PROPOSED COMPLEX FOR: NATIONAL CARPET STORE State Route 18
|
|
- Charleen Phoebe Pierce
- 5 years ago
- Views:
Transcription
1 POPE OPLEX O: IOL PE OE tate oute 8 edina, O 6 EIEE O EO 07 rnold oad alton, Ohio 68 IVIL EIEE haffer, ohnston, Lichtenwalter & ssocietes, Inc. onsulting Engineers & urveyers 77 ommerce Parkway, uite Wooster, Ohio 69 P (0) 677 ax (0) 67 sjl@sjlinc.com rawing ymbols BBEV. EI BBEVII BBEV. EI heet rawing chedule escription itle heet Location ite Plan Overall oundation Plan oundation Plan ain Bldg oundation Plan oundation Plan oundation Plan oundation etails oundation Plan loor raming Plan Overall loor Plan loor Plan loor Plan loor Plan loor Plan ain loor Plan ezzanine loor Plan Elevations Enlarged Elevations ections Enlarged ections ections ections Enlarged ections ections Enlarged ections ections Enlarged ections oof Plan eflected eiling ain loor eflected eiling ezzanine loor overing Plan Interior Elevations Overall V Plan V Plan ain Bldg heet 6 7 E E E E E E6 E7 E8 E9 E0 E E E E E E6 E7 E8 P P P P P P6 P7 P8 P9 P0 P P rawing chedule escription V Plan V Plan V Plan V Plan ain loor V Plan ezzanine Overall Power Plan Power Plan Power Plan Power Plan Power Plan Power Plan ain loor Power Plan ezzanine Overall Lighting Plan Lighting Plan Lighting Plan Lighting Plan Lighting Plan Lighting Plan ain loor Lighting Plan ezzanine Panel chedules Panel chedules Panel chedule iser iagram Overall Waste Plumbing Plan Enlarged Waste Plumbing Plan Enlarged Waste Plumbing Plan Waste Plumbing Plan Waste Plumbing Plan Overall upply Plumbing Plan upply Plumbing Plan upply Plumbing upply Plumbing Plan upply Plumbing Plan upply Plumbing Plan ain loor upply Plumbing ezzanine Plan ut ection Plan etail oom ame & umber oor umber Window otation Entrance 00 etail umber heet etail is Located on Indicates oom ame & umber ee oom inish chedule Indicates oor tyle ee Opening chedule Indicates oor tyle ee Opening chedule ection ut umber heet ection is Located on PELIIY PUPE OLY B U / L LU O UO BL B B / U O L OP O O EO I I L W E EI EW EW E ELE ELEV EE E EUIP EUIV EXI EXP L LV E L YP OIZ I I IL IUL I LB O BOL BOVE IIE LOO I LI UI I OIIOE LEE LUIU OIZE UOI BUILI BEE BI EE O EE OEE OY UI LE OU EILI OPEO OEE UIO OIUOU EOLI IEE IEIO OW OWPOU EIL WI ELEIL OO EXEIO IULIO II YE E WY ELEI WE OOLE E ELEI ELEVIO EEEY EUL EUIPE EUIVLE EXII EXPIO LOO I II LOO LOO EE OOI EEL OO UE LVIZE EEL L YPU EI OO OLLOW EL EI OIZOL IIE IEE I ILUE IULIO IEIO UIO LBOOY 09 eleased for Bid ate umber escription LV LVOY LP LII PEL EIL OO X XIU E EIL UUE I IIU I IELLEOU OUE L EL I O I O O O LE O UBE O OIL O/ O EE O OUIE IEE O/ OVEE OPP OPPIE PLB PLUBI P PIE PP POWE PEL IU P ELEE EILI PL O OU OPEI U OO OP UI / EU I /W I O WY E EEE E EEEE EI EIOEE E' EUIE E EU IY E EULE E EIO EE W OWE I IIL PE PEIIIO UE L EEL U UUL UP UPEE E B O BE EEIE OP O OEE I YP YPIL U UEOU UO ULE OE OEWIE UP UILIY POLE UIL UILIIE V VIYL OPIIO ILE V VE U OO VE VEIL VE VEIBULE W WE LE WW WELE WIE BI W/ WI W/O WIOU W WEI 07 OL O LO, O 68 Use roup / LE: OE E: 0/8/0 ey Plan onstruction ype B itle heet ational arpet tore edina oad (tate oute 8), edina, O 6 aximum Occupancy 9 W BY: OB #: 7W EIE BY: L ross quare eet,000 q. t. W. O.
2 /W edina oad (O 8) 0'0" 60'0" 00'0" '7 /" Y X W P 0'0" 00'0" Y X W V P IEWL ignage 8' 0" ' 0" '0" PI OLY V EIBLE $0 IE IIU '6" L L 9' 0" 9' 0".. 96'0" ± Level Landing ise IP PI EIL urface of amp Level Landing '0".. otal quare ootage,000 Water ervice orizontal Projection or un W W.. B E /W tate oute 8 (edina oad) slope : to < :0 aximum ise aximum orizontal Projection in. mm ft. m OPOE O ILE P U PLE P IEI EIBLE PI PE I EIL POVIE VEIL IE O IPPE PI PE EOEE BY I/I 7.7 EUIE BY LOL OIE. OUE IELY O BUILI E '0" ± 9'0" IPPE PI PE % LOPE (X.) '0" IEWL 0% LOPE IP PI POILE () E PI EIBLE P LL OPLY WI I/I 7.7. Location ite Plan " = 0'0" 0' /" P equirements ite... ational arpet tore Parcel # edina oad (tate oute 8) edina, Ohio 6 ranger ownship edina ounty Land Owner: Investments LL 68 Barrenwood rive Wadsworth, Ohio 8 Parcel # ranger ownship edina ounty Legend: E W Electric ervice anitary ewer Water Piping as Piping rawing enerated from ata Provided by chaffer, ohnston, & Lichtenwalter & ssociates, Wooster, Ohio * ee ivil rawings for Paving & Parking etails ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Location ite Plan W BY: OB #: 7W EIE BY: L W. O.
3 0'0" Y X W V ' /" '0" 0'0" P '0" Building Building B P '0" '0" '0" 0'0" L 7'6" 8'9".. 8'9" 6 '0" 7'6" 7'6" 7'6". Z Building. B 8'9".. 8'9" 8'9" 8'9" 8'9" 8'9" Z Z Z B ain Building '0" '0" '0" '0" '0" E 0'0" 0'6" 0'" airpin Leg '0" in. 6" oncrete loor 0 '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" 7'0" '0" 60'0" '" 0'" airpin Leg '0" in. " oncrete loor Overall oundation Plan /" = '0" lab hickening etail t airpins /" = '0" oundation otes:. Presumptive soil bearing pressure,00 psf per eotechnical eport, meeting the requirements of hapter 8, OB.. oundation to extend to virgin soil (or rock), the foundation shall penetrate through any top soil left in place. hapter 8, OB.. efer to metal building drawings for base plate and anchor bolt sizes.. ll reinforcing bars shall conform to 6, fy = 60,000 psi grade 60. (hapter 8 &, OB.). ll reinforcing bar laps shall be equivalent to 6 bar diameters. 6. ll reinforcing bar bends shall comply with I standards. 7. ooting concrete shall be,000 psi minimum, 8 days. 8. oncrete floors, walks and approaches shall be,000 psi concrete minimum, 8 days. Interior concrete shall be trowel finish, exterior concrete shall be broom finish. Exterior concrete to have 6% air entrainment. 9. ontractor to verify all existing conditions and dimensions. 0. he footings are designed in accordance with the loads identified on the anchor bolt setting plan generated by the metal building manufacturer. ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Overall oundation Plan W BY: OB #: 7W EIE BY: L W. O.
4 '0" 8'9" 8'9" teel olumn by etal plit ace U # Vertical 8" o/c. ee heet for etail ee heet for etail ee heet for etail '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" oundation Plan /6" = '0" '0" 8" '" '0" " '0" '0" () #6 airpins x 0'0" Long nchor Bolts (ee ote) 8" Base Plate By etal '0" '" '0" '0" 8 () #6 airpins x 0'0" long 00'0" " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" (6) # ebar Equally paced, Each Way E 0 teel olumn by etal # Vertical 8" o/c 8 8" /"7 8" /" 9 () # airpin X 0'0" Long oundation etail oundation etail /" = '0" /" = '0" yp. () Places yp. () Places Opp. () Places ote: nchor Bolts iameter, uantity, & pacing Per etal '0" '" '0" '0" '" 0" '" 0" 8 '0" '0" Base Plate by etal nchor Bolts (ee ote) () # airpin x 0'0" Long 00'0" ompacted #0 Limestone () # Vertical ebar w/ # 8" o/c " x " Perimeter Insulation op of ooter 97'" () # ebar Equally paced, Each Way 7 " ompacted #0 Limestone (7) # ebar Equally paced, Each Way '0" 8" 6 '0 /" 6'0" '0 /" '0" '0 /" '0 /" '0 /" '0 /" 6'0" nchor Bolts (ee ote) Base Plate by etal 00'0" PELIIY PUPE OLY '0" yp. aw uts '0" '0" # Vertical 8" o/c '0" () # ebar Equally paced, Each Way '0" yp. 8 7 '0" '0" '0" '0" '0" '0" 8" 8" '" '0" '8" '8" Opp E 7'0" 7'0" 0'0" 6" '0" 6" '0" nchor Bolts (ee ote) teel olumn by etal 00'0" " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" () # Vertical ebar w/ # 8" o/c teel olumn by etal nchor Bolts (ee ote) 6 il Vapor Barrier " ompacted #0 Limestone " x " Perimeter Insulation 8" U '0" '0" '0" '0" '" 8" '0" '0" ' /" 00'0" " ompacted #0 Limestone " x " Perimeter Insulation 07 OL O LO, O 68 op of ooter 97'" ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable LE: OE E: 0/8/0 # Vertical 8" o/c 8" plit ace U 00'0" 8" U op of ooter 97'" () # ebar Equally paced, Each Way oundation etail oundation etail /" = '0" /" = '0" ey Plan ote: Plan otated for larity yp. () Places yp. () Places 09 eleased for Bid ate umber escription 8 7 orner oundation etail /" = '0" oundation etail 8 /" = '0" oundation Plan ain Bldg ational arpet tore edina oad (tate oute 8), edina, O 6 W BY: OB #: 7W EIE BY: L W. O.
5 7'6" 8'9" 6.. () #6 airpins x 0'0" Long () # airpin X 0'0" Long 7'6" 8'9".. 8 tairs hown or larity UP 8" '0" '" '0" '0" 0" '" 0" '0" B... 8" 8" '" 8" '8" 8'9" UP '0" yp. '0" 0'0" '0" 8" '" '0" '0" 8" 8" '" '0" '" 8" 8" '" 0" '6" 7'6" 7'6" 6 Z. olumns ooter '0" eeper. (ee ote *) for Plumbing B 8'9" '0" '0" '0" '0" '0" '0" '0" Z Z Z 0 7'0" 9 '0" '0" yp aw uts B teel olumn by etal 8" plit ace U # Vertical 8" o/c 8" U '0" '0" nchor Bolts (ee ote **) Base Plate By etal () #6 airpins x 0'0" long 00'0" " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" (6) # ebar Equally paced, Each Way teel olumn by etal 8" plit ace U # Vertical 8" o/c oundation etail oundation etail /" = '0" /" = '0" yp. () Places 8" U '0" '0" yp. (6) Places nchor Bolts (ee ote **) () # airpin x 0'0" Long 00'0" ompacted #0 Limestone () # Vertical ebar w/ # 8" o/c " x " Perimeter Insulation op of ooter 97'" () # ebar Equally paced, Each Way teel olumn by etal nchor Bolts (ee ote **) () # ebar Equally paced, Each Way # Vertical 8" o/c 8" U Block '0" '6" oundation etail /" = '0" yp. () Places teel Base Plate by etal 00'0" " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" oundation Plan /6" = '0" 8 ote *: tructure olumns are rayed out for larity '" ote **: nchor Bolts (iameter, uantity, & pacing Per etal ) '" 6'0" 8 0 nchor Bolts (ee ote **) '" nchor Bolts (ee ote **) '0 /" () # Vertical ebar w/ # 8" o/c '0 /" 6'0" '0 /" '0 /" '0 /" '0 /" 6'0" 00'0" nchor Bolts (ee ote **) 8" plit ace U Block # Vertical 8" o/c 8" 8" '" '0" '" 8" 8" '" '" '0" () # Vertical ebar w/ # 8" o/c 00'0" " ompacted #0 Limestone (7) # ebar Equally paced, Each Way nchor Bolts (ee ote **) 7 '" '" '" 6'0" 6'0" oundation etail 7 /" = '0" yp. () Place teel olumn by etal teel Base Plate by etal nchor Bolts (ee ote:) 00'0" '0" 8 ooter ebar ie rounding ebar o ooter ebar Extend () # ebar bove oncrete t Electric ervice Location s Per E 0(), rounding o oncrete Encased Electrodes. rounding etail oundation... " ompacted #0 Limestone 6'0" oundation etail /" = '0" yp. (9) Places '0" (7) # ebar Equally paced, Each Way '0" 6 8" U '0" oundation etail 6 /" = '0" yp. () Place Opp. () Place " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" PELIIY PUPE OLY 09 eleased for Bid ate umber escription ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable 07 OL O LO, O 68 LE: OE E: 0/8/0 oundation Plan ey Plan ational arpet tore edina oad (tate oute 8), edina, O 6 W BY: OB #: 7W EIE BY: L W. O.
6 0'0" '0" '0" '0" '0" '0" '0" Opp. Y 7 Y () # airpin X 0'0" Long 9 Opp. 6 Opp. im. '0" '0" yp. aw uts '0" 6 im '0" 0'0" 0'0" '0 /8" X W V '0" '0" '" '0" X W P L 8" '0" () #6 airpins x 0'0" Long '" '0" 8" '0" " 8" '" '0" '" 0" '" 0" '0" P '0 /" '0 /" 6'0" '0 /" '0 /" '0 /" '0 /" 6'0" 7 7 w/6x6x6 ga. WW 0'0" '0" ' /8" '0" 00'0" " ompacted #0 Limestone " x " Perimeter Insulation nchor Bolts (ee ote:) Base Plate By etal () #6 airpins x 0'0" long teel olumn by etal 8" U Wainscot # Vertical 8" o/c teel olumn by etal 8" U Wainscot # Vertical 8" o/c 8" U Block nchor Bolts (ee ote:) () # airpin x 0'0" Long 00'0" ompacted #0 Limestone () # Vertical ebar w/ # 8" o/c etal olumn " ompacted #0 Limestone nchor Bolts (ee ote:) Base Plate by etal 00'0" ee heet '0" yp. '0" yp. '0" '0" op of ooter 97'" (6) # ebar Equally paced, Each Way '0" '0" '0" '0" " x " Perimeter Insulation op of ooter 97'" () # ebar Equally paced, Each Way (7) # ebar Equally paced, Each Way oundation etail oundation etail /" = '0" /" = '0" /" = '0" yp. () Places yp. (9) Places yp. () Places Opp. () Places teel Line oundation etail # airpin x 0'0" Long ee heet 8 im. 7 7 Opp. Opp. '0" '0" '0" '0" '0" '0" oundation Plan /6" = '0" ote: nchor Bolts (iameter, uantity, & pacing Per etal 0'0" 0 # Vertical 8" o/c 8" U Wainscot 8" U Block '0" " ompacted #0 Limestone " x " Perimeter Insulation 7 8 '0" '0" '0" 6'0" '" P L 7 nchor Bolts (ee ote:) teel Base Plate by etal 8" U Block () # Vertical ebar w/ # 8" o/c # Vertical 8" o/c '0" V Y #6 airpin x 0'0" Long '0" 8" '" '0" '0" '0" '0" 8" '" '0" '0" teel olumn by etal oundation etail /" = '0" yp. () Place Opp. () Place im. () Places 00'0" " ompacted #0 Limestone op of ooter 97'" () # ebar Equally paced, Each Way " ompacted #0 Limestone 6 teel Line nchor Bolts (ee ote:) '" V # airpin x 0'0" Long '" '0" '0" '" oundation etail 6 /" = '0" yp. () Places '" '" '" '0" teel olumn by etal teel Base Plate by etal 00'0" op of ooter 99'" '0" ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable P nchor Bolts (ee ote:) " ompacted #0 Limestone 7 8" '8" '" '0" '0" oundation etail 8 /" = '0" yp. () Places '0" '" '0" teel olumn by etal teel Base Plate by etal () # Vertical ebar w/ # tirrups 00'0" '0" ey Plan (6) # ebar Equally paced, Each Way 8 '0" '0" oundation etail 9 /" = '0" imilar ondition is the ame Except o U Wainscot. op of ooter 97'" # ontinuous ebar Equally paced, Each Way PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 oundation Plan W BY: OB #: 7W EIE BY: L W. O.
7 W W 6 () #6 airpins x 0'0" Long tep ooter s ecessary 6 6 7'0" '0" tep ooter s ecessary 0 () # airpin X 0'0" Long nchor Bolts (ee ote:) etal olumn V V '0" '0" '0" '0" '0" ' /8" P '0" aw uts '0" yp. '0" '0" yp. P teel olumn by etal # Vertical 8" o/c '0" '0" 8" '" '0" '0" '0" nchor Bolts (ee ote:) 8" Base Plate By etal '0" '" '0" '0" () #6 airpins x 0'0" long 00'0" " ompacted #0 Limestone " x " Perimeter Insulation op of ooter 97'" (6) # ebar Equally paced, Each Way P 8" teel olumn by etal # Vertical 8" o/c '0" 8" '" '0" '0" '" 0" '" 0" '0" nchor Bolts (ee ote:) () # airpin x 0'0" Long 00'0" ompacted #0 Limestone () # Vertical ebar w/ # 8" o/c " x " Perimeter Insulation op of ooter 97'" () # ebar Equally paced, Each Way E " ompacted #0 Limestone (7) # ebar Equally paced, Each Way /" = '0" oundation etail oundation etail /" = '0" /" = '0" yp. (6) Places yp. () Places Opp. () Places '0 /" '0 /" '0 /" 6'0" 6'0" oundation etail yp. (6) Places '0 /" '0 /" '0 /" nchor Bolts (ee ote:) Base Plate by etal '0" 6'0" 00'0" 8 6 '0" '0" '0" '0" '0" '0" '0" L '0" 0'0" 8" U " ompacted #0 Limestone " x " Perimeter Insulation oundation Plan /6" = '0" ote: nchor Bolts (iameter, uantity, & pacing Per etal '0" '0" op of ooter 97'" oundation etail 8 /" = '0" ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 oundation Plan W BY: OB #: 7W EIE BY: L W. O.
8 W #6 airpin x 0'0" Long 8" U etaining Wall Opp. V 6 '0" '" '0" '0" 7 '0" '" '0" '0" '6" 6" '" '8" '0" '6" 8" '" '6" '0" Enlarged ock Plan /8" = '0" nchor Bolts (ee ote:) 8" oncrete olumn 0" oncrete Wall Beyond 00'0" 8" oncrete olumn 0" oncrete Wall Beyond Vertical ebar ied Into " o/c (Extend 8" Into lab) 00'0" 0'0" x 0'0" ock oor Vertical ebar ied Into " o/c (Extend 8" Into lab) 00'0" "x"x/" x 6'8" Long teel ngle nchored o oncrete Wall '8" "x"x/" x 6'8" Long teel ngle nchored o oncrete Wall 00'0" '0" '0" '0" '6" 0" '8" " ompacted #0 Limestone airpin ee etail / () # Vertical ebar w/ # 0" o/c ock lab 96'0" (6) # ontinuous ebar, Equally paced # " o/c '0" " ompacted #0 Limestone op of ooter 97'" " x " Perimeter Insulation ock lab 96'0" () # Vertical ebar w/ # 0" o/c (6) # ontinuous ebar Equally paced op of ooting 9'0" ock lab 96'0" op of ooter 9'0" '6" 0" '0" # 6" o/c ontinuous orizontally # " o/c Vertically w/ Extended ook entered in Wall " Perimeter Insulation (6) # Longitudinal ebar paced Equally ock lab 96'0" op of ooting 9'0" '0" '0" '0" '6" 0" '0" # 6" o/c ontinuous orizontally # " o/c Vertically w/ Extended ook (6) # Longitudinal ebar paced Equally Vertical ock Pit Walls einforced w/ 6x6x6 ga. WW 6" in. hick oncrete lab on rade einforced w/ 6x6x6 ga. WW '0" (6) # ontinuous ebar, Equally paced ock oundation etail ock oundation etail /" = '0" /" = '0" yp. () Places yp. () Place Opp. () Place 0 0 '0" # " o/c (6) # ontinuous ebar Equally paced #6 airpin x 0'0" Long () # ontinuous ebar '" ock oundation etail /" = '0" yp. () Places # " o/c 90' 00'0" 7/8" () # ontinuous ebar # " o/c 6'8" 6'" '0" '" '" '0" 7 7 8" 8" '" '6" uardrail 00'0" ock oundation etail /" = '0" yp. () Places Vertical ock Pit Walls 6" in. hickness einforced w/ 6x6x6 ga. WW '" 8" '" '8" '" '0" 7'0" nchor Bolts (ee otes:) 00'0" teel olumn by etal nchor Bolts (ee ote:) 8" 8" '" '" '0" airpin ee etail / 00'0" # Vertical 8" o/c ull ravel Backfill of Overdig 8" U Block Wall ock lab 96'0" '0" 7'0" " ompacted #0 Limestone (8) # ebar Equally paced, Each Way 8" U Block " ompacted #0 Limestone "x" Perimeter Insulation () # Vertical ebar w/ # 0" o/c op of ooter 97'" '8" '0" '8" '0" () # ebar Equally paced, Each Way '0" () # ontinuous ebar 6 '" 8" '8" '6" etaining Wall etail /" = '0" yp. () Places # Lateral 0" o/c # ontinuous 6" o/c PELIIY PUPE OLY 09 eleased for Bid ate umber escription 7 oundation etail orner oundation etail 8 /" = '0" /" = '0" yp. () Place yp. () Place Opp. () Places im. () Place 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 oundation etails W BY: OB #: 7W EIE BY: L W. O. 6
9 00'0" 6 '6 /" 0'7 /" '9 /" '9" 6'9 /" 6"x6"x" Base Plate (nchor Bolts " o/c) /" hick upport Bracket on Each id '0" Z Z Z '" 7'0". '0" '0" '" '0" 9'6 /" Z Z 0' /" 9'0" 0'" upport olumns ooter to be '0" eeper for Plumbing olumn aw uts 7 0' /" 9'0" 0'" 9' /" () "Ø x 8" nchor Bolts 6"x6"x" teel Base Plate by etal " ompacted #0 Limestone 6"x6"x" Base Plate (nchor Bolts " o/c) /" hick upport Bracket on Each ide Z 7'0" 7'0" (8) # ebar Equally paced Each Way on op & Bottom oundation etail /" = '0" 6x6x/8" teel olumn " oncrete lab einforced w/ 6x6x0 ga. WW 00'0" '0 /" '" '" 7'0" 7 '0 /" 7 '0" '" '0" 7'0" Z " oncrete lab einforced w/ 6x6x0 ga. WW () /"Ø x 8" Long nchor Bolts 00'0" 0. 9 etal re Out of Phase rom this Plan L 8. " ompacted #0 Limestone. '" oundation Plan /" = '0" ote: olumn's rayed out for larity ll Other olumns are for the tructure. (6) # ebar Equally paced, Each Way on op & Bottom 7'0" oundation etail /" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription ooter izes Based on 00 psf (Per oils eport) & Estimated eactions inal ooter esign need to be verified w/ ctual etal Building eactions Once hey are vailable 07 OL O LO, O 68 LE: OE E: 0/8/0 oundation Plan ey Plan ational arpet tore edina oad (tate oute 8), edina, O 6 W BY: OB #: 7W EIE BY: L W. O. 7
10 00'0" '0" '0" yp. 6 UP WX6 6x6x/8 quare ube teel olumn tructure) Z E.. Z Z W0X6 W8X W0X6 0 W8X W8X Bar oist '0" o/c Bar oist '0" o/c Bar oist '0" o/c W8X W8X 0 W8X W0X6 W0X6 0'0 /" W8x for Portal raming Between olumns yp. (6) Places W0x6 for Portal raming Between olumns yp. () Places Z UP loor raming Plan /" = '0" Bridging to be etermined Loading otes: Building design is based on the following loads: loor load (Live load to be posted for areas that exceed 0 psf) orridor = 80 psf = 0 psf ead Load = 60 psf olateral = 8 psf oof live load = 0 psf tructure dead loadweight of materials now Load: his building has been designed in accordance with or in excess of the requirements of ection of the OB. inimum round now Load Per igure 608. is psf. now Exposure actor =.0 Importance actor for ategory II =.0 Wind Loads: Basic wind speed used per E 7, hapter 6 and igure 609 = 90 mph. Basic wind pressure used for Exposure actor "B" of able and ection omponents are designed for classification of ategory II giving an Importance actor of.0 oil bearing capacity (presumptive) =,00 psf. oncrete shall have a minimum 8 day compressive strength of:,000 psi for footers,000 psi for slabs,000 psi for exterior slabs with 6% air entrainment eismic Loads: Use roup Per 66. = II eismic Importance actor =.0 eismic esign ategory = B oil ite lass = = 0.7 = 0. = 0.00 = esponse odification oefficient =.00 eismic esponse oefficient = 0.0 Base hear =.0 kips Basic eismic orce esisting ystem = nalysis Procedure = Equivalent Lateral orce PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 LE: OE E: 0/8/0 loor raming Plan ey Plan ational arpet tore edina oad (tate oute 8), edina, O 6 W BY: OB #: 7W EIE BY: L W. O. 8
11 0'0" Y '0" X abrication oom 0'0" W ' /" '0" ocks U Wainscot 0'0" 0'0" V '0" 0'0" '0" '0" '0" 0'0" '0" 7'0" ile howroom '0" P P '0" '0" '0" '0" 00'0" L L U Wainscot 0'0" 7'6" 7'6" 7'6" 7'6".. tructure B 8'9".. 8'9" 8'9" 8'9" 8'9" 8'9" 8'9" 8'9" '0" UP. Z. Z Z '0" 00'0" W Z 6 UP 0'0" Electric eter B aximum ommon Path of ravel = 7'(ctual = 0') aximum otal Path of ravel = 0' with prinkler ystem 8' /" 8'8 /" (ctual = 8') as Line '9 /" 7' /" 7'6" 7'0" 7'6" Water Line '0" '6" 7'6" '0" '6" '6" '0" E 0'0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" U Wainscot prinkler iser 0'0" 7'0" '0" 60'0" Overall loor Plan /" = '0" ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Overall loor Plan W BY: OB #: 7W EIE BY: L W. O.
12 '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '0" '6" W '6" 9' /" 9' /" 7'6" '6" '6" '0" 9' /" 0'7 /" W 0 W W W W W U Veneer Wainscot 8'8 /" 7'6". 8'9" 7'6" W '6" '0" 7' /" '8 /" estroom 8'9" 7'6". 8'9" Edge of Wall bove oof '0" Inline Water eater Enlarged estroom etail /" = '0" 8'9" 8'8 /" 8' /" '0" 8'9" w/ 6x6x6 ga WW 7'0" '0 /" 7' /" '0" 0'0" 7'6". 8'9" E 8'9" 0 70'7 /" '0" 7'6" B 7'6" 8'9" ' /" prinkler iser hase Wall 8'0 /" '0" as eter W W '0" '6" '0" '6" /6" = '0" ote: ee oom inish chedule heet 9 oor chedule 7'0" 6'0" YPE "" '0" YPE "B" '0" YPE "" YPE "" YPE "E" rame ark ype Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " '0" 6'8" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o o o " Window chedule omments 0'0" ollow etal oor Birch/Oak oor 0'0" '0" '0" 0'0" ype ark W W () 6'0" x '0" Insulated Vinyl Windows, Low E lass by eldwen anufacturing (9) 9'0" x '0" Insulated Vinyl Windows, Low E lass by eldwen anufacturing, ' x ' Units eamed ogether omments 0'0" '0" 0'0" '0" 0'0". LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. oor eal YPE "L" YPE "" YPE "" YPE "O" YPE "P" 6'0" 9'0" '0" '0" '0" '0" '0" '0" '0" YPE "W" YPE "W" YPE "W" YPE "W" oor & Window Elevations one lso ee urtain Wall Elevations ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 loor Plan ain Building W BY: OB #: 7W EIE BY: L W. O.
13 L L '0" irlock '0" 96' /" 70'8 /" 6.. 9'0 /" 9 Elevation a 9 Elevation Elevation a '" 0'0" 00'0".. tructure ee rawing /6 irlock UP E. Edge of Wall bove Z. oof. UP 0'0" 7'0 /" Elevation a 9 '0" Elevation a 9 7'0" Z W Z 7'0 /" 8'0 /" B '0" 6'0 /" 6'0 /" ' /" Z w/ 6x6x6 ga WW B 7 '0" Enlarged Vestibule Plan /" = '0" 6'0" '0" '0" Electric eter 7'0" ' 7/8" '0" '0" '0" '0" '0" '0" '0" YPE "" YPE "B" YPE "" YPE "" YPE "E" /6" = '0" 0 7'0" '0" ollow etal oor Birch/Oak oor 0'0" '0" '0" 0'0" ote: ee oor etails on heet ee oom inish chedule heet 9 oor chedule 0'0" '0" 0'0" '0" 0'0" rame ark ype Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead omments 6'0" 7'0" 0' /" luminum nodized edium tile urtain Wall Yes Yes o luminum " utomatic BiParting oor 6'0" 7'0" 0' /" luminum nodized edium tile urtain Wall Yes Yes o luminum " utomatic BiParting oor B '0" 7'0" 0' /" Painted " iding, 8" irt Yes Yes o " oor eal YPE "L" 6'0" YPE "" 9'0" '0" YPE "" '0" YPE "O" YPE "P". LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. '0" YPE "W" '0" '0" YPE "W" oor & Window Elevations one '0" YPE "W" '0" YPE "W" ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 loor Plan Building W BY: OB #: 7W EIE BY: L W. O.
14 0'0" '0" '0" '0" '0" '0" '0" '6" B '0 /" '0 /" B0 B rench rain 0 w/ 6x6x6 ga WW abrication oom W '6" '0" Y X W oor chedule rame ark ype Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead B E '6" 6'8" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o B B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o B B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o B B '0" 7'0" 0' /" Painted Passage " iding, 8" irt o Yes o B B '0" 7'0" 0' /" Painted Passage " iding, 8" irt o Yes o B6 B '0" 7'0" 0' /" Painted Passage " iding, 8" irt Yes Yes o B7 B '0" 7'0" 0' /" Painted Passage /" 0 ga. etal tud, /8" rywall o Yes o B8 6'0" 7'0" 0' /" luminum nodized edium tile ey ard /" 0 ga. etal tud, /8" rywall luminum luminum B0 O () '0" x '0" x /" hick Insulated Overhead oor, orsion pring, igh Lift rack w/ Opener. Wayne alton hermospan 0 B0 P () 0'0" x 0'0" x /" hick Insulated Overhead oor, orsion pring, igh Lift rack w/ Opener. Wayne alton hermospan 0 ype ark W (9) 9'0" x () '0" 9'0" Insulated x '0" ixed Vinyl Windows, Low E lass by eldwen anufacturing, ' x ' Units eamed ogether Window chedule omments omments rench rain 70'0" V. LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. B7 B0 8'6" '6" 0'0" yp. 0'0" W '0" B 7'6" '6" B0 w/ 6x6x6 ga WW 7'0" '0" ile howroom 6 B W '9 /"9' /" '0" '0" '0" 0'0" 7'0" 0'0" 6'0" YPE "" 0'0" '0" YPE "B" ollow etal oor '0" '0" YPE "" Birch/Oak oor 0'0" YPE "" 0'0" YPE "E" '0" '0" '0" 0'0" 0'0" 7'6" P oor eal YPE "L" 6'0" YPE "" 9'0" '0" YPE "" '0" YPE "O" YPE "P" B W '0" '0" '0" '0" '0" B0 B8 0'0" YPE "W" YPE "W" YPE "W" YPE "W" 8'8"9'0" 0'0" '0" oor & Window Elevations one 6'0" L '6" B6 6 '" /6" = '0" ote: ee oor etails on heet ey Plan PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 loor Plan Building B W BY: OB #: 7W EIE BY: L W. O.
15 7'0" '0" 7'0" 7'0" '0" 6'6" 6'6" '0" '0" 6'6" 6'6" Y 6 6 V '0" X 7'0" '0 /" ailing ailing W 7'0" 7'0" 7'0" '0" 6'6" 6'6" '0" '0" '0" 6'6" 6'6" '0" V Enlarged ock etail /8" = '0" 9' /" P '0" '0" '0" '0" '0" ' /8" (6) Poweramp odel: LP Pit ype ock Levelers w/ 6x6x6 ga WW 8 Panel E '0" '0" '0" 0'" 6'0" P 8'0" 0'6" ' /" 9 8'" Women's estroom Building en's estroom 0 7'0" 0'0" oor eal '0" 6'0" YPE "" 0'0" YPE "L" 6'0" YPE "W" '0" YPE "B" ollow etal oor '0" '0" '0" oor & Window Elevations one '0" YPE "" Birch/Oak oor 0'0" YPE "" 9'0" YPE "W" YPE "" YPE "E" 0'0" '0" YPE "" '0" '0" '0" '0" YPE "W" YPE "W" '0" '0" YPE "O" 0'0" YPE "P" 0'0" '0" '0" '0" '0" '0" '0" '0" '0" 6' /" /6" = '0" ote: ee oor etails on heet Enlarged loor Plan ee oom inish chedule heet 9 /" = '0" oor chedule rame ark ype Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead omments B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " B '0" 7'0" 0' /" Painted eyed Lockset, lassroom unction " iding, 8" irt Yes Yes o " '0" 6'8" 0' /" Birch/Oak Preinished Passage /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany '0" 6'8" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany '0" 6'8" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany 00 () 0'0" x '0" x /" hick Insulated Overhead oor, orsion pring, igh Lift rack w/ Opener. Wayne alton hermospan 0 0 O () '0" x '0" x /" hick Insulated Overhead oor, orsion pring, igh Lift rack w/ Opener. Wayne alton hermospan 0 0 L (6) 0'0" x 0'0" x /" hick Insulated Overhead ock oor, orsion pring, igh Lift rack, Poweramp odel: LP Pit ype ock Leveler ey Plan. LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 loor Plan Building W BY: OB #: 7W EIE BY: L W. O.
16 00'0" '9 /" 0'6 /" '" ' /" 8' /" 8' /" 6 UP tair 7 Z '0" 0 Women's estroom E. " igh '" ppliance ot in ontract Line of loor bove 8' /" Utility oom 9 0 0'0" 06 0'7". 0'0" 8'0" 0'7" '0" Z 7 Z 0 Utility oom W Break oom 6 onference oom '0" '0" Open 8 " oncrete lab einforced w/ 6x6x0 ga WW ' /" tair 9 0 8' /" allway '7 /" 6 0' /" 8' /" 0' /" 0'0" en's estroom ' /" 6' /" UP Z ain loor /" = '0" ote: ee oor etails on heet ee oom inish chedule heet 9 6 oor chedule ain loor rame ark ype ark Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead 0 '0" 7'0" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished Passage /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished Passage /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 06 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 07 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 08 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 09 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany omments Z upport Post in Wall /" = '0" olumn ey Plan. LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 ain loor Plan W BY: OB #: 7W EIE BY: L W. O. 6
17 00'0" 0'6 /" 0'6 /" ' /" 0' /" 0' /" 0' /" 6'0" 6'9 /" ' /" ' /" ' /" 8'0" 7'9" 6 tair W W W W 7 W Z ccounting epartment Utility oom Women's estroom ' /" allway 9 7' /" uddle oom 8 uddle oom '0" uddle oom 6 0' /" '7 /". 6'7 /" 8' /" '0" Z 7 Z 06 9'9" 0 onference oom 6 07 en's estroom '6" 0 7' /" 9'6 /" Open 08 0 olumn to oof 8' /" 6 Utility oom ' /" 8 0'0" 6' /" allway W W '0" '0" 0'0" uddle oom uddle oom 0'0" uddle oom uddle oom tair 9 '6" Z W W. W 9 W W W 0 ' /" ' /" ' /" ' /" 8'" '0" 0'6 /" 0' /" 0' /" 0' /" 0' /" 6'0" ' /" 6'9 /" ezzanine loor /" = '0" 8. oor chedule ezzanine rame ark oom ame ype ark Width eight hickness aterial inish Window ize ire ating ardware Wall omposition Weather trip loser ead Bolt aterial ead 0 Utility oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 Women's estroom '0" 7'0" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany 0 en's estroom '0" 7'0" 0' /" Birch/Oak Preinished Privacy /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany 0 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 06 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany 07 onference oom '0" 7'0" 0' /" Birch/Oak Preinished Passage /8" rywall, /8" etal tud, /8" rywall o Yes o " happel oor ompany 08 uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 09 uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 0 uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany uddle oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 6 Utility oom '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 7 hris' '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 8 '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany 9 yan's '0" 7'0" 0' /" Birch/Oak Preinished eyed Lockset, lassroom unction /8" rywall, /8" etal tud, /8" rywall o o o " happel oor ompany omments W W '0" x '0" ixed Window, One Way lass '0" x '0" ixed Window. LL EE OO O BE EILY OPEBLE O E IE O WI EE I O BE E.. E ULI O Y OO LL O EUIE OE OE OPEIO.. E BOL LL BE IEOEE WI E LE E U E UI O E LE E ULO E E BOL, ULE IIE O VE I I "OO O EI ULOE WILE BUILI I OUPIE". LL L (I Y) I OO O BE EPEE EY LZI.. XIU EOL EI I /" O IP EIBILIY. 6. LE E O BE LEVE YLE. PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 ey Plan ezzanine loor Plan W BY: OB #: 7W EIE BY: L W. O. 7
18 Eave eight 0'0" Low Eave eight '0" utter ga. lavalume tanding eam oof Eave eight 6'0" West Elevation /" = '0" 6 ga. PB Panel etal iding Every olumn Line 8" orner rim 00'0" round Lighting Building olumn etal iding #6 olid opper Wire /8" ia. opper lad round od x 96" Long rade olumn Lines Beyond Y X W ailing etaining Wall orth Elevation /" = '0" Beyond V orner rim P 6 ga. PB Panel etal iding L Eave eight 0'0".. E. B ownspout (yp.) ga. alvalume tanding eam oof Low Eave eight '0" utter 00'0" 6 8" 8" 8" round etal kin Of t 00'0" aximum Intervals Per E rticle 0. rounding etail iding... ga. alvalume tanding eam oof Eave eight 6'0" East Elevation /" = '0" Every olumn utter round Lighting Entry Eave eight 8'0" igh Eave eight '0 /" '0" '0" op eiling / Wall '0" '6" Low Eave eight '0" 6 ga. PB Panel 8" orner rim ain uilding etal iding ock lab 96'0" Eave eight 0'0" 00'0" 8 Low Eave eight '0" E... B L P V W X Y igh Eave eight '0 /" Eave eight 6'0" Entry Eave eight 8'0" round Lighting 00'0" outh Elevation /" = '0" Low Eave eight '0" ga. alvalume tanding eam oof Eave eight 0'0" ownspout (yp.) utter 6 ga. PB Panel etal iding orner rim 0'0" x '0" Overhead oor 0'0" x 0'0" ock oor 0'0" x 0'0" ock oor 0'0" x 0'0" ock oor 0'0" x 0'0" ock oor 0'0" x 0'0" ock oor 0'0" x 0'0" ock oor 0'0" x '0" Overhead oor '0" x '0" Overhead oor 0'0" x '0" Overhead oor 00'0" etaining Wall ock eal ock Bumper ock Leveler etaining Wall ock lab 96'0" Enlarged ock Elevation /6" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Elevations W BY: OB #: 7W EIE BY: L W. O. 8
19 oom inish chedule Vestibule Elevation /" = '0" igh Eave eight '0 /" Entry Eave eight 8'0" op of anopy '0" Bottom of anopy luminum urtain Wall '0" op of oor rame 07'" 00'0" umber ame loor inish Base inish Wall inish eiling inish eiling eight omments ealed oncrete Exposed tuds Exposed eiling Varies estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" ealed oncrete Exposed tuds Exposed eiling Varies irlock ealed oncrete urtain Wall Painted rywall '0" ealed oncrete Exposed tuds Exposed eiling Varies 6 ile howroom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile '6" 7 abrication oom ealed oncrete Exposed tuds Exposed eiling Varies 8 ealed oncrete Exposed tuds Exposed eiling Varies 9 arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 0 en's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" Women's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" en's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" Utility oom ealed oncrete " Vinyl ove Base Painted rywall Exposed Bar oist 8'0" Women's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" tair Open 6 Break oom Vinyl omposition ile " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 7 onference oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 8 Open arpet " Vinyl ove Base Painted rywall Exposed Bar oist 8'0" 9 Utility oom ealed oncrete " Vinyl ove Base Painted rywall Exposed Bar oist 8'0" 0 arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" allway arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 6 arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 7 arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 8 arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 9 tair Open 0 allway arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" Open arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 6 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 7 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 8 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 9 allway arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 0 Utility oom ealed oncrete " Vinyl ove Base Painted rywall Exposed Bar oist 8'0" Women's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" en's estroom Vinyl omposition ile " Vinyl ove Base Washable Enamel Painted rywall uspended coustic eiling ile 8'0" ccounting epartment arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 6 onference oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 7 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 8 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 9 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 0 uddle oom arpet " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" Utility oom ealed oncrete " Vinyl ove Base Painted rywall uspended coustic eiling ile 8'0" 6" 0 ga. etal '0" o/c W8xl '0" urtain Wall Beyond 6" 0 ga. etal tud Eave eight 6'0" W8X '0" eiling ile ertainteen #BE 97 ine issured coustic ile /6" White luminum rid ystem. looring ommercial rade arpet (B) rmstrong Excelon Vinyl omposition ile xx/8" (ingle olor) ealed oncrete Vinyl Base " x.80" Vinyl Base by ohnsolite (tandard olors) op of oor rame 07'" W8X W8X op of oor rame 07'" Paint herwinwilliams Latex at ll rywall urfaces herwinwilliams Oil Base at ll teel oors & Pipe Bollards herwinwilliams Block ealer & Latex Paint at ll Exposed U Block. ryfall Paint at teel raming, Beams, olumns, Bar oist, and ecking. 00'0" 00'0" Elevation a /" = '0" Elevation a /" = '0" 6" 0 ga. etal '0" o/c W8x op of oor rame 07'" 00'0" Elevation a /" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Enlarged Elevations W BY: OB #: 7W EIE BY: L W. O. 9
20 " WP0 aced iberglass Insulation (9) ga. alvalume tanding eam etal oof '0" teel Purlin /8" 0 ga. etal 6" o/c uspended coustic eiling ile ust ap /8" rywall Both ides Eave eight 6'0" 00'0" Longitudinal ection /8" = '0" " ompacted #0 Limestone op of ooter 97'" ef. / 6" WP0 aced iberglass Insulation (9) ga. alvalume tanding eam oof utter 8" teel Purlin 0 /" '0" 6" WP0 aced iberglass Insulation (9) 8" teel Purlins ga. alvalume tanding eam oof E utter Eave eight 6'0" ownspout Eave trut ownspout o Proposed torm ewer Eave eight 6'0" 0'0" 6 ga. PB Panel etal iding 8" teel irt " iberglass Insulation WP0 () w/6x6x6 ga. WW 00'0" ransverse ection /8" = '0" " ompacted #0 Limestone op of ooter 97'" 8" teel irt " WP0 aced iberglass Insulation () " mooth ace U Painted teel lashing 8" plit aced U teel olumn by etal 00'0" " ompacted #0 Limestone " x " Perimeter op of ooter Insulation 97'" ection hru East Wall /" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 ections ain Building W BY: OB #: 7W EIE BY: L W. O. 0
21 6" WP0 aced iberglass Insulation (9) ga. alvalume tanding eam oof Eave rim utter 8" teel Purlin 8" teel irt ownspout Low Eave eight '0" 6 ga. PB Panel etal iding " WP0 aced iberglass Insulation () ga. alvalume tanding eam oof ga. alvalume tanding eam oof iding lashing 6" WP0 aced iberglass Insulation (9) 8" teel Purlin 6" WP0 aced iberglass Insulation (9) ga. alvalume tanding eam oof teel Purlin 6" WP0 aced iberglass Insulation (9) '0" /" Eave rim utter 8" teel Purlin End after Eave eight 6'0" 8" teel irt Eave eight 6'0" Eave eight 6'0" Eave trut " WP0 aced iberglass Insulation () etal Building after ownspout o Proposed torm ewer 6 ga. PB Panel etal iding 6 ga. PB Panel etal iding 8" teel irt teel olumn by etal olumn teel olumn by etal teel olumn by etal " WP0 aced iberglass Insulation () w/6x6x6 ga. WW " x 8" olid mooth ace U " ompacted #0 Limestone # Vertical 8" o/c () nchor Bolts Base irt 00'0" 00'0" 00'0" 00'0" " ompacted #0 Limestone op of ooter 97'" " ompacted #0 Limestone " ompacted #0 Limestone '0" in. op of ooter 97'" Enlarged oining Wall ection ain Building /" = '0" ef. /0, / Enlarged Endwall ection /" = '0" Enlarged olumn ection /" = '0" ef. /0 ef. /0 ef. /0 im. / Enlarged Wall ection /" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Enlarged ections W BY: OB #: 7W EIE BY: L W. O.
22 utter teel Purlins ga. alvalume tanding eam etal oof 6" WP0 aced iberglass Insulation(9) 0 9 '0" /8" 8 7 I ownspout Low Eave eight '0" 8" teel irts " iberglass Insulation WP0 () 6 ga. Painted PB Panel etal iding ezzanine loor '0" ransverse ection /8" = '0" ef. / ee ote 7'0" w/ 6x6x6 ga WW " ompacted #0 Limestone 00'0" op of ooter 97'" teel Purlin.. ga. alvalume tanding eam oof 0'0". E B 6" WP0 aced iberglass Insulation (9) I igh Eave eight '0 /" Low Eave eight '0" 6 ga. PB Panel etal iding 8" teel irt ezzanine loor '0" " iberglass Insulation WP0 () ee ote " ompacted #0 Limestone 00'0" op of ooter 97'" Longitudinal ection /8" = '0" ote : ection is shown through etal Building Only ection hown on rawing 7 PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 ections W BY: OB #: 7W EIE BY: L W. O.
23 Y X W 6" iberglass Insulation WP0 (9) V 8" teel Purlin ga. alvalume P tanding eam oof L Low Eave eight '0" 0'0" abrication oom Warehouse /8" / '0" ax. /8" / '0" ax. op of ooter 97'" " ompacted #0 Limestone Longitudinal ection /8" = '0" ef. / ga. alvalume tanding eam oof 0 9 teel Purlins 8 6" iberglass Insulation WP0 (9) 7 Low Eave eight '0" igh Eave eight '0 /" " iberglass Insulation WP0 () 8" teel irt 0'0" 6 ga. PB Panel etal iding " ompacted #0 Limestone 00'0" op of ooter 97'" ransverse ection /8" = '0" 9 ga. alvalume tanding eam oof 8" teel Purlin 8 0'0" 6" WP0 aced iberglass Insulation (9) '0" /8" 7 utter igh Eave eight Low Eave '0 eight /" '0" ownspout o Proposed torm ewer " WP0 aced iberglass Insulation () 8" teel "Z" irt op / Wall '0" eiling '6" /8" rywall Both ides /8" 0 ga. etal 6" o/c ile howroom 6 coustic eiling ile 6 ga. PB Panel etal iding 8" plit ace U 00'0" " ompacted #0 Limestone op of ooter 97'" Enlarged etail oom /8" = '0" PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 ections W BY: OB #: 7W EIE BY: L W. O.
24 V Y 6" WP0 aced iberglass Insulation (9) ga. alvalume tanding eam oof ga alvalume tanding eam oof 6" WP0 aced iberglass Insulation (9) 8" teel Purlin ga alvalume tanding eam oof 6" WP0 aced iberglass Insulation (9) 8" teel Purlin 6" WP0 aced iberglass Insulation (9) 7 ga. alvalume tanding eam oof Eave trut 8" teel Purlin 8" teel Purlin utter igh Eave eight '0 /" Low Eave eight '0" Low Eave eight '0" Low Eave eight '0" Low Eave eight '0" End after ownspout o Proposed torm ewer End after abrication oom Warehouse 8" teel "Z" irt 6 ga. PB Panel etal iding olumn teel olumn by etal 6 ga. teel Liner Panel " WP0 aced iberglass Insulation () teel olumn by etal teel olumn by etal 6 ga. PB Panel etal iding 8" teel "Z" irt yp. 8" teel "Z" irt " WP0 aced iberglass Insulation () " x 8" olid mooth ace U Painted teel lashing 00'0" 00'0" 00'0" 00'0" op of ooter 97'" " ompacted #0 Limestone " ompacted #0 Limestone " ompacted #0 Limestone op of ooter 97'" " ompacted #0 Limestone Enlarged Endwall ection Enlarged olumn ection Enlarged ection Enlarged idewall ection /" = '0" /" = '0" /" = '0" /" = '0" ef. / ef. /0, / ef. / ef. / PELIIY PUPE OLY 09 eleased for Bid ate umber escription 07 OL O LO, O 68 ational arpet tore edina oad (tate oute 8), edina, O 6 LE: OE E: 0/8/0 Enlarged ections W BY: OB #: 7W EIE BY: L W. O.
3. A1.0 ARCHITECTURAL SITE PLAN a. Revised location of ADA Parking Ramps, to match what should be existing to remain
ddendum 0 Project ame: K arket treet ocation#: 00- ate: 0/0/08 rawing odifications..0 a. igh ensity torage revised from rd Party nstalled to K nstalled..0 Y a. oted mergency Water onnection..0 U P a. evised
More informationADDENDUM NUMBER THREE
ovember 0, 08 OO LII YM U of U roject umber 9 he following is issued to supplement and/or revise the id ocument as described below. Unless specifically changed by this or previously issued, the id ocument
More informationIf this addendum issued appears incomplete, notify the architect immediately.
U # ilm treams at the undee heater P Project #0 ecember 06 his addendum is issued by the wner to all known bidders prior to receipt of Proposal. idders shall acknowledge receipt of this ddendum by so indicating
More informationCUSTOM MODULES (Commercial / Moisture Resistant / Hermetic)
TO O (ommercial / oisture esistant / ermetic) apabilities: ustomers looking for application specific custom power modules benefit from owerex s years of experience in chip manufacturing and design / engineering.
More informationES FIELD 1014' - 0" N1 ES121-0a.F J11 ES M M
0 IO 0 YO 0 I 0a. 00.0 0 0 0 0 () " () " OVI IY. IU VIO O I IY IX O IZ. OOI IY OU QUI. OO O O QU I IY 0. 0.O V/O OX. I I I O IUII U I- OX O OU O I, O OX IY OI. OO OVI I IV I O OU I IY. QU OU 00 I 00V I
More informationMS/Standard how to order
/tandard how to order I--5015 and I-5015 ype (older ontacts) 102 18 W () 1 2 5 7 8 1. onnector ype designates ilitary tandard * designates service class and with proprietary special * designates service
More informationIntegrated Silicon Pressure Sensor Altimeter/Barometer Pressure Sensor On-Chip Signal Conditioned, Temperature Compensated and Calibrated
reescale emiconductor Technical Data Integrated ilicon Pressure ensor ltimeter/arometer Pressure ensor On-hip ignal onditioned, Temperature ompensated and alibrated The PX4115 series is designed to sense
More informationJHC series electrical connector
i lil oo i iouio oli wi I-- Ⅲ i i- ui ouli wi i-looi i ll iz, li i wi, i o iy I/I ili ovl i o, oo-oo i ii i viio u i u, li i vio li wi,, oi,. liio: i il ii [il] oui: luiu lloy, il l li: - y iu li lol il
More informationBee Cave Clinic Falconhead at Vail Divide Bee Cave, Texas
RVII: I: V U U U U P R P R R W IP R U RR R I I I P W W I Q QUIP W W XI XP X P V P /R RP R V R R R W W W RIZ Y I I I I I IU I V,# V V UI IR I UI UI II I R RI WI IIII U R V II II V II R IR I UI UIU P RI,
More informationUCT RPE INTERIOR BUILDOUT 100 % CD SET UTHSCH - UT
U P IIO UIOU U - U 07O 00 annin I P I OUIIO OU P I W I & I O U WII 00 % 07O 0.0 opyright 07 W rchitects, Inc. ouisiana th loor ouston, 70 7 whrarchitects.com U P IIO UIOU 00 % 0.0 VIIO I/PUI YO ( YO OW
More information1. ALL PLUMBING WALLS TO BE 6 METAL STUDS UNLESS OTHERWISE NOTED.
: O: = M.. = = O M/ O I MOP I OO OI W = = I W OO HH II O IIO OO I. PMI W O 6 M OHWI O.. OO O 6" OM W O OHWI O.. O O HV I O.. OO O POVI PYWOO I O WOO OI HI YW O MOI O WO IX.. IIO W O -/" M W w/ /" YPM O.
More information1500 SAN PABLO AVENUE BERKELEY, CA (PROPOSED PROJECT)
500 PB VU BKY, (PP PJ) G PJ M PMY G VW -7-05 ZG PP (V): /0/05 Page of 36 U-Z @ x34, -Z @ x7 50-465-700 -W W BKY MM rea abulation -W (By Use) ot ncl. Parking menities 4487.7 Bikes 43.4 irculation 683.5
More informationT h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
More informationS4.3 1'-6" (628'-0") 2'-6" 1'-0" 2'-0" C4 633'-11" (628'-0") PILASTER (6"x18") STAIR 3 CONCRETE TIE BEAM. (24"x12") 632'-7" C3 633'-11"
...... 0 0. 0. 0. '- '- '- '- '- '- '- '- 0'- '- 0'- '- 0'- '- '- '- 0'- '- '-" '- '- '- Y.... S S. S. '- '- '- 0'- '- '- '- '- '- '- 0'- '- '- '- '- '-" W '- ('-") ('-) (x") (x") ('-) ('-) ('-) S.S '-".S
More informationSpecifications. Stroke length. Small direct mounting cylinder MDC2 Series. Port size: M3 (For 4, 6, 8 mm bore) M5 (For 10 mm bore) Descriptions
mall direct mounting cylinder 2 eries ort size: (or,, mm bore) (or mm bore) I symbol ingle acting spring return type ingle acting spring extend type ouble acting VI. pecifications escriptions ore size
More informationLOW NOISE, JFET INPUT OPERATIONAL AMPLIFIERS
These low noise T input operational amplifiers combine two state of the art analog technologies on a single monolithic integrated circuit. ach internally compensated operational amplifier has well matched
More informationCase Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed.
ARCH 631 Note Set 11 F015abn Case Study in Reinfored Conrete adapted from Simplified Design of Conrete Strutures, James Ambrose, 7 th ed. Building desription The building is a three-story offie building
More informationColumn w/laterals. Steel Column A992 50ksi Steel (see sheets 4-7)
olumn w/ SOREOR HEIGHT WITH ddtional display area consisting signs, arches, message centers or video above or below the scoreboard. (see sheets -6) for column and pier sizing) TOP SOREOR SETION Overall
More informationCOMPACT CYLINDERS SERIES CMPC Ø
T YIE EIE 0 ompact cylinder series available in numerous versions to meet a full range of requirements: With or without magnet ingle-acting extended rod, retracted or through-rod ual-acting non-rotating
More informationPS 127K NEW BUILDING FURNITURE LAYOUTS-CELLAR FLOOR
resident & O orraine rillo oard of rustees hancellor armen ariña, hairperson urtis. arris mily. Youssouf rchitecture & ngineering. ruce arrett, R...., Vice resident lan R. bneri,.., enior irector, esign
More informationUniversity of South Carolina
Jumper arter ease oof epair ast round evel P000 rchitects P Meeting treet West olumbia outh arolina F U JUMP, P W UMB -700 F U M K MY /9/0 :8: PM :\0\0 - U - eplace oofing for ast rand V ustod & Fac upply
More informationB U I L D I N G D E S I G N
B U I L D I N G D E S I G N 10.1 DESIGN OF SLAB P R I O D E E P C H O W D H U R Y C E @ K 8. 0 1 7 6 9 4 4 1 8 3 DESIGN BY COEFFICIENT METHOD Loads: DL = 150 pc LL = 85 pc Material Properties: c = 3000
More informationRCC RESTROOM RENOVATION
5 7 8 0 U O 0/0/0 W POT TOOM OVTO TOOM OVTO W OTT: 50055 W nternational irport P.O. ox 8 W irport, TX. 75 U O 800 uffalo peedway, uite 550 ouston, Texas 7708 T POT#: P 8807 T T T T UY 0, 0 PMT#: 88 T M.
More informationSwords/Airport Ú City Centre Route Maps
/p Ú p lb p b l v b f p Ú lb EWOW O l b l l E l E l pl E Þ lf IO bl W p E lb EIWY V WO p E IIE W O p EUE UE O O IEE l l l l v V b l l b vl pp p l W l E v Y W IE l bb IOW O b OE E l l ' l bl E OU f l W
More informationPLUMBING COVER SHEET WILLOW ROAD, GLENVIEW, ILLINOIS
PLI IX O-I L IX OI.W. (O ) OI.W. (O ) IY (O ) (O ) K W LO " - " " (L VLV) IL /" - " /" (L VLV - WOW) LVOY /" /" /" /" O & KI IK /" /" /" /" O (IL KI) IK /" /" /" /" O & OP I /" /" " /" - LI W OL /" - /"
More informationHYDRONIC EQUIPMENT SCHEDULE EQUIPMENT MANUFACTURER MODEL SPECIFICATIONS NOTES
YOI IP 1 OIV W1 1 ZO W 1/24 2 ZO W 1/24 P1 O OI X 20-3 P2 O OI X -4 P3 O OI X 3-4 P4 O OI X 3-4 1 OIV 030 XP1 O X-1(V) Y1 IO P1 1 OP OP 1 X O-00 W O OI, 1 X. IP, 144 X. OP, OI, 10:1 OW IO, 3" I I, 3" V
More informationCase Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed.
ARCH 631 Note Set 11 S017abn Case Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed. Building description The building is a three-story office building
More informationIndustrial/Commercial Evaporative Coolers Specification Guide
Industrial/ommercial vaporative oolers pecification uide IIIO I O O: / 00 / 0 / 0 / 00 / 00 / 0 / 0 / 00 // 0 V OI. OIO eavy gauge galvanized steel is used for cabinet panels and other load bearing components.
More informationDave & Robin Davalos New Residence 20 Golden Eagle Drive Republic, WA 99166
S www.reenstructuresw.com X 640 SLM, 97304 H# 503.5.2029 FX# 503.339.9570 V: S LS opyright reen Structures W 203 S 07/30/203 - SW SZ & H H W : V HLMS V & VLS 20 L L UL, W 9966 S Supplier and nstallation:
More informationNEW TSUBAKI NEP CHAIN. SUPERIOR CORROSION RESISTANCE Patent Pending. Complies with RoHS
EW UBAI E AI UEI I EIAE atent ending omplies with o subaki is eliminating all surface coated chains that contain designated hazardous chemicals* and working towards reducing our environmental load. * exavalent
More informationExplanatory Examples for Ductile Detailing of RC Buildings
Document No. :: IITK-GSD-EQ-V3.0 Final Report :: - Earthquake Codes IITK-GSD Project on Building Codes Explanatory Examples or Ductile Detailing o RC Buildings by Dr. R. K. Ingle Department o pplied echanics
More informationREED AVENUE APARTMENTS ELECTRICAL
V P rchitecture andscape rchitecture onstruction anagement outh 00 ast, uite 00 alt ake ity, t ph. 0..00 fax 0.. G P o. Y. G G he designs shown and described herein from K rchitecture, inc. hese drawings
More informationLecture 7 Two-Way Slabs
Lecture 7 Two-Way Slabs Two-way slabs have tension reinforcing spanning in BOTH directions, and may take the general form of one of the following: Types of Two-Way Slab Systems Lecture 7 Page 1 of 13 The
More informationANNOTATIONS AND SYMBOLS
OT. The ontractor shall be responsible for securing all necessary permits, fees, approvals and tests for the work. ll construction and materials shall comply with applicable local, state and federal regulations/laws/codes..
More information2025 CENTER STREET PARKING STRUCTURE
enter treet 0 IG 0 enter treet erkeley, 0, os ngeles VIIO MO H IDX rchitecture / ngineering / onsulting 0 - th treet uite 00, elephone 0 000 ax 0 00 //0 0::0 M D:\-00--0.rvt.. I.D. DD D... I OX H H M....
More informationSeptember 10, Addendum 4: Architect responses to RFI s to date as of 18:00 CST, 9/7/2018:
eptember, 0 endum : rchitect responses to s to date as of :00, //0: E: the location of Panel as identified on E partial plan has been aed at the upper left of sheet E his panel is shown on sheet 00_ofpdf
More informationCHAMPION MARQUIS SPECIFICATIONS GUIDE UIDE FOR COMMERCIAL MODELS
I O I IO I IIIO I IIIO I O OI O IIIO I O O: / 00 / 0 / 0 / 00 / 00 / 0 / 0 / 00 // 00 V OI. OIO eavy gauge galvanized steel is used for cabinet panels and other load bearing components. Vacuumformed plastic
More informationEmerson Climate Technologies (India) Private Limited Karad Dhebewadi Road Karad INDIA
merson limate echnologies (ndia) rivate Limited MRR MDL merson limate echnologies (ndia) rivate Limited Karad Dhebewadi Road Karad - 415 110 D ote: ales compressor drawing number and compressor model name
More informationMarshall Courts Renovations - Building #6 Newport News, Virginia
MN Newport News edevelopment and ousing uthority Marshall ourts enovations - uilding # V design architects, pc : UUL NN: M., L., PLUM., NN: LNP : 0 NOLP NOOL, VN 0.. X. V design architects, pc 0 andolph
More informationAmerican National Bank 5430 Hwy 78 Sachse, TX Direct: Fax: WIRING INSTRUCTIONS
merican National ank 5430 wy 78 Sachse, TX 75048 972-675-9629 irect: 214-863-5847 ax: 214-863-6136 WRN NSTRUNS NK: merican National ank 102 W Moore venue Terrell, TX 75160-0040 ROUTN # 111901519 RT : allagher
More informationFood Lab Renovations, A.C. Reynolds High School
P G M G V G. 0 K X V. P. Food ab enovations,.. eynolds igh chool ocation Map 0// Buncombe ounty chools sheville, orth arolina V 0 onstruction ocuments ubmittal 0 K V Fairview.. Y G XY GYM V V M F FY P
More informationA B C D E F G H J K L M N P Q
onnectors Vertical ount Vertical ount rinted ircuit oard icro - ilter onnectors. These vertical mount connectors are ideal for flexible circuit or motherboard applications. ey eatures include gold plated
More informationValve Products ADEX Series Valves
atalog 000-2US X alves X is a miniature low power consumption solenoid valves, ideal for powering small to mid-sized pneumatic actuators used in automation and process applications. X's versatility is
More informationX-Ray Notes, Part III
oll 6 X-y oe 3: Pe X-Ry oe, P III oe Deeo Coe oupu o x-y ye h look lke h: We efe ue of que lhly ffee efo h ue y ovk: Co: C ΔS S Sl o oe Ro: SR S Co o oe Ro: CR ΔS C SR Pevouly, we ee he SR fo ye hv pxel
More informationALUMINUM STRUCTURAL PLATE HEADWALLS AASHTO LRFD BASIS OF DESIGN
ALUMINUM STRUCTURAL PLATE EADWALLS AASTO LRFD BASIS OF DESIGN LANE ENTERPRISES, INC. www.lane-enterprises.com Required Backfill and Load Cases: ALUMINUM STRUCTURAL PLATE EADWALLS BASIS OF DESIGN Backfill
More informationA typical reinforced concrete floor system is shown in the sketches below.
CE 433, Fall 2006 Flexure Anali for T- 1 / 7 Cat-in-place reinforced concrete tructure have monolithic lab to beam and beam to column connection. Monolithic come from the Greek word mono (one) and litho
More informationUBI External Keyboard Technical Manual
UI Eer eyor ei u EER IORIO ppiio o Ue ouiio e Eer eyor rie uer 12911 i R 232 eyor iee or oeio o e re o UI Eyoer prier Eyoer 11 Eyoer 21 II Eyoer 41 Eyoer 1 Eyoer 1 e eyor o e ue or oer UI prier e e up
More informationExample 1. Examples for walls are available on our Web page: Columns
Portlan Cement Association Page 1 o 9 Te ollowing examples illustrate te esign metos presente in te article Timesaving Design Ais or Reinorce Concrete, Part 3: an Walls, by Davi A. Fanella, wic appeare
More informationDr. Mohammed E. Haque, P.E. Lecture Notes
nalysis of Selected Determinate Structural Systems Planar Trusses Method of Joints Planar Trusses Method of Sections Pinned Frames with Multi-force Members Retaining Walls OS321Haque 1 Planar Trusses Method
More informationIntelligence is Simplicity
Intelligence is implicity lmo armonica, ello, assoon ervo rives and Motor ackages lmo offers servo drive and motor solutions for the industrial market. Our servo drive and motor packages offer high-end
More informationOH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
More informationTwo Way Beam Supported Slab
Two Way Beam Supported Slab Part 2 The following example was done by Mr. Naim Hassan, 3 rd Year 2 nd Semester Student of CE Dept., AUST 16 The following Example was done by Md. Mahmudun Nobe, ID -.01.03.078,
More informationElevator Control Valves
E 00 Elevator ontrol alves IO 00 he LIN E 00 program includes the widest range of options offered to the elevator industry for high performance passenger service. Easy to install, E 00 s are smooth, reliable
More informationChapter 4 Seismic Design Requirements for Building Structures
Chapter 4 Seismic Design Requirements for Building Structures where: F a = 1.0 for rock sites which may be assumed if there is 10 feet of soil between the rock surface and the bottom of spread footings
More informationCAVALIER SPA & SALON UPFIT
7 9 0 7 V S & SO U 0 OY O, V, V U YS SSOS, S. V., SU 0 S V, O 77--7 : 77-- S 0// O OW O V OS. U o. 00 Sheet ist Sheet umber Sheet ame S WS O US, O, O OU, WO O O W SO V WOU SSO O U YS SSOS VY - S OO - S
More informationTV Breakaway Fail-Safe Lanyard Release Plug Military (D38999/29 & D38999/30)
y il- y l l iliy (/9 & /0) O O O -..... 6.. O ix i l ll iz y o l yi oiio / 9. O / i --, i, i- oo. i lol il l li, oi ili i 6@0 z iiio i., o l y, 00 i ooio i oli i l li, 00 o x l y, 0@0 z iiio i.,. &. ll
More informationP a g e 5 1 of R e p o r t P B 4 / 0 9
P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e
More informationMEEWASIN VALLEY AUTHORITY CHIEF WHITECAP PARK
IR HILIK EE R K H OO HE HE I H E E LOO PLI PRKI LO (40 LL) O PRK RIL EII RIL O E UPRE IY O KOO EE - O PRK EEI R RIL EEI VLLEY UHORIY HIE HIEP PRK LI O RI O PRK (80 acres) RE-VEEE REQUIRE (URLIZE ) EII
More informationPEDIATRICS WEST - McADORY
P W - McY N N N0. M N M M M - M M 0 VW WN NX PJ M N N YN U.N.N 0 //0 :0:0 M :\Users\richard\ocuments\PW-Mcdory_richard.rvt WN PPY N N YN N N PU, P N W N P U NY PUP WU PPV N N YN N UN UPN QU. NU Mc, 0 0'
More informationFayoum University. Dr.: Youssef Gomaa Youssef
Fayoum University Faculty o Engineering Department o Civil Engineering CE 40: Part Shallow Foundation Design Lecture No. (6): Eccentric Footing Dr.: Yousse Gomaa Yousse Eccentric Footing Eccentric ooting:
More informationBore size: 4, 6, 8, 10. Double acting. Double acting Compressed air Withstanding pressure Ambient temperature Port size
*2 2 2 G 2 V2 /V2 V 2 * * U U G U2 2 U 2 G pecifications troke length ore size ylinder switch specifications escriptions pplications utput method ower voltage oad voltage oad current urrent consumption
More informationSTATE OF NORTH CAROLINA DIVISION OF HIGHWAYS ONSLOW COUNTY LOCATION:US 17 (WILMINGTON HIGHWAY) AND SR 1130 (OLD MAPLEHURST 17
// H V HY ee heet or ndex of heets H H J J J / J UY u r g a w Hwy t es hw ch ut e o dl id M Y :U M HY) MHU ) JKV U H John son l vd MVM M V M JKV op, M on tfo rd a ndi ng d,, % Y K:,, V, UU, M on tfo rd
More information264m. Raggengill Gilkerscleuch. Abington. 250m. Cottage. Iss. Mast. 246m. TER R AC E 240m OO KE TE H U N TE COLEBROOKE. Over Abington STATION.
I 4 4 I I L KY t lttio F 9 ott v bito 4 4 F L ii 3 lui 1 p F L F I I 9 F L I LK i i tip i 9 6 v bito U l K L 6 ott bito i 5 1 5 9 i oo 8 4 6 otl it o ov b i o 116-3 ott 6 i i ollt u o v bito 4 lo i 6 v
More informationPhysics 232 Exam II Mar. 28, 2005
Phi 3 M. 8, 5 So. Se # Ne. A piee o gl, ide o eio.5, h hi oig o oil o i. The oil h ide o eio.4.d hike o. Fo wh welegh, i he iile egio, do ou ge o eleio? The ol phe dieee i gie δ Tol δ PhDieee δ i,il δ
More informationEmerson Climate Technologies (India) Limited Karad Dhebewadi Road Karad INDIA
merson limate echnologies (ndia) Limited MRR MDL R53KQM-D-XXX (@ 50 Hz) BLL MRL 101, 102, 103, 201, 202, 203 ote : ales compressor drawing number and compressor model name are the same. 1 01 urrent merson
More informationMethod of Consistent Deformation
Method of onsistent eformation Structural nalysis y R.. Hibbeler Theory of Structures-II M Shahid Mehmood epartment of ivil Engineering Swedish ollege of Engineering and Technology, Wah antt FRMES Method
More information* DENOTES THE FOLLOWING:
I I : nless otherwise specified on the working drawing which forms a part the specification, the ontractor/eveloper shall furnish the following items at no cost to the dison ompany II I I outhern alifornia
More informationSYMBOLS LEGEND 2. ADDITIONAL SYMBOLS ARE DEFINED ON OTHER SHEETS. 3. GRAPHIC SYBOLS INDICATE ITEM LOCATIONS AND ARE NOT DRAWN TO SCALE.
XV UVY V 00 VY KWY, 07 00 Victory arkway incinnati, 07 roject : 0 K. M 0/07/07 YM. Y YM WK Y M U W.. YM.. Y M W. : M: : V 00 VY KWY, 07 0 0 M M YM UM UM YM UM UM V UM 0 oom name 0 i M KY W VW XM VY M :
More informationA L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
More informationStructural Calculations For:
Structural Calculations For: Project: Address: Job No. Revision: Date: 1400 N. Vasco Rd. Livermore, CA 94551 D031014 Delta 1 - Plan Check May 8, 2015 Client: Ferreri & Blau MEMBER REPORT Roof, Typical
More informationa 1 ft2 144 in 2 b 26 in.
1 1. The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the floor is a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the
More informationC IN CLOSED POSITION D M S L IN CLOSED POSITION E M N. Closed Closed
UNVA JON OPN UNVA JON HA-AN OOON-AN MAA: Joints - 0 eries tainless teel pline - tainless teel OPAN MPAU: 0 to +0 (YP) PHON:..00 AX:.. WWW.P-.OM N O POON PN MAX. 0 Ø NH OMPONN atalog Number A X -0 A X -0
More informationFrom Table 1 4. DL = [12 lb/ft 2 # in.(6 in.)] (15 ft)(10 ft) = 10,800 lb. LL = (250 lb/ft 2 )(15 ft)(10 ft) = 37,500 lb.
1 1. The floor of a heavy storage warehouse building is made of 6-in.-thick stone concrete. If the floor is a slab having a length of 15 ft and width of 10 ft, determine the resultant force caused by the
More informationP a g e 3 6 of R e p o r t P B 4 / 0 9
P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J
More informationFor sunshades using the Zee blades wind loads are reduced by 10 psf.
C.R. Laurence Co., Inc. 2503 East Vernon Los Angeles, CA 90058 24 July 2009 SUBJ: CR LAURENCE UNIVERSAL SUN SHADES The CRL Universal Aluminum Sun Shades were evaluated in accordance with the 2006 International
More informationYamaha Virago V-twin. Instruction manual with visual guide for Yamaha XV
Yamaha Virago V-twin Instruction manual with visual guide for Yamaha XV700-1100 PHOTO HOWN FOR ILLU TRATION PURPO E ONLY We o use a o e pie e housi g a d s all si gle to e oils fo i p o ed ope aio. If
More informationCity National Civic. Venues. Fast Facts. Venue Synopsis. 135 West San Carlos Street, San Jose, CA SAN-JOSE
Venues West San arlos Street, San ose, 00-S-S www.sanjosetheaters.org ast acts ocated across the street from the San ose onvention enter,0 maximum reserved seating capacity, with flexible seating configuration,
More information1. Introduction Description of Impoundments 1
Mercer enerating tation, Hamilton Township, ew Jersey ctober, Table of Contents. Introduction. escription of Impoundments. 7 Annual Inspection. Annual Inspection.. eview of Available Information.. Visual
More informationExterior Building Renovations
xterior Building enovations Fifth treet Henderson, 0 Project : 0-0 ate: J, 0 OPL O L H F O O P L uite 00 outheast hird treet vansville, ndiana 0- :.. F:.. H POJ LOO HH VH OMMOWLH JFF J XH M V OH M FFH
More informationFluid Cooling Shell & Tube EC Series
Fluid ooling hell & Tube eries 01 O & TL OTTIO erformance otes ugged steel shell construction /" tube size Larger shell diameter than K,.0" maximum diameter High flow capacity & performance High efficiency
More informationAmphenol RNJ LOW PROFILE. Harsh Environment Rack & Panel Cylindrical Connectors
ol O O vo & l yll oo O O
More informationValley Forge Middle School Fencing Project Facilities Committee Meeting February 2016
Valley Forge iddle chool Fencing roject Facilities ommittee eeting February 2016 ummer of 2014 Installation of Fencing at all five istrict lementary chools October 2014 Facilities ommittee and
More informationTin Barn Brewing. New Brewery J 1032 SF. New Brewery First Floor Area Plan ABOVE FINISHED FLOOR CONTROL JOINT CENTER LINE
9/9/07 0:0:8 7 8 9 0 ew rewery 9 ake Station Road, Warwick, Y 0990 88 S UP eck 0 S ew rewery rea Plan /" = '-0" 0 9 ake Station Road Warwick, Y 0990 PROT IORTIO 0 00 ist of bbreviations rchitectural egend
More informationMIL-DTL SERIES 2
o ll oo I--26482 I 2 I--26482 I 2 OI O 34 70 14 4 09 70 14 4 71 l, l o 74 l, u 75 lu, I ou 76 lu, luu, l oz luu, lol l luu, olv u ov lol l l l, v ll z 8, 10, 12, 14,, 18,, 22, o 24 I o lyou I--69 o y o
More informationEXHAUST FAN SCHEDULE AIR FLOW FAN TYPE MARK MFR
YP XUS SU W SP P P V PS z WS WG S. SP V G SYS VS SPS. W S w w w. t e a m f w a. c o m o s n g e l e s u l l e r t o n. 955 500 0.50 inwg 7 08 V 60 z 47 W 0 WS XUS. G50 50 0. inwg 00 / 0 V 60 z 6 W 5 XUS.
More informationSPXTIN : Sleeve Adapter for Mast
0 TNIL SPXTIN-0: eight Safety Lifting Load ontrol Safety Management T SpanSet ustralia Ltd 0 Old athurst Road mu Plains NSW 0 ustralia Telephone + 9 ax + 0 -mail sales@spanset.com.au Internet www.spanset.com.au
More informationIVIL.COM, C. English - Arabic. Arrow Assume Assumption Available Average Axes Axial Axis
Abrupt Action Accuracy Accurate Advantage Algebra Algebraic Algebraic equation English - Arabic Algebraic expression Algebraic sum Allow Allowable Ambiguous Analyze Analysis f sections Structural analysis
More informationWork with a partner. Use dynamic geometry software to draw any ABC. a. Bisect B and plot point D at the intersection of the angle bisector and AC.
.6 Proportionality heorems ssential uestion hat proportionality relationships eist in a triangle intersected by an angle bisector or by a line parallel to one of the sides? iscovering a Proportionality
More information8.3 Design of Base Plate for Thickness
8.3 Design o Base Plate or Thickness 8.3.1 Design o base plate or thickness (Elastic Design) Upto this point, the chie concern has been about the concrete oundation, and methods o design have been proposed
More informationTurning Indexable Inserts
urning Indexable s ~9 urning Indexable s Identification ystem Color Chipbreaker election egative s ositive s ow to read pages of urning s / / ineup urning egative s C 80 hombic D hombic arallelogram ound
More informationLLOQ=UWQOW=^j @ LOW O LOO O U L U LO U O OOLL L L LOW U O O LO OUU O OOLL U O UO UO UX UXLY UL UOO Y Y U O OOLL O Y OUU O OOLL U L U U L U OU OO O W U O W ULY U U W LL W U W LL W ULY ULO K U L L L OOL
More information1930 OCEAN STREET EXTENSION
193 XI L I D H -15721 I DI F. DIG 5 31 9 F L I F I UL /Users/dda4imac12/Dropbox/U PJ/ 216/216 evision 4/ P I-216 4.pln wners: ick Moe raig owell 831-462-159 831-426-963 Fax: 831-462-5773 Fax: 831-457-2
More informationEasy Steps to build a part number... Tri-Start Series III CF P
ulti-l i Oti iul ( oto) ow to O ol os sy ts to uil t u... i-tt is 1. 2 3 4. 5. 6. oto y til iis ll tyl ll iz- st t ott y & y/ ywy ositio 50 9 0 17-08 ol ulti-l i oti otos o us wit ulti-o sil o tii o y
More information8700 Xylon Avenue N CONTACT US. Brooklyn Park, MN OFFICE WAREHOUSE BUILDING FOR SALE > Erik Nordstrom
U UL F L > 8700 ylon venue rooklyn Park, M 55445 U ob rass 952 897 7757 rob.brass@colliers.com ndrew dney 952 897 7709 andrew.odney@colliers.com rik ordstrom 952 897 7885 erik.nordstrom@colliers.com olliers
More informationSoftware Verification
EXAMPLE 17 Crack Width Analyi The crack width, wk, i calculated uing the methodology decribed in the Eurocode EN 1992-1-1:2004, Section 7.3.4, which make ue of the following expreion: (1) w = ( ),max ε
More information2/23/ WIND PRESSURE FORMULA 2. PERCENT OF ALLOWABLE STRESS 3. FATIGUE DESIGN
Original Title Presented by Northwest Signal copyright 2010 Designing & Building Structural Steel Products since 1976 Primary Users Traffic Signal Strain & Mast Arm Poles Cantilever & Bridge Sign Structures
More informationRigid and Braced Frames
RH 331 Note Set 12.1 F2014abn Rigid and raced Frames Notation: E = modulus of elasticit or Young s modulus F = force component in the direction F = force component in the direction FD = free bod diagram
More informationUNLV VIVARIUM CAM 1513/PC-5352 PERMIT SET 06/17/2016 PROJECT ADDRESS: 4505 SOUTH MARYLAND PARKWAY LAS VEGAS, NV 89154
UV VVUM M 53/P-5352 PMT T enderson, V 8905 06/7/206 PJT DD: MYD PKWY V, V 8954 D TM TT TT YD KMY TT 709 V VD UT D, VD 8904 T DW D PFT T PPTY F TT YD KMY TT D MY T B PDUD UD F Y PUP WTUT T TT WTT T. TUMT
More informationM Line Card Redundancy with Y-Cab l es Seamless Line Card Failover Solu t ion f or Line Card H ardw or Sof t w are Failu res are Leverages hardware Y-
Line Card Redundancy with Y-Cab l es Technical Overview 1 M Line Card Redundancy with Y-Cab l es Seamless Line Card Failover Solu t ion f or Line Card H ardw or Sof t w are Failu res are Leverages hardware
More informationfive mechanics of materials Mechanics of Materials Mechanics of Materials Knowledge Required MECHANICS MATERIALS
RCHITECTUR STRUCTURES: FORM, BEHVIOR, ND DESIGN DR. NNE NICHOS SUMMER 2014 Mechanics o Materials MECHNICS MTERIS lecture ive mechanics o materials www.carttalk.com Mechanics o Materials 1 rchitectural
More information