3* EC-2* EC-6 45'-0" (CLER WIDTH) RMING: GRID ax

13 INSULTION VINYL CING DOUBLE STICK TPE BSE NGLE INSIDE CLOSURE INSULTION OLD WHITE VINYL CING OVER TOP INSUL. RO SHEET OLD (S SHOWN) PNEL INSULTION INSULTION TBLE RO PLN = R9-6" ROLL QUN MRK WIDTH LENGTH 0 RO 6'-0" 5'-6" OLD VINYL CING OVER INSULTION BT INSULTION DETIL VINYL CING DOUBLE STICK TPE INSULTION EVE BUTYL CLOSURE BUTYL EVE STRUT VINYL CING O.C. RO PURLIN OR WLL GIRT INSULTION SIDE LP 2 " C D " " 9'-0" (48) E 9'-0" (48) 9'-6" (72) 9'-6" (72) 20'-0" (72) 20'-0" (72) 20'-6" (72) 20'-6" (72) 2'-0" (72) 2'-0" (72) 20'-6" (72) 20'-6" (72) INSULTION: GRID 4 INSULTION: 4.00" Thick VR 20'-0" (72) 20'-0" (72) 9'-6" (72) 9'-6" (72) 9'-0" (48) B 9'-0" (48) " 2 8'-6" (72) '-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) SIDEWLL INSULTION: GRID 8'-6" (72) 8'-6" (72) INSULTION: 4.00" Thick VR 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) 8'-6" (72) INSULTION: GRID SIDEWLL INSULTION: GRID INSULTION: 4.00" Thick VR INSULTION: 4.00" Thick VR ax

14 RO PNEL SEE DETIL WLL PNEL WLL Z-GIRT INSULTION DOUBLE STICK TPE BSE CHNNEL Stitch TEK 2'-0" O.C. (TYP.) (MIN.) INSIDE CLOSURE NOTE RO PNEL EVE S-7 (EVE TRIM) #4 x 7/8 STITCH 2" O.C. OUTSIDE CLOSURE 2'-0" O.C. (TYP.) RO PNEL INSULTION DOUBLE STICK TPE OLD WHITE VINYL CING OVER TOP INSUL. DETIL BUTYL INSIDE CLOSURE BUTYL EVE STRUT TYPICL TEK SPCING OR HIGH RIB PNELS NOTE: LIGN RO PNEL HI-RIBS WITH WLL PNEL HI-RIBS. I. TYPICL SPCING T INTERMEDITE PURLINS & GIRTS. II. TYPICL SPCING T PNEL ENDS ) TYPICL SPCING T EVE STRUT. 2) TYPICL SPCING T RIDGE CP. 3) TYPICL SPCING T BSE NGLE. 4) TYPICL SPCING T RKE NGLE. 5) TYPICL SPCING T PNEL LP. 2'-0" O.C. #4 x 7/8 STITCH TEK (STRUCTURL) #2 TEK 2" O.C. (TYP.) #4 x 7/8 STITCH TEK (STRUCTURL) #2 TEK TYPICL SIDE LP STITCH TEK SPCING 2'-0" 0.C. (TYP) S-88 RKE TRIM PEK BOX R & M STEEL CO. CLDWELL, ID. NOTE: ) MITER S-88 RKE PEK & SEL. 2) INSTLL PEKBOX & SEL. 3) MITER S-88 ND CORNERS & SEL. NOTE: IELD PINT EXPOSED BI-OLD DOOR STRUCTURL STEEL (BY OTHERS). WLL GIRT S-58 OUT WLL PNEL INSIDE CLOSURE HEDER TRIM TOP RUBBER PEK BOX DETIL S-88 RKE TRIM RO PNEL PURLIN LNGE BRCE (I PPLICBLE) RIGID RME WLL PNEL INSIDE CLOSURE TEK & STITCH SCREWS (SEE PNEL STENER DETIL) BSE TRIM BSE DETIL OLD VINYL CING OVER INSULTION BSE TRIM S-7 EVE TRIM DETIL & WLL STITCH TEK LYOUT BUTYL (MSTIC) #4 x 7/8 STITCH 2" O.C. RKE SCI (S-88) #4 x 7/8 STITCH 2" O.C. OUTSIDE CLOSURE WLL PNEL RKE TRIM DETIL BSE CHNNEL (NCHORED TO LOOR) PNEL NOTCH CONCRETE OUNDTION () ROW BUTYL III. TYPICL STITCH TEK SPCING (SIDE LP ONLY) POP RIVET RKE & EVE TOGETHER HERE (2) ROWS LP RKE CI STITCH 2'-0" O.C. " 2-3/ MITER DETIL: EVE-TO-RKE RO PNEL RO PNEL RO PNEL MSTIC RO PNELS ONLY DIE ORMED RIDGE RO PNEL DIE ORMED RIDGE CP DETIL EVE SCI (S-7 or S-23) DO NOT CUT HORIZONTL EDGE (NEED EDGE TO POP RIVET TO RKE) CUT ON DOTTED LINE STITCH 2'-0" O.C. (2) ROWS LP () ROW BUTYL INISH LOOR 3" OUT BI-OLD 'Z' USE TEK STRUCTURL MEMBERS BI-OLD 'L' BOTTOM RUBBER END VIEW BI-OLD DOOR TRIM LYOUT ax

15 EXTERIOR WLL PNEL HEDER JMB TRIM POP 2'-0" O.C. JMB TRIM STIENER INSIDE CLOSURE STRUCT. 2'-0" O.C. EXTERIOR WLL PNEL HEDER TRIM JMB NOTE: IELD NOTCH PNEL ND SLIDE HEDER TRIM BEHIND PNEL S REQ. CULKING (BY OTHERS) HEDER TRIM DETIL JMB TRIM DETIL 3" HEDER TRIM JMB TRIM STIENER 3" JMB OUT STRUCT. 2'-0" O.C. WLL PNEL JMB TRIM.. JMB TRIM JMB TRIM STIENER POP 2'-0" O.C. RMED OPENING DETIL OR OVERHED DOOR OR WLK DOOR TRIM JMB OR BI-OLD DOOR OPENING ax

16 4 3 2 S-7 TRIM TBLE RME LINE & ID MRK LENGTH S-7 3'-6" S- 8'-0" 4 BT 3'-6" JMBTRM 7'- 2 JMBST 7'- 3 HEDTRM 4'-0" S-7 S- S- S- 3 S SIDEWLL SHEETING: GRID PNELS: 26 Ga. PBR - Sandstone Beige 4 SIDEWLL SHEETING: GRID PNELS: 26 Ga. PBR - Sandstone Beige ax

17 2.000 S-88 C PK BOX D S TRIM TBLE RME LINE & 4 ID MRK LENGTH PK BOX 2'-6" S-88 26'-6" HEDTRM 24'-0" 2 S-58 8'-6" 3 JMBST 7'-6" 4 JMBTRM 7'-6" 5 BI-OLD 'Z' 24'-0" 6 S-58 24'-0" 7 BI-OLD 'L' 24'-0" S- 8'-0" 8 BT 4'-6" 9 BT 26'-6" E B S-88 PK BOX S '-" 2'- 2'-7" 2'-0" 2'-0" 2'-7" 2'- 2'-" S- 8'-2" 8'-5" 8'- 8'-" 9'-2" 9'-5" 9'- 9'-" 9'-" 9'- 9'-5" 9'-2" 8'-" 8'- 8'-5" 8'-2" S- 9 SHEETING: GRID 4 PNELS: 26 Ga. PBR - Sandstone Beige 6 '- '-7" '-0" '-0" '-7" '- 8'-2 3/ (6) 2 2 S- 8'-2" '-2" S '-0 3/ (6) SHEETING: GRID PNELS: 26 Ga. PBR - Sandstone Beige PNELS: 26 Ga. PBR Sandstone Beige ax

[1200mm] 5" [125 mm] 2 3/4" [70mm] [2600mm] [450mm]

[1200mm] 5 [125 mm] 2 3/4 [70mm] [2600mm] [450mm] MIN 9'-10 1/2" [3010mm] 9'- CR 8'-6"MIN [2825mm] 6'-0" 12" S [2550mm] CR [1800mm] ON SIDE PLN "" 8'-8" CR 2 [2600mm] 6'-0" CR [1800mm] 2 FRONT ND RER S [55mm] 8'-6" [2550mm] [55mm] [125 mm] 2 [70mm] 6