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19-012 (12) no STAR ROOF SUPPORT BEAM IN go BUILDING JOB NO. 11-B-86657 SYSTEMS PURLIN LINE No pw Roof Top Unit Support Beam W8x13 (2) 1/2"0 A325 bolts bo- ON Shim Plates As Req'd " 4" Stiffeners partial depth Note to Drafting:- 1) Provide (2) beams per roof top unit 2) Roof panel shall not attach to the support beam 3) Sag angles shall attach to the top flange of support beam 01/10/2008 94 vi qr Star Building Systems USER NAME:vjthottunkal DATE. 1/ 4/08 TIME:.10:41:34 8600 S. I-35, Oklahoma City, OK 73149 DESCRIPTION: 11-B-86657 DWG FILE: drift0l.ntl DESIGN INFORMATION 1. UNOBSTRUCTED SLIPPERY ROOF SURFACE IS ASSUMED. 2. UNHEATED ROOF SURFACE IS ASSUMED. DRIFT SNOW INPUT DATA DESIGN CODE. . . . : MASS-6th DESIGN SITUATION. . . . : LOWER ROOF BUILDING B BASIC (Flat Roof) SNOW LOAD (psf) . . . . . . . . . . . . . . : 40.000 UPPER ROOF LENGTH. . . : 80.00 ft. WIDTH. . . : 30.00 ft. SLOPE. . . : 0.00/12 LOWER ROOF LENGTH. . . : 0.00 ft. WIDTH. . . : 30.00 ft. SLOPE. . . : 0.00/12 HEIGHT DIFFERENCE between TWO ROOFS (ft) . . . . . . 14.00 DRIFT SNOW LOAD CALCULATION RESULTS UNIT WEIGHT of ROOF SNOW (pcf) . . . . . . . . . . . . . . . . . . . . . . . . . . 20.00 UNIFORM SNOW LOAD (psf) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40.00 UNIFORM SNOW LOAD HEIGHT (ft) . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.00 Hd = 1.15*(Lu)**0.33 - 1.5 = 2.03 Wd = 4.0*Hd = 8.13 DRIFT HEIGHT at STEP (ft) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.03 DRIFT SNOW LOAD at STEP (psf) . . . . . . . . . . . . . . . . . . . . . . . . . . . : 40.66 " DRIFT WIDTH (ft) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.13 DRIFT SNOW PROFILE 30' 30' UPPER ROOF WIDTH LOWER ROOF WIDTH k" 8'-1 9/16" DRIFT WIDTH w K �r UNIFORM ( 40.00 psf) Snow Drift at Endwall B of Building B due to higher Building C 01/10/2008 93 VJ STAR BUILDING W14 14" NOMINAL DEPTH BUP JOB NO. 11-B-8665 SYSTEMS BEAM BOLT CONNECTION 6° 2 1/4" WEB ROWS CAPACITY (K) MAX MIN MAX MIN 0.125 3 3 21.94 21.94 3 0.1489 3 3 1 26.13 26.13 O O O 0.178 3 3 31.24 31.24 3„ 1 0.25 3 3 43.88 43.88 o O 1 ° 0.3125 3 3 54.84 54.84 0.375 3 3 55.67 55.67 0 o I ° 14 22 3 3 37.26 37.26 W14X26 3 3 41.31 41.31 W1 4X34 3 3 46.17 46.17 W14X38 3 3 50.22 50.22 (2)4-1/4" X 3 5/8"X 5/16" Bent Clip w/3/4"A325 Bolts W14X48 3 3 55.08 55.08 Provide washer at the slotted holes in the clips >W14X531 3 1 3 55.67 55.67 Type 13 Bent Clip w/ Holes (DG 26.06) strut beam to web connection 01/10/2008 92 VJ aw 4 STAR BUILDING W12 12" NOMINAL DEPTH BLIP JOB NO. 11-B-8665 SYSTEMS BEAM BOLT CONNECTION WEB ROWS CAPACITY (K) MAX MIN MAX MIN 0.025 3 3 21.94 21.94 3„ 0.1489 3 3 26.13 26.31 o 0 0 0.178 3 3 31.24 31.24 3„ I 0.25 3 3 43.88 43.88 o o l 0 0.3125 3 3 54.84 54.84 0 0 ( 0 0.375 3 3 55.67 55.67 -VV-12X1 6 3 3 35.64 35.6 W 12X 19 3 3 38.07 38.07 (2)4-1/4" X 3 5/8"X 5/16" Bent Clip W1 2X22 3 3 42.12 42.12 w/3/4"A325 Bolts W1 2X26 3 3 37.26 37.26 Provide washer at the slotted holes in the clips W1 2X35 3 3 48.60 48.60 W1 2X40 3 1 3 47.79 47.79 W1 2X45 3 1 3 54.27 1 54.27 >W1 2X50 3 3 55.67 55.67 Type 13 Bent Clip w/ Holes (DG 26.06) strut beam to web connection 0 01/10/2008 91 vi NO O STAR BUILDING W10 10" NOMINAL DEPTH BUP JOB NO. 11-B-8665 SYSTEMS 6„ 2 1/4" BEAM BOLT CONNECTION X WEB ROWS CAPACITY (K) O O i O MAX IN MAX MIN 3„ I W10X12 2 2 20.52 20.52 0 , O 1 0 W10X17 2 2 25.92 25.92 W 10X 19 2 2 27.00 27.00 W 10X22 2 2 25.92 25.92 . (2)4-1/4" X 3 5/8" X 5/16" Bent Clip w/3/4°A325 Bolts W 10X33 2 2 31.32 31.32 Provide washer at the slotted W10X39 2 2 34.02 34.02 holes in the clips >W1 OX45 2 2 37.11 1 37.11 Type 13 Bent Clip w/ Holes (DG 26.06) strut beam to web connection 01/10/2008 90 vi 00 STAR JOB NO. 11-B-86657 g. BUILDING EDGE ANGLE AT EDGE BEAM SYSTEMS ON +. Secure edge angle to decking per weld pattern specified by design Secure decking to edge beam per FLOOR OVERHANG weld pattern specified by design 1„ — 12„ EDGE ANGLE 1/8" PC57 Edge Angle FLOOR DEPTH 4 0.082 Material Thickness Floor Depth Floor Thickness 2„ <= 9.5„ 2.5" <= 9.0„ „ 3” <= 8.5" MEZZANINE 3.5" <= 8.0" ELEVATION 4" <= 7.5 w 14'-0 4.5" <= 7.0„ 1 5" <= 6.5" 5Y2'> EDGE BEAM 5,5" <= 5.5° on STEEL LINE 6 <= 5.5' go go NOTE: PC57 EDGE ANGLE MAY BE SECTION AT EDGE BEAM USED FOR FLOOR OVERHANGS GREATER THAN SHOWN ABOVE IF No DECKING IS DESIGNED FOR NO SUPPORT AND SPECIFICALLY REQUESTED BY THE ENGINEER WITH MAXIMUM FLOOR OVERHANG SPECIFIED on BY DESIGN. 01/10/2008 89 VJ STAR JOB NO. 11-B-86657 BUILDING SECTION AT SUPPORT BEAM SYSTEMS DECKING SETBACK DGE ANGLE 2" MIN. PAST DECKING RIB SECURE DECKING AND EDGE MEZZANINE FLOOR ANGLE TO JOISTS PER WELD PATTERN SPECIFIED BY DESIGN DECKING FLOOR DEPTH 4" HEEL DEPTH 21'2" (TYP) MEZZANINE ELEVATION 14'-0 5Y2" STEEL LINE BAR JOIST *■ SUPPORT BEAM PC57 Edge Angle * 0.082 Material Thickness Floor Depth Floor Thickness 2" <= 9.5" 2.5" <= 9.0„ 3" <= 8.5" 3.5" <= 8.0" 4" <= 7.5" 4.5" <= 7.0" 5" <= 6.5" 5.5" <= 5.5" 6" <= 5.5" 01/10/2008 88 VJ STAR BUILDING SUGGESTED MEZZANINE JOB NO. 11-B-86657 SYSTEMS BEAM LOCATION FRAME OR BEARING FRAME E DWALL W Z J W W N JOIST MAY RUN IN EITHER DIRECTION CO TYPE 4 SHEAR PLATE —� USED AT BEAMS TO FLANGES TYPE 12 & 13 BENT CLIPS < USED AT BEAMS TO WEB on 0 SUPPORT BEAM, z W EDGE BEAM OR JOIST BEAM ON Crr,6 EE Ll SIDEWALL "A" STEEL LINE EDGE OF THE MEZZANINE FLOOR (CONCRETE AND EDGE ANGLE) WILL STOP AT THE COLUMN OUTSIDE FLANGE. ANY OTHER LOCTION FOR THE EDGE OF THE MEZZANINE FLOOR MUST BE REQUESTED ON THE SALES ORDER. ± 01/10/2008 87 VJ a— STAR JOB NO. 11-B-86657 BUILDING DECKING ATTACHMENT SYSTEMS 36" COVERAGE w 36/9 PATTERN 6" 6" 6" 6" 6" 6" 36/7 PATTERN 36/5 PATTERN 6" 6" 1'-0 1'-0 36/4 PATTERN 36/3 PATTERN so DECKING ATTACHMENT SPACING PER PATTERN 2" 2"LAP BAR JOIST, EDGE BEAM OR JOIST BEAM DECKING ENDLAP NOTE: 1) DECKING TYPE AND ATTACHMENT PATTERNS SHOWN ARE THOSE COMMONLY USED. CONSULT CUSTOMER REQUEST, VENDOR DECKING TYPE AND DESIGN REQUIREMENTS FOR THOSE APPLYING TO SPECIFIED JOB. 2) DECKING ATTACHMENT MAY BE FASTENER, PUDDLE WELDING OR WELDING WASHERS BASED ON DECKING TYPE, CUSTOMER REQUEST AND DESIGN REQUIREMENTS. On 01/10/2008 86 VJ OR w STAR SUPPORT BEAM TO SUPPORT COLUMN JOB NO. 11-B-86657 BUILDING (SUPPORT BEAMS PERPENDICULAR) SYSTEMS OR BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" HEEL DEPTH 2Y2" (TYP) Al BOLT A 0— W/WASHERS ANGLES (NS&FS) STIFFENER LL SUPPORT BEAM SUPPORT BEAM BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" HEEL DEPTH 2Y2" (TYP) STIFFENE Fs 3/8" rrh fm SUPPORT BEAM 3/4" A325 BOLTS SUPPORT COLUMN HSS 6x6x3/16 BASE PLATES 10" x 14" x 1" thick ANCHOR BOLTS 3/4 A325 Bolts — 01/10/2008 85 5" RECESS vi STAR JOB NO. 11-B-86657 BUILDING SUPPORT BEAM TO SUPPORT COLUMN SYSTEMS (UNEVEN DEPTH SUPPORT BEAMS) U) 0 Q m DECKING O O MEZZANINE FLOOR BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" HEEL DEPTH 2Y2" (TYP) A325 BOLT STIFFENER NS&FS 3/8" SUPPORT BEAM SUPPORT BEAM 3/4" A325 BOLTS T CLEARANCE SUPPORT COLUMN 12'-2 HSS 6x6x3/16 1'-0" BASE PLATES 10" x 14" x 1" thick ANCHOR BOLTS 3/4" A325 Bolts 5" RECESS 01/10/2008 84 VJ go ---- STAR SUPPORT BEAM TO SUPPORT COLUMN JOB NO. 11-B-86657 BUILDING (EVEN DEPTH SUPPORT BEAMS) SYSTEMS BAR JOIST DECKING MEZZANINE FLOOR BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" :1 E- HEEL DEPTH 2Y2" (TYP) (4) 3/4' A325 BOLTS with 3/8" plates go Mid— rrb SUPPORT BEAM SUPPORT BEAM 3/4" A325 BOLTS -T SUPPORT COLUMN HSS 6x6x3/16 BASE PLATES 10" x 14" x 1" thick ANCHOR BOLTS 3/4" A325 Bolts **" 5 RECESS IF 01/10/2008 83 VJ am STAR JOB NO. 11-B-86657 BUILDING SUPPORT BEAM TO COLUMN WEB CONNECTION SYSTEMS N DECKING 0 Q m m SIDEWALL "A & C" NOTE: SEE INDIVIDUAL BEAM CONNECTION DETAIL SHEETS FOR ACTUAL NUMBER OF BOLTS EDGE ANGLE MEZZANINE FLOOR --EDGE ANGLE DECKING BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" HEEL DEPTH 2Y2" (TYP) A325 BOLTS 10 oc 10 WITH WASHERS ® 0 oc O oc 0 0 ANGLES (NS&FS) oc 0 SUPPORT BEAM — COLUMN SUPPORT BEAM ! CLEARANCE 12'-2 01/10/2008 82 VJ 4m STAR SUPPORT BEAM TO COLUMN JOB NO. 11—B-86657 BUILDING FLANGE CONNECTION SYSTEMS co D x c- 0 w --i DECKING !" MEZZANINE FLOOR DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" A325 BOLTS EDGE BEAM COLUMN FLANGE CLEARANCE 12'-2 (MAY TAPER) NOTE: SEE INDIVIDUAL BEAM CONNECTION DETAIL SHEETS FOR ACTUAL NUMBER OF BOLTS 01/10/2008 81 VJ g STAR JOB NO. 11-B-86657 BUILDING OSHA COLUMN JOIST SYSTEMS "OSHA column joists" are joists with bolted ends with washers at interior support columns that are not framed in at least two directions with solid web structural members. These joists are erected first along with primary steel so as to provide bracing of the support columns. No field on welding at joist seat is permitted. 0 0 BEAM Stabilizer clip (PC61 or PC62), Bottom chord of joist to be 3/8" plate with dimensions to extended to set astride stabilizer meet OSHA requirements, clip. No attachment of bottom bolted to beam with (4) 1/2" chord to stabilier clip is permitted. A325 bolts. (DG26.43 shown) INTERIOR COLUMN BEYOND Note: Due to variations of joist and beam depth, stabilizer clip may be bolted under beam (joist depth > beam depth, DG26.42A) or clip may be notched (joist depth = beam depth, DG26.44). Detail above is where joist depth < beam depth to allow for required clearance from bottom of joist to bottom of stabilizer clips. DG26.44 DG26.42A 0 0 o O 01/10/2008 80 VJ STAR JOB NO. 11-B-86657 BUILDING FLANGE BRACE TO BAR JOIST SYSTEMS AT INTERIOR COLUMN See additional details for OSHA column joist requirements ow V, o00 000 so FLANGE BRACE TO BE FIELD BEAM WORKED AND ATTACHED TO JOIST AND BEAM. MINIMUM 2X2XY8 FLANG ATTACHMENT IS 2" OF Y8" BRACE ON JOIST FILLET WELD EACH SIDE OF INTERIOR COLUMN INTERIOR COLUMN BEYOND on NOTE: FLANGE BRACE TO CONNECT AT TOP CHORD PANEL POINT 01/10/2008 79 VJ aw STAR JOB NO. 11-B-86657 BUILDING EDGE BEAM TO SUPPORT BEAM CONNECTION SYSTEMS DECKING 4 to 0 Q m MEZZANINE FLOOR DECKING TOP OF FLOOR 14'-0" O FLOOR DEPTH 4" HEEL DEPTH 2Y2" (TYP) A325 BOLT W/WASHERS t \— ANGLES (NS&FS) EDGE BEAM sar SUPPORT BEAM CLEARANCE 12'-2 40 NOTE: SEE INDIVIDUAL BEAM CONNECTION DETAIL SHEETS FOR ACTUAL NUMBER OF BOLTS 01/10/2008 78 VJ STAR EDGE BEAM TO COLUMN JOB NO. 11-B-86657 BUILDING SYSTEMS WEB CONNECTION c� BAR JOIST _z Y U W F- I Q � air OD NOTE: SEE INDIVIDUAL BEAM CONNECTION DETAIL SHEETS FOR ACTUAL NUMBER OF BOLTS MEZZANINE FLOOR EDGE ANGLE EDGE ANGLE DECKING TOP OF FLOOR 14'-0 DECKING FLOOR DEPTH 4" A325 BOLTS W/WASHERS ® oc 10 O O oc O O ® \--- A GLES (NS&FS) oc 10 EDGE BEAM COLUMN CLEARANCE 12'-2" EDGE BEAM 01/10/2008 77 VJ wo . STAR JOB NO. 11-B-86657 BUILDING EDGE BEAM TO COLUMN SYSTEMS FLANGE CONNECTION BAR JOIST z_ Y U W MEZZANINE FLOOR DECKING TOP OF FLOOR 14'-0 O FLOOR DEPTH 4" A325 BOLTS w EDGE BEAM COLUMN FLANGE CLEARANCE 12'-2" (MAY TAPER) NOTE: SEE INDIVIDUAL BEAM CONNECTION DETAIL SHEETS FOR ACTUAL NUMBER OF BOLTS 01/10/2008 76 VJ STAR BAR JOIST TO COLUMN BUILDING FLANGE CONNECTION JOB NO. 11-8-86657 SYSTEMS BAR JOIST �,. 3/4"w A325 BOLTS CLIP COLUMN FLANGE MEZZANINE FLOOR BAR JOIST DECKING TOP OF FLOOR 14'-0 FLOOR DEPTH 4" :1 LF HEEL DEPTH 2Y2" (TYP) 0 0 3/4"o A325 BOLTS CLIP COLUMN FLANGE 01/10/2008 75 VJ STAR BUILDING BAR JOIST CONNECTIONS JOB NO. 11-B-86657 SYSTEMS EDGE ANGLE MEZZANINE FLOOR VI „ A DECKING ATTACHMENT DECKING 1/8' 1" /8 1>, 3" MIN LAP BAR JOIST EDGE BEAM e�. DIAGONAL BRIDGING MAY BE REQUIRED AT VARIOUS LOCATIONS BRIDGING: SEE VENDOR low PER VENDOR LAYOUT 1�8 1 LAYOUT FOR SIZE, '/8, LOCATION AND OTHER 1 REQUIREMENTS (TYP AT EACH FIELD CUT VERTICAL BAR JOIST) LEG OF BRIDGING AND BEND AS REQUIRED WELDED BAR JOIST BRIDGING OSHA Steel Erection Standard 29 CFR Part 1926, Subpart R When joist span is greater than or equal to 40'-0", provide the following: A) Bolted joist with washer at each end with slots in bar joist seat B) Welded final joist connection if required by design. am SECTION AT EDGE BEAM MEZZANINE FLOOR (TYP AT EACH DECKING 1118 1" BAR JOIST) BRIDGING SEE VENDOR LAYOUT FOR SIZE, LOCATION AND OTHER REQUIREMENTS BAR JOIST „ „ 01/10/2008 SECTION A 74 Vi STAR MEZZANINE BAR JOIST DESIGN LOADS JOB NO. 11-B-86657 BUILDING SYSTEMS * Design Marks: * Shipping Marks: * Tributary: 3'-0 * Base Length: 20"-0, 17'-0, 23'-0, 20'-0 PM * Live Load 240 P.L.F. * Dead Load 150 P.L.F. (excludes joist) * Collateral Load 30 P.L.F (Bottom Chord Panel Points) * Top Chord Strut Load: due to w BASE LENGTH w w A D 1/10/2008 73 vi STAR JOB NO. 11-B-86657 BUILDING MEZZANINE BAR JOIST DESIGN CRITERIA SYSTEMS NOTE: The following notes are typical of all joists unless noted otherwise on the individual joist sheets W on 1. The joist heel depth is 2.5" 2. The Maximum Live Load deflection is L/360 3. The Maximum Total Load deflection is L/240 4. OSHA Column joists to be provided with the following: A) Bolted end with washer at each end with slots in bar joist seat. B) Extended bottom chords at each end to set astride stabilize plate/clip. 5. When joist span is greater than or equal to 40'-0", joists shall be bolted with washer at each end with slots in bar joist design seat. Joist to be welded, after bolted connection, if required by design. All other joists to be welded unless noted otherwise. 6. Bridging is to conform to OSHA Steel Erection Standard. 01/10/2008 72 vi MEZZANINE LAYOUT 1 2 3 15 ' - 0" 15 ' -0" E = I = HSS 6x6x3/6 DL= 3.2 K LL = 2.7K j o ■• j loo D H H HSS 6x6x3/6 �/ DL = 22.0 K LL = 20.1 K O MEZZANINE LOADS Dead Load = 50 psf Live Load = 80 psf Coll Load = 10 psf C H I H Partition Load = 20 psf i o Note to Drafting:- Include i mezzanine column reactions in (') the T" drawings HSS 6x6x%6 DL = 24.6K LL = 22.6 KN, B H _. H HSS 6x6x3/6 DL = 5.6K o LL = 5.0K�. i j (U i I 01/10/2008 71 VJ MEZZANINE LAYOUT 2 3 15 ' -0" 15 / -0 // E --1.J_IOx.22- F WIOx.12 WIOx12 0 > OJ a c --A - x > 0 0 c W14x26 w 0i 1-4 0 MEZZANINE LOADS > x I c 0 Dead Load = 50 psf Live Load = 80 psf Coll Load = 10 psf W14x26 = W14x26 Partition Load = 20 psf 0 > x W14x26 W14x26-rr 0i Oj .-1 0 > x c W12x14 CD 0 > c aAL T WlOx22— 01/10/200, 70 vi STAR END WAL L RAFTER ATTACHED TO WEB BUILDING OF FRAME COLUMN JOB NO. 11-B-86657 SYSTEMS U 0) c FRAME COLUMN W 10X22 BRACKET Y16" Fillet weld All around 5-1/2" II ------------- ------------------------- 4-1/4" i Q O I � II O II O MM W � •M W 01/10/2008 69 VJ STAR RAFTER BRACKETED TO FLANGE BUILDING AT BLDG C FRAME LINE 3 COLUMNS JOB NO. 11-B-86657 SYSTEMS 4-114' A Building C NOTE:-Provide Ns/Fs weld Frame Line 3 between column web and flange for Columns 2'-0 above and below the bracket B,C & D location with %6" Fillet weld W 10x22 Bracket —W/%6" Fillet weld All around 1/4" Stiffener A Ns/Fs full depth IL 3/8" Stiffener Ns/Fs Full depth SEC. A-A an I I Building B EWB Rafter 0,5,12 SL OPE OF BOIL DING B 01/10/2008 68 vi OR STAR INTERIOR FRAME COLUMN BUILDING USED AS ENDWALL COLUMN ��B NO. � 'I-B-86657 SYSTEMS WITH DOGLEG To be used in Building C Endwall B & D Interior Frame Columns used as Endwall Columns 5-1/2' FRAME RAFTER STD DOGLEG AS WITH EW COLUMN !!11 Girts As Required By Design IIJTERIOR FRAAIE COL Uhl✓✓ IS ROTA TED 90 DEGREES FROM S TAL✓DARD WITH OUTFRFL AI1GF SITTING 0' FROM D ID WAL L 57-EFL L I✓✓E 01/10/2008 67 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: l/ 9/08 PAGE: 4-5 8600 S. I-35, Oklahoma City, OK 73149 Beam joint run JOB NAME:II-B-86657FILE:portal_tiered.fra SUPPORT REACTIONS FOR EACH LOAD COMBINATION FRAME ID #04 LOCATION:frame lines A NOTE: All reactions are in kips and kip-ft. TIME:22:09:03 REACTION NOTATIONS NN B � H1 --� 112 V1 V2 NN LOAD COMBINATION REACTION TABLE SUPPORT SUPPORT # 1 SUPPORT # 2 LOAD COMB H1 V1 LN1 H2 V2 LN2 21 -2.65 -0.18 0.00 -4.26 26.45 0.00 22 4.26 26.45 0.00 2.65 -0.18 0.00 23 -8.63 -19.64 0.00 -8.63 21.55 0.00 24 8.651 21.55 0.00 8.61 -19.64 0.00 25 0.35: 6.15 0.00 -0.35 6.15 0.00 26 8.99 26.75 0.00 8.27 -14.45 0.00 27 -8_10 -11.09 0.00 -9.16 30.11 _ 0.00 28 9.18!, 30.11 0.00 8.08 -11.09 0.00 29 -7.71 i -5.27 0.00 -9.55 35.93 0.00 30 9.57! 35.93 0.00 7.69 -5.27 0.00 31 -3.4611 -13.32 0.00 -3.46 13.32 0.00 32 3.46}113.32 0.00 3.46 -13.32 0.00 33 -4.80 -1.1.44 1 0.00 -4.79 11.44 0.00 loom CODS3INAUQN- DESCRIMON 21 SW +WL1 +MD +ML 22 SW +WL2 +MD +ML 23 0.84SW +1.8EQ 24 0.84SW -1.BEQ 25 0.84SW +0.84MD 26 0.84SW -1.8EQ +0.84MD 27 1.3SW +1.8EQ +1.3MD 28 1.3SW -1.8EQ +1.3MD 29 1.3SW +1.8EQ +1.3MD +ML 30 1.3SW -1.8EQ +1.3MD +ML 31 WL1 I 32 WL2 33 EQ X11 01/10/2008 66 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 4-4 8600 S. I-35, Oklahoma City, OK 73149 Beam joint run JOB NAME:II-B-86657FILE:portal_tiered.fra SUPPORT REACTIONS FOR EACH LOAD COMBINATION FRAME ID #04 LOCATION:frame lines A ON NOTE: All reactions are in kips and kip-ft. TIME:22:09:03 REACTION NOTATIONS H1 --IH2 --� V1 V2 LOAD COMBINATION REACTION TABLE SUPPORT SUPPORT # 1 SUPPORT # 2 LOAD COMB H1 V1 LN1 H2 V2 LN2 1 0.42 7.32 0.00 -0.42 7.32 0.00 2 0.80 13.13 0.00 -0.80 13.13 0.00 3 -4.79 -10.49 0.00 -4.80 12.40 0.00 4 4.81 12.40 0.00 4.78 -10.49 0.00 5 4.45 -5.30 0.00 -5.14 17.59 0.00 6 5.15 17.59 0.00 4.44 -5.30 0.00 7 _4.26 -1.93 0.00 -5.33 20.96 0.00 8 5.34 20.96 0.00 4.24 -1.93 0.00 9 -3.87 3.89 0.00 -5.72 26.77 0.00 10 5.73 26.77 0.00 3.86 3.89 0.00 11 -3.45 -12.55 0.00 -3.47 14.08 0.00 12 3.47 14.08 0.00 3.45 -12.55 0.00 13 3.04 -6.00 0.00 -3.88 20.63 0.00 14 3.88 20.63 0.00 3.04 -6.00 0.00 15 -2.65 -0.18 0.00 -4.26 26.45 0.00 16 4.26 26.45 0.00 2.65 -0.18 0.00 17 3.45 -12.18 0.00 -3.47 14.45 0.00 18 3.47 14.45 0.00 3.45 -12.18 0.00 19 -0.92 6.48 0.00 -2.53 1.9.79 0.00 20 2.53 19.79 0.00 0.92 6.48 0.00 WA•D CMINATIM-05-CRIMON 1 SW +MD 2 SW +MD +ML 3 0.84SW +EQ 4 0.84SW -EQ 5 0.84SW +EQ +0.84MD 6 0.84SW -EQ +0.84MD 7 1.3SW +EQ +1.3MD 8 1.3SW -EQ +1.3MD 9 1.3SW +EQ +1.3MD +ML 10 1.3SW -EQ +1.3MD +ML 11 0.67SW +WL1 12 0.67SW +WL2 13 SW +WL1 +MD 14 SW +WL2 +MD 15 SW +WL1 +MD +ML 16 SW +WL2 +MD +ML 17 SW +WL1 18 SW +WL2 19 SW +0.5WL1 +MD +ML 20 SW +0.5WL2 +MD +ML 01/10/2008 65 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 4-3 8600 S. I-35, Oklahoma City, OK 73149 Beam joint run JOB NAME:II-B-86657FILE:portal_tiered.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #04 LOCATION:frame lines A NOTE: All reactions are in kips and kip-ft. TIME.22:09:03 REACTION NOTATIONS go PM Hl --i H2 -1 V V2 1 !p LOAD GROUP REACTION TABLE SUPPORT SUPPORT # 1 SUPPORT # 2 LOAD GROUP H1 V1 LN1 H2 V2 LN2 SW 0.01 1.14 0.00 -0.01 1.14 0.00 MD 0.41 6.18 0.00 -0.41 6.18 0.00 ML 0.38 5.82 0.00 -0.38 5.82 0.00 EQ -4.80 -11.44 0.00 -4.79 11.44 0.00 WL1 -3.46 -13.32 0.00 -3.46 13.32 0.00 WL2 3.46 13.32 0.00 3.46 -13.32 0.00 L9AD 4R4UP1�.8r8SRI�1'SQDI SW Self Weight MD Mezzanine Dead Load ML Mezzanine Live Load EQ Lateral Seismic Load (parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load N 01/10/2008 64 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 4-2 8600 S. I-35, Oklahoma City OK 73149 Beam joint run JOB NAME:II-B-86657FILE:portal_tiered.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #04 LOCATION:frame lines A NOTE: All reactions are in kips and kip-ft. TIME:22:09:03 PARTS TABLE !s MEMBER PARTS LENGTH TOP FLG/DESC BOT FLG WEB THK WEB DEPT WEB DEP2 1 1 13' 8X0.375 8X0.375 0.1780 1 1/4" 1 1/4" 2 1 14'6 1/2" 8X0.3125 8X0.3125 0.1780 1'2 3/8" 1'2 3/8" 3 1 15' 8X0.375 8X0.375 0.1780 1 1/4" 1 1/4" 4 1 14'6 1/2" 8X0.3125 8X0.3125 0.1780 1'2 1/2" 112 1/2" 5 1 13' 8X0.375 8X0.375 0.1780 1 1/4" 1 1/4" 6 1 15' 8X0.375 8X0.375 0.1780 1 1/4" 1 1/4" �1 01/10/2008 63 VJ star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:09:05 PAGE: 4-1 8600 S. I-35, Oklahoma City, OK 73149 pf 14.542/28. main building at plane SW JOB NAME:86657C FILE:pfra.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #04 LOCATION: bays STANDARD NOTES: WEIGHT: 1878 lbs DETAIL FILE: \11-B-86657\ver01-v jthottunkal\Bldg-C\Drftg\x04L (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :0"-Z GIRTS (vert. from floor) : 0"-Z [5.25"OUTSET]- LEFT COLUMN 0"-Z [5.25"OUTSET]- RIGHT COLUMN O.F. 8X0.3125 WEB THK. 0.1780 I.F. 8X0.3125 11.667' 0.00 12 28' E.H. 4 g 28' E.H. N J � o ° x BUP Rafter m in K f, o m m w 8x0.3125"flanges/0.178"web/15"total depth Top Elevation of rafter to be 13`5-1/2" with Connections same as connections at 4&5 Provide 5/16" stiffener Ns/Fs at the top and bottom flange of the rafter on the columns m O rl X ° X m 9 H S O EI 14'6 1/2" H r x 0 3 CONNECTION DETAILS : Location 1 2 3 4 5 O6 7 8 Web Dep. 11.25 11.25 N/A 14.375 14.375 11.25 11.25 N/A Type BASE HORZ STF CAP (EXT) 2E/2E 2E/2E BASE HORZ STF CAP (EXT) Plate(DN) 8.0X0.375 3.75X0.3125 8.0X0.3125 8.0X0.5 C 8.0X0.5 C 8.0x0.375 3.75X0.3125 8.0x0.3125 01/10/2008 Plate(UP) N/A N/A N/A 8.0x0.5 R 8.0x0.5 R N/A N/A N/A 62 Bolts (4)-3/4 N/A N/A (8)-3/4 (8)-3/4 (4)-3/4 N/A N/A vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-8 8600 S. 1-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.033 JOB NAME:86657B FILE:fra-5.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 5 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE go [101 WL3 0.07 0.08 0.07 0.06 0.08 0.04 0.04 0.06 we [II] WL4 0.03 0.04 0.03 0.04 0.04 0.O6 Re "M 0.04 0.06 "M No 1121 EQ RM 0.31 -- 0.40 me 01/10/2008 61 vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-7 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 JOB NAME:86657B FILE:fra S.f.ra LOAD GROUP SCHEMATICS FRAME ID ##02 LOCATION:frame lines 5 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE MR [7) WLl on 0.08 0.07 0.08 — 0.07 f f 0.06 �—�_ _._t __ { -- } 0.04 0.06 0.04 WIR loll M!1 [81 WL2 0.04 0.03 0.04 � _j—�— 0.03 0.06 — --— -- — 0.04 w 0.06 0.04 [91 LWL1 0.08 0.08 0.08 0.08 0.07 — — —� — — — 1—[ _ T___� 0.07 0.07 0.07 01/10/2008 60 VJ OR Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-6 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 JOB NAME:86657B FILE:fra 5.fra LOAD GROUP SCHEMATICS FRAME ID ##02 LOCATION:frame lines 5 'We NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE on [4] PSL2 MR 0.12.par 0.32 !A [5] SNOW II _ 0.32 0.32 0.32 [6) LL 0.16 0.16 0.16 0.16 - 01/10/2008 59 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-5 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 JOB NAME:86657B FILE:fra 5.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 5 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [1] DL 0.02 0.02 0.02 0.02 !lA (2) COLL 1.401I 1.40 0.08 O.6 0.08 1 0.08 [3] PSLI 0.32 r- 0.32 ON w 01/10/2008 58 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-4 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 JOB NAME:86657B FILE:fra 5.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #02 LOCATION:frame lines 5 NOTES: (1) All reactions are in kips and kip-ft. TIME:22:01:02 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS Alw w HL - HR IVL iVl � VR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE_ 8.OX10.OXO.375 8.0X10.0X0.375 12.OX12.OXO.375 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL LNL HR VR I LNR H1 V1 LN1 GRAVITY LOAD COMBINATION 3 2.2 7.0 0.0 -2.2 8.9 0.0 0.0 22.5 0.0 E _ 1.8 7.3 0.0 -1.8 5.7 0.0 0.0 18.5 0.0 1.9 4.11 0.0 -1.91 9.11 0.01 0.01 19.21 0.0 WIND LOAD COMBINATION 31 2.5 618 0.0 -1.8 8.5 0.0 0.0 21.7 0.0 17 -1.0 -0.9 0.0 -0.4 -0.6 0.0 0.0 -2.1 0.0 20 0.4 -0.4 0.0 1.0 -1.0 0.0 0.0 -2.2 0.0 28 _ 1.8 6.6 0.0 -2.5 8.7 0.0 0.0 21.7 0.0 19 0.1 -0.8 0.0 -0.1 -1.0 0.0_ 0.0 -2.2 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 15 3.1 6.4 0.0 -0.9 7.5 0.0 0.0 20.5 0.0 6 -0.8 0.3 0.0 -1.0 1.0 0.0 0.0 1.5 0.0 7 1.1 0.9 0.0 0.7 0.4 0.0 0.0 1.4 0.0 14 1.0 5.7 0.0 -2.9 8.2 0.0 0.0 20.6 0.0 LQAD COMBINATION D&SCRIPTION 1 DL +COLL +PSL1 +0.5PSL2 2 DL +COLL +0.5PSL1 +PSL2 3 DL +COLL +SNOW 6 0.84DL +EQ 7 0.84DL -EQ 14 1.3DL +1.3COLL +0.7SNOW +EQ 15 1.3DL +1.3COLL +0.7SNOW -EQ 17 0.67DL +WL1 19 0.67DL +LWL1 20 0.67DL +WL3 28 DL +COLL +SNOW +0.5WL2 31 DL +COLL +SNOW +0.5WL4 go *A 01/10/2008 57 VJ MR Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 2-3 8600 S. I-35, Oklahoma City, OK 73149 sms 80., 14./ 8.083 JOB NAME:86657B FILE:fra S.fra ------- -- ---- --- -._.__... ..----------- - _------ ---- ------__ ..---------------------- SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #02 LOCATION:frame lines 5 NOTE: All reactions are in kips and kip-ft. TIME:22:01:02 REACTION NOTATIONS HL- HR iVL 1V1 1VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE 8.OX10.OXO.375 B.OXI0.OXO.375 12.OX12.OXO.375 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LNL HR VR LNR H1 V1 LN1 on DL 0.2 0.7 0.0 -0.2 0.8 0.0 0.0 1.7 0.0 COLL 0.5 1.2 0.0 -0.5 1.9 0.0 0.0 6.2 0.0 PSL1 0.6 5.7 0.0 -0.6 -0.3 0.0 0.0 6.6 0.0 PSL2 1.0 -0.6 0.0 -1.0 6.5 0.0 0.0 8.0 0.0 SNOW 1.6 5.1 0.0 -1.6 6.2 0.0 0.0 14.6 0.0 LL 0.8_2.6 0.0 -0.8 3.1 0.0 0.0 7.3 0.0 EQ 0.9 -0.3 0.0 -0.8 0.3 0.0 0.0 0.1 0.0 WL1 -1.1 -1.4 0.0 -0.2 -1.2 0.0 0.0 -3.3 0.0 WL2 -0.9 -0.8 0.0 _-0.4 -0.4 0.0 0.0 -1.5 0.0 LWL1 0.0 -1.3 0.0 0.0 -1.5 0.0 0.0 -3.4 0.0 WL3 0.3 -0.9 0.0 1.1 -1.6 0.0 0.0 -3.3 0.0 WL4 0.5 -0.3 0.0 0.9 -0.9 0.0 0.0 -1.6 0.0 IAB1�S�R9�J�EB�IPT�� DL Roof Dead Load COLL Roof Collateral Load PSL1 Pattern Snow Load [PSLxx] PSL2 Pattern Snow Load [PSLxx] SNOW Roof Snow Load LL Roof Live Load P! EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load po Nr me on 01/10/2008 56 VJ MR Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:01:02 PAGE: 2-2 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 20./ 70./ JOB NAME-.86657B FILE:fra 5.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: frame lines 5 STANDARD NOTES: WEIGHT: 2148 lbs DETAIL FILE: \11-B-86657\ver01-vjthottunkal\Bldg-B\Drftg\x02R (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2 @4'4 11/16 11,6 @5' GIRTS (vert. from floor) :8.5"-Z 7'4"(FLUSH) 6X0.25 6X0.25 6X0.25 r— O.F. 0.1489 6X0.25 0.1489 WEB THK. 6X0.25 14.252' 6X0.25 I.F. 15'0" 10'0" 0.SOF—_ g � 12 S S S S 4 14' E.H. 5 N m i0 x X p k mO O N H E O 40, b7 x CONNECTION DETAILS ; Location 1 2 3 4 5 Web Dep. 9.5 9.5 N/A 14.5 14.5 Type BASE HORZ STF CAP (EXT) 2E/1F 2E/2E Plate(DN) 8.0X0.375 2.75X0.25 6.0X0.25 6.0X0.375 6.0X0.5 01/10/2008 Plate(UP) N/A N/A N/A 6.0X0.375 6.0X0.5 55 Bolts (4)-3/4 N/A N/A (6)-3/4 (8)-3/4 vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:01:02 PAGE: 2-1 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 8.083 20./ 70./ JOB NAME:86657B FILE:fra 5.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: frame lines 5 STANDARD NOTES: WEIGHT: 2148 lbs DETAIL FILE: \11-B-86657\verOl-vjthottunkal\Bldg-B\Drftg\x02L (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F. :50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2 @4'4 11/16' ,6 @5' GIRTS (vert. from floor) :8.5"-Z 7'4"(FLUSH) 6X0.3125 6X0.25 O.F. 6X0.25 0.1489 WEB THK. 0.1489 0.1489 6X0.375 6X0.25 I F 6X0.25 10.001' 20'0" 9.251' 0.50 12 5 S S rs 14' E.H. 4 rs s N m r I O in m X m' N W m m x Xi N ,+ a I '� ai7o 0 F I 37 3 w m r . W 3 ~ CONNECTION DETAILS ; Location ( 2 3 O4 OS 6 7 Web Dep. 9.5 9.5 N/A 14.5 14.5 6.625 6.625 Type BASE HORZ STF CAP (EXT) 2E/1F 2E/2E BASE CAP/STF Plate(DN) 8.0X0.375 2.75X0.25 6.0x0.25 6.0X0.375 6.0X0.5 12.0X0.375 8.0X0.375 01/10/2008 Plate(UP) N/A N/A N/A 6.0x0.375 6.0X0.5 N/A 2.75x0.25 54 Bolts (4)-3/4 N/A N/A (6)-3/4 (8)-3/4 (4)-3/4 (4)-1/2 Vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: l-8 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 4 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE gI (101 WL3 0.15 0.17 0.17 0.15 0.07 l 1 0.10 0.07 � 0.10 [111 WL4 OR 0.06 0.09 0.06 — � �� —{ 0.09 0.07 f� t-� � _.__ --— 0.10 0.07 0.10 in �l1 (121 EQ 0.69 0.86 01/10/2008 53 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vj thottu DATE: 1/ 9/08 PAGE: 1-7 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 4 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (7) WL1 0.17 0.15 rT ——— — — — —- 0.15 0.17 0.10 0 0.10 .07 [8) WL2 1 ! 0.09 0.06 0.09 —� 0.06 0.10 C�— II-- — -—-- — — — — 0.07 0.10 0.07 (9) LWL1 0.17 0.17 0.17 __ �} f }�( { }� 0.17 0.12 `—�— _._��� 0.12 OR 0.12 0.12 go 01/10/2008 52 VJ 40 Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 1-6 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 4 MR NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE ON [4] PSL2 0.7Q 0.71 (5) SNOW 0.71 0.71 0.71 0.71 ON 0.03 L _ _ L 0.03 00 ON [6] LL go 0.36 0.36 0.36 0.36 1_=l11i ------------ -- 01/10/2008 51 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 1-5 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 4 NOTE: All user loads are in kips and kip-ft. TIME:22:01:02 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE L1] DL 0.04 0.04 0.04 _ 0.04 111 1RA [2] COLL 1.401I 1.40 0.j18 0.18 0.18 0.18 -�IT� go [31 PSLl 0.71 T 0.71 01/10/2008 50 VJ w� Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 1-4 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 4 NOTES: (1) All reactions are in kips and kip-ft. TIME:22:01:02 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTIOP POTATIONS / i M111II 1111! HL - HR 1VL � Vl � VR LOAD COMBINATION MAXIMUM REACTION TABLE on COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE 8.OX15.125XO.375 8.OX15.125XO.375 12.OX12.OX0.5 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL LNL HR VR I LNR H1 I V1 LN1 GRAVITY LOAD COMBINATION 3 5,21 Ll 5.8 0.0 -5.2 19.6 0.0 0.0 46.7 0.0 1 4.0 15.8 0.�4.OI 11.71 0.01 0.01 36.7 0.0 40 WIND LOAD COMBINATION 31 5.5 15.4 0.0 -4.4 18.7 0.0 0.0 45.0 0.0 17 -1.9 -2.2 0 0 -0.5 -1.7 0.0 0.0 -5.2 0.0 20 0.5 -1.3 0.0 1.9 -2.6 0.0 0.0 -5.3 0.0 28 4.4 15.0 0.0 -5.5 19.1 0.0 0.0 45.1 0.0 19 0.0 -2.0 0.0 0.0 -2.4 0.0 0.0 -5.5 0.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 15 6.6 14.2 0.0 -2.3 16.2 0.0 0.0 40.6 0.0 6 -1.5 0.3 0.0 -2.0 1.7 0.0 0.0 2.6 0.0 7 2.1 1.7 0.0 1.5 0.7 0.0 0.0 2.3 0.0 14 2.4 12.7 0.0 -6.4 17.4 0.0 0.0 40.9 0.0 y�D� INATZOP DESCRIPTION 1 DL +COLL +PSL1 +0.5PSL2 3 DL +COLL +SNOW 6 0.84DL +EQ 7 0.84DL -EQ 14 1.3DL +1.3COLL +0.7SNOW +EQ 15 1.3DL +1.3COLL +0.7SNOW -EQ 17 0.67DL +WL1 19 0.67DL +LWL1 20 0.67DL +WL3 28 DL +COLL +SNOW +O.5WL2 31 DL +COLL +SNOW +0.5WL4 01/10/2008 49 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjLhoLLu DATE: 1/ 9/08 PAGE: 1-3 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 JOB NAME:86657B FILE:fra 4.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 4 NOTE: All reactions are in kips and kip-ft. TIME:22:01:02 REACTION NOTATIONS / HL HR � VL � V1 iVR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 OR BASE PLATE 8.0X15.125X0.375 8.OX1_5.125XO.375 12.0X12.0X0.5 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LNL HR VR LNR H1 V1 LN1 DL _ _ 0.3 1.2 0.0 0.3 1.4 0.0 0.0 _ 2.9 0.0 COLL 1.0 2.7 0.0 -1.0 3.8 0.0 0.0 10.5 0.0 PSL1 1.6 12.5 0.0 -1.6 -0.8 0.0 0.0 14.7 0.0 PSL2 2.1 -1.1 0.0 -2.1 14.6 0.0 0.0 17.1 0.0 SNOW 3.9 11.9 0.0 -3.9 14.4 0.0 0.0 33.3 0.0 LL_ 1.9 5.7 0.0 -1.9 6.9 0.0 0.0 15.9 _0.0 EQ -1.8 -0.7 0_.0 -1.8 0.5_0.0_0.0 0.1 0.0 WL1 -2 1 -3.0 0.0 -0.2 -2.7 0.0 0.0 -7.2 0.0 WL2 -1.7 -1.6 0.0 -0.7 -1.0 0.0 0.0 -3.3 0.0 LWL_1_ _ -0.2 -2.8 0.0 0.2 -3.4 0.0 0.0 -7.5 0.0 WL3 0.2 -2.1 0.0 2.1 -3.5 0.0 0.0 -7.2 0.0 WL4 0.7 -0.7 0.0 1.7 -1.9 0.0 0.0 -3.4 0.0 T�1�t3AQ3��DE$CR�PT�QN DL Roof Dead Load COLL Roof Collateral Load PSL1 Pattern Snow Load [PSLxx) PSL2 Pattern Snow Load [PSLxx) SNOW Roof Snow Load LL Roof Live Load EQ Lateral Seismic Load [parallel to plane of frame) WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load RN 01/10/2008 48 VJ we Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:01:02 PAGE: 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 20./ 70./ JOB NAME:86657B FILE:fra 4.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 4 STANDARD NOTES: WEIGHT: 2835 lbs DETAIL FILE: \11-3-86657\ver01-vjthottunkal\Bldg-B\Drftg\xolR (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2 @4'4 11/1611,6 @5' GIRTS (vert. from floor) :8.5"-Z 714"(FLUSH) 6X0.375 6X0.375 0.1780 - 6X0.25 O.F. 0.1489 6X0.375 0.1780 WEB THK. 6X0.375 13.847' I 6X0.25 I F I 15'0" 10'0" 6 12 S is S is 14' E.H. s I II � O IJt UI H S � 40' r z CONNECTION DETAILS Location 1 2 3 O4 5 Web Dep. 14.5 14.5 N/A 19.5 19.5 Type BASE HORZ STF CAP (EXT) 2E/1F 3E/2E Plate(DN) 8.0X0.375 2.75X0.25 6.0X0.25 6.0X0.375 6.0X0.5 01/10/2008 Plate(UP) N/A N/A N/A 6.0X0.375 6.0x0.5 47 Bolts (4)-3/4 N/A N/A (6)-3/4 (10)-3/4 Vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:01:02 PAGE: 1-1 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 14./ 17.799 20./ 70./ JOB NAME:86657B FILE:fra 4.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 4 STANDARD NOTES: WEIGHT: 2835 lbs DETAIL FILE: \11-B-86657\ver01-vjthottunkal\Bldg-B\Drftg\xolL (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2@4'4 11/16' ,6@5' GIRTS (vert. from floor) :8.5"-Z 7'4"(FLUSH) 6X0.5 6X0.25 O.F. 6x0.25 0.25 0.1489 6X0.5 WEB THK.I 0.1489 6X0.25 6X0.25 10.002' I.F. I 2010" 8.845' 0.50 12 I 5 S S S 14' E.H. 4 Is �S O N m n 0 N m \ x H ^� H a � ~ 4170' x T x 37' 3' F W o, a, CONNECTION DETAILS Location 1 2 I 3 4 5 6 7 Web Dep. 14.5 14.5 N/A 19.5 19.5 6.625 6.625 Type BASE HORZ STF CAP (EXT) 3E/1F 3E/2E BASE CAP/STF Plate(DN) 8.0X0.375 2.75X0.25 6.0X0.25 6.0X0.375 6.0x0.6 12.0X0.5 8.0X0.375 01/10/2008 Plate(UP) N/A N/A N/A 6.0X0.375 6.OXO.5 N/A 2.75X0.25 46 Bolts (4)-3/4 N/A I N/A (8)-3/4 (10)-3/41 (4)-3/4 (4)-1/2 vi we Star Building Systems FRAME DESCRIPTION: USER NAME.vjthottu DATE: 1/10/08 PAGE: 2-10 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 3 NOTE: All user loads are in kips and kip-ft. TIME:14:49:23 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE RM (131 LWL1 go 0.07 __ _ __ __ 0.07 0.07 _ 0.07 0.13 t_ t_ �.t f 1 - — _ 7TH} 0.13 .0 0.13 OD._3& -3 00Df�& 1 �' 4 0.13 (141 WL3 11111 0.06 0.06 0.07 0.07 0.07 0.11 1111 11111 0.0 7 L 0.11 1111 (151 WL4 0.03 0.03 0.04 _ 0.04 0.07 0.11 0.07 L 0.11 01/10/2008 45 VJ w1 Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 2-9 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 3 Pw NOTE: All user loads are in kips and kip-ft. TIME:14:49:23 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (101 ML +3.1)D.801 12.801 12.801 X6.70 [11J NL1 0.07 0.07 0.06 0.06 0.11 �_.�-£f T f T - 0.07 0.11 0.07 [121 NL2 0.04 0.04_ 0.03 0.03 0.11 L1 -fin 0.07 OR 0.11 0.07 01/10/2008 44 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 2-8 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 3 go NOTE: All user loads are in kips and kip ft. TIME:14:49:23 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (7) SNOW 0.31 0.31 0.31 go 0.31 j�-n-T,--; 3.7E�-Sll 3.45 (al MD +4.73D-50 14.501 14.50 j 7.90 [9) LL 0.15 0.15 0.15 0.15(- t_I_l�i -a 1.3:6-93 1.19 � 1 � 01/10/2008 43 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 2-7 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra LOAD GROUP SCHEMATICS FRAME ID #02 LOCATION:ftame lines 3 NOTE: All user loads are in kips and kip-ft. TIME.14:49:23 10 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE PM [4) PSL2 0.31 gy=m 0.31 dw! [5] PSL3 Pp 0 D3 I3 0.31 P" [6] PSL4 0.31 0.31 00 Wa OM 01/10/2008 42 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: :1/10/08 PAGE: 2-6 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra _ --- _. —-- -- — -— --- - WAD GROUP SCHEMATICS FRAME ID #02 LOCATION:frame lines 3 NOTE. All user loads are in kips and kip-ft. TIME:14:49:23 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [l1 DL 0.02 0.02 0.02 0.02 0.40.76 0.39 IA# 111! [21 COLL 1.40 0.08 0.0� 0.08 0.08 j -J� �T�TZ� T [ ON 0.6 .47 0.59 on 1w1 [31 PSL1 0.31 yew 01/10/2008 41 VJ Star Building Systems FRAME DESCRIPTION: USER NAME vjthottu DATE: 1/10/08 — PAGE: 2-5 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME.86657C FILE:fra 3.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #02 LOCATION:frame lines 3 TIME:14:99:23 NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS ill I�A� CQ!#$I Ql�TION DE$CRIP�'�QT3 3 DL +COLL +SNOW 8 DL +COLL +SNOW +MD +ML 10 0.84DL +EQ 11 0.84DL +EQ 12 0.84DL -EQ 25 1.3DL -EQ +1.3MD +ML 29 1.3DL +1.3COLL -EQ +1.3MD +ML 31 1.3DL +1.3COLL +0.7SNOW +EQ +1.3MD +ML 32 1.3DL +1.3COLL +0.7SNOW -EQ +1.3MD +ML 33 1.3DL +1.3COLL +0.7SNOW -EQ +1.3MD +ML 34 0.67DL +WL1 36 0.67DL +LWL1 37 0.67DL +WL3 44 DL +WL1 +MD +ML 46 DL +LWL1 +MD +ML 47 DL +WL3 +MD +ML 60 DL +0.5SNOW +WL2 63 DL +0.5SNOW +WL4 65 DL +COLL +SNOW +0.5WL2 +MD +ML 68 DL +COLL +SNOW +O.SWL4 +MD +ML es 01/10/2008 40 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 2-4 8600 S. 1-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 3.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #02 LOCATION:frame lines 3 TIME:14:49:23 NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS / HL---- / H1 f- H2 �- H3 -- HR 1 VL Vl V2 V3 VR LOAD COMBINATION MAXIMUM REACTION TABLE ` COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 10.0X13.0X0.375 10.OX13.OXO.375 8.OX11.OXO.375 S.OXII.OXO.375 8.0X11.0X0.375 ANC. RODS (44 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL LNL HR VR LNR H1 V1 LN1 H2 V2 LN2 H3 V3 LN3 GRAVITY LOAD C)MBINATION _ _ 3 0.1 9.9 0.0 -0.1 -9-.2T--O.0 0.0 19.2 0.0 0.0 10.5 0.0 0.0 10.5 0.0 8 0.11 18.8 0.0 -0.1 23.9 0.0 0.0 44.4 0.01 0.0 38.0 0.0 0-OF 3777 0.0 W114D LOAD COMBINATION _ _ 63 2.4 7.3 0.0 2.6 2.5 0.0 0.0 5.8 0.0 0.0 4.0 0.0 0.0 6.7 0.0 44 -2.7 7.9 0.0 -2.3 18.3 0.0 0.0 28.4 0.0 0.0 27.3 0.0 0.0 24.5 0.0 68 1.3 19.8 0.0 1.2 22.7 0.0 0.0 42.7 0.0-6-.6F 37.7 0.0 0.0 38.4 0.0 34 -2.7 -1.6 0.0 -2.3 2.9 0.0 0.0 2.6 0.0 0.0 -0.6 0.0 0.0 -3.2 0.0 47 2.3 12.5 0.0 2.7 13.8 0.0 0.0 23.2 0.0 0.0 27.6 0.0 0.0 29.3 0.0 60 2.7 2.7 0.0 -2.4 6.9 0.0 0.0 11.1 0.0 0.0 3.7 0.0 0.0 1.8 0.0 65 -1.2 17.6 0.0 -1.3 24.9 0.0 0.0 45.3 0.0 0.0 37.6 0.0 0.0 36.0 0.0 go 37 2.3 3.0 0.0 2.7 -1.5 0.0 0.0 -2,7 0.0 0.0 -0.3 0.0 0.0 1.7 0.0 36 1.3 -0.1 0.0 -1.4 0.1 0.0 0.0 0.7 -4.0 0.0 -0.7 -4,1 0.0 -0.2 -4.1 46 1.3 9.4 0.0 -1.4 15.4 0.0 0.0 26.6 -4.0 0.0 27.2 -4.1 O.Of 27.4 -4.1 TRANSVERSE EARTHQUAKE LOAD COMBINATION -- -- 32 3.4 24.7 0.0 3.2 20.1 0.0 0.3 39.1 _0.0 0.4 42.0 0.0 0.3 46.9 0.0 31 -3.2 13.8 0.0 -3.5 30.6 0.0 -0.3 52.2 0.0 -0.4 41.4 0.0 -0.3 34.7 0.0 11 -2.7 -2.9 0.0 -2.8 5.9 0.0 -0.3 7.1 0.0 -0.4 0.9 0.0 -0.3 -3.7 0.0 12 2.7 6.0 0.0 2.7 -2,8 0.0 0.3 -3.7 0.0 0.4 1.4 0.0 0.3 6.2 0.0 33 2.8 23.7 0.0 2.6 21.1 0.0 0.3 40.3 0.0 0.4 42.0 0.0 0.3 45.7 0.0 25 2.7 17.2 0.0 2.7 15.2 0.0 0.31 26.5 0.0 0.4 33.8 0.0 0.3 38.3 0.0 10 -2.7 _-2.8 0.0 2.7 5.8 0.0 -0.3 7.0 0.0 -0.4 0.9 0.0 -0.3 -3.7 0.0 29 2.7 19.0 0.0 2.7 16.8 0.0 0.3 30.4 0.0 0.4 37.6 0.0 0.3 40.7 0.0 01/10/2008 39 VJ 40 Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 2-3 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28_/- _7_729 _ JOB NAME:86657C FILE:fra 3.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #02 LOCATION:frame lines 3 NOTE: All reactions are in kips and kip-ft. TIME:14:49:23 REACTION NOTATIONS / HL - H1 H2 H3 --- HR 1VL 1V1 � V2 � V3 � VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 10.OX13.OXO.375 10.OX_13.OXO.375 8.0Xll.0X0.375 8.OX11.OXO.375 8.0X1l.0X0.375 ANC. RODS (4)-3/4 (4)-3/4 (4) -3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL I LNL HR VR LNR H1 V1 LN1 H2 V2 LN2 H3 V3 LN3 DL 0.0 1.9 0.0 0.0 1.8 0.0 0.0 2.1 0.0 0.0 1.4 0.0 0.0 1.5 0.0 COLL 0.0 1.4 0.0 0.0 1.2 0.0 0.0 3.0 0.0 _0.0 2.9 0.0 0.0 1.8 0.0 PSL1 0.1 2.9 0.0 -0.1 0.1 0.0 0.0 3.7 0.0 0.0 -0.5 0.0 0.0 -0.1 0.0 PSL2 0.0 -0.2 0.0 0.0 0.0 0.0 0.0 2.9 0.0 0.0 2.8 0.0 0.0 -0.2 0.0 PSL3 0.0 0.1 0.0 0.0 -0.5 0.0 0.0 -0.7 0.0 0.0 4.2 0.0 0.0 4.0 0.0 ON PSL4 0.1 0.1 0.0 -0.1 3.0 0.0 0.0 0.0 0.0 0.0 -0.4 0.0 0.0 3.6 0.0 SNOW _0.1 6.7 0.0 -0.1 6.1 0.0 0.0 14.2 0.0 0.0 6.2 0.0 0.0 7.2 0.0 MD 0.0 4.9 0.0 0.0 8.0 0.0 0.0 13.4 0.0 0.0 14.6 0.0 0.0 14.4 0.0 LL 0.1 2.7 0.0 -0.1 2.5 0.0 0.0 5.8 0.0 0.0 3.1 0.0 0.0 3.6 0.0 ML 0.0 3.9 0.0 0.0 6.7 0.0 0.0 11.7 0.0 0.0 12.9 0.0 0.0 12.7 0.0 EQ 2.7 -4.4 0.0 -2.7 4.3 0.0 -0.3 5.3 0.0 -0.4 -0.3 0.0 -0.3 -4.9 0.0 WL1 -2.7 -2.8 0.0 -2.3 1.7 0.0 0.0 1.2 0.0 0.0 -1.5-0.0-0.0 -4.2 0.0 WL2 -2.7 -2.5 0.0 -2.3 2.0 0.0 0.0 1.9 0.0 0.0 -0.7 0.0 0.0 -3.3 0.0 LWL1 1.3 -1.4 0.0 -1.4 -1.1 0.0 0.0 -0.6 -4.0 0.0 -1.6 -4.1 0.0 -1.2 -4.1 WL3 2.3 1.7 0.0 2.7T- .7 -2.7 0.0 0.0 -4.0 0.0 0.0 -1.2 0.0 0.0 0.7 0.0 WL4 2.3 2.1 0.0 2.7 -2.4 0.0 0.0 -3.3 0.0 0.0 -0.5 0.0 0.0 1.6 0.0 (�$QU�n�s�ae�r3ox DL Roof Dead Load COLL Roof Collateral Load PSL1 Pattern Snow Load [PSLxx] PSL2 Pattern Snow Load [PSLxx] PSL3 Pattern Snow Load [PSLxx] PSL4 Pattern Snow Load [PSLxx] NA SNOW Roof Snow Load MD Mezzanine Dead Load LL Roof Live Load ML Mezzanine Live Load 400 EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load 1 01/10/2008 38 VJ I I i I I I I I I I I I i A I I i Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 TIME:14:49:23 PAGE: 2-2 8600 S 1-35, Oklahoma City OK 73149 sms 80./ 28./ 7.729 20./ 70./ JOB NAME:86657C FILE:fra_3.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: frame lines 3 STANDARD NOTES: WEIGHT: 6241 lbs DETAIL FILE: 1-B-86657\ver01-vjthottunkal\Bldg-C\Drftg\x02R.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F. :50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 294'4 11/16",6 @5' GIRTS (vert. from floor) :8.5"-Z 7'4 11,4',514 11,5'8"(FLUSH) 8X0.25 I 8X0.25 8X0.25 8X0.25 O.F. 0.1489 0.1489 0.1489 0.1489 WEB THK. 8X0.25 8X0.25 � 8X0.25 8X0.25 I.F, 17.518' S'0" i 10'0" 6.515' 0.50 12 5 S 1 Is I S I Is 1 28' E.H. s o �o � � K O N O 5/16" w m a N m m c ll x o x m x m Y x o x x m x x m S F N m F H W fA W - W cq W r o I O 20' 20' r T x CONNECTION DETAILS Location 1 2 3 4 5 O6 7 Web Dep. 12.0 12.0 N/A 23.5 1 23.5 10.5 10.5 Type BASE HORZ STF CAP (EXT) 4E/4E 2E/2E BASE CAP/STF Plate(DN) 10.0X0.375 4.75X0.25 10.0X0.375 10.0X0.5 8.0X0.375 8.0X0.375 8.ox0.375 01/10/2008 Plate(UP) N/A N/A N/A 8.ox0.375 8.0X0.375 N/A 3.75X0.3125 37 Bolts (4)-3/4 N/A N/A (16)-3/4 (8)-3/4 (4)-3/4 (4)-1/2 Vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 TIME:14:49:23 PAGE: 2-1 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 20./ 70./ JOB NAME:86657C FILE:fra_3.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #02 LOCATION: frame lines 3 STANDARD NOTES: WEIGHT: 6241 lbs DETAIL FILE: 1-B-86657\ver01-vjthottunkal\Bldg-C\Drftg\x02L.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz. from eave) :8.5"-Z 2 @4'4 11/16",6 @5' GIRTS (vent. from floor) :8.5"-Z 7'4",4',5'4",5'8"(FLUSH) exo.zs exo.zs 8X0.25 8X0 25 Note:-Rotate the interior column 90 degrees O.F. 8X0.25 0.1489 I 0.1489 from standard and provide as endwall 0.1489 0.1489 I WEB THK. 0.1489 8X0.25 8X0.25 8X0.25 8X0.25 columns with a single pair of stiffener over I F 8X0.25 9.517' 8.001' 10'0° 51 the column 6.515' � 0.50 I it I 12 4 5 � � CS 28' E.H. FS FS S O N O NI N O O O m �' 5116" sN m C N N \ t'J x o x �' x o x x o x m u m x m s m k m F 4 3 X m o N .7 a o r o O ,4 20' 17' 3' _ FI r I I G. CO W o; 3 CONNECTION DETAILS Location O 2 3 4 5 6 7O C' 9 Web Dep. 12.0 12.0 N/A 23.5 23.5 10.5 10 5 10.5 10.5 Type BASE HORZ STF CAP (EXT) 4E/4E 2E/2E BASE CAP/STF BASE CAP/STF Plate(DN) 10.0x0.375 4.75X0.25 10.0X0.375 10.0x0.5 8.0x0.375 8.0X0.375 8.0x0.375 8.0X0.375 8.0x0.375 01/10/2008 Plate(UP) N/A N/A N/A 8.0X0.375 8.0X0.375 N/A 3.75XO.3125 N/A 3.75X0.3125 36 Bolts (4)-3/4 N/A N/A (16)-3/4 (8)-3/4 1 (4)-3/4 (4) -1/2 (4)-3/4 (4)-1/2 �� 40 --- -_- _ -- --___ -_ I _ -_ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE 1/ 9/08 PAGE: 3-9 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 JOB NAME:86657C FILE fra 2.fra LOAD GROUP SCHEMATICS FRAME ID #03 LOCATION:frame lines "2 NOTE. All user loads are in kips and kip-ft. TIME:22:15:44 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [13] WL4 0.07 , �0.�0-77 0.09 _ _ 0.09 0.07 ffE17r_f- }1-1- - 7�_ .T } 0.10 0.07 0.10 Rllt [14] EQ 0.94 - — 1.14 0.50 -- 1.10 0.32 40 wo No 01/10/2008 35 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 3-8 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 JOB NAME:86657C FILE:fra_2.fra LOAD GROUP SCHEMATICS FRAME ID #03 LOCATION:frame lines 2 NOTE: All user loads are in kips and kip-ft. TIME:22:15:44 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [10] WL2 on 0.09 0.09 0.07 0.07 0.10 f TT-1 1-� .=1 ��-t T 1-f-1Tf rt7Cf_IT1__F1 0.07 go 0.10 LJ 0.07 w [ill LWLl 0.17 0.17 _ 0.17 0.17 0.12 0.12 on 0.12 0.12 40 wx [121 WL3 b �} �} } }0.15 0.17 } 1 0.17 0.00 715 L�_1_1_L L,— I� � �__�1_L. r 1 0.10 0.07 L 0.10 01/10/2008 34 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vlthottu DATE 1/ 9/08 PAGE: 3-7 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 JOB NAME:8G657C FILF Crj_2 fra LOAD GROUP SCHEMATICS FRAME ID #03 LOCATION:frame lines 2 NOTE: All user loads are in kips and kip-ft. TIME:22:15:44 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE wo [71 LL No 0.36 0.36 0.36 we [8) ML 10.60 24.00 + 6.40 4M [9I WL1 0.17 0.15 �}�{�}��}���}� 0.15 0.17 LL LJ 1 L L.LJ 0.07 0.10 1A1 0.07 LJ 0.10 01/10/2008 33 VJ 4" Star Building Systems FRAME DESCRIPTION: USER NAME:vjLhoLLL1 DATE: 1/ 9/08 PAGE: 3-6 8600 S. 1-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.17-1 JOB NAME:86657C FILE:fra-2.tra LOAD GROUP SCHEMATICS FRAME ID #03 LOCATION:frame lines 2 NOTE: All user loads are in kips and kip-ft. TIME:22:15:44 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (41 PSL2 0 97.37� 0.73 wo (51 SNOW 0.73 0.73 0.73 0.73�w on 161 MD 40 12.00 26.40 7.60 01/10/2008 32 vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 3-5 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 JOB NAME:86657C FILE:fra_2.fra LOAD GROUP SCHEMATICS FRAME ID #03 LOCATION:frame lines 2 NOTE: All user loads are in kips and kip-ft. TIME:22:15:44 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (lJ DL II111 0.04 0.04 0.04 0.04 #A! [2) COLL 1.401I 0.18 rrrr 0.1$ 0.18 0.18 in [3) PSL1 0.73 - - 0.73 10 01/10/2008 31 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthoctu DATE: 1/ 9/08 PACE: 3-4 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 JOB NAME:86657C FILE:fxa-2.fra_- MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #03 LOCATION:frame lines 2 TIME:22:15:44 NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. OR REACTION NOTATIONS / NAR HL- -- Hl -• HR IVL � VI � VR LOAD COMBINATION MAXIMUM REACTION TABLE N� COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE 10.OX12.75XO.375 10.0X12.7_5X0.375 8.0X14.75X0.5 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL VL I LNL HR VR I LNR H1 V1 I LN1 GRAVITY LOAD COMBINATION __ 1 1.3 16.2 0.0 -1.0 11.7 0.0 -0.2 38.5 0.0 8 1.2 38.0 0.0 -1.7 32.91 0.0 0.5 96.1 0.0 2 0.7 9.2 0.0 -1.8 19.41 0.0 1.1 40.0 0.0 WIND LOAD COMBINATION 63 2.2 7.4 0.0 1.5 6.5 0.0 1.2 17.1 0.0 44 -2.3 20.9 0.0 -1.5 14.2 0.0 -1.1 46.7 0.0 68 2.0 38.1 0.0 -0.6 31.7 0.0 1.0 96.2 0.0 34 -2.3 -2.3 0.0 -1.5 -0.5 0.0 -1.1 -4.9 0.0 37 1.6_0.0 0.0 2.3 -2.6 0.0 1.0 -5.2 0.0 55 0.1 14.3 0.0 -2.5 18.7 0.0 0.0 46.0 0.0 65 0.1 36.9 0.0 -2.5 32.7 0.0 0.0 96.4 0.0 73 2.1 30.0 0.0 1.5 20.5 0.01 1.21 67.4 0.0 TRANSVERSE EARTHQUAKE LOAD C014BINATION _ 32 _ 3.5 U50. .9 30.5 0.0 3.7 99_5 0.0 23 -2.2 .2 21.1 0.0 -2.9 63.8 0.0 -2.0 2.1 3.6 0.0 -2.7 3.7 0.0 24 2.3 2.0 17.1 0.0 3.0 63.0 0.0 31 -1.5 3.8 35.0 0.0 -2.7 100.4 0.0 12 2.2 1.9 0.01 0.0 2.8 3.0 0.0 Lo SM-1 NATI9N__P_E$CRIi -00 1 DL +COLL +PSL1 +0.5PSL2 2 DL +COLL +0.5PSL1 +PSL2 8 DL +COLL +SNOW +MD +ML 11 0.84DL +EQ 12 0.84DL -EQ 23 1.3DL +EQ +1.3MD +ML 24 1.3DL -EQ +1.3MD +ML 31 1.3DL +1.3COLL +0.7SNOW +EQ +1.3MD +ML 32 1.3DL +1.3COLL +0.7SNOW -EQ +1.3MD +ML 34 0.67DL +WL1 37 0.67DL +WL3 44 DL +WL1 +MD +ML 55 DL +COLL +SNOW +0.5WL2 63 DL +0.5SNOW +WL4 65 DL +COLL +SNOW +0.5WL2 +MD +ML 68 DL +COLL +SNOW +0.5WL4 +MD +ML 73 DL +0.5SNOW +WL4 +MD +ML 01/10/2008 30 VJ Star BUi1diIIJ Sy.tem8 FRAME DESCRIPTION USER NAME:vjthottu DATE: 1/ 9/08 PAGE: 3-3 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28_/ 18.177 JOB NAME:86657C FILE:fra_2.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #03 LOCATION:frame lines 2 TIME:22:15:44 NOTE: All reactions are in kips and kip-ft. REACTION NOTATIONS wo HL-- --. Hl -- HR on � VL 1VI � VR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE . 10.OX12.75XO.375 10.OX12.75XO.375 8.0X14.75X0.5 on ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LNL HR VR LNR H1 V1 LN1 DL 0.1' 1.9 0.0 -0.1 2.1 0.0 0.0 3.9 0.0 COLL _0.2 2.7 0.0 -0.3 3.4 0.0 0.1 9.9 _ 0.0 -PH-1- 1.0 12.4 0.0 0.1 -1.0 0.0 -1.1 15.5 0.0 PSL2 -0.1 -1.6 0.0 -1.4 14.4 0.0 1.5 18.5 0.0 _SNOW 0.9 10.8 0.0 -1.3 13.4 0.0 0.4 33.9 0.0 MD 0.0 12.0 0.0 0.0 7.6 0.0 0.0 26.4 _0.0 LL 0.5 5.4 0.0 -0.6 6.7 0.0 0.2 17.0 0.0 ML 0.0 10.6 0.0 0.0 6.4 0.0 0.0 24.0 0.0 EQ -2.1 -2.2 0.0 -2.0 1.8 0.0 -2.7 0.4 0.0 WL1 -2.3 -3.5 0.0 -1.4 -2.0 0.0 -1.1 -7.6 0.0 - WL2 -2.2 -2.2 0.0 -1.6 -0.4 0.0 -1.1 -3.5 0.0 LWL1 1.1 -3.0 0.0 -1.0 -3.6 0.0 -0.1 -7.4 0.0 WL3 1.5 -1.2 _0.0 2.4 -4.0 0.0 1.0 -7.9 0.0 WL4 1.6 0.1 0.0 2 2 -2.4 0.0 1.0 -3.8 0.0 LQAD ¢RS�CJR DE$CRIPTIQDi DL Roof Dead Load COLL Roof Collateral Load PSL1 Pattern Snow Load [PSLXx] PSL2 Pattern Snow Load [PSLxx] SNOW Roof Snow Load MD Mezzanine Dead Load LL Roof Live Load ML Mezzanine Live Load EQ Lateral Seismic Load [parallel to plane of frame] WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load I�A1 llll 01/10/2008 29 VJ Stay' Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:15:44 PAGE: 3-2 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 18.177 20./ 70./ JOB NAME:86657C FILE:fra_2.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #03 LOCATION: frame lines 2 STANDARD NOTES: WEIGHT: 5335 lbs DETAIL FILE: \11-2-86657\ver01-vjthottunkal\Bldg-C\Drftg\x03R (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz, from eave) :8.5"-Z 2,94'4 11/1611,6@5' GIRTS (vert. from floor) :8.5"-Z 7'4",4',5'411,5'811(FLUSH) 8X0.3125 8X0.3125 8X0.3125 O.F. 0.25 0.1780 0.1780 _ WEB THK. 8X0.25 8X0.25 8X0.25 I.F. 14.054' 15'0" 10'0" 0.50 __ 12 5 'S 28'1 IS I 4 28' E.H. 's -� i � o io IX o m N I m X S F m - r O O O m W lfi N F 40 � H x Ix CONNECTION DETAILS Location 1 2 3 O 5 Web Dep. 12.0 12.0 N/A 23.5 23.5 Type BASE HORZ STF CAP (EXT) 3E/2E 3E/2E Plate(DN) 10.0X0.375 4.75x0.25 10.0X0.375 10.0x0.375 8.0x0.5 01/10/2008 Plate(UP N/A N/A N/A 8.0x0.375 8.0X0.5 28 VJ rBolts (4)-3/4 N/A N/A (10)-3/4 (10) -3/4 erns FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/ 9/08 TIME:22:15:44 PAGE: 3-1 a City, OK 73149 sms 80./ 28./ 18.177 20./ 70./ JOB NAME:86657C FILE:fra 2.fra INFORMATION FRAME ID #03 LOCATION: frame lines 2 STANDARD NOTES: DETAIL FILE: \11-B-86657\ver01-vjthottunkal\Bldg-C\Drftg\xO3L (1) All sectional dimensions are in inches. - PLATE:50, PIPE:42, TUBE:46, W.F. :50, FLG BRC:50, BOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. eave) :8.5"-Z 2 04'4 11/1611,6 @5' floor) :8.5"-Z 7'4",4',5'4",5'8"(FLUSH) BX0.25 8X0.25 8X0.25 I 0.25 0.1780 0.1780 �SXO 8X�5 ���8X0.25 ' 9-059' 50l IIIIII i i 5 r S S FS� Y rs 0 1 1 ` 1 m m I - M �I F �I N � N a s a 4170 37' 3 I ION DETAILS n 1 2 3) 4 OS 6 O7 12.0 12.0 N/A 23.5 23.5 14.0 14.0 BASE HORZ STF CAP (EXT)� 3E/2E 3E/2E BASE CAP/STF y)� 10.0X0.375 4.75X0.25 10.0X0.375 10.OX).375 8.0X0.5 8.0X0.5 8,0X0.375 01/10/2008 p} N/A N/A N/A 9-OXO.375 J 8.0X0.5 N/A 3.75X0.3125 27 (4)-3/4 N/A N/A � (10)-3/4 . (10)-3/4 (4)-3/4 j (8) -3/4 vi Star Building Systems FRAME DESCRIPTION USER NAME vjthottu DATE. 1/10/08 PAGE: 1-11 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra_l.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 1 ow NOTE: All user loads are in kips and kip-ft. TIME:14:48:58 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [16] EQ 0.39 0.7 - - 0.37 W 0.39 0.66 0.72 0.71 0.21 OW 1�! M� go 01/10/2008 26 VJ go Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 1-10 6600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra_l.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 1 NOTE: All user loads are in kips and kip-ft. TIME:14:48:58 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [133 LNL1 PM 0.07 0.07 _ 0.07 0.06 07 n- 4 -_L` -�T_Z1� �j 0.06 .0 0.06 .09 / 1 f 4. 3 0.06 :38 00: 0 [143 WL3 0.06 0.06 0.07_ _ 0.07 0.04 Q� t- t-t � �. rt_LZl._ 1��1 0.06 40 0.04 L 0.06 [153 WL4 0.03 0.04 _ 0.04 0.03 - 0.04 ._ - 0.06 - 0.04 L 0.06 Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 1-9 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra l.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 1 NOTE: All user loads are in kips and kip-ft. TIME:14:48:58 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE (10) ML {6.VL.80j 12.80 12.80 + 1 ! 3.30 ws ON uw (11] NLI 0.07 0.07 0.06 _ _ 0.06 0.06 (�T� T � - — �_.� �Zi} 0.04 qx I 0.06 0.04 40 ON (121 WL2 on 0.04 0.04 0.03 _ 0.03 0.06 ��� } ( SL. �..L���Q 0.04 0.06 0.04 01/10/2008 24 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 1-8 8600 S. 1-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra 1.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 1 NOTE: All user loads are in kips and kip-ft. TIME:14:48:58 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE f7l SNOW 0 31 0.31 0.31 0.31 III 40 (81 HD 40 7.E&.501 14.501 14.501 4.30 [9] LL 0.15 0.15 0.15 0.15 _- --------- _..----_.------ Star Building Systems FRAME DESCRIPTION USER NAME vjthottu DATE: 1/10/08 PAGE: 1-7 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME 86657C FILE:fra_I.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines 1 NOTE: All user loads are in kips and kip-ft. TIME:14:48:58 FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE [41 PSL2 0.31 0.31 ICI [5] PSL3 0 MIl�i����� 0.31 No #o on [6) PSL4 00 0.31�� 0.31 01/10/2008 22 vi Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: 1-6 8600 S. 1-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra—l.fra LOAD GROUP SCHEMATICS FRAME ID #01 LOCATION:frame lines I TIME:14:48:5B NOTE: All user loads are in kips and kip-ft. FOR REFERENCE ONLY. LOADS ARE INCLUDED IN THE REACTION TABLE on Ell DL on 0.02 0.02 0.02 0.02 [2] COLL 0.08 0.08 0.08 0.08 go qw 131 PSLI on o.31 IT 0.31 M. T wo 01/10/2008 21 vi - Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 PAGE: .1-5 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C FILE:fra_l.fra -- - ------_._...-------------- MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 1 TIME:14:48:58 NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS 11w kQALCOM���T_A_TI4NN I?L'�$�'R��� 3 DL +COLL +SNOW AIM 8 DL +COLL +SNOW +MD +ML 10 0.84DL +EQ 11 0.84DL +EQ 12 0.84DL -EQ !IR 28 1.3DL +1.3COLL -EQ +1.3MD +ML 29 1.3DL +1.3COLL -EQ +1.3MD +ML 31 1.3DL +1.3COLL +0.7SNOW +EQ +1.3MD +ML 32 1.3DL +1.3COLL +0.7SNOW -EQ +1.3MD +ML 34 0.67DL +WL1 36 0.67DL +LWL1 37 0.67DL +WL3 44 DL +WL1 +MD +ML 46 DL +LWL1 +MD +ML 47 DL +WL3 +MD +ML 60 DL +0.5SNOW +WL2 63 DL +0.5SNOW +WL4 65 DL +COLL +SNOW +0.5WL2 +MD +ML 68 DL +COLL +SNOW +0.5WL4 +MD +ML 01/10/2008 20 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE 1/10/08 PAGE: 1-4 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME:86657C PILE.fra 1.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 1 TIME:14:48:58 NOTES: (1) All reactions are in kips and kip-ft. (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. w REACTION NOTATIONS Z v> HL- H1 f H2 f H3 -- HR iVL 1V1 � V2 � V3 � VR LOAD COMBINATION MAXIMUM REACTION TABLE . COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 BASE PLATE 10.OX12.75XO.375 10.OX12.75XO.375 8.OXll.OX0.375 8.OX11.OX0.375 8.OXll.OX0.375 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD COMB HL I VL I LNL HR I VR I LNR H1 V1 LN1 H2 V2 I LN2 H3 I V3 I LN3 111► GRAVITY LOAD COMBINATION _ - 8 0.1 19.4 0.0 -0.1 12.1 0.0 0_0 33.9 0.0 0.0 36.4 0.0 0.0 37.81 0.0 W11W LOAD COMBINATION -- 63 1.2 3.6 0.0 1.3 1.1 0.0 0.0 2.3 0.0 0.0 3.8 0.0 0.0 5.5 0.0 44 -1.4 14.2 0.0 -1.2 9.5 0.0 0.0 26.4 0.0 0.0 27.4 0.0 0.0 25.8 0.0 68 0.7 19.9 0.0 0.6 11.4 0.0 0.0 32.9 0.0 0.0 36.1 0.0 0.0 38.0 0.0 34 -1.4 -0.9 0.0 -1.2 1.4 0.0 0.0 0.8 0.0 0.0 -0.5 0.0 0.0 -1.9 0.0 47 1.2 16.5 0.0 1.4 7.2 0.0 0.0 23.8 0.0 0.0 27.5 0.0 0.0 28.2 0. 60 -1.3 1.2 0.0 -1.2 3.4 0.0 0.0 4.9 0.0 0.0 3.7 0.0 0.0 3.1 0.0 65 -0.6 18.7 0.0 -0.7 12.6 0.0 0.0 34.2 0.0 0.0 36.1 0.0 0.0 36.8 0.0 37 1.2 1.4 0.0 1.4 -0.9 0.0 0.0 -1.8 0.0 0.0 -0.4 0.0 0.0 0.5 0.0 46 0.6 14.8 0.0 -0.7 8.0 D.0 0.0 25.5 -4.1 0.0 27.3 -4.1 0.0 27.1 -4.0 36 0.6 -0.3 0.0 -0.7 0.0 0.0 0.0 0.1 -4.1 0.0 -0.6 -4.1 0.0 -0.5 -4.0 TRANSVERSE EARTHQUAKE LOAD COMBINATION_ _ - 32 2.8 25.9 0.0 2.6 "50 0.3 31.8 0.0 0.4 40.0 0.0 0.4 45.9 0.0 31 -2.6 17.3 0.0 -2.7 -0.3 42.2 0.0 -0.4 39.6 0.0 -0.4 36.0 0.0 11 _-2.2 -2.4 _0.0 -2.2I -0.3 5.2 0.0 -0.4 1.0 0.0 -0.4 -2.7 0.0 12 2.2 4.5 0.0 2.1 0.3 -3.0 0.0 0.4 1.3 0.0 0.4 5.2 0.0 29 2.2 23.0 0.0 2.1 0.3 28.7 0.0 0.4 35.7 0.0 0.4 39.7 0.0 - 10 -2.2 -2.4 0.0 -2.1 -0.3 _5.2 0.0 -0.4 1.0 0.0 -0.4 2.7 0.0 28 2.6 23.7 0.0 2.5 0.3 27.9 0.0 0.4 35.7 0.0 0.4 40.5 0.0 PM MR 01/10/2008 19 VJ min III Star Building Systems FRAME DESCRIPTION: USER-NAME Vlthottu -DATE -1/10/08-- PAGE: 1-3 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 JOB NAME 86657C FILE•fra l.fra _ . SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 1 NOTE: All reactions are in kips and kip-ft. TIME:14:48:58 REACTION NOTATIONS No HL Hl f H2 f"'- H3 HR 1VL � Vl � V2 iV3 � VR !�1 LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 INTERIOR COLUMN 2 INTERIOR COLUMN 3 ON BASE PLATE 10.OX12.75XO.375 10.OX12.75XO.375 8.0X11.0X0.375 8.0X11.0X0.375 8.OX11.OXO.375 ANC. RODS (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 (4)-3/4 LOAD GROUP HL VL LNL HR VR I LNR H1 V1 LN1 H2 V2 LN2 H3 V3 LN3 DL 0.0 1.2 0.0 0.0 1.2 0.0 0.0 1.3 0.0 0.0 1.3 0.0 0.0 1.5 0.0 COLL 0.0 0.7 0.0 0.0 0.6 0.0 0.0 1.5 0.0 0.0 1.5 0.0 0.0 1.8 0_0 ------------- PSLl 0.1 2.9 0.0 -0.1 0.1 0.0 0.0 3.8 0.0 0.0 -0.5 0.0 0.0 0.0 0.0 ---- - --- PSL2 0.0 -0.2 0.0 0.0 0.0 0.0 0.0 2.9 0.0 0.0 2.8 0.0 0.0 -0.2 0. ------- PSL3 0.0 0.1 0.0 0.0 -0.4 0.0 0.0 -0.7 0.0 0.0 4.2 0.0 0.0 4.0 0. PS_L4 0.1 0.1 0.0 -0.1 2.9 0.0 0.0 0.0 0 0 0.0 -0.4 0.0 0.0 3.6 __ -SNOW 0.1 2.8 0.0 -0.1 2.6 0.0 0.0 5.9 0.0 0.0 6.1 0.0 0.0 7.3 0.0 ------------ - - -- -- - -- - -- MD 0.0 7.9 0.0 0.0 4.3 0.0 0.0 13.4 0.0 0.0 14.6 0.0 0.0 14.4 0.0 LL 0.0 1.4 0.0 0.0 1.3 0.0 0.0 3.0 0.0 0.0 3.0 0.0 0.0 3.6 0.0 __ - - - -- - ML 0.0 6.7 0.0 0.0 3.3 0.0 0.0 11.7 0.0 0.0 12.9 0.0 0.0 12.7 0.-- EQ -2.2 -3.4 0.0 -2.1 3.4 0.0 -0.3-4.10.0- -0.4 -0.2 0.0 -0.4 -3.9 0.0 WL1 -1.4 -1.8 0.0 -1.2 0.6 0.0 0.0 -0.1 0.0 0.0 -1.4 0.0 0.0 -2.9 0_0 WL2 -1.4 -1.4 0.0 -1.2 0.9 0.0 0.0 0.6 0.0 0.0 -0.7 0.0 0.0 -2.0 0.0 ON LWL1 0.6 -1.1 0.0 -0.7 -0.8 0.0 0.0 -0.9 -4.1 0.0 -1.5 -4.1 0.0 -1.5 -4.0 WL3 1.2 0.6 0.0 1.4 -1.7 0.0 0.OF-2.7 0.0 0.0 -1.3 0.0 0.0 -0.5 0.0 WL4 1.2 0.9 0.0 1.4 -1.4 0.0 0.0 2.0 0.0 0.0 -0.6 0.0 0.0 0.4 0.0 I Ie4A��JtRQ�►�DE$�R���N DL Roof Dead Load COLL Roof Collateral Load PSLl Pattern Snow Load [PSLxx] PSL2 Pattern Snow Load [PSLxx) PSL3 Pattern Snow Load [PSLxx] PSL4 Pattern Snow Load [PSLxx] SNOW Roof Snow Load MD Mezzanine Dead Load LL Roof Live Load ML Mezzanine Live Load EQ Lateral Seismic Load [parallel to plane of frame) WL1 Lateral Primary Wind Load WL2 Lateral Primary Wind Load LWL1 Longitudinal Primary Wind Load WL3 Lateral Primary Wind Load WL4 Lateral Primary Wind Load 01/10/2008 18 VJ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 TIME:14:48:58 PAGE: 1-2 8600 S". I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 20./ 70./ JOB NAME:86657C FILE:fra_l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 1 STANDARD NOTES: re in inche . DETAIL FILE: 1-B-86657\ver01-vjthottunka2\Bldg-C\Drftg\xO1R.1 ) n dimensions a WEIGHT: 5775 lbs G TIGHT (2) All Flange lengths are measured alongsouter flange. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F. :50, FLG BRC:50, BOLTS:A325 SNU PURLINS(horz. from eave) :8.5"-Z 2@4'4 11/1611,6 @5' GIRTS (vert. from floor) :8.5"-Z 7'4",4' ,5'4",5'8"(FLUSH) 8X0.25 8X0.25 8X0.25 8X0.25 IO.F. 0.1489 0.1489 0.1489 0.1489 !WEB TSK. 8X0.25 8X0.25 8X0.25 8X0.25 Z.F. 17.518' S'0" 10'0" 6.536' 0.50! 12 5 S S 5 S 4 28' E.H. S w O N r o X in o o X N J J N I V' m C N •f' m \ X o X r X o X m x m x \ x x H N H F a a x o J _ w m H �' o . Zo � 07 � 20' H r � x CONNECTION DETAILS Location 1 2 3 4 5 O 7 Web Dep. 12.0 12.0 NIA 23.5 23.5 10.5 10.5 Type BASE HORZ STF CAP (EXT) 2E/2E 2E/2E BASE CAP/STF Plate(DN) 10.0x0.375 4.75X0.25 10.0x0.375 10.0X0.375 8.0x0.375 8.0X0.375 8.0X0.375 01/10/2008 Plate(UP) N/A N/A N/A 8.0x0.375 8.0X0.375 N/A 3.75X0.3125 17 Bolts 2 vi 4 I (8)-3/4 (4 -3/4 (4)-1/ Star Building Systems FRAME DESCRIPTION: USER NAME:vjthottu DATE: 1/10/08 TIME:14:48:58 PAGE: 1-1 8600 S. I-35, Oklahoma City, OK 73149 sms 80./ 28./ 7.729 20./ 70./ JOB NAME:86657C FILE:fra_l.fra DESIGN AND ESTIMATION INFORMATION FRAME ID #01 LOCATION: frame lines 1 STANDARD NOTES: WEIGHT: 5775 lbs DETAIL FILE: 1-B-86657\verol-vjthottuakal\Bldg-C\Drftg\xClL.1 (1) All sectional dimensions are in inches. YIELD STRENGTH(ksi) - PLATE:50, PIPE:42, TUBE:46, W.F.:50, FLG BRC:50, SOLTS:A325 SNUG TIGHT (2) All Flange lengths are measured along outer flange. PURLINS(horz, from eave) :8.5"-Z 20414 11/16 11,605' GIRTS (vert, from floor) :8.5"-Z 7'4",4',5'4",5'8"(FLUSH) 25 X0. B XO.ZS 0x°.25 8X0.25 8 Note:-Rotate the interior column 90 degrees O.F. 8X0.25 0.1489 0.1489 0.1489 WEB THK. 0.1489 0.1499 8X0.25 9x0.25 exo.zs from standard and provide as endwall 8X0.25 I.F. 8X0.25 9.517' 8.001' columns with a single pair of stiffener over 6.536' I the column 12 5 28' E.H. (s s ( is s Is S r O n ry O K o ri 0 0 o �n w m w \ m v X o X X O X m m m m x m � X O X w E F W W N W 4J W .7 3 [# .7 3 cK X X o rl N O O x �_ 20' I 17• I 3' H 7 T 1 w w . w w 0 3 `" CONNECTION DETAILS ; Location 1 2 3 4 5 6 7 6 9 Web Dep. 12.0 12.0 N/A 23.5 23.5 10.5 10.5 10.5 10.5 Type BASE HORZ STF CAP (EXT) 2E/2E 2E/2E BASE CAP/STF BASE CAP/STF Plate(DN) 10.0X0.375 4.75X0.25 10.0X0.375 10.0X0.375 8.0X0.375 8.0X0.375 8.0X0.375 8.0X0.375 8.0X0.375 - 01/10/2008 Plate(UP) N/A N/A N/A 8.°x0.375 8.0x0.375 N/A 3.75X0.3125 N/A 3.75x°.3125 16 Bolts I (4)-3/4 N/A N/A (8)-3/4 (8)-3/4 (4)-3/4 (4)-1/2 (4)-3/4 (4)-1/2 vi BUILDING B Strut key: x=doub l e Z, xx=tr i p l e Z, o=pipe(WM) Bu i (der OMS -11VM39IS HAMPSHIRE CONSTRUCTI❑N C Job Nol 86657B run01 0 ,0E Version: ver01-vjthottunkal 0 'ST Mon Jan 7 14: 42: 23 2008 0 p 6 - --- 0 p lD N 1/2D � o Z O A o O J Z Ctl 0 I� Q m C_ Z r 3 LD -I O 00 ID rD ° z 1%2� ow r o d n ——— --- a 7 w z z 1/20 . --- --- o W 1/2 a_a --- -- x W o p � 1 2 Owner 15' 0 15"07 HAMPSHIRE CONSTRUCTION C 30' 0 NORTHAMPTON MA 01060 S I DEWA!_L SWA 01/10/2008 15 VJ BUILDING C Strut key: x=doubte Z, xx=tripte Z, o=pipe(WM) Builder CMS I-ldM3QIS HAMPSHIRE C❑NSTRUCTI❑N C Job No: 86657C run01 0 .0E Versions ver01-vjthottunkal 0 ,Si 0 ,Si v m rNV Mon Jan 7 12: 42: 56 2008 -s z .a m A 26' 4 E —22' 4 16' 8 1 1' 4 7 4 T T T o � \\\\\\\\\\\ o I I I I I ° 1/20 *'* o + + o I I I p +*+ tv I I I I I +.'+++ '.+ o o ri v 1 + + Z I i i l l 1/2 +i cu m + I I A + w �_ I I w t7 I I I I I `i s 1� � ©�- ° + + + + Z pq I I I I I 1/20 + � ca I I I ❑ ° O a +rr+ + + J I I I ~ ro 3 ID I I I I I 1/2m + + I I I Z cu Z Ul ° I I I I I ' w ++ + + W tz I I I I I MEZZAN I NE 1/20 + +, ,+ ° I I I o + I I I I I 1/24) + + b I I I cu -O 8 ,91 ti ,22 17 ,92 P.F. -- -— —— o -- -- 2 cL V- Co IT c �5-1/2 5-1/21 Owner N � ~� 15' 0 15' 0 HAMPSHIRE C❑NSTRUCTI❑N C 30' 0 NORTHAMPTON MA 01060 SIDEWALL SWA 01/10/2008 14 VJ go Star Building Systems, OKC, OK Page: 3 Design Summary Program User: vjthottunkal Job Number: 86657B 0" Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 02 :42 : 03 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-B\run0 ------------------------------------------------------------------------ No SIDEWALL PLANE SWC -- ( 0 . 000" Inset columns ) PANELS SMK26 WALL (STAR-MARK) GIRTS SPACINGS 7 ' 4 Bay Elev. Length Member Size Brace L Lap R Lap ## (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- ,�" 1 714 13 . 833 8 . 5257 None S 0 . 000 0 . 000 S 2 714 14 . 646 8 . 5Z57 None S 0 .000 0 .000 S ENDWALL PLANE EWB ---- Bearing Frame (BF) PANELS ----- SMK26 WALL (STAR-MARK) RAFTERS ----- Mem Description Length Start End ## Member Size Identification (ft) (ft) (ft) ------------------------------------------------------------- 1 W12X14 39 . 534 0 . 000 39 . 534 connections. . . Left : Type-V SEP Right: Type-II MEP 2 W12X14 39 . 534 39 .534 79 . 067 connections. . . Left : Type-II MEP Right: Type-V SEP Type-II MEP = ( 4) -1/2" A325N bolts w/ 3/8" Moment End Plate Type-V SEP = ( 4) -1/2" A325N bolts w/ 3/8" Shear End Plate Flange Braces at following purlins (horizontal distance from eave) PLANE SWC: At every other purlin beginning at eave OPEN AREAS: � Size Wall Distance 8010 x 1518 EWB 010 ENDWALL PLANE EWD ---- Non-Expandable Frame (SMS ) " OPEN TO EXISTING STAR BUILDING 10-B-68409 " FRAMES ----- Type Span Live Wind Eave Trib Frame Lines SMS 80 . 000 20 . 00/ 70 . 00 14 .00/ 14 .24 4 SMS 80 . 000 20 . 00/ 70 . 00 14 .00/ 8 . 08 5 so Note: Use square anchor bolt layout . �s 01/10/2008 13 VJ sp ew Star Building Systems, OKC, OK Page : 2 Design Summary Program User: vjthottunkal Job Number: 86657B wo Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: .02 :42 : 01 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-B\run0 -------------------------------------------------------- 1w ROOF PLANE ------- RPC on PANEL STS24 ROOF (STAR-SHIELD WITH 2 SCREWS PER CLIP) PURLIN SPACING 2 @4 . 3897 6 @5 ' 0 1 .2206 Bay Length Member Size Brace L Lap R Lap ## (ft) Identification Locations Exten Exten ---------------------------------------------------------- 1 15 . 000 8 . 5Z64 2 points S 0 . 000 2 . 083 C 2 15 . 000 8 . 5Z64 2 points C 2 . 083 0 . 000 S Purlin Web Stiffener @ Level 2-9 @ Frame Lines : 1-3 Purlin Anchorage Hdwe @ Level 2, 9 @ Frame Lines: 1-3 SWC Eave Strut @ 14 . 000 (ft) 8 . 5E75 @ Bays 1-2 ; SWA Eave Strut @ 14 . 000 (ft) 8 . 5E75 @ Bays 1-2; 4s BRACING ---- Roof : 1 bays rods Plane SWA :Building C Plane SWC :OBuilding C Plane EWB :Building C End Frame Plane EWD :End Frame SIDEWALL PLANE SWA -- ( 0 . 000" Inset columns ) on PANELS SMK26 WALL (STAR-MARK) GIRTS SPACINGS 7 ' 4 ON Bay Elev. Length Member Size Brace L Lap R Lap ## (ft-in) (ft) Identification Locations Exten Exten -------------------------------------------------------- 'n 1 714 14 . 646 8 .5Z57 None S 0 . 000 0 .000 S 2 714 13 . 833 8 .5Z57 None S 0 . 000 0 .000 S in qw w, 01/10/2008 12 VJ Star Building Systems, OKC, OK Page: 1 Design Summary Program User: vjthottunkal Job Number: 86657B + Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 02 :41 : 59 R:\Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-B\run0 ------------------------------------------------------------------------------- B U I L D I N G B D E S I G N S U M M A R Y R E P O R T BUILDING DATA Live Load: 20 . 00 psf SMS 8010 x 3010 x 1410 0 . 5 : 12 LL Reduction: NO Bays : 2 @1510 Roof Snow Load: 40 . 00 psf Wind Exposure Category: B Wind Load: 70 . 00 mph Seismic Coefficients : Av = 0 . 120 Aa = 0 . 120 Dead Load: 2 . 02 psf Collateral Load: 10 . 00 psf -------------------------------------------------------------------------------- Main Code Requirements Per: w 1997 Massachusetts State Building Code Windforce-resistance System Per: 1997 Massachusetts State Building Code Seismic-resistance System Per: 1997 Massachusetts State Building Code Cold-Formed Steel Design Spec: 1996 AISI Allowable Stress Design with 1999 Supplement Other Steel Design Spec: 1989 AISC Allowable Stress Design, 9th Edition Seismic Provision: 1997 AISC Seismic Provisions ew ROOF PLANE ------- RPA PANEL : STS24 ROOF (STAR-SHIELD WITH 2 SCREWS PER CLIP) PURLIN SPACING : 2 @4 . 3897 6 @5 ' 0 1 .2206 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 15 . 000 8 .5264 2 points S 0. 000 2 . 083 C 2 15 . 000 8 . 5Z64 2 points C 2 . 083 0 . 000 S Purlin Web Stiffener @ Level 2-9 @ Frame Lines : 1-3 Purlin Anchorage Hdwe @ Level 2, 9 @ Frame Lines: 1-3 01/1012008 11 VJ Star Building Systems, OKC, OK Page : 6 Design Summary Program User: vjthottunkal Job Number: 86657C Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 12 :42 : 47 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 ---------------------------------------------------------- ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: STRUT-TO-COLUMN CLIP COL. NO. ENDWALL FRAME LINE 3 PLANE SWA: 2 BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 :12 AND UNDER PC64 (0 .250011 ) (2) -1/2" A325N NO COLUMN EXTENSION 8 . 5C92 BRIDGE CHANNEL 3 BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 :12 AND UNDER PC64 (0 .250011 ) (2) -1/2" A325N NO COLUMN EXTENSION 8 . 5C92 BRIDGE CHANNEL 4 BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 :12 AND UNDER PC64 (0 .250011 ) (2) -1/2" A325N NO COLUMN EXTENSION w 8 . 5C92 BRIDGE CHANNEL PLANE SWC: FRAMES ----- Type Span Live Wind Eave Trib Frame Lines SMS 80 . 000 20 . 00/ 70 . 00 28 .00/ 7 .73 1 SMS 80 . 000 20 . 00/ 70 . 00 28 . 00/ 7 .73 3 SMS 80 . 000 20 . 00/ 70 . 00 28 . 00/ 14 .54 2 Note: Use square anchor bolt layout . go 01/10/2008 10 vi on Star Building Systems, OKC, OK Page: 5 Design Summary Program User: vjthottunkal Job Number: 86657C on Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 12 :42 :46 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 ------------------------------------------------------- tw ENDWALL PLANE EWD ---- Non-Expandable Frame (SMS ) go PANELS ----- SMK26 WALL(STAR-MARK) Girts Spacings 16 ' 8 5 ' 8 4 ' 0 Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten ----------------------------------------------------------- 1 1410 20 . 000 8 . 5C75 none S 0 .000 0 . 000 S 2 1410 23 . 000 8 .5C75 none S 0 . 000 0 . 000 S 3 1410 17 . 000 8 . 5C75 none S 0 .000 0 . 000 S 4 1410 20 . 000 8 . 5C75 none S 0 . 000 0 . 000 S 1 1618 20 . 000 8 . 5Z64 none S 0. 000 0. 000 S 2 1618 23 . 000 8 . 5Z72 none S 0. 000 0. 000 S 3 1618 17 . 000 8 . 5Z57 none S 0. 000 0 . 000 S "M 4 1618 20 . 000 8 .5Z64 none S 0. 000 0. 000 S 1 2214 20 . 000 8 . 5Z72 none S 0. 000 0. 000 S � 2 2214 23 . 000 8 .5Z80 none S 0. 000 0. 000 S 3 2214 17 . 000 8 . 5Z57 none S 0 . 000 0. 000 S 4 2214 20 . 000 8 .5Z72 none S 0. 000 0 . 000 S 1 2614 20 . 000 8 . 5Z57 none S 0. 000 0. 000 S 2 2614 23 . 000 8 . 5Z64 none S 0. 000 0. 000 S 3 2614 17 . 000 8 . 5Z57 none S 0 . 000 0 . 000 S 4 2614 20 . 000 8 . 5Z57 none S 0 . 000 0 . 000 S OPEN AREAS : Size Wall Distance e"w 8010 x 1410 EWD 010 COLUMNS ----- ( 0 . 0" Inset columns ) Col Description Base plate design information # Member Size Ident . Thickness & bolts --------------------------------------------------- B INTERIOR FRAME COLUMN C INTERIOR FRAME COLUMN D INTERIOR FRAME COLUMN M MR 01/10/2008 9 vi OR Star Building Systems, OKC, OK Page: 4 Design Summary Program User: vjthottunkal Job Number: 86657C am Design Summary Report Version: 3 .9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 12 :42 :45 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 ------------------------------------------------------------------------------- on Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten ,w,„ --------------------------------------------------------------------- 1 2214 20 . 000 8 . 5Z72 none S 0 . 000 0. 000 S 2 2214 17 . 000 8 .5257 none S 0. 000 0 . 000 S 3 2214 23 . 000 8 . 5280 none S 0. 000 0. 000 S 4 2214 20 . 000 8 .5272 none S 0. 000 0. 000 S 1 2614 20 . 000 8 . 5257 none S 0. 000 0. 000 S Nw 2 2614 17 . 000 8 . 5Z57 none S 0 . 000 0. 000 S 3 2614 23 . 000 8 . 5Z64 none S 0. 000 0 . 000 S 4 2614 20 . 000 8 .5Z57 none S 0. 000 0. 000 S COLUMNS ----- ( 0 . 0" Inset columns ) �w Coll Description Base plate design information # Member Size Ident . Thickness & bolts ---------------------------------------------------------------------- D INTERIOR FRAME COLUMN C INTERIOR FRAME COLUMN B INTERIOR FRAME COLUMN ENDWALL COLUMN TO BRIDGE CHANNEL CONNECTIONS: Mw STRUT-TO-COLUMN CLIP COL. NO. ENDWALL FRAME LINE 1 me --------- -------------------- PLANE SWC: D BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 :12 AND UNDER PC64 (0.250011 ) (2) -1/2" A325N NO COLUMN EXTENSION 8 . 5C92 BRIDGE CHANNEL C BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 :12 AND UNDER PC64 (0 .250011 ) (2) -1/2" A325N NO COLUMN EXTENSION 8 . 5C92 BRIDGE CHANNEL B BETWEEN PURLINS IN ZONE E, TYPE 1 CONN. , 2 : 12 AND UNDER ads PC64 (0 .250011 ) (2) -1/2" A325N NO COLUMN EXTENSION 8 .5C92 BRIDGE CHANNEL PLANE SWA: 01/10/2008 8 VJ 40 Star Building Systems, OKC, OK Page: 3 Design Summary Program User: vjthottunkal Job Number: 86657C *� Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time : 12 :42 :44 R:\Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 -------------------------------------------------------- SIDEWALL PLANE SWC -- ( 0 . 000" Inset columns ) w PANELS SMK26 WALL (STAR-MARK) GIRTS SPACINGS 7 ' 4 4 ' 0 5 ' 4 5 ' 8 on Bay Elev. Length Member Size Brace L Lap R Lap ## (ft-in) (ft) Identification Locations Exten Exten ---------------------------------------------------------- 1 714 14 . 542 8 . 5Z57 None S 0 . 000 0 . 000 S am 2 714 14 . 542 8 . 5Z57 None S 0 . 000 0 . 000 S 1 1114 14 . 542 8 . 5Z57 None S 0 . 000 0 . 000 S 2 1114 14 .542 8 .5Z57 None S 0 .000 0 . 000 S 1 1618 14 . 542 8 . 5Z57 None S 0 .000 0 . 000 S wr 2 1618 14 .542 8 .5Z57 None S 0 . 000 0 . 000 S 1 2214 14 .542 8 .5Z57 None S 0 .000 0 . 000 S 2 2214 14 . 542 8 . 5Z57 None S 0 .000 0 .000 S ENDWALL PLANE EWB ---- Non-Expandable Frame (SMS ) PANELS ----- SMK26 WALL (STAR-MARK) Girts Spacings 7 ' 4 4 ' 0 5 ' 4 5 ' 8 4 ' 0 ew Bay Elev. Length Member Size Brace L Lap R Lap ## (ft-in) (ft) Identification Locations Exten Exten ----------------------------------------------------- 1 714 20 . 000 8 .5Z72 none S 0 . 000 0. 000 S 2 714 17 . 000 8 . 5Z64 none S 0 . 000 0 . 000 S 3 714 23 . 000 8 . 5Z88 none S 0 . 000 0 . 000 S 4 714 20 . 000 8 .5Z72 none S 0 . 000 0 . 000 S 1 1114 20 . 000 8 .5Z64 none S 0 . 000 0 . 000 S 2 1114 17 . 000 8 .5Z57 none S 0 . 000 0 . 000 S 3 1114 23 . 000 8 .5Z80 none S 0 . 000 0 . 000 S 4 1114 20 . 000 8 .5Z64 none S 0 . 000 0 . 000 S 1 1618 20 . 000 8 .5Z72 none S 0 . 000 0 . 000 S 2 1618 17 . 000 8 .5Z57 none S 0 . 000 0 . 000 S 3 1618 23 . 000 8 .5Z88 none S 0 . 000 0 . 000 S 4 1618 20 . 000 8 .5Z72 none S 0 . 000 0 . 000 S 01/1012008 7 vi on Star Building Systems, OKC, OK Page: 2 Design Summary Program User: vjthottunkal Job Number: 86657C Mw Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 12 :42 :43 R:\Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 ------------------------------------------------------------------------- to ROOF PLANE ------- RPC PANEL STS24 ROOF (STAR-SHIELD WITH 2 SCREWS PER CLIP) PURLIN SPACING 2 @4 .3897 6 @5 ' 0 1 .2206 w Bay Length Member Size Brace L Lap R Lap ## (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 15 . 000 8 .5Z64 2 points S 0 . 000 2 . 083 C 2 15 . 000 8 . 5264 2 points C 2 . 083 0 . 000 S Purlin Web Stiffener @ Level 2-9 @ Frame Lines : 1-3 Purlin Anchorage Hdwe @ Level 2, 9 @ Frame Lines : 1-3 SWC Eave Strut @ 28 . 000 (ft) 8 . 5E75 @ Bays 1-2 ; SWA Eave Strut @ 28 . 000 (ft) 8 . 5E75 @ Bays 1-2 ; BRACING ---- Roof : 2 bays rods Plane SWA : Portal Frame Plane SWC :Portal Frame Plane EWB :End Frame Plane EWD :End Frame wo SIDEWALL PLANE SWA -- ( 0 . 000" Inset columns ) PANELS SMK26 WALL (STAR-MARK) on GIRTS SPACINGS 7 ' 4 4 ' 0 5 ' 4 5 ' 8 go Bay Elev. Length Member Size Brace L Lap R Lap # (ft-in) (ft) Identification Locations Exten Exten --------------------------------------------------------------------- 1 714 14 .542 8 .5Z57 None S 0 .000 0 .000 S 40 2 714 14 . 542 8 . 5Z57 None S 0 . 000 0 .000 S 1 1114 14 . 542 8 .5Z57 None S 0 .000 0 .000 S 2 1114 14 .542 8 . 5Z57 None S 0 .000 0 .000 S 40 1 1618 14 .542 8 .5Z57 None S 0 . 000 0 .000 S 2 1618 14 . 542 8 . 5Z57 None S 0 .000 0 .000 S w 1 2214 14 . 542 8 . 5Z57 None S 0 .000 0 .000 S 2 2214 14 . 542 8 . 5Z57 None S 0 .000 0 . 000 S ON 01/10/2008 6 VJ go Star Building Systems, OKC, OK Page: 1 Design Summary Program User: vjthottunkal Job Number: 86657C Design Summary Report Version: 2 . 9 run01 Date: 01/07/08 Manufacturing Plant - Elizabethton, TN Start Time: 12 :42 :42 R: \Jobs\Active\ENG\11-B-86657\ver01-vjthottunkal\Bldg-C\run0 ------ ------------------------------------------------------ B U I L D I N G C D E S I G N S U M M A R Y R E P O R T IN BUILDING DATA Live Load: 20 . 00 psf SMS 8010 x 3010 x 2810 0 . 5 : 12 LL Reduction: NO Bays : 2 @1510 No Bays : Snow Load: 40 . 00 psf Wind Exposure Category: B Wind Load: 70 . 00 mph Seismic Coefficients : Av = 0 . 120 Aa = 0 . 120 Dead Load: 2 . 02 psf Collateral Load: 10 . 00 psf Main Code Requirements Per: we 1997 Massachusetts State Building Code Windforce-resistance System Per: 1997 Massachusetts State Building Code Seismic-resistance System Per: qW 1997 Massachusetts State Building Code Cold-Formed Steel Design Spec : 1996 AISI Allowable Stress Design with 1999 Supplement Other Steel Design Spec: 1989 AISC Allowable Stress Design, 9th Edition Seismic Provision: 1997 AISC Seismic Provisions ON ROOF PLANE ------- RPA PANEL STS24 ROOF (STAR-SHIELD WITH 2 SCREWS PER CLIP) PURLIN SPACING 2 @4 . 3897 6 @5 ' 0 1 .2206 Bay Length Member Size Brace L Lap R Lap # (ft) Identification Locations Exten Exten ---------------------------------------------------------------- 1 15 . 000 8 .5Z64 2 points S 0 . 000 2 . 083 C ow 2 15 . 000 8 . 5264 2 points C 2 . 083 0 . 000 S Purlin Web Stiffener @ Level 2-9 @ Frame Lines : 1-3 ON Purlin Anchorage Hdwe @ Level 2, 9 @ Frame Lines : 1-3 w so 40 on 01/10/2008 5 VJ ON Star Building Systems N.O.Box Oklahoma City,,OK OK 73143 W 6/22/2007 rev3 (405)636-2010 1-800-879-7827 FAX(405)636-2419 Engineering Data 1) This structural design data includes magnitude and location of design loads and support conditions, material properties, and type and size of major structural members necessary to show compliance with the Order Documents at the time of this mailing. Final detailing has not been completed. Location of structural members may change during detailing. Any change to building loads or dimensions can change structural member sizes and locations shown here. This structural design data will be superseded and voided by any future mailing. Please check with your Star Builder Service Representative. 2) The reactions provided with this engineering data or with the F (anchor rod)drawings has been created with the following layout(unless noted otherwise). w a) Ructions are provided in two tables. The"Load Group"table provides the reactions for each load group. The"Maximum Reaction"table provides the maximum reactions for gravity, wind, and earthquake (seismic) load combinations that were used in the design of the anchor rods. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as if viewing the left side of the building, as shown on the anchor rod drawing, from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the low side column. (b) Right column is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. Rod spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are A36 or A307 material unless noted otherwise on the anchor rod layout drawing (F1 sheet). f) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBC and UBC based building codes,when x-bracing is present in the sidewall, individual longitudinal seismic loads(LEQ)do not include the amplification factor, Qo. (3) For IBC and UBC based building codes,when x-bracing is present in the endwall, individual transverse seismic loads(EQ) do not include the amplification factor, 520. �w to e� 01/10/2008 4 86005. 1-35, Oklahoma City, OK 73149 VJ w IN MR The material supplied by Star has been designed with the ww following minimum deflection criteria. The actual deflection may be less depending on actual load and actual member length. The frame sidesway for wind loading is based on a 10 year mean occurrence wind interval. BUILDING B Roof Purlins Wall Panels Live _L / 240 Total Wind _L / 60 Snow___ __L / 240 Wall Girts Wind / 240 Total Wind _L / 90 Total Gravity_L / 180 Endwall Columns go Total Wind L / 90 Roof Rafters Frame/Portal Frame Sidesway Live L / 240 Frame Live_ H / 60 Snow L / 240 Frame Snow _H / 60 Wind L / 240 Frame Wind H / 60 Total Gravity_L / 180 Frame Seismic H / 50 Frame Crane ___N / A Roof Panels Frame Total Wind H / 60 Live _L / 60 Frame Total Seismic / 50 Snow L / 60 Frame Total Gravity_H / 60 Total Uplift__L / 60 BUILDING C Roof Purlins Wall Panels Live L / 240 Total Wind L / 60 Snow _L / 240 Wall Girts Wind / 240 Total Wind_ _ L / 90 Total Gravity_L / 180 Endwall Columns Total Wind L / 90 Roof Rafters Frame/Portal Frame Sidesway Live L / 240 Frame Live H / 100 no Snow _L / 240 Frame Snow H / 100 Wind L / 240 Frame Wind H / 100 Total Gravity_L / 180 Frame Seismic H / 100 Frame Crane N / A Roof Panels Frame Total Wind H / 100 Live _L / 60 Frame Total Seismic_H / 100 Snow _L / 60 Frame Total Gravity_H / 100 Total Uplift_L / 60 Portal Total Wind_ H / 100 Portal Total Seismic_H / 100 All deflection and sidesway limits shown are at service loads unless indicated otherwise. go 00 01/10/2008 3 vi NNW Bracing size" as noted on Engineering documents and Erection drawings denotes thread diameter for rod bracing and wire strand cable diameter for wire strand cable bracing. All bolted joints with A325 Type 1 bolts are specified as snug-tightened joints in accordance with the "Specification for Structural Joints Using ASTM A325 or A490 Bolts, June 23, 2000" . Pretensioning methods, including turn-of-nut and calibrated wrench wA are NOT required. The application of mezzanine loads different from those described in the design criteria could void warranties and certifications as they g" apply to the material supplied by Star. The collateral load shall be attached to the bottom chord of the bar go joists at panel points only. The application of Roof Top Unit loads greater than those described below will void warranties and certifications as they apply to the No material supplied by Star. Roof Top Unit loads are to be supported by a minimum of two support beams . Roof panel shall not attach to the support beams 40 BUILDING B 1) 1400 lbs RTU #1 located @ 21 ' -6 from Endwall B and 30' -0 Sidewall A 2) 1400 lbs RTU #2 located @ 21 ' -6 from Endwall B and 43' -0 Sidewall A BUILDING C 3) 1400 lbs RTU #3 located @ 21 ' -6 from Endwall B and ON 43' -0 Sidewall A e� 01/10/2008 2 VJ 40 on Star Building Systems Engineering Services on Design Criteria Job Number: 11-B-86657 Building Code Massachusetts State Building Code Building End Use Manufacturing - Production Impact Loads None Dead Load (Star Material) 2. 0 psf (Average weight of panels + purlins) Collateral Loads 10. 0 psf (total) Sprinkler 5. 0 psf Ceiling 5. 0 psf Lights 0.0 psf Other 0. 0 psf Hanging loads can not be attached to the purlin lip. Loads are to be attached to the purlin web. Fixed Service Equipment (3) 1400. 0 lbs (Roof Top Units) Mezzanine Dead Load 50. 0 psf Mezzanine Live Load 80. 0 psf Mezzanine Collateral Load 10. 0 psf Mezzanine Partition Load 20. 0 psf Snow Load Zone 4 . 0 Snow Load 40 . 0 psf on Wind Load Zone 1. 0 Wind Load 70. 0 mph Reference Wind Pressure 12 . 0 psf go Wind Exposure B Building Designed Enclosed Seismic Values Av = 0. 12 PW Aa = 0. 12 Seismic Hazard Exposure Group 1 0, Soil Site S4 2. 00 on ,a 0,V10/2008 VJ PR A. STAR BUILDING SYSTEMS „ P. O. Box 94910 Oklahoma City,OK 73143-4910 40 405-636-2010 FAX 405-636-2419 January 15, 2008 HAMPSHIRE CONSTRUCTION CO INC PO BOX 327 NORTH HATFIELD, MA 01066 ■s Subject: MICROCAL, LLC NORTHAMPTON, MA (B) SMS 80'-0" x 30'-0" x 14'-0" Is MW 2 @15'-0", Bay Spacings (C) SMS 80'-0" x 30'-0" x 28'-0" Is 2 @15'-0", Bay Spacings Will Star Job Number 11-B-86657 Gentlemen: 40 This is to certify that materials for the subject structure have been designed in accordance with the order documents, specifically as shown per the attached Engineering Design Criteria Sheet. Ila Aspects of code compliance as related to use or occupancy, such as sprinkler requirements, are not addressed by these documents. The materials for this building have been designed in general accordance with the 9th edition, AISC Steel ill Construction Manual and 1996 AISI Cold Formed Steel Design Manual with 1999 addendum. Star Building Systems is certified by AISC in Category MB. These structural components have been designed at the Oklahoma City, OK, facility and will be fabricated at one or more of the following AISC certified locations: Monticello, IA; Lockeford, CA; or Elizabethton, TN. These materials, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the attached loading requirements without exceeding the allowable working stress. This certification does not cover field modifications or the design of materials not furnished by Star Building Systems. The attached calculations are to remain with and form part of this Letter of Certification. w These calculations and the metal building they represent are the product of Star Building Systems or a division of its affiliate NCI Building Systems. The engineer whose seal appears hereon is employed by either Star Building Systems or a division of its affiliate NCI Building Systems and is not the engineer of record for this project. Cordially, STAR BUILDING-SYSTEMS Materials Metal Builds An N ompany E, t r ust� in L. Cole, P.E. Director of Engineering ,yGERT/y�� /td 8600 South Interstate 35,Oklahoma City, OK 73149 r CATFGoM(:lf0 M icroCal , LLC ENGINEERING AND PRODUCT DATA A . STAR BUILDING SYSTEMS 31. The water quality Swale shall be inspected once per year by a qualified person, and a report sent to the Conservation Commission no later than May 15th. Sediments and bottom vegetation shall be removed as necessary,based on the report. 32. The parking area shall be swept four times per year at least once in the fall and once in 15t".espring and receipts sent to the Conservation Commission annually, no later than May EROSION AND SEDIMENTATION CONTROL: 25. Areas of construction shall remain in a stable condition at the close of each work/construction day: 1. Erosion controls shall be inspected at this time, and after each rainstorm. 2. Any entrapped silt shall be removed to an area outside of the buffer zone and wetland resource areas. 3. Any breaches in the siltation barriers shall be repaired prior to leaving the site for the day. 4. All erosion controls must be maintained or reinforced to meet specifications in the plans and this order and shall be replaced as necessary. 5. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement. The stockpiles equipment shall include materials to repair silt fences; haybales, or any other devices planned for the control of erosion at the site. 26. The applicant shall use an armored silt fence, with fabric trenched in and straw bales on the wetland side of the fence, two stakes per bale, for erosion control. 27. Orange construction fencing shall be installed in front of the erosion control barrier to clearly mark the limit of work line. 28. Erosion controls shall remain in place until successful revegetation of the site and approval by the Conservation Commission or agent. POST CONSTRUCTION SUBMITTALS & WORK IN BUFFER ZONE: 29. If checked: [X] YES Upon completion of the work covered by this Order, the applicant shall submit an as-built plan, signed and stamped by a registered professional engineer or land surveyor, together with a written request for a Certificate of Compliance. The plan and written request shall specify any ways that the completed project differs from the plans referenced in the Order. The as-built plan shall include, at a minimum, and as applicable to the project: elevations of all pipe inverts and outlets,pipe sizes,materials, and slopes; all other drainage structures; limits of clearing, grading, and fill; all structures, pavement, and contours within 100 feet of wetland boundaries; all alterations within the wetland resource areas; all wetland replication areas; and all dates of fieldwork. 30. Applicant shall plant irises, in addition to Restoration Mix, in water quality swale. "ATTACHMENT A" 18. The owner of the property described in this Order must advise any potential buyer of the property that any construction or alteration to said property, including brush cutting or clearance, may require approval by the Northampton Conservation Commission. Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall contain language similar to the following: "This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands Protection Act. Any construction or maintenance work performed on this property requires an Order of Conditions, and/or a Determination of Applicability from the Northampton Conservation Commission. 19. A copy of this Order and associated plans shall remain on site during all construction and/or building activities. The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 20. All required permits must be obtained from the Army Corp of Engineers (Section 404, Water Quality Certification), Planning Board, Zoning Board, Department of'Public Works, or Building Inspector prior to the start of projects involving fill within any wetland resource area; 21. No disposal of soils or other materials shall be allowed within: a 100-year floodplain; 40 feet of the 100-year floodplain elevation; any wetland; or any area within 100-feet of a wetland, unless such areas are specifically approved by the Commission, in accordance with 310 CMR 10.00, and City of Northampton Ordinances - Chapter 24; 22. All revised plans,referenced within this Order of Conditions, shall be approved by the Conservation Commission and incorporated into this Order by reference and shall be followed during the course of construction. 23. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are as follows: #31 and 32 . 24. Prior to the start of any site work, excavation or construction, a preconstruction conference shall be held on the site,between the contractor conducting the work,the site/project engineer, the applicant, and a member or agent of the Conservation Commission, in order to ensure that the requirements of this Order are understood by all parties. Prior to the pre-construction meeting, all erosion control devices must be installed, also. Massachusetts Department of Environmental Protection DEPFaeNumber: Bureau of Resource Protection - Wetlands 246-522 WPA Form 5 - Order of Conditions Provided byDEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Recording Information (cont.) Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission. --------------------------------------------------------------------------------------------------------------------------- To: Conservation Commission Please be advised that the Order of Conditions for the Project at: Project Location DEP File Number Has been recorded at the Registry of Deeds of: County Book Page for: Property Owner and has been noted in the chain of title of the affected property in: Book Page In.accordance with the Order of Conditions issued on: Date If recorded land, the instrument number identifying this transaction is: Instrument Number If registered land, the document number identifying this transaction is: Document Number Signature of Applicant WPA Form 5 Page 7 of 7 Rev.02100 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection -Wetlands 246-522 WPA Form 5 - Order of Conditions Provided by DEP w Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office'to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Order.A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations, the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Conservation Commission WPA Form 5 Page 6 of 7 Rev.02/00 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions#4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the,appr ria a Department of Environmental Protection Regional Office (see Ap ndix A) and the property ner(if different from applicant). Sign to es, On AAA-A Of uu/ Day 0 Month an ea f,R flJV l�kvs before me personally appeared ° to me known to be the person described in and who executed the foregoing instrumen acknowledged that he/she executed the same as his/her free act and deed. n IIIIIIt11tINte;�, '/�0� Notary ublic My Oomm� is o Expires This Order is issued to the applicant as follows: ❑ by hand delivery on by certified mail, return receipt requested, on _ L Date Date Wpaform5.doc-rev.12/15100 Page 5 of 7 Massachusetts Department of Environmental Protection DEP File"umber: U9Bureau of Resource Protection - Wetlands 246-522 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the property subject to this Order and to any contractor or other person performing work conditioned by this Order. 16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed.The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission,which reserves the right to require additional erosion and/or damage prevention controls it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. Special Conditions (use additional paper, if necessary): See"Attachment A"for additional conditions Findings as to municipal bylaw or ordinance Furthermore, the hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Name Municipal Ordinance or Bylaw Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Name Municipal Ordinance or Bylaw The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above.To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. WPA Form 5 Page 4 of 7 Rev.02/00 In 1111 11 1 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 246-522 WPA Form 5 Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance. If this Order is intended to be valid for more than three years, the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land,the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection" [or, VA DEP'J "File Number 246-522 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order,the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A)to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal.of any data deemed necessary by the Conservation Commission or Department for that evaluation. WPA Form 5 Page 3 of 7 Rev.02!00 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 246-522 WPA Form 5 - Order of Conditions Provided by DEP r Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing,this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat ® Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project,as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above.This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above.Therefore,work on this project may not go forward unless and until a new Notice of Intent is submitted which provides measures which are adequate to protect these interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore,work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued.A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. WPA Form 5 Page 2 of 7 Rev.02/00 41 Zl\ Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands 246-522 WPA Form 5 - Order of Conditions Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 C� A. General Information Important: When filling From: out forms on Northampton the computer, Conservation Commission use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ Amended Order of Conditions To: Applicant: Property Owner(if different from applicant): MicroCal, LLC Name Name 22 Industrial Drive East Mailing Address Mailing Address Northampton MA 01060 City/Town State Zip Code City/Town State Zip Code 1. Project Location: 22 Industrial Drive East Northampton Street Address City/Town 19 12 Assessors Map/Plat Number Parcel/Lot Number 2. Property recorded at the Registry of Deeds for: Hampshire 137 19 County Book Page Certificate(if registered land) 3. Dates: June 19, 2003 July 24, 2003 July 28, 2003 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Proposed Building Addition, MicroCal 6/16/03 Title Date 5, Final Plans and Documents Signed and Stamped by: New England Environmental, Inc. Name 6. Total Fee: $500.00 (from Appendix B:Wetland Fee Transmittal Form) WPA Forth 5 Page 1 of 7 Rev.02100 C PAGE 3 07/31/03 11:58:01 AM NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD PARCEL ID180--055=001 00137 DAMON RD PLOT: Living Units: 16 Class: C 031 Card # 3 of CURRENT OWNER/ADDRESS ZONING: URA Neighborhood 304.00 FINAL VALUE FLAG: MAN OVRRIDE BOYL&RICHARD-R: LAND DATA -ASSESSMENT INFORMATION - 179A NORTHAMPTON ST TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT EASTHAMPTON MA 01027 LAND ########## 299,910 BLDG 2,311,700########## 2,197,940 2,136,090 TOTAL 2,736,000########## 2,436,000 2,436,000 SALES INFORMATION DEED BOOK: 2355 TOTAL ACREAGE: TOTAL LAND VALUE: 299,910 DATE TYPE PRICE VALIDITY DEED PAGE: 054 DEED DATE: LAST UPDATE: G 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD CP6 600 1 1 01 TO 01 34 CONC. BLOCK HOT AIR CENTRAL 7500 54.43 408,240 .67 273,530 02 TO 03 81 CONC. BLOCK HOT AIR CENTRAL 7500 131.83 988,720 .67 662,440 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 3 YEAR BUILT 1985 TOTAL UNADJ RCN 776,090 # UNITS 22 TOTAL UNADJ.RCNLD 1,010184008 QUALITY GRADE C+ GRADE FACTOR 1 # IDENT UNITS # EFFICIENCIES FUNC/ECON FACTOR 1,1111920 # 1-BEDROOMS 16 RCNLD # 2-BEDROOMS # 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. PA1 30000 1 1984 NORMAL NORMAL 33,750 150 NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 50 35FR OTHER IMPROV TOTAL OBY/YARD VALUE: 33,750 INCOME APPROACH SUMMARY: a TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT ` INCOME INDICATED VALUE: .000 PAGE 2 07/31/03 11:58:00 AM NORTHAMPTON MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD , PARCEL ID:rrf8Dwa055.-001 00137 DAMON RD PLOT: Living Units: 16 Class: C 031 Card # 2 of CURRENT OWNER/ADDRESS ZONING: URA Neighborhood 304.00 FINAL VALUE FLAG: MAN OVRRIDE BOYLE'RIC,HARD R ' LAND DATA -ASSESSMENT INFORMATION- 179A NORTHAMPTON ST TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT EASTHAMPTON MA 01027 LAND ########## 299,910 BLDG 2,311,700###',####### 2,197,940 2,136,090 TOTAL 2,736,000########## 2,436,000 2,436,000 SALES INFORMATION DEED BOOK: 2355 TOTAL ACREAGE: TOTAL LAND VALUE: 299,910 DATE TYPE PRICE VALIDITY DEED PAGE: 054 DEED DATE: f LAST UPDATE: % 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD CP6 480 1 1 01 TO 01 34 CONC. BLOCK HOT AIR CENTRAL 6000 53.84 323,050 .65 209,990 OD1 96 1 1 02 TO 02 11 FRAME HOT AIR CENTRAL 6000 59.24 355,430 .65 231,030 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 2 YEAR BUILT 1984 TOTAL UNAOJ RCN 376,930 # UNITS 10 TOTAL UNADJ.RCNLD 476130008 QUALITY GRADE C+ GRADE FACTOR 1 # IDENT UNITS # EFFICIENCIES FUNC/ECON FACTOR 1.10 # 1-BEDROOMS 6 RCNLD 523,930 # 2-BEDROOMS # 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. 120 NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 50 2sFR OTHER IMPROV TOTAL OBY/YARD VALUE: 22,500 INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT INCOME INDICATED VALUE: .000 r PAGE 1 07/31/03 11:58:00 AM NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD PARCEL 10:T_ 055,001 00137 DAMON RD PLOT: Living Units: 16 Class: C 031 Card # 1 of 3 CURRENT OWNER/ADDRESS ZONING: URA Neighborhood 304.00 FINAL VALUE FLAG: MAN OVRRIDE BOYLE RICHARD R.# LAND DATA -ASSESSMENT INFORMATION- "712 l t✓K- 179A NORTHAMPTON ST �, TYPE SIZE INFLUENCE FACTORS LAND VALUE �,--`.fr�o �=--� PRIOR COST INCOME CURRENT EASTHAMPTON MA 01027 LAND ########## 299,910 PRIME SITE 3.020 299,910 BLDG 2,311,700999#9##### 2,197,940 2,136,090 TOTAL 2,736,000########## 2,436,000 2,436,000 SALES INFORMATION DEED BOOK: 2355 TOTAL ACREAGE: TOTAL LAND VALUE: 299,910 DATE TYPE PRICE VALIDITY DEED PAGE: 054 DEED DATE: LAST UPDATE: Z 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD OD1 8 8 1 01 TO 01 34 CONC. BLOCK HOT AIR CENTRAL 11000 53.69 590,580 .64 377,960 CP6 1200 1 1 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1983 TOTAL UNADJ RCN 328,100 # UNITS 6 TOTAL UNADJ.RCNLD 408 200 QUALITY GRADE C+ GRADE FACTOR 1.08 # IDENT UNITS 1 # EFFICIENCIES FUNC/ECON FACTOR 1.10 # 1-BEDROOMS RCNLD 449,020 # 2-BEDROOMS # 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: i DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. PA1 36000 1 1983 NORMAL NORMAL ,33,750 KF1 36 1 1999 NORMAL NORMAL 81070 MS1 1500 1 1999 NORMAL NORMAL 15,000 220 NONE NONE NONE NONE NONE NONE 50 ISCB OTHER IMPROV MSI=SIGNS TOTAL OBY/YARD VALUE: 56,820 INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT INCOME INDICATED VALUE: .000 PAGE 1 07/31/03 11:57:36 AM NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD PARCEL ID: 061-00 INDUSTRIAL DR PLOT: Living Units: 0 Class: I 400 Card # 1 of 1 CURRENT OWNER/ADDRESS ZONING• GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE RESTER JOHN:H,JR', LAND DATA ASSESSMENT INFORMATION- 200 MIDDLESEX TURNPIKE F f� TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT BURLINGTON MA 01803 LAND ########## 150,800 PRIME SITE 2.000 107,200 BLDG 384,700 372,600 384,700 UNDEVELOPED 1.490 43,600 TOTAL 535,500########## 535,500 535,500 SALES INFORMATION DEED BOOK: 3604 TOTAL ACREAGE: 3.490 TOTAL LAND VALUE: 150,800 DATE TYPE PRICE VALIDITY DEED PAGE: 207 DEED DATE: --AST UPDATE: % 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GO RCNLD SS1 15500 1 1 01 TO 01 82 CONC. BLOCK HOT AIR CENTRAL 3000 277.52 832,590 .72 599,470 OD3 64 1 3 M1 TO M1 84 NONE NONE 3000 5.18 15,550 .72 11,200 OD3 100 1 1 01 TO 01 45 METAL-LIGHT NONE NONE 12500 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1978 TOTAL UNADJ RCN 471,190 # UNITS TOTAL UNADJ.RCNLD 339 260 QUALITY GRADE C GRADE FACTOR x.00 # IDENT UNITS 1,00 # EFFICIENCIES FUNC/ECON FACTOR 339,260 # 1-BEDROOMS RCNLD # 2-BEDROOMS # 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GO VALUE OR SIZE BUILT COND. UTIL. FN1 400 1 1978 NORMAL NORMAL 1,930 PA1 27000 1 1978 NORMAL NORMAL 30,380 MS1 1000 1 1978 NORMAL NORMAL 1,000 NONE NONE NONE NONE 80 NONE NONE OTHER IMPROV MSI=SIGN 100 TOTAL OBY/YARD VALUE: 33,310 INCOME APPROACH SUMMARY: 100 TOTAL RENTABLE SQUARE FEET: 2 75 0 INCOME ADJUSTMENT • INCOME INDICATED VALUE: .000 07/31/03 12:16:01 PM PAGE 1 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL IO. 81{001:. 00115 INDUSTRIAL DR PLOT: Living Units: 0 Class: I 400 Card 1 of 1 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE SWAM LtC..,�' LAND DATA -ASSESSMENT INFORMATION- PRIOR 115 INDUSTRIAL DR H A �, TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT NORTHAMPTON MA 01060 LAND 129 PRIME SITE 2.500 129,000 TOTAL 720,800 682,500 682,0500 SALES INFORMATION DEED BOOK: 6464 TOTAL ACREAGE: 2.500 TOTAL LAND VALUE: 129,000 DEED PAGE: 34 DATE TYPE PRICE VALIDITY DEED DATE: 20011214 - 20011214 LAND + BLD 753,091 B AST UPDATE: % 2D+07/ 19771101 LAND ONLY 25,000 0 ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN 7 GD RCNLD SS1 18277 1 1 01 TO O1 44 CONC. BLOCK UNIT HEATNONE 15319 59.80 916,040 .68 622,910 OD3 216 1 1 01 TO O1 82 CONC. BLOCK HOT AIR CENTRAL 2958 138.87 410,780 .68 279,320 OD3 144 1 1 TO NONE NONE OD3 108 1 1 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1978 TOTAL UNADJ RCN 737,120 # UNITS TOTAL UNADJ.RCNLD 501 240 QUALITY GRADE C GRADE FACTOR x.00 # IDENT UNITS 1 EFFICIENCIES FUNC/ECON FACTOR 1.00 1-BEDROOMS RCNLD 501,240 2-BEDROOMS 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: 39 DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. 9 GD VALUE OR SIZE BUILT COND. UTIL. PA1 18000 1 1985 NORMAL NORMAL 20,250 50 RS1 1800 1 1985 NORMAL NORMAL 22,020 RS1 480 1 1985 NORMAL NORMAL 5,540 NONE NONE 40 118 NONE NONE NONE NONE OTHER IMPROV 50 TOTAL OBY/YARD VALUE: 47,810 39 oFF.CF 39 INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: 50 121 INCOME ADJUSTMENT oFFtcz 28 INCOME INDICATED VALUE: .000 46 07/31/03 12:15:40 PM PAGE 1 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL IDOL1=001 00032 INDUSTRIAL DR PLOT: Living Units: 0 Class: C 340 Card # 1 of 1 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE UNTLEY SNDRA J i 'CALMER F1 JR LAND DATA A.,v :S AND' ,.. .. .., -ASSESSMENT INFORMATION- 32 INDUSTRIAL DR EAST TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT NORTHAMPTON MA 01060 LAND 126 820 500000M PRIME SITE 2.450 126,820 BLDG 0TAL 1,425,400 1',302,400 1,302,400 SALES INFORMATION DEED BOOK: 6086 TOTAL ACREAGE: 2.450 TOTAL LAND VALUE: 126,820 DATE TYPE PRICE VALIDITY DEED PAGE: 99 DEED DATE: 20001212 AST UPDATE: 9 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN 7 GD RCNLD B1 TO B1 82 HOT AIR CENTRAL 4620 64.44 297,720 .74 220,320 B1 TO B1 84 HOT AIR CENTRAL 2380 31.95 76,050 .74 56,290 O1 TO O1 53 FRAME HOT AIR CENTRAL 7000 89.69 627,860 .74 464,620 02 TO 02 53 FRAME HOT AIR CENTRAL 7000 87.98 615,890 .74 455,760 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE YEAR BUILDING 1986 TOTAL UNADJ RCN 898,620 # UNITS TOTAL UNADJ.RCNLD 11196 980 QUALITY GRADE C GRADE FACTOR x.00 # IDENT UNITS 1 EFFICIENCIES FUNC/ECON FACTOR 1.00 1-BEDROOMS RCNLD 1,196,980 2-BEDROOMS 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. 7, GD VALUE OR SIZE BUILT COND. UTIL. PA1 20000 1 1986 NORMAL NORMAL 23,400 NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE OTHER IMPROV TOTAL OBY/YARD VALUE: 23,400 INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT INCOME INDICATED VALUE: .000 07/31/03 11:57:18 AM PAGE 1 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 11 1998 PARCEL ID:M 00099 INDUSTRIAL DR PLOT: Living Units: 0 Class: I 401 Card # 1 of 1 . -... CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE FI NN':STEPHEN;`C '1` LAND DATA „_ -ASSESSMENT INFORMATION- P.O.BOX 30 TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT NORTHAMPTON MA 01061-0030 LAND ########## 129,000 PRIME SITE 1.500 85,400 BLDG 1,382,700########## 1,594,100 1,424,200 UNDEVELOPED 2.460 43,600 TOTAL 1,429,000########## 1,553,200 1,553,200 SALES INFORMATION DEED BOOK: 5343 TOTAL ACREAGE: 3.960 TOTAL LAND VALUE: 129,000 DEED PAGE: 308 DATE TYPE PRICE VALIDITY DEED DATE: " 19980401 LAND + BLD 130,115 B LAST UPDATE: % 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD SS1 42100 1 1 01 TO 01 45 METAL-LIGHT HOT AIR NONE 39844 49.23 1,961,680 .79 1,549,730 CP6 300 1 1 01 TO 01 82 METAL-LIGHT HOT AIR CENTRAL 5720 120.89 691,490 .79 546,280 OD1 140 1 8 TO NONE NONE OD1 80 1 6 TO NONE NONE OD1 48 1 2 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1984 TOTAL UNADJ RCN 1,473,980 # UNITS TOTAL UNADJ.RCNLD 1,164 450 QUALITY GRADE C GRADE FACTOR i.00 # IDENT UNITS 1 # EFFICIENCIES FUNC/ECON FACTOR 1.35 # 1-BEDROOMS RCNLD 1,572,010 # 2-BEDROOMS # 3-BEDROOMS 100 lsMrL OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. 52 94 PA1 15000 1 1984 NORMAL NORMAL 16,880 AP1 200 1 1984 NORMAL NORMAL 1,890 510 1sMTL NONE NONE NONE NONE NONE NONE 100 NONE NONE OTHER IMPROV TOTAL OBY/YARD VALUE: 22,130 INCOME APPROACH SUMMARY: 200 1SMTL TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT ' S 16 INCOME INDICATED VALUE: .000 PAGE 1 07/31/03 12:16:20 PM COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL ID Rw179-00f.1! INDUSTRIAL DR PLOT: Living Units: 0 Class: I 402 Card # 1 of 1 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE ODE ,LIMITEO. PARTNERSHIP I LAND DATA -ASSESSMENT INFORMATION- 120 MUNROE ST TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT LYNN MA 01901 LAND ## ## # # 150,800 PRIME SITE 2.000 107,200 BLDG 1,032,500 1,050,410 1,388,000 UNDEVELOPED 3.510 43,600 TOTAL 1,260,400 1,538,800 1,538,800 SALES INFORMATION DEED BOOK: 5493 TOTAL ACREAGE: 5.510 TOTAL LAND VALUE: 150,800 DATE TYPE PRICE VALIDITY DEED PAGE: 184 DEED DATE: 19980901 LAND + BLD 1,985,000 S ±.AST UPDATE: 9, 2D+07/ 9805 LAND + BLD 1,300,000 0 ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN 7 GD RCNLD SS1 27756 1 1 01 TO 01 82 METAL-LIGHT HOT AIR CENTRAL 6356 76.66 487,310 .82 399,600 EE1 102 1 1 O1 TO 01 45 METAL-LIGHT HOT AIR NONE 2240 26.44 59,240 .82 48,580 OD1 100 1 3 01 TO 01 44 METAL-LIGHT HOT AIR CENTRAL 19160 31.45 602,510 .82 494,060 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE YEAR BUILDING 1987 TOTAL UNADJ RCN 638,370 # UNITS TOTAL UNADJ.RCNLD 1,017 630 QUALITY GRADE C+ GRADE FACTOR 1.08 # IDENT UNITS 1 EFFICIENCIES FUNC/ECON FACTOR 1.00 1-BEDROOMS RCNLD 1,017,630 2-BEDROOMS 3-BEDROOMS 56 28 56 OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. 7 GD VALUE OR SIZE BUILT COND. UTIL. 80 80 PAl 25000 1 1987 NORMAL NORMAL 30,380 was` RS1 280 1 1988 NORMAL NORMAL 21400 NONE NONE NONE NONE NONE NONE 150 160 NONE NONE 38 28 OTHER IMPROV 29 TOTAL OBY/YARD VALUE: 32,780 51 22 INCOME APPROACH SUMMARY: 92 2 TOTAL RENTABLE SQUARE FEET: 22 25 INCOME ADJUSTMENT 20 10 LT 1NTv'UF 26 26 9UU rTC6CLS 000 INCOME INDICATED VALUE: 07/31/03 11:57:48 AM PAGE 2 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL ID:�iB[2=-060-001 00155 INDUSTRIAL DR PLOT: Living Units: 0 Ctass: C 401 Card # 2 of 2 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: MAN OVRRIDE SHAFh.L REZA:& JENNIFER? LAND DATA -ASSESSMENT INFORMATION- 27 JUNIPER DR TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT SOUTH DEERFIELD MA 01342 LAND ########## 124,200 BLDG 248,900########## 439,100 470,400 TOTAL 373,100####9##### 594,600 594,600 SALES INFORMATION DEED BOOK: 6307 TOTAL ACREAGE: TOTAL LAND VALUE: 124,200 DATE TYPE PRICE VALIDITY DEED PAGE: 187 DEED DATE: 20010731 • - 20000223 LAND + BLD 450,000 0 / ?LAST UPDATE: % 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD OD1 168 1 2 01 TO 01 45 METAL-LIGHT NONE NONE 2400 31.46 75,510 .58 43,790 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 2 YEAR BUILT 1978 TOTAL UNADJ RCN 41,950 # UNITS TOTAL UNADJ.RCNLD 40 290 QUALITY GRADE C- GRADE FACTOR 6.92 # IDENT UNITS 40 # 1-BEDROOMS RCNLDECON FACTOR 40,290 # 2-BEDROOMS # 3-BEDROOMS _ OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE NONE 60 isrrrL OTHER IMPROV TOTAL OBY/YARD VALUE: INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT INCOME INDICATED VALUE: .000 PAGE 1 07/31/03 11:57:48 AM COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 M y PARCEL IDA=1$R 060=001 00155 INDUSTRIAL DR PLOT: Living Units: 0 Class: C 401 Card # 1 of 2 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: MAN OVRRIDE 'SPA FII REZA.& JENNIFER LAND DATA _ -ASSESSMENT INFORMATION- 27 JUNIPER DR T/J C 12 j `'— TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT SOUTH DEERFIELD MA 01342 LAND ########tt# 124,200 PRIME SITE 2.390 124,200 BLDG 248,900########## 439,100 470,400 TOTAL 373,100########## 594,600 594,600 SALES INFORMATION DEED BOOK: 6307 TOTAL ACREAGE: TOTAL LAND VALUE: 124,200 DATE TYPE PRICE VALIDITY DEED PAGE: •187 DEED DATE: 20010731 20000223 LAND + BLD 450,000 0 i ;LAST UPDATE: % 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD OD1 80 1 1 01 TO 01 44 METAL-LIGHT HOT AIR NONE 8400 35.12 294,950 .71 209,410 OD1 168 1 2 01 TO 01 82 CONC. BLOCK HOT AIR CENTRAL 7875 33.30 262,240 .71 186,190 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1988 TOTAL UNADJ RCN 309,550 # UNITS TOTAL UNADJ.RCNLD 395 600 QUALITY GRADE C GRADE FACTOR 5.00 # IDENT UNITS 1 # EFFICIENCIES FUNC/ECON FACTOR 3951600 70 35 # 1-BEDROOMS RCNLD # 2-BEDROOMS # 3-BEDROOMS OUTBUILDING/YARD ITEM DETAIL: J DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. 95 PA1 3600 1 2002 NORMAL NORMAL NONE NONE 120 lsh^L NONE NONE NONE NONE NONE NONE NONE NONE OTHER IMPROV TOTAL OBY/YARD VALUE: 3,210 5 INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT 20 65 65 40 INCOME INDICATED VALUE: .000 • 1S_CBLK 07/31/03 12:15:09 PM PAGE 1 COMMERCIAL/INDUSTRIAL PROPERTY RECORD CARD NORTHAMPTON, MASSACHUSETTS EFFECTIVE DATE OF VALUE: JANUARY 1, 1998 PARCEL ID:.-Iv'-T612_-001 INDUSTRIAL DR PLOT: Living Units: 0 Class: I 400 Card # 1 of 1 CURRENT OWNER/ADDRESS ZONING: GI Neighborhood 401.00 FINAL VALUE FLAG: INCOME VALUE ,mlCk CAL I LLC -" - LAND DATA -ASSESSMENT INFORNATION- 22 INDUSTRIAL DR TYPE SIZE INFLUENCE FACTORS LAND VALUE PRIOR COST INCOME CURRENT NORTHAMPTON MA 01060 LAND 129,000 -PRIME SITE 1.500 4 BL 314 UNDEVELOPED 0.840 85'43600 TOTAL 578,000 574,600 574,600 SALES INFORMATION DEED BOOK: 5850 TOTAL ACREAGE: 2.340 TOTAL LAND VALUE: 129,000 DEED PAGE: 280 DATE TYPE PRICE VALIDITY DEED DATE: 19991216 19991216 LAND + BLD 578,000 0 :AST UPDATE: 7 2D+07/ ATTACHED IMPROVEMENTS COST APPROACH DETAIL: TYPE M1 M2 M3 #UNITS LEVELS USE E WALL HEATING A/C AREA SF RATE RCN % GD RCNLD EE1 108 1 1 01 TO 01 45 METAL-LIGHT HOT AIR NONE 4800 29.57 141,980 .74 105,070 01 TO 01 82 METAL-LIGHT HOT AIR CENTRAL 1600 68.22 109,150 .74 80,770 01 TO 01 82 METAL-LIGHT HOT AIR CENTRAL 3600 67.54 243,130 .74 179,910 TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE TO NONE NONE BUILDING # 1 YEAR BUILT 1986 TOTAL UNADJ RCN 274,590 # UNITS TOTAL UNADJ.RCNLD 365 740 QUALITY GRADE C GRADE FACTOR x.00 # IDENT UNITS 1 80 1-BEDROOMS DECON FACTOR 4021 RCNL 310 2-BEDROOMS 3-BEDROOMS 45 1 s o-:;*.. OUTBUILDING/YARD ITEM DETAIL: DESCRIPTION WIDTH LENGTH QUAN. YEAR PHYS. FUNC. % GD VALUE OR SIZE BUILT COND. UTIL. PA1 8000 1 1986 NORMAL NORMAL 9,360 NONE NONE 80 NONE NONE NONE NONE NONE NONE NONE NONE OTHER IMPROV TOTAL 08Y/YARD VALUE: 9,360 80 1 s META INCOME APPROACH SUMMARY: TOTAL RENTABLE SQUARE FEET: INCOME ADJUSTMENT 10 INCOME INDICATED VALUE: .000 18 6 File#MP-2004-0007 It APPLICANT/CONTACT PERSON MICROCAL LLC a L 9, 2003 F, ADDRESS/PHONE 22 INDUSTRIAL DR �l�G —77a-c V PROPERTY LOCATION 22 INDUSTRIAL DR EAST ------------------------ MAP 19 PARCEL 012 001 ZONE GI THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM ILLED OUT Building Permit Filled out Fee Paid T_yueof Construction: ZPA-CONSTRUCT 30 X 80 OFFICE ADDITION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Buildinp,Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) ) PLANNING BOARD PE7Site QUIRED UNDER: § /I Intermediate Project: an AN D/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health ✓ Perriut fr m1Conservation Commission Permit from CB Architecture Committee Permit from Elm.Street Commission Signature of Building 01ficial Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of Planning&Development for more information. :t sewage disposal facilities water supply facilities B-S. Existing&proposed: - landscaping, trees and plantings (size&type of plantings) - stone walls, buffers and/or fencing: B-9. Signs -existing and proposed: Location - dimensions/height - color and illumination B-10. Provisions for refiise removal, with facilities for screening of refuse when appropriate: B-11. Lighting: - Location Details - Photometric Plan showing no more than.5 foot candle at property line F FOR NIc�JQR' RHO TEC IS"ON)JY B-12. An erosion control plan and other measures taken to protect natural resources &water supplies: C. Estimated daily and peak hour vehicles trips generated by the proposed use, traffic patterns for vehicles and pedestrians showing adequate access to and from the site,and adequate vehicular and pedestrian circulation within the site. Site Plans submitted for major projects shall be prepared and stamped by a: Registered Architect, Landscape Architect, or Professional Engineer (At least one plan must have an original stamp,remaining plans must either have an original stamp or copy of original stamp.) 9 r SITE PLAN REQUIREMENTS REQUEST FOR WAIVERS APPLICATION This form MUST be included in your application packet. The site plan 1VIUST contain the information listed below. The Planning Board may waive the submission of any of the required information, if the Applicant submits this form with a written explanation on why a waiver would be appropriate. To request a waiver on any required information, circle the item number and tlll in the reason for the request. Use additional sheets if necessary. If you are not requestiniZ any waivers, please note that on this form. A. Locus plan B. Site plan(s) at a scale of 1"=40'or greater B-1. Name and address of the owner and the developer,name of project, date and scale plans: B-2. Plan showing Location and boundaries of: - the lot - adjacent streets or ways - all properties and owners within 300 feet Scale Of plan does not allow all properties within 300' to be shown. List of abutters is attached - all zoning districts within 300 feet B-3. Existing and proposed: -buildings -setbacks from property lines -building elevations -all exterior entrances and exits (elevation plans for all exterior facades structures are encouraged) B-4. Present&proposed use of the land buildings: B-S. Existing and proposed topography(for intermediate projects the permit granting authority may accept generalized topography instead of requiring contour lines): - at two foot contour intervals . - showing wetlands,streams, surface water bodies - showing drainage swales and floodplains: - showing unique natural land features B-6. Location of: parking&loading areas public&private ways driveways,walkways access &egress points proposed surfacing: B-7. Location and description of: - all stormwater drainage/detention facilities water quality structures public &private utilities/easements 8 How does the project meet the special requirements? (Use additional sheets if necessary) proposed addition is 2,400 s.f. F. State how the project meets the following technical performance standards: 1. Curb cuts are minimized: Curb cuts exist. ,. no new curb cuts are required Check off all that apply to the project: use of a common driveway for accesA to more than one business use of an existing side street use of a looped service road 2. Does the project require more than one driveway cut? X—NO YES(if yes, explain why) 3. Are pedestrian, bicycle and vehicular traffic separated on-site? X_YES NO(if no, explain why) Bicycle & vehicular traffic iicP the camp narking lot FOR PROJECTS THAT REQUIRE INTERMEDIATE SITE PLAIN APPROVAL, ONLY, SIGN APPLICATION AND END HERE. (Applicant must include waiver form on p. 8 indicatiniZ that either all information is included or that waivers are being requested.) 9. I certify that the information contained herein is true and accurate to the best of my knowledge.The undersigned owner(s) grant Planning Board permissio ter the property to review this application. Date: Applicant's Signature: Date: Owner's Signature: (Owners signature or letter from owner.authorizing applicant to sign.) OR PR(�T�C^T€S T�1 � ?EQdCTJ C A SPL"CS 1L PERIV TVQ 2 W� CPIiARE4"A MIAJOR PROJEC I�, r ' ap .hGantS'«MUST41150;?C0111 leteflle'.f011`O.Wlll �t° '� $, F. Explain why the requested use will: not unduly impair the integrity or character of the district or adjoining zones: not be detrimenlal to the rals or general welfare: be in harmony with the general purpose and intent of the Ordinance: 6 B. How will the requested use promote the convenience and safety of pedestrian movement within the site and on adjacent streets? The existing driveway will remain. The parking lot will be expandPrl by sPV�n �pa .PS to allow for add' 1 autos, motorcycles & bicycles. How will the project minimize traffic impacts on the streets and roads in the area? The addition will accomodate an additional five (5) employees Where is the location of driveway openings in relation to traffic and adjacent streets? The existing driveway is located at the end of Industrial Drive Fast What features have been incorporated into the design to allow for access by emergency vehicles: Driveway width, fire lane in parking area the safe and convenient arrangement of parking and loading spaces: Existing ng parki_nQ & the parking lot nxpansinn n lncatPd ;nrdl * Pnt to the existing building provisions for persons with disabilities:_ N,,7n (2) ham i .armed narking snots & accessihle ¢irlewalk exist on Site C. IHow will the proposed use promote a harmonious relationship of structures and open spaces to: the natural landscape: ThA Ax; c t i natural veg' to existing buildings: The proposed addition will be constructed using like materials other community assets in the area: D. What measures are being taken that show the use will not overload the City's resources, including: water supply and distribution'system: Fxi s i ng water service is adeQ11,9LP to SuppLLy_d.omestic—grater for fire (.5) add ti nnnl employ PPs, sanitary sewage and storm water collection and treatment systems: Fxi _qti ng "sani tary ewer SLrsJ_ce- nal f1 c)W of fi17P (5) nddJ f rena1 employees Z15 G-fire pr o M�° t Xepe anndcLOdSD) Fire detection & alarm system of 2400 s.f. addition will be connected to Fire Headquarters system How will flee proposed project mitigate any adverse impacts on the City's resources, as listed above? E. List the section(s) of the Zoning Ordinance that states what special regulations are required for the proposed project (flag lot, common drive, lot size averaging, etc.) ' Section 11.2 Projects Requiring Site Plan Approval as Intermediate Projects 1. Projects greater than 2,000 s.f. 5 • t CITY OF NORTHAMPTON PLANNING BOARD APPLICATION FOR: Please Note: An omission of information could lead to a delay in processing vour application. �✓ t s � ���- '�"Se t�v~ "'�^r'�r3� � a STC - `�'� � ,�k 9..�,'"� '� � �a+,�� i i. e. $�'�r 't ` INTERMEDIATE PROJECT R' Site Plan AND/OR Specia,l,Pern t tivrth::Sife Plan Ot= 1V iAJ012,:PROJGC.T Site Plan 4ND/OR _S p ecu it Pei mit with`Sute Plan,`, 2 Per mrt is ree�uested under Zonuig.Ordtnance `Sectign Pabe - �r 3. Applicant's Name: MICROCAL, L.L.C. Address: 22 Industrial Dr. E. Northampton Telephone: 413 586-7720 4. Parcel Identification: Zoning Map# 1-9 Parcel# 012 Zoning District: GI Street Address: 22 Industrial Drive, East Property Recorded in the Registry of Deeds: County:94MR;////ZE Book�595D Page: 28lo 5. Status of Applicant: Owner X ; Contract Purchaser ; Lessee ; Other ; 6. Property Owner: MICROCAL L.L.C. Address: 22 Industrial Drive, East Telephone: 413 586-7720 7. Describe Proposed WorldProject: (Use additional sheets if necessary): Construct a 30' x 80' (2400s.f.) office addition to north end of existing 10,090 S.f. building using Ire-engineered steel building to match the existing building. Has the following information been included in the application? Site/Plot Plan X List of requested waivers_X Fee_$Jc D,DoSigned Zoning Permit Review Form&Application X 3. Site Plan and Special Permit Approval Criteria. (If any permit criteria does not apply, explain why) Use additional sheets if necessary. Assistance for completing this information is available through the Office of Planning &Development. A. How will the requested use protect adjoining premises against seriously detrimental uses? The site is surrounded by dense natural vegitation How will the project provide for: surface water drainage: The storm water from parking area will drain thru water quali y swale into existing drainage swale sound and sight buffers: The site is presently surrounded by dense natural vegifa ion the preservation of views,light and air: The ;i stn ng vegitation at the nprimpter of flip -it-P t,Till remain 4 i4 r / �cl;�— PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON d CitV Hall• 21 o Main Street,Room i i • Northampton,MA of o60-3198 ' (413)S87-1266 • F _7-� 4 ' o� E A waNne Feiden, Director pfannin,q @northamptonplanning.org www.northamptonplanning.org uusrm t To: Tony Patillo, Building Inspector Ned Huntley, DPW (2 copies) Brian Duggan, Fire Chief Captain Michael Wall, Police Dept.,! Peter McErlain, Board of Health From: Planning Department Re: Permit Application Review Please review and return the enclosed application(s) or additional information for either Planning Board or Zoning Board so we can advise the Boards of any concerns you may have. The tentative Meeting Date is: 2'd Thursday ; 4th Thursday of January July February August March September April October May November June December Or other scheduled date: Please return your comments to Carolyn Misch. Thank you. planning board•conservation commission •zoning board o f appeals •housing partnership•redevelopment authoritN •northampton GIS economic development•communitp development•historic district commission •historical commission•central business architecture origina(printeaon recgciedpaper 10. Do any signs exist on the property? YES 1K__ NO IF YES, describe size, type and location: RUTH 501LL211-4r i Are there any proposed changes to or additions of signs intended for the property? YES NO_ _ lF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO'LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED Rxwul BY 7-75 RS1VG-- Lot Size IG'I��Z�✓ `aF1 Frontage �1. 15' �✓�t-�11✓ Setbacks Front Side L: 74' R: ?apt L: ,d 1 R: 3O L_ R: Rear q+ Na a 'Bulding Height 1 2 1 1 Building Square Footage .%Open Space: (iot area minus building & paved 7�q°�e 015,2 � ) �p I Zoo (IQ parkingl #of Parking Spaces I �� #of Loading Docks Fill: jj� --,v oir ou (volume & location) Awom Sl 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: � ?'� 0� Applicant's Signature NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. W[\DocwneniS\FORMS\original',Buil ding-Inspector,Zoning-Permit-Application-passive.doc 8/4/2004 R RI File No. Please type or print all information and return this form to the Building Inspector's Office with the $15 filing fee (check or money order)payable to the City ofNorthampton 1. Name of Applicant: 8(906iAL LL-6- Address: Y Telephone: 1�i t&-7120 2. Owner of Property: Gt�l Address: Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) 4. Job Location: Z 2 It-1PIRiT94AL M\ F, e,4�T MOM Parce �c1 ��tgla Prcel# ETEStract(s} 5. Existing Use of Structure/Property: 7-2-1 gl?r, WITH isA4.e 5F mA0LjP,& cTuotq � ZIJ I L IN C, I tJ ItJD1.IhTlzl A L I?A fZ- 6 &1 yI!JT�C-r — 101 Z9 0$r- tAA t uc 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): 81111.t�11`l� ,b-�rno1� �02© "tF W57 14t AW A rrl 4 Qr . ToTA,L R-06 P--AMA Fr- IZQQ!�E N W 7. Attached Plans: Sketch Plan Site Plan Engineered/Surveyed Plans _ R. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DOMT KNOW_X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Side) W:\Documents\FOR-MS\ori_inal Building-Inspector Zoning-Permit-Application-passive.doc 8/4/2004 File#MP-2007-0079 APPLICANT/CONTACT PERSON MICROCAL LLC ADDRESS/PHONE 22 INDUSTRIAL DR. East (413)586-7720 Q THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE NING FO ILLED OUT Fee an Building Permit Filled out Fee Paid Tyaeof Construction: ZPA-4800 SQ FT ADDITION&27 PARKING SPACES New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRES TED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER: § Intermediate Project rite Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § pgtsJ e-0..'TAcx ft Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit fro Elm Stree ommission Z� Signature of Building Officia Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. Planning Board - Decision City of Northampton Hearing No.: PLN-2004-0021 Date: September 9, 2003 FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 81712003 812112003 911112003 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 811412003 1011012003 812812003 812812003 9/29/2003 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 811412003 8/28/2003 8/28/2003 91912003 SECOND ADVERTISING DATE: HEARING TIME: VOTING DEADLINE: 111812004 ECISION DEADLINE: 812112003 7:25 PM 11812004 MEMBERS PRESENT: VOTE: Paul Voss votes to Grant Francis Johnson votes to Grant George Kohout votes to Grant Keith Wilson votes to Grant Kenneth Jodrie votes to Grant David Wilensky votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Keith Wilson Paul Voss 6 Approved MINUTES OF MEETING: Available in the Office of Planning&Development 1,Carolyn Misch,as agent to the Planning Board, certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on September 9,2003 1 certify that a copy of this decision has been mailed to the Owner and Applicant UAL ryk W1 _ GeoTMS®2003 Des Lauriers Municipal Solutions,Inc. Planning Board - Decision City of Northampton Hearin No.: PLN-2004-0021 .,, Date: September 9,2003 APPLICATION TYPE: SUBMISSION DATE: PB Intermediate Site Plan 81612003 f`.Pj rr. 0 Applicant's Name: Owner's Name: Surveyor's Name: NAME: NAME: COMPANY NAME: MICROCAL LLC MICROCAL LLC ADDRESS: ADDRESS: ADDRESS: 22 INDUSTRIAL DR. East 22 INDUSTRIAL DR.East TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA 01060 NORTHAMPTON MA 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)586-7720 0 (413)586-7720 0 EMAIL ADDRESS: EMAIL ADDRESS: EMAIL ADDRESS: Site Information: STREET NO SITE ZONING: Z H�tEI'7FR14L flR GI TOWN: SECTION OF BYLAW: NORTHAMPTON MA 01060 Section 11:Site Plan Approval MAP: 61.0GKe LtT: MAP DATE: ACTION TAKEN: 1;9 012 001 Approved Book: Page: 2750 070 NATURE OF PROPOSED WORK: Construct 30 x80'ofFce addition. HARDSHIP: CONDITION OF APPROVAL: FINDINGS: 1.The requested use protects adjoining premises against seriously detrimental uses. The expansion of the industrial building will preserve views,light,and air for abutting properties within the industrial park. 2. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets,minimize traffic impacts on the streets and roads in the area. Parking for bicyclists and motorcylists has been added. Access by emergency vehicles,the arrangement of parking and loading spaces,and provisions for persons with disabilities have been addressed in the new site layout. Further, the project will not decrease the level of service(LOS)of area roads or intersections effected by the project below the existing conditions and the project proponent has made provisions for bicycles and pedestrians. The planned employment expansion will not significantly increase traffic impacts. 3.The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape,existing buildings and other community assets in the area as the expansion will not encroach into the wetlands. 4.The requested use will not overload,and will mitigate adverse impacts on, the City's resources including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. 5.Compliance with the following technical performance standards have been met: A.Curb cuts onto streets have been minimized. B.Pedestrian,bicycle and vehicular traffic movement on site have been separated, to the extent possible. COULD NOT DEROGATE BECAUSE: GeoTMS®2003 Des Lauriers Municipal Solutions,Inc. IIIIIIIIIIIIIIIIIt 10. Do any signs exist on the property? YES X NO IF YES, describe size, type and location:[ -5- xZ-(vsign with name & address of business with masonry backup located at south east corner of parcel Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and tocation: ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION. This column to be filled in by the Building Depart. EXISTING PROPOSED R Q D BY Lot Size 2.338 acres Frontage 97.15' Setbacks Front 80 200' Side L: 75' R: 30' L: 128' R: 30' L. R ZyO' Rear 195' 165' f Building Height 13' - 8" 13' - 8" Building Square Footage 10,090 '2,400 % Open Space: (tot area 90% 81% minus building ft paved parking ° # of Parking Spaces 24 31 # of Loading Docks 0 Fill: 100 Cy (volume It location) under addition 12. Certification: l hereby certify that the information contained herein is true and accurate to the best of my knowledge. )ate: July 22, 2003 Applicant's Signature dd C- 4:--0 DOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning equirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. LS ll U n nm- n File No. ,Q t ,; P Pleas e sn atio and return this form to the Buildin g Inspector's Office with the or money order) payable to the City of Northampton 1. Name of Applicant: _ _ MICROCAL, LLC Address: 22 Industrial Drive, East, Northampton Telephone: 413 586-7720 2. Owner of Property: MICROCAL, LLC Address: Telephone: 3. Status of Applicant: Owner X Contract Purchaser Lessee Other (explain) 4. Job Location: Addition to east end of existing building PaFCel�d ZontngMap Parcel Distr�ct(s). In ECG Street D�stract '- -ln-Central'.:BustnessD.is�rict. - ( © BE FiLLEt)!l BY=E I lE Q:UI��I�lG DEI?/kEtTME1�T) - Assembly 5. Existing Use of Structure/Property: and Testing of temperature sensing devices with office area. 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): Construct a 30' x 80' (2400 sf) offir-P additinn to north Pnd of existing building using pre-engineered steel building to match the existing building. 7. Attached Plans: Sketch Plan X Site Plan X Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES X IF YES, date issued: 1994 IF YES: Was the permit recorded at the Registry of Deeds?/ NO DONT KNOW YES IF YES: enter Book 459-4(,a Page Cos and/or Document# 40WAZ43U z_ 9. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES X IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained X Obtained , date issued: (Form Continues On Other Side) File#MP-2004-0007 APPLICANT/CONTACT PERSON MICROCAL LLC ADDRESS/PHONE 22 INDUSTRIAL DR ��G—97d-o THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM ILLED OUT Building Permit Filled out Fee Paid Tvneof Construction: ZPA-CONSTRUCT 30 X 80 OFFICE ADDITION New Construction Non Structural interior renovations Addition to Existing Accesso1y Structure -- Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved AZAdditional permits required(see below) J PLANNING BOARD PERMIT QUIRED UNDER: § / Intermediate Project: Site Plan AND/OR Special Permit with Site Plan Major Project: Site Plan AND/OR Special Permit with Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health ✓/Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm,Street Commission 7/-? �3 Signature of Building fficial Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of Planning&Development for more information. F. J. Dzialo & Associates cr L �- Consulting Structural Engineers Mr. Anthony Patillo 212 Main Street Northampton, Massachusetts 01060 RE: MicroCal, LLC Addition Northampton, Massachusetts Dear Mr. Patillo: This is to inform that on November 25, 2003 I had made a site visit to inspect the work that was accomplished. My inspection indicated that the Star Pre-Engineering building'has been erected, the interior slab has been poured at'tVie masonry walls have been constructed. It appears that all structural work has been completed according to plans submitted to your office. Yours truly, Frederick J. Dzialo, Ph.D. P\�d OF A 'DR. FREDERICK' c J. DZIALO f, v 17657 lonc,I Era\ '9�', .as�nr V„r.v Dnve_ H;illa�hl. MA 01038 Tel/Fax 413.247.5740 as � /q-ems 2,004 - - F. J. Dziaio & Associates Consulting Structural Engineers Mr. Anthony Patillo City of Northampton 212 Main Street Northampton, Massachusetts 01060 January 8, 2004 RE: MicroCal, LLC. Addition Northampton, Massachusetts 01060 Inspection of Foundation Dear Mr. Patillo: Registration This is to confirm that on January 7, 2004 I had inspected the completed structure Connecticut for the above referenced project. My inspection indicated that all work appeared to have Massachusetts been accomplished according to plans submitted to your office. New York project.I am, therefore, recommending that a Certificate of Occupancy be issued for the Vermont Yours truly, ,1 Frederick J. Dzialo, Ph.D. DR. FREDERICK c N o I DZIALO v 0 17657 y oesc`u^QI �n4,c 4b o� 19 Pleasant View Drive,Hatfield,MA 01038 Tel/Fax 413.247.5740 yR-k� SL- - Yteez Zed. S�•a bt �;, �s,�.A, 22 INDUSTRIAL DR-EAST BP-2004-0366 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 19-012 CITY OF NORTHAMPTON Lot: -001 Permit: BUiidinQ Category BUILDING PERMIT Permit# BP-2004-0366 Project# 35-2004-0526 Est. Cost: $213839.00 Fee: $1200.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: 2C Contractor: License: Use Groin: B HAMPSHIRE CONSTRUCTION CO INC 017276 Lot Size(sq.ft.): 101930.40 Owner: MICROCAL LLC zoning: Gl Applicant• HAMPSHIRE CONSTRUCTION CO INC AT. 22 INDUSTRIAL DR - EAST Applicant Address: Phone: Insurance: 327 WEST ST (413) 247-5024 WC NORTH HATFIELDMA01066 ISSUED ON:10123103 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 30 X 80 OFFICE ADDITION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground:11-1L-�J ervice: Meter: Footings: d 0 ! y1/ O f-< Rough:-�j 'C/y -NRough:�,2�/z�p3,tof— House# Foundation: Driveway Final: �Final: -aq 'Final: / //5 /"y Rough Frame:O)K Gas: Fire Department Fireplace/Chimney: Rough:U-I N -V-� alQi d- Insulation: Final:`'-' �� Ilk Smoke• o�ayS�raga v` Final: d k a •3.Q • THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLA,119N OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy si nature: FeeType• Receipt No: Date Paid: Check No: Amount: Building 10/23/03 0:00:00 10114 $1200.00 212 Main Street,Phon,2(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo