Studio NYL Structural Engineers 2995 Baseline Road #314 Boulder, Colorado P F

Size: px
Start display at page:

Download "Studio NYL Structural Engineers 2995 Baseline Road #314 Boulder, Colorado P F"

Transcription

1 99 aseline Road # oulder, olorado P

2 99 aseline Road # oulder, olorado P N # XXXXX SLE: X/X":'-0"

3 '-0" '-0" '-0" '-0" '-0" '-0" '- " '-0" '- " 9'- " '- " '-0" 0'-0" '-0" 0'-0" '-0" '-0" '-0" 99 aseline Road # oulder, olorado P '-0" '-0" '-0" '-0" '-0" ELEVTOR PIT " NW ON. STRUTURL LOOR W/ "O E. WY TOP & OTTOM ON VOI ORM '-0" EMISING WLL GRE EMS SSUME 0" WIE x '-0" EEP. '- " EXTERIOR WLL N ORRIOR WLL GRE EMS SSUME 0" WIE x '-" EEP. 0'-0" '-0 " '-0". "Ø TYPILLY. "Ø W/ '-0" LENGTH N ' PEN UNER LL STEEL OLUMNS (SEE S.). MINIMUM LENGTH N MINIMUM PENETRTION PER GEOTEH REPORT. OUNTION NOTES: '-0" N OUNTION PLN SLE: /":'-0" NOTE:. STRUTURL LOOR OPTION SHOWN.. OR N LTERNTE " NW ON. S.O.G. LOOR W/ OVER-EXVTION OPTION SSUME x W.xW. WW IN SL, EPTH O OVER-EXVTION PER GEOTEH, N OMIT LL RILLE PIERS THT RE NOT UNER ONRETE GRE EMS.. REER TO GENERL STRUTURL NOTES RWING.. VERIY LL IMENSIONS WITH RHITETURL RWINGS.. VERIY SITE TUM WITH RHITETS RWINGS.. ONTRTOR SHLL VERIY LL IEL IMENSIONS PRIOR TO ONSTRUTION.. TYPIL ETILS RE NOT UT T EVERY LOTION THEY OUR. I ONITION IS UNLER, ONTT RHITET IMMEITELY EORE PROEEING.. ROST EPTH IS -0.. RILLE PIER MRKS,, N RE PER SHEET S-00 RILLE PIER SHEULE.. TOP O RILLE PIERS T INTERIOR OLUMNS IS 99'-0. TOP O RILLE PIERS T ONRETE WLLS IS 9'-. 9. REER TO SHEET S-00 OR RILLE PIER SHEULE N TYPIL ETILS OR RILLE PIER ONSTRUTION. 0.ONRETE OLUMN MRKS,, ET RE PER ONRETE OLUMN SHEULE..INTERIOR SL ON GRE SHLL E ONRETE REINORE WITH x-w.xw. WW ON IMPORTE ILL. SEE GEOTEH REPORT OR ETILS. EXTERIOR SL ON GRE SHLL E PER IVIL ENGINEER/GEOTEH ETILS..TOP O INTERIOR SL IS REER TO RHITETURL RWINGS OR REERENE TUM..TOP O GRE EM IS UNO..TOP O RIK LEGE IS UNO. OORINTE WITH RHITETURL RWINGS..OORINTE LL OPENINGS THROUGH LOORS N WLLS WITH RHITETURL, MEHNIL, ELETRIL, PLUMING N IVIL RWINGS. TRIM OPENINGS S SHOWN ON PLNS..SEE MEH, ELET, N IVIL RWINGS OR SLEEVE LOTIONS. PIPES, ONUITS N OTHER PENETRTIONS NOT SHOWN SHLL NOT PSS THROUGH MSONRY OR ONRETE WLLS OR STEEL EMS OR OLUMNS WITHOUT PRIOR PPROVL ROM STRUTURL ENGINEER O REOR..VERIY EXT LOTION O STEPS, RMPS, EPRESSE N/OR RISE RES O SL-ON-GRE WITH RHITETURL RWINGS..MW, MW, ET - S SHOWN ON PLNS INITES MU WLL, SEE MU SHEULE.

4 '-0" '-0" '-0" '-0" '-0" '-0" '- " '-0" '- " 9'- " '- " '-0" 0'-0" '-0" 0'-0" '-0" STIR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT '-0" '-0" '-0" STRONG-WLL '-0" STRONG-WLL '- " STRONG-WLL '-0 " 0'-0" '-0" '-0" J J J SW SW SW SW SW SW SW SW SW SW SW SW SW ELEVTOR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT 9 OPEN J RG WLL E RG WLL SW 0 J J J RG WLL RG WLL RG WLL RG WLL RG WLL J RG WLL RG WLL RG WLL RG WLL RG WLL SW J ST K W0x '-0" ST ST SW ST ST ST SW ST J J SW SW K J SW ST OPEN ST 0K K W0x J K (TYP.) ST ST RG WLL ST J ()LVLT ()K (TYP.) STRONG-WLL STRONG-WLL STRONG-WLL RG WLL RG WLL RG WLL J J ST ST STRONG-WLL TYP LL EKS POST SHEULE LEL: E G H I SIZE: ()x H# () x H# () x H# () x H# () x LVL () x LVL () x LVL ST ST ST N ST ST SW ST SW RG WLL LEVEL RMING PLN SLE: /":'-0" ST J STRONG-WLL HSSxx K K K ST K SW J ST9 '-0" ST K 0K 0K 0K K ST ( SPN) ST ( SPN) SW ST ST K (TYP.) J ST STRUTURL MEMER SHEULE J ST9 ST ST J ST0 ST SW STRONG-WLL ST K EM/ HEER LEL: SIZE ONITION J "O.. JOIST J "O.. JOIST J "O.. JOIST J " "O.. JOIST J x H.. "O.. JOIST ()9 " LVL HEER () LVL HEER ()x0 HEER () LVL LUSH () LVL -SPN LUSH () LVL -SPN LUSH () LVL -SPN LUSH ()x H.. # LUSH 9 () " LVL LUSH 0 () LVL LUSH ()" LVL -SPN LUSH () LVL LUSH WLL STU SHEULE (OPTION ) *LSL TOP PLTES N OTTOM PLTES REQUIRE EM/ HEER LEL: EXTERIOR ORRIOR R x "O OR ()x H.. "O.. ()x H.. "O.. R x "O OR ()x H.. "O.. ()x H.. "O.. ORRIOR x "O OR ()x H.. "O.. ()x H.. "O.. *.E LSL TOP N OTTOM PLTES LL WLLS ST J HNGER LEL: 9 ST SW ST ST J RG WLL RG WLL RG WLL RG WLL K SW ST SW SW RG WLL HNGER SHEULE SIMPSON HNGER: ITS./. ITS.0/. IUS.0/. MIT. HU LU HU- H./. H.0/. G ORRIOR J J STIR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT ONITION: N.. N.. N.. N.. N.. N.. N.. N.. N... LL HNGERS SHLL E INSTLLE PER MNU. SPES.. ILL LL ROUN, IMPLE & POSITIVE NIL HOLES (ULL NILING).. USE NIL SPEIIE Y MNU., U.O.N.. LEVE " LERNE ( MXIMUM) ETWEEN THE EN O THE SUPPORTE JOISTS/EM N HEER OR HNGER.. HNGERS OR RTERS RE TYPIL U.O.N.. OORINTE WE LOKING, I REQUIRE, WITH JOIST/RTER MNUTURER. WOO SHETHE SHER WLL LOOR SHETHING SHLL E /" PLYWOO (O RTING) N SHLL E TTHE TO RMING W/ 0d NILS "O L0NG LL PNEL EGES N "O IN THE IEL. LL STEEL OLUMNS RE HSSxx U.O.N. J RG WLL '-0" J OPEN SW RG WLL x LEGER TTHE TO RIM W/() " SS "O (TYP. LL EKS) ()T ()K (TYP.) G W0x STEEL MEMER SHEULE (OPTION ) MEMER LEL: ST ST ST ST ST ST ST ST ST9 ST0 ST ST RMING NOTES: SIZE: W0x9 Wx W0x Wx90 Wx Wx0 Wx WX Wx Wx Wx Wx W0x SW RG WLL SW. REER TO GENERL STRUTURL NOTES RWING.. VERIY LL IMENSIONS WITH RHITETURL RWINGS.. VERIY SITE TUM WITH RHITETS RWINGS.. ONTRTOR SHLL VERIY LL IEL IMENSIONS PRIOR TO ONSTRUTION.. TYPIL ETILS RE NOT UT T EVERY LOTION THEY OUR. I ONITION IS UNLER, ONTT RHITET IMMEITELY EORE PROEEING.. TOP O STEEL IS NOTE THUS (-#' -#).. REER TO TYPIL ETILS OR HEERS, ERING STUS (TRIMMER STUS) N KING STUS. TRIMMER STUS RE SHOWN THUS ON PLN ()-X WHIH IS PIEES O X. KING STUS RE IN ITION TO TRIMMER STUS. PROVIE MINIMUM ()-X TRIMMER STUS UNER EH EM OR HEER WHERE NOT NOTE ON PLN.. OR SHERWLL SHEULE SEE SHEET S-.. LL SHERWLLS RE SW- UNO. 9. OR MISELLNEOUS STEEL OR MSONRY LINTELS NOT SHOWN ON PLNS, SEE GENERL STRUUTRL NOTES N TYPIL ETILS. MSONRY ONTRTOR SHLL OORINTE OPENING SIZE N LOTIONS WITH OTHER TRES 0.OORINTE LL OPENINGS THROUGH ROO, LOORS N WLLS WITH RHITETURL, MEHNIL, ELETRIL, PLUMING N IVIL RWINGS. TRIM OPENINGS S SHOWN ON PLNS..SEE MEH, ELET, N IVIL RWINGS OR SLEEVE LOTIONS. PIPES, ONUITS N OTHER PENETRTIONS NOT SHOWN SHLL NOT PSS THROUGH MSONRY OR ONRETE WLLS OR STEEL EMS OR OLUMNS WITHOUT PRIOR PPROVL ROM STRUTURL ENGINEER O REOR..REER TO RHITETURL RWINGS OR IRE RTING N UL ESIGN NUMER..LL EXTERIOR WLLS N INTERIOR ERING WLLS SHLL HVE # OULE TOP PLTES N # SINGLE OTTOM PLTE. " (SINGLE) TIMERSTRN LSL RIM (TYP.) T ENTERIOR WLLS N LL INTERIOR ERING WLLS (LOKING). STRONG-WLL STRONG-WLL STRONG-WLL 99 aseline Road # oulder, olorado P

5 '-0" '-0" '-0" '-0" '-0" '-0" '- " '-0" '- " 9'- " '- " '-0" 0'-0" '-0" 0'-0" '-0" '-0" '-0" '-0" '-0" '- " '-0 " STIR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT 0'-0" '-0" '-0" J J J SW SW SW SW SW SW SW SW ELEVTOR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT OPEN J RG WLL 0 J J 0 RG WLL RG WLL RG WLL RG WLL RG WLL RG WLL J RG WLL RG WLL RG WLL J RG WLL K W0x '-0" J RG WLL RG WLL RG WLL RG WLL RG WLL STRONG-WLL RG WLL NT Wx RG WLL Wx OPEN W0x K J RG WLL J J J J J J J (TYP LL EKS) J J ()xt ()XK (TYP. O ) J J STRONG-WLL K K K J J Wx J Wx J K Wx J NT RG WLL '-0" J RG WLL STRUTURL MEMER SHEULE EM/ HEER LEL: SIZE ONITION J "O.. JOIST J "O.. JOIST J "O.. JOIST J " "O.. JOIST J x H.. "O.. JOIST ()9 " LVL HEER () LVL HEER ()x0 HEER () LVL LUSH () LVL -SPN LUSH () LVL -SPN LUSH () LVL -SPN LUSH 9 (TYP LL EKS) J J J (TYP LL EKS) STRONG-WLL RG WLL RG WLL (TYP LL EKS) HNGER LEL: 9 J 9 (TYP LL EKS) RG WLL (TYP LL EKS) RG WLL J HNGER SHEULE SIMPSON HNGER: ITS./. ITS.0/. IUS.0/. MIT. HU LU HU- H./. H.0/. J RG WLL J STIR ORE SSUME ULLY GROUTE MU W/ "O VERT 9G LER HORIZ. REINOREMENT ONITION: N.. N.. N.. N.. N.. N.. N.. N.. N.. ORRIOR ()xt ()XK (TYP. O ) STRONG-WLL J RG WLL RG WLL J '-0" J OPEN W0x 0K SW RG WLL x LEGER TTHE TO RIM W/() " SS "O (TYP. LL EKS) J J 0 J W0x0 0 W0x W0x9 RG WLL J STEEL MEMER SHEULE (OPTION ) MEMER LEL: ST ST ST ST ST ST ST ST ST9 ST0 ST ST SIZE: W0x9 Wx W0x Wx90 Wx Wx0 Wx WX Wx Wx Wx Wx J Wx9 SW RG WLL J J SW ()xt ()XK (TYP. O ) STRONG-WLL STRONG-WLL OVERHNG (0T KSPN) STRONG-WLL 99 aseline Road # oulder, olorado P POST SHEULE LEL: E G H I SIZE: ()x H# () x H# () x H# () x H# () x LVL () x LVL () x LVL WLL STU SHEULE (OPTION ) *LSL TOP PLTES N OTTOM PLTES REQUIRE EM/ HEER LEL: EXTERIOR ORRIOR R x "O OR ()x H.. "O.. ()x H.. "O.. R x "O OR ()x H.. "O.. ()x H.. "O.. ORRIOR x "O OR ()x H.. "O.. ()x H.. "O.. N ()x H.. # LUSH 9 () " LVL LUSH 0 () LVL LUSH ()" LVL -SPN LUSH () LVL LUSH *.E LSL TOP N OTTOM PLTES LL WLLS LEVEL RMING PLN SLE: /":'-0". LL HNGERS SHLL E INSTLLE PER MNU. SPES.. ILL LL ROUN, IMPLE & POSITIVE NIL HOLES (ULL NILING).. USE NIL SPEIIE Y MNU., U.O.N.. LEVE " LERNE ( MXIMUM) ETWEEN THE EN O THE SUPPORTE JOISTS/EM N HEER OR HNGER.. HNGERS OR RTERS RE TYPIL U.O.N.. OORINTE WE LOKING, I REQUIRE, WITH JOIST/RTER MNUTURER. WOO SHETHE SHER WLL LOOR SHETHING SHLL E /" PLYWOO (O RTING) N SHLL E TTHE TO RMING W/ 0d NILS "O L0NG LL PNEL EGES N "O IN THE IEL. LL STEEL OLUMNS RE HSSxx U.O.N. RMING NOTES:. REER TO GENERL STRUTURL NOTES RWING.. VERIY LL IMENSIONS WITH RHITETURL RWINGS.. VERIY SITE TUM WITH RHITETS RWINGS.. ONTRTOR SHLL VERIY LL IEL IMENSIONS PRIOR TO ONSTRUTION.. TYPIL ETILS RE NOT UT T EVERY LOTION THEY OUR. I ONITION IS UNLER, ONTT RHITET IMMEITELY EORE PROEEING.. TOP O STEEL IS NOTE THUS (-#' -#).. REER TO TYPIL ETILS OR HEERS, ERING STUS (TRIMMER STUS) N KING STUS. TRIMMER STUS RE SHOWN THUS ON PLN ()-X WHIH IS PIEES O X. KING STUS RE IN ITION TO TRIMMER STUS. PROVIE MINIMUM ()-X TRIMMER STUS UNER EH EM OR HEER WHERE NOT NOTE ON PLN.. OR SHERWLL SHEULE SEE SHEET S-.. LL SHERWLLS RE SW- UNO. 9. OR MISELLNEOUS STEEL OR MSONRY LINTELS NOT SHOWN ON PLNS, SEE GENERL STRUUTRL NOTES N TYPIL ETILS. MSONRY ONTRTOR SHLL OORINTE OPENING SIZE N LOTIONS WITH OTHER TRES 0.OORINTE LL OPENINGS THROUGH ROO, LOORS N WLLS WITH RHITETURL, MEHNIL, ELETRIL, PLUMING N IVIL RWINGS. TRIM OPENINGS S SHOWN ON PLNS..SEE MEH, ELET, N IVIL RWINGS OR SLEEVE LOTIONS. PIPES, ONUITS N OTHER PENETRTIONS NOT SHOWN SHLL NOT PSS THROUGH MSONRY OR ONRETE WLLS OR STEEL EMS OR OLUMNS WITHOUT PRIOR PPROVL ROM STRUTURL ENGINEER O REOR..REER TO RHITETURL RWINGS OR IRE RTING N UL ESIGN NUMER..LL EXTERIOR WLLS N INTERIOR ERING WLLS SHLL HVE # OULE TOP PLTES N # SINGLE OTTOM PLTE. " (SINGLE) TIMERSTRN LSL RIM (TYP.) T ENTERIOR WLLS N LL INTERIOR ERING WLLS (LOKING).

6 '-0" '-0" '-0" '-0" '-0" '-0" '- " '-0" '- " 9'- " '- " '-0" 0'-0" '-0" 0'-0" '-0" '-0" '-0" '-0" '-0" OVERHNG (0T KSPN) '- " OVERHNG (0T KSPN) '-0 " OVERHNG (0T KSPN) 0'-0" '-0" '-0" R R ()xt ()xks (TYP@ R) ()xt ()xks R R R R R R ()xt ()xks R R RG WLL RJ RJ R ()T R R R RG WLL RG WLL RG WLL RG WLL RG WLL R R RG WLL RG WLL RG WLL RG WLL RG WLL R R R '-0" R R R R R R R R RG WLL R ()T R R R R RG WLL R RG WLL R OVERHNG (0T KSPN) RG WLL OVERHNG (0T KSPN) OVERHNG (0T KSPN) OVERHNG (0T KSPN) R RG WLL R STRUTURL MEMER SHEULE EM/ HEER LEL: SIZE ONITION RJ PRE-ENGINEERE TRUSSES "O MX RJ 9 "O RTER R ()x H..# OR ()9 " LVL HEER R ()x0 H..# OR ()9 " LVL HEER R () LVL LUSH R () LVL LUSH R () LVL LUSH R () LVL LUSH R R R R RG WLL RG WLL RG WLL RG WLL RG WLL RG WLL RG WLL R OVERHNG (0T KSPN) R R R R R R R R R RJ RJ RJ RJ RJ RJ RJ RJ R R R R R RJ RJ ()xt ORRIOR R) RJ RJ RJ R R R R RG WLL R R R R HNGER LEL: STRONG-WLL R R R R R R HNGER SHEULE SIMPSON HNGER: ONITION: H. N.. N.. ()xt ()xks N.. '-0" ()xt ()xks R) RG WLL R OVERHNG (0T KSPN) WLL STU SHEULE RG WLL EM/ HEER LEL: EXTERIOR ORRIOR R x.. "O.. x H.. "O.. R x.. "O.. x H.. "O.. ORRIOR x.. "O.. x H.. "O.. WOO SHETHE SHER WLL R ROO SHETHING SHLL E /" PLYWOO (/ RTING) TTHE TO RMING W/ 0d NILS "O LONG LL PNEL EGES N "O IN THE IEL (UNLOKE) R R OUTLINE O ROO R RG WLL RG WLL R OVERHNG (0T KSPN) '-0" RJ RG WLL RMING NOTES: R ()xt ()xks R R) RG WLL RG WLL R R R OVERHNG (0T KSPN). REER TO GENERL STRUTURL NOTES RWING.. VERIY LL IMENSIONS WITH RHITETURL RWINGS.. VERIY SITE TUM WITH RHITETS RWINGS.. ONTRTOR SHLL VERIY LL IEL IMENSIONS PRIOR TO ONSTRUTION.. TYPIL ETILS RE NOT UT T EVERY LOTION THEY OUR. I ONITION IS UNLER, ONTT RHITET IMMEITELY EORE PROEEING.. TOP O STEEL IS NOTE THUS (-#' -#).. REER TO TYPIL ETILS OR HEERS, ERING STUS (TRIMMER STUS) N KING STUS. TRIMMER STUS RE SHOWN THUS ON PLN ()-X WHIH IS PIEES O X. KING STUS RE IN ITION TO TRIMMER STUS. PROVIE MINIMUM ()-X TRIMMER STUS UNER EH EM OR HEER WHERE NOT NOTE ON PLN.. OR SHERWLL SHEULE SEE SHEET S-.. LL SHERWLLS RE SW- UNO. 9. OR MISELLNEOUS STEEL OR MSONRY LINTELS NOT SHOWN ON PLNS, SEE GENERL STRUUTRL NOTES N TYPIL ETILS. MSONRY ONTRTOR SHLL OORINTE OPENING SIZE N LOTIONS WITH OTHER TRES 0.OORINTE LL OPENINGS THROUGH ROO, LOORS N WLLS WITH RHITETURL, MEHNIL, ELETRIL, PLUMING N IVIL RWINGS. TRIM OPENINGS S SHOWN ON PLNS..SEE MEH, ELET, N IVIL RWINGS OR SLEEVE LOTIONS. PIPES, ONUITS N OTHER PENETRTIONS NOT SHOWN SHLL NOT PSS THROUGH MSONRY OR ONRETE WLLS OR STEEL EMS OR OLUMNS WITHOUT PRIOR PPROVL ROM STRUTURL ENGINEER O REOR..REER TO RHITETURL RWINGS OR IRE RTING N UL ESIGN NUMER..LL EXTERIOR WLLS N INTERIOR ERING WLLS SHLL HVE # OULE TOP PLTES N # SINGLE OTTOM PLTE. " (SINGLE) TIMERSTRN LSL RIM (TYP.) T ENTERIOR WLLS N LL INTERIOR ERING WLLS (LOKING). OUTLINE O ROO ELOW SKYLIGHT TUE, TYP. OORINTE W/ RH. PROVIE ()x E SIE ETWEEN TRUSSES 99 aseline Road # oulder, olorado P LL HNGERS SHLL E INSTLLE PER MNU. SPES.. ILL LL ROUN, IMPLE & POSITIVE NIL HOLES (ULL NILING).. USE NIL SPEIIE Y MNU., U.O.N.. LEVE " LERNE ( MXIMUM) ETWEEN THE EN O THE SUPPORTE JOISTS/EM N HEER OR HNGER.. HNGERS OR RTERS RE TYPIL U.O.N.. OORINTE WE LOKING, I REQUIRE, WITH JOIST/RTER MNUTURER. N ROO LEVEL RMING PLN SLE: /":'-0"

7 SWUT WHERE JOINTS RE TO E ILLE w/ EPOXY JOINT ILLER " ONSTRUTION JOINT "x" ONTINUOUS KEY REMOVE ORM MTERIL PRIOR TO PLING JENT ONRETE TOP O SL (SEE PLN OR ELEV) GRVEL OR SL PREPRTION PER GEOTEH REPORT WW RE: PLN " UNO ON PLN " UNO ON PLN "ZIP" OR SWUT JOINT OR SIMILR PPROVE PROPRIETRY SYSTEM TYPIL SL-ON-GRE TYPIL SWUT ONTROL JOINT (SL ON GRE) TYPIL ONSTRUTION JOINT (SL ON GRE) SLE: /":'-0" SLE: /":'-0" SLE: /":'-0" TYPIL LOKOUT ETIL SLE: /":'-0" LSS TYP NHOR OLT PER PLN " " LSS TYP LSS TYP STNR HOOK LSS SPLIE " " TYPIL ORNER N TEE ETILS SLE: /":'-0" TYPIL EXTERIOR OOTING SLE: /":'-0" SL ON GRE SLE: /":'-0" TYPIL INTERIOR PRTITION WLL THIKENE SL SLE: /":'-0" " ISOLTION JOINT " " " " d d WW RE: PLN SWUT WHERE JOINTS RE TO E ILLE w/ EPOXY JOINT ILLER '-0" ONSTRUTION JOINT # x '-0" LONG LL ROUN EH E PROVIE WTERTIGHT SEL IN SPE ETWEEN ONUIT N ONRETE " LR 99 aseline Road # oulder, olorado VPOR RRIER (I REQUIRE PER RH) SUSE PREPRTION OR STRUTURL ILL PER GEOTEH REPORT ONUIT & ONRETE Ø VRIES. "Ø MX HOLE P oc EON ONE SIE O R w/ PPE GRESE SLEEVE NOTE: EITHER TYPE O JOINT MY E USE UNLESS IRETE OTHERWISE Y ENGINEER OR RHITET RE: PLN OR RMING RE: PLN OR RMIING "oc E WY T& '-0" # x "oc '-0" NHOR OLT PER PLN " O E WY T& " " " '-0" # "oc '-0" " '-0" MIN. ROST PROTETION O E WY () # T& " VOI ORM ()# ONT. HORIZ. '-0" MIN. ROST PROTETION " VOI ORM " VOI ELOW WLL ETWEEN PIERS "oc E WY ENTERE ON STEMWLL ON PIER SEE PLN OR SIZE & REIN " VOI ELOW WLL ETWEEN PIERS ON PIER SEE PLN OR SIZE & REIN (SINGLE LINE O REIN. SHOWN) PH RE: PLN OR LOTION RE: /S.0 OR NHOR SIZE N SPING RE: /S.0 OR NHOR SIZE N SPING O T& E WY " " # x "oc '-0" '-0" O T& E WY " " # x "oc '-0" '-0" #@O '-0" MIN. ROST PROTETION " VOI ORM "oc E WY ENTERE ON STEMWLL '-0" MIN. ROST PROTETION " VOI ORM "oc E WY ENTERE ON STEMWLL " VOI ORM " '-0" MIN. ROST PROTETION " VOI ELOW WLL ETWEEN PIERS ON PIER SEE PLN OR SIZE & REIN " VOI ELOW WLL ETWEEN PIERS ON PIER SEE PLN OR SIZE & REIN " VOI ELOW WLL ETWEEN PIERS ON PIER SEE PLN OR SIZE & REIN TYP INTERIOR THIKENE SL T HOLOWN TYP ORRIOR THIKENE SL SETION 9 0 SLE: /":'-0" NOTE RE:/S.0 OR REIN (UNER REVIEW) (UNER REVIEW) (UNER REVIEW) SLE: /":'-0" SLE: /":'-0" SETION SLE: /":'-0"

8 L L L " SEPLTE W/ () "Ø SJ " " " " " ISOLTION JOINT RE: /S. OR WLL REIN. L SJ SJ () # ONT T& " ISOLTION JOINT "oc OL PER PLN " ISOLTION JOINT " SL ONSTR PER PLN SJ " MIN OT IN ZIN RIH PINT OR SPHLTI MSTI SEONRY POUR IMS S PLN VIEW OVE " LR. "oc "oc E. WY '-0" " VOI ORM " " 99 aseline Road # oulder, olorado P " VOI ORM " VOI ORM " MIN NON- SHRINK GROUT PIER PER X/SX.X L L " VOI ELOW WLL ETWEEN PIERS ON PIER SEE PLN OR SIZE & REIN OLUMN TO PIER ETIL SLE: /":'-0" (UNER REVIEW) SETION T ELEVTOR PIT SETION SLE: /":'-0" SLE: /":'-0" (UNER REVIEW) SETION SLE: /":'-0" SETION SLE: /":'-0" SETION SLE: /":'-0"

9 99 aseline Road # oulder, olorado P LOOR SHETHING TTHMENT SLE: ":'-0" TYPIL TOP PLTE INTERSETIONS SLE: ":'-0" TYPIL EM STU WLL SLE: ":'-0" SQUSH LOK ETIL SLE: ":'-0" x WLL ORNER, TYP SLE: ":'-0" x WLL ORNER, TYP SLE: ":'-0" WOO OLUMN P SLE: ":'-0" TYPIL TOP PLTE SPLIE (WOO) SLE: NTS TYPIL RIM JOIST SPLIE (WOO) SLE: NTS 9 TYPIL STRPPING ERING (ROO ONLY) SLE: ":'-0"

10 99 aseline Road # oulder, olorado P TYP EXTERIOR WLL (JOISTS PERPENIULR) SLE: /":'-0" TYP EXTERIOR NON ERING WLL (JOISTS PRLLEL) SLE: /":'-0" TYP ORRIOR WLL (JOISTS PERPENIULR) SLE: /":'-0" EMISING WLL (JOISTS PERPENIULR) SLE: /":'-0" LUSH EM RMING ONNETION SLE: /":'-0" TYP INTERIOR ERING WLL SLE: /":'-0" ORRIOR WLL (JOISTS PRLLEL) SLE: /":'-0" EXTERIOR RMING SLE: /":'-0" 9 LOOR RMING TO STEEL EM (GRI ) SLE: /":'-0" 0 LVL RME LOOR ONNETION SLE: /":'-0" EMISING ERING WLL SLE: /":'-0" JOIST ONNETION MU TO WLL SLE: /":'-0"

11 99 aseline Road # oulder, olorado P ROO JOIST PRPET SLE: /":'-0" ROO PRPET (JOIST PRLLEL) SLE: /":'-0" ORNIE JOISTS HIGH POINT SLE: /":'-0" ORNIE LOW POINT SLE: /":'-0" ORNIE ORNER RMING SLE: /":'-0" SETION SLE: /":'-0" ROO JOIST LOW POINT ERING SLE: /":'-0" JOIST VLLEY EM SLE: /":'-0" 9 SHER ROO (EMISING WLL SHOWN) SLE: /":'-0" 0 ROO JOIST ORRIOR SLE: /":'-0" ROO JOIST MU SLE: /":'-0" SETION SLE: /":'-0"

12 99 aseline Road # oulder, olorado P SHERWLL ELEVTION SLE: /":'-0" HEER SHEULE SLE: NTS STRP TYPE HOL OWN SLE: /":'-0" PERP. WLLS TO SHER WLLS (PLN VIEW) SLE: /":'-0" SHERWLL NRY ELEMENTS STEEL EM SLE: NTS JOISTS PRLLEL TO MU WLL SLE: /":'-0" SHERWLL TRNSER EM SLE: /":'-0" HU HOL OWN SHERWLLS SLE: /":'-0"

13 99 aseline Road # oulder, olorado P SHERWLL SHEULE SLE: /":'-0"

14 99 aseline Road # oulder, olorado P TYPIL EM ESIGNTIONS SLE: NTS TYPIL EM ESIGNTIONS SLE: NTS TYP OL SEPLTE PLNS SLE: ":'-0" TYP P N SEPLTE ETIL (OL V OR LW M) SLE: ":'-0" STL UKET ETILS SLE: ":'-0" STEEL EM WITH NILER SLE: ":'-0" M ONT. OVER OL. W/ OSET SHER ONN. (EN PLTE) SLE: ":'-0" WG Title SLE: ":'-0" OLUMN-EM ONNETION 9 0 SLE: ":'-0" SLE: ":'-0" OLUMN T EN O EM LUSH STL M TO ROPPE STL M SLE: ":'-0" OULE NTILEVER ONNETION SLE: ":'-0"

15 99 aseline Road # oulder, olorado P MSONRY ONTROL JOINT (MJ) PLN ETIL SLE: ":'-0" ELEVTION O STEPPING ON EM SLE: ":'-0" MSONRY WLL INTERSETION (NON-TOOTHE) SLE: ":'-0" WLL REINORING ETIL SLE: ":'-0" WLL INTERSETION ETIL SLE: ":'-0" WLL REINORING SHEULE SLE: NTS LINTEL SHEULE SLE: NTS

PIPE SUPPORTS IRANIAN PETROLEUM STANDARDS COVER SHEET B A REV. DRAWING No. DATE DATE IPS-D-AR-012 DESCRIPTION

PIPE SUPPORTS IRANIAN PETROLEUM STANDARDS COVER SHEET B A REV. DRAWING No. DATE DATE IPS-D-AR-012 DESCRIPTION SUPPORTS DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SHEET DRWING No. IPS-D-R-0 SHT ONRETE JOISTS STEEL JOISTS WOOD JOISTS NOTE: STRUTURL STEEL EM SEE

More information

1 2 3 4 5 100% SUMITTL 08/04/17 50% SUMITTL 06/15/17 SYM ESRIPTION TE PPR SIGNTURE: ïïïkçåájéåöáåééêëkåçã `fsfi=l=pqor`qro^i opyright 05.2017 'mato onversano Inc. ll Rights Reserved This document, and

More information

GROCERY OUTLET (SHELL PACKAGE)

GROCERY OUTLET (SHELL PACKAGE) 06/9/06 GROERY OUTLET (SHELL PKGE) TE ESRIPTION VIINITY MP N.T.S 0.0 SITE PLN SLE: " = 30' PROPOSE RETIL STORE 7,800 sq. ft. OE SUMMRY (GROERY OUTLET) THESE RWINGS RE SE ON THE 0 OSS. HPTER 3 - USE & OUPNY

More information

A501 BUILT IN GUTTER "x "LVL BEAM (DROPPED) A501 A500 A501 JOIST HANGERS SIMPSON HU212 (TYPICAL) A501 A500 ELEV. -99'-11" [853.

A501 BUILT IN GUTTER x LVL BEAM (DROPPED) A501 A500 A501 JOIST HANGERS SIMPSON HU212 (TYPICAL) A501 A500 ELEV. -99'-11 [853. RIPPED x SLEEPER SET ON RTER x NGLED KIKER @ " O. SIMPSON MSTI6 STRP @ EH RTER NOTHED x's OR UILT IN GUTTER. SME HEIGHT LOKING OR PITH 50 "x 7 8"LVL EM (DROPPED) 50 50 UILT IN GUTTER "x 7 8"LVL EM (DROPPED)

More information

Lippman Park Suspended Bridge Wawarsing, NY

Lippman Park Suspended Bridge Wawarsing, NY Lippman Park Suspended ridge Wawarsing, NY LOTION MP SLE: "=00' List of rawings Sheet No. escription RIGE LYOUT RIGE SSEMLY STNTION SSEMLY STNTION ETILS 5 RILING ETILS 6 EKING ETILS 7 SUSPENER LES 8 NHOR

More information

[229mm] W/F. [305mm] [229mm]

[229mm] W/F. [305mm] [229mm] 100 MX. [.064m ], 4"x5" [10x635mm] T.. OR W/F LOUVER S SIZE 100 MX. [.064m ], 4"x5" [10x635mm] 'F' GLSS '' 1 10 0 9 LEL M 1" 3'-6" [305mm] 3'-6" [1067mm] [1067mm] 196 [.84m ] MX. EH LEF 4"x5" [10x635mm]

More information

TOOLS NEEDED. pencil ratchet. 1/4", 1/2" & 7/8" drill bits for concrete. Base plate top view- notch detail

TOOLS NEEDED. pencil ratchet. 1/4, 1/2 & 7/8 drill bits for concrete. Base plate top view- notch detail MATERIALS INCLUDED e TOOLS NEEDED 5/16" hex it or tmper-resistnt srews penil rthet steel wire rush loking pin epoxy 1/4", 1/2" & 7/8" rill its or onrete hmmer rill epoxy gun Bse plte top view- noth etil

More information

CEMENTBOARD LAP SIDING - HARDIEPLANK HZ5 COLOR TBD 3/4" T&G PLYWOOD SUBFLOOR L1 853' -8 1/8" 11 7/8" TJI 110'S 16" O.C.

CEMENTBOARD LAP SIDING - HARDIEPLANK HZ5 COLOR TBD 3/4 T&G PLYWOOD SUBFLOOR L1 853' -8 1/8 11 7/8 TJI 110'S 16 O.C. ? 9'-0 W8X8 ONT. STEEL BEM x x / SQURE STEEL TUBING OLUMN 0 POURED ON WLL, HIGH BEM POKET ON OTHER SIDE OF WLL SEE / S00 RIPPLE OLUMN SLE: '-0 87' - 0 0 0 0 '- 6'- '- S0 8' - 0 X X ONRETE W/ () # RODS

More information

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY GENERL NOTES ESIGN T INE OF RWINGS SHEET NO. ESRIPTION GENERL NOTES N ESIGN RITERI MULTI-OLUMN ENT - ETILS. LL REINFOREMENT STEEL RS SHOWN MEET THE REQUIREMENTS OF STM, 70, OR 99.. MTERILS N WORKMNSHIP

More information

B E CORE OPENING DIMENSION PRINT, KD KW SCALE CEK KW ALTERNATOR FRAME SIZE KH04830TO4D KH05520TO4D KH03850TO4D

B E CORE OPENING DIMENSION PRINT, KD KW SCALE CEK KW ALTERNATOR FRAME SIZE KH04830TO4D KH05520TO4D KH03850TO4D 0-0 KW LEFT SIE ONLY WHEN REKERS OR LO US RE PRESENT ON LEFT SIE REUNNT TTERY HRGERS [.] [.] [.] ONTROLLER OPTIONL TTERY RK [.] 0 [.] 0 [.] SUGGESTE FUEL SUPPLY/ RETURN STU-UP RE OOLNT RIN MOEL LTERNTOR

More information

PREFINISHED METAL SCUPPER AND DOWNSPOUT A4.12 1' - 2" T.O. WALL - 1 STORY 115' - 4" FACE BRICK, B-1 ALF-132 ALF-138

PREFINISHED METAL SCUPPER AND DOWNSPOUT A4.12 1' - 2 T.O. WALL - 1 STORY 115' - 4 FACE BRICK, B-1 ALF-132 ALF-138 PREST PNEL GENERL NOTES: EXTERIOR MTERILS EY NSS RI N TILE 00% 0 MINGLE - VELOUR (UTILITY, THIR RUNNING ON) FE RI - METL OPING P.. ' - " EJ- ' - " ' - 0"' - /" FE RI, - FE RI, - FE RI, - ' - " LF- LF-

More information

M ODULAR STORAGE M AGAZINE BOX-TYPE STD WITH 10-8" DOOR G-001 *** SAFETY FIRST *** *** SUPPORT VALUE ENGINEERING - IT PAYS ***

M ODULAR STORAGE M AGAZINE BOX-TYPE STD WITH 10-8 DOOR G-001 *** SAFETY FIRST *** *** SUPPORT VALUE ENGINEERING - IT PAYS *** *** SFETY FIRST *** US rmy orps Huntsville enter US rmy orps ate ppr. Huntsville enter MOULR STORGE MGZINE, OX-TYPE ST 42-80-07 WITH 0 - OOR No. escription esigned by: ate: 2 EEMER 20 rawn by: S SHOW N

More information

OFFICE 7 4/ SF TLT JAN 9 1/ 1 18 SF TLT 43 SF OFFICE CLASSROOM 10/ SF 35/ SF ASSEMBLY / SF 10/12/2018

OFFICE 7 4/ SF TLT JAN 9 1/ 1 18 SF TLT 43 SF OFFICE CLASSROOM 10/ SF 35/ SF ASSEMBLY / SF 10/12/2018 Issue ate MRK TE Y ESRIPTION NS RHITETS, P RHITETURE / PLNNING / INTERIORS TE ESIGNE RWN HEKE 700 South Quincy Street, Suite 00 rlington, V 06 (70) 998-0101 11 South 1th Street, Suite 0 Richmond, V 19

More information

BUILDING DATA BUILDING CODE: FBC 2007 W/ 2009 SUPPLEMENT LEVEL 2 ALTERATIONS

BUILDING DATA BUILDING CODE: FBC 2007 W/ 2009 SUPPLEMENT LEVEL 2 ALTERATIONS 6.' MX. TRVEL ISTNE (TO EXIT "") 88.' MX. TRVEL ISTNE (TO EXIT "") EXIT "" EXIT "" '-9" (> HLF IGONL) 6.60' IGONL.8' IGONL 89.7' (> HLF IGONL) EXIT "" EXIT "" 6. MX. TRVEL ISTNE (TO EXIT "") 8.' MX. TRVEL

More information

FAX FUTURE REFRIG REFRIG. SOLID SURFACE COUNTERTOP & MICROWAVE DISHWASHER MICROWAVE 1/4" = 1'-0"

FAX FUTURE REFRIG REFRIG. SOLID SURFACE COUNTERTOP & MICROWAVE DISHWASHER MICROWAVE 1/4 = 1'-0 IE MHINE E WVE 222 219 GF 216 205 302 309 308 GF GF GF GF 100 100 & S VENING MHINES VENING MHINES IE MHINE 221 215 WVE 207 303 B ISH WSHER 308 220 VENING MHINES P 200 & S BREK 271 208 303 OFFEE MKER WVE

More information

SAN FRANCISCO UNIFIED SCHOOL DISTRICT LAFAYETTE ELEMENTARY SCHOOL MODERNIZATION. BID ADDENDUM No. 1

SAN FRANCISCO UNIFIED SCHOOL DISTRICT LAFAYETTE ELEMENTARY SCHOOL MODERNIZATION. BID ADDENDUM No. 1 SN FRNISO UNIFIE SHOOL ISTRIT SHOOL I ENUM No. Owner: San Francisco Unified School istrict ate: //9 Van Ness ve San Francisco, 9 S pp. No.: -779 rchitect: Meek Noll & Tam PTN No.: 7-79 Heinz ve. S File

More information

REMOVE EXIST. SLAB. INSTALL NEW 12" CONCRETE SLAB REINFORCED WITH 6X6 W2.1XW2.1 WWF CONCRETE SLAB CONTROL JOINT SEE TYP. DETAIL (TYP.

REMOVE EXIST. SLAB. INSTALL NEW 12 CONCRETE SLAB REINFORCED WITH 6X6 W2.1XW2.1 WWF CONCRETE SLAB CONTROL JOINT SEE TYP. DETAIL (TYP. INSTLL NW " ONRT X W.XW. WWF N. Lincoln Street Wilmington, 90 0'- /" ONRT SL ONTROL JOINT S TYP. TIL INSTLL NW " ONRT X W.XW. WWF (P) 0.. (F) 0.. abhagen@h.com www.h.com ONSULTNTS aker, Ingram & ssociates

More information

GROUND FLOOR - Scale: 1 : 500

GROUND FLOOR - Scale: 1 : 500 8//8 SJE 6 7 8 9 88 6 8 98 98 9 9 6 98 98 OUSTI FENE TO ENGINEERS ETILS. 7799 OUSTI FENE & SLIING GTES TO ENGINEERS ETILS. SITE ESRIPTION 6 89 768 99 768 69 GROUN FLOOR - Scale: : SPRINKLER STORGE TNK

More information

C SEAL P-913 COMMUNICATIONS CENTER NORFOLK, VIRGINIA NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT NAVAL STATION NORFOLK 1086 GD143 3 JQJ JQJ

C SEAL P-913 COMMUNICATIONS CENTER NORFOLK, VIRGINIA NAVAL FACILITIES ENGINEERING COMMAND ~ MIDLANT NAVAL STATION NORFOLK 1086 GD143 3 JQJ JQJ 5 MENMENT 0 ISSUE FOR ONSTRUTION ESRIPTION 0 SYM TE //7 3/7/7 JQJ JQJ 3 PPR SEL 305 EXEUTIVE LV. SUITE 60 HESPEKE, V 330 /E INFO PPROVE FOR OMMNER NVF TIVITY STISFTORY TO TE ES RW HK PROJET MNGER IPT TEH.

More information

GUIDANCE DEPARTMENT ALTERATION

GUIDANCE DEPARTMENT ALTERATION LOK 113, LOT 1 WOOURY HEIGHTS, GLOUESTER OUNTY, NJ 08096-6218 L'G NORTH RO MIN ENTRY Imagery 2019 Google, Map data 2019 Google OVER SHEET R Y RE OF WORK OVER SHEET EMO & PROPOSE PLNS N ETILS REF LG & FLR

More information

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY

COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION BUREAU OF PROJECT DELIVERY LIMIT OF FENE MESUREMENT 10'-0" M 10'-0" M 10'-0" M " M L LIGHTING POLE NORML POST SPING NORML POST SPING NORML POST SPING OFFSET EN POST LINE POSTS 2 " O STEEL PIPE, KNUKLE SELVGES SEE NOTE 11 2 " O STEEL

More information

Julianne N. Overby, RA

Julianne N. Overby, RA GENERL NOTES: 1. LL WORK TO E ONE IN ORNE TO THE MOST REENT EITION OF FLORI UILING OES N LL OTHER PPLILE NTIONL, STTE N LOL OES N ORINNES. 2. VERIFY LL EXISTING ONITIONS N MESUREMENTS IN FIEL PRIOR TO

More information

ACCESSORIES. Table of Contents. Section 8A - All Models

ACCESSORIES. Table of Contents. Section 8A - All Models SERVICE MANUAL NUMBER 11 Tle of Contents ACCESSORIES Setion 8A - All Moels ACCESSORIES - ALL MODELS Speifitions....................... 8A-2 Torque Speifitions............. 8A-2 Lurints/Selers/Ahesives......

More information

EARTH COVERED M AGAZINE CONCRETE OVAL-ARCH WITH 8'-0" OR 10'-0" DOOR G-001 *** SAFETY FIRST *** *** SUPPORT VALUE ENGINEERING - IT PAYS ***

EARTH COVERED M AGAZINE CONCRETE OVAL-ARCH WITH 8'-0 OR 10'-0 DOOR G-001 *** SAFETY FIRST *** *** SUPPORT VALUE ENGINEERING - IT PAYS *** *** SFETY FIRST *** US rmy orps Huntsville enter US rmy orps ate ppr. Huntsville enter ERTH-OVERE MGZINE, ONRETE OVL-RH 42-80-09 WITH 8'-0" OR 0'-0" OOR esigned by: ate: RW & MER SEPT 203 rawn by: MER

More information

8' SECTION SHOWN IN ASY. DOOR KITS WILL VARY IN LENGTH. REFER TO STORE PLANS/LAYOUT FOR LENGTHS REQUIRED.

8' SECTION SHOWN IN ASY. DOOR KITS WILL VARY IN LENGTH. REFER TO STORE PLANS/LAYOUT FOR LENGTHS REQUIRED. SY FOR TOP HUNG SLIING OOR KITS GENERL INFORMTION RITIL NOTE: MKE SURE LL UPRIGHTS RE PLUM PRIOR TO INSTLLING NY SLIING OOR KIT FIXTURES. 8' SETION SHOWN IN SY. OOR KITS WILL VRY IN LENGTH. REFER TO STORE

More information

PROPOSED BUILDING PLINTH AREA sq.m.

PROPOSED BUILDING PLINTH AREA sq.m. N 2028 PROPOSED BUILDING PLINTH RE 168.71 sq.m. 8585 610 2911 TO BE 1934 DTE 4556 3499 2269 2846 13972 10853 12293 15701 9044 ELETION OMISSION DT KNTIPTH KTHMNDU NEPL SITE PLN RHITET: DRWN BY: DTE: MY

More information

PLATE-FLOOR,JOINT,CAB,REAR B SCREW SHIELD-HEAT 000G U(16) B SCREW 000G U(4) SHIELD-HEAT B

PLATE-FLOOR,JOINT,CAB,REAR B SCREW SHIELD-HEAT 000G U(16) B SCREW 000G U(4) SHIELD-HEAT B RELESE TE WG 0 PNEL SM-LOSEOUT -0-0 -0-0() PLTE-FLOOR,JOINT,,RER 9-0-0 SREW 000G9-0-U() SHIEL-HET -0-0 SHIEL-HET -0-0 SREW 000G9-0-0U() ZONE ISION REOR TE FTR-ORIG SHIEL-HET -0-0 SREW 000G9-0-U() 0 09

More information

HOOK UP LAYOUT FOR HEAT GENERATION AND FUEL TANK SYSTEM

HOOK UP LAYOUT FOR HEAT GENERATION AND FUEL TANK SYSTEM HOOK UP LYOUT FOR HET GENERTION ND FUEL TNK SYSTEM DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SHEET DRWING No. IPS-D-R-018 SHT 1 "(DN0) FILL FUEL OIL

More information

ROPER MOUNTAIN SCIENCE CENTER

ROPER MOUNTAIN SCIENCE CENTER DRWING LIST SITE NOTES: ROPER MOUNTIN SIENE ENTER DINING SHELTER MEHNIL 25 NET SF 300SF / PERSON = OUPNTS GRGE DOOR 8P LOVE - DINING / STORGE 25 NET SF 7SF / PERSON = 8 OUPNTS 82P. EXISTING WOOD DOME STRUTURE

More information

HORAN AND McCONATY MORTUARY DARTMOUTH GARAGE AND STORAGE ADDITION

HORAN AND McCONATY MORTUARY DARTMOUTH GARAGE AND STORAGE ADDITION RHITETS SUPLIMENTL INSTRUTION (SI) SI : Five PROJET: ONTRTOR: HORN N McONTY MORTURY RTMOUTH GRGE N STORGE ITION HIMMELMN ONSTRUTIN, IN. TE: ecember, 05 INSTRUTION:. REVISE: Location of new Walk-in ooler.

More information

Copyright 2014 Winnebago Industries, Inc.

Copyright 2014 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

76" MAX. FRAME WIDTH 72" MAX. DOOR OPENING 36" MAX. LEAF WIDTH 30 3/8" MAX. D.L.O. A 4 36" MAX. LEAF WIDTH 30 3/8" MAX. D.L.O. F 5

76 MAX. FRAME WIDTH 72 MAX. DOOR OPENING 36 MAX. LEAF WIDTH 30 3/8 MAX. D.L.O. A 4 36 MAX. LEAF WIDTH 30 3/8 MAX. D.L.O. F 5 8 3/" X. 8" X. DO OPENING 83 1/2" X. 7" X. H3 " 30" X. " X. JB NERS IDRIL OPTIONL X. DESIGN LOD ± 0.0 PS WHERE USED 3" X. INTIVE B 7" X. 72" X. DO OPENING 3" 3" 3" 3" 3" X. G 3 L1 IN 20" 0 7/8" 1" TIVE

More information

INGLEWOOD UNIFIED SCHOOL DISTRICT

INGLEWOOD UNIFIED SCHOOL DISTRICT INGLEWOO UNIFIE SHOOL ISTRIT RESTROOM INTERIOR UPGRE- PHSE I SET - /0/0 SYMOL 0 SIM ROOM NME 0 00 S.F. 0 SYMOLS LEGEN N LEVEL 00'-0" (E) LEVEL 00'-0" 0 0 ROOM NME 0 Sb 0 ESRIPTION REFERENE GRI INITOR -

More information

Danger of electrical shock, burns or death.

Danger of electrical shock, burns or death. anger of electrical shock, burns or death. lways remove all power sources before a emp ng any repair, service or diagnos c work. Power can be present from shore power, generator, inverter or ba ery. ll

More information

ALUMINUM ENTRANCE DOORS

ALUMINUM ENTRANCE DOORS DOORS REVISION SHEET DESRIPTION 1 - GENERL NOTES & GLZING DETIL 2 - ELEVTIONS, NHOR LYOUT & ONFIGURTIONS 3 ELEVTIONS, NHOR LYOUT & ONFIGURTIONS - - VERTIL DETILS - HED & SILL OPTIONS 2. DEQUY OF THE EXISTING

More information

WJ,AFM TO STABILIZERS DOWN INDICATOR LIGHT 64A SEAL-TRIM,EDGE (70 MM) TO WIRE ASM-IP,MAIN REAR VIEW CAMERA CABLE TO DASH RADIO

WJ,AFM TO STABILIZERS DOWN INDICATOR LIGHT 64A SEAL-TRIM,EDGE (70 MM) TO WIRE ASM-IP,MAIN REAR VIEW CAMERA CABLE TO DASH RADIO -PL,WSHER -0-HT () HSSIS ELETRIL IRUIT REKERS VIEW E RIVET-POP 000H-0-0R () WJ,FM TO STILIZERS OWN INITOR LIGHT PNEL-WIRE OVER -0-HT LEL -0-000 SEL-TRIM,EGE -0-000 (0 MM) PNEL-WIRE OVER -0-HT UTOMOTIVE

More information

DETAIL OF DUCT FABRICATION & SUPPORTS

DETAIL OF DUCT FABRICATION & SUPPORTS DETIL OF DUT FRITION & SUPPORTS DESRIPTION IRNIN PETROLEUM STNDRDS NO REVISION PERMITTED UNLESS PPROVED Y STNDRD ORGNIZTION OVER SEET DRWING No. IPSDR013 ST 1 FIG. SUGGESTED SIZING DUT SIZE mm (in) ND

More information

Kaufland, Dandenong. 1-5 Gladstone Road, Dandenong, LOCALITY PLAN TITLE SHEET TP-01 PROPOSED KAUFLAND STORE 1-5 GLADSTONE ROAD, DANDENONG, VIC 3175

Kaufland, Dandenong. 1-5 Gladstone Road, Dandenong, LOCALITY PLAN TITLE SHEET TP-01 PROPOSED KAUFLAND STORE 1-5 GLADSTONE ROAD, DANDENONG, VIC 3175 Kaufland, andenong THIS RWING N ESIGN IS SUJET TO -5 Gladstone Road, andenong, TOWN PLNNING PPLITION /6/8 SJE Victoria, 75 RTISTS IMPRESSION RWING LIST SHEET NUMER SHEET NME TP- TITLE SHEET NOT TO TP-

More information

P40R P36M P42E P38P (4) (4) (4) (4)

P40R P36M P42E P38P (4) (4) (4) (4) 8 RWING. 99-0 MOEL P0R 7 SHEETS,,,,8 INITES OMPONENTS TO E ETERMINE TE WG RELESE 99 ZONE ISION REOR TE FTR-ORIG 99-0 PM,,,,8 99-0 PE,,,,8 99-0 P8P,,,7,8 P0R PM PE P8P LE SM (YEL) FROM OH TTERY TO OH STU,JUMP

More information

NMSU PROJ #3077 STORAGE FACILITY - PHASE 3 BUILDINGS A (382), B (381), & C (384)

NMSU PROJ #3077 STORAGE FACILITY - PHASE 3 BUILDINGS A (382), B (381), & C (384) 2 NOVEMER 0, 207 WG PROJET NO: OWNER: NEW MEXIO STTE UNIVERSITY 780 E UNIVERSITY VE LS RUES, NM 88003 P. (575) 646-5355 ONTT: JOSE LOER NMSU PROJ #3077 STORGE FILITY - PHSE 3 UILINGS (382), (38), & (384)

More information

CORDER PARK SEWER PUMPING STATION NELSON

CORDER PARK SEWER PUMPING STATION NELSON ORDER PRK SEWER PUMPING STTION N: 54 005 19 87 person using the urecon drawings and other data accepts the risk of: 1. Using the drawings and other data in electronic form without requesting and checking

More information

FILL CONCRETE FLOORING WHERE DRIVE ON PLATFORM LIFT HAS BEEN REMOVED 0.8 BLDG. & GRNDS. 159 RUNNING REPAIR 2 POST LIFT B SHOP 158 PAINT

FILL CONCRETE FLOORING WHERE DRIVE ON PLATFORM LIFT HAS BEEN REMOVED 0.8 BLDG. & GRNDS. 159 RUNNING REPAIR 2 POST LIFT B SHOP 158 PAINT 7.8 6 DEFGH... 4 7. 678 0 LEGEND EXISTING WLLS TO REMIN NEW ONSTRUTION FILL ONRETE FLOORING WHERE DRIVE ON PLTFORM LIFT HS EEN REMOVED METER 6 Y 4 6 7 8 Y 8 Y 7 Y 6 6//0 ::7 PM :\Users\nicoleh\Documents\-Tran

More information

CALL HEIGHT CARD READER TOP OF MONITOR FRONT SIDE CONCRETE SURFACE TO BE FLAT AND LEVEL IN AREA OF UNIT

CALL HEIGHT CARD READER TOP OF MONITOR FRONT SIDE CONCRETE SURFACE TO BE FLAT AND LEVEL IN AREA OF UNIT R OPTEV 5 EXTERIOR SH DISPENSER 5 HIGH ND mm ( ") SFE L009 LL -800-999-600 HEIGHT DEPTH 65 TOP FUNTION KEY 06 (4 ") 8 ( (4 8 ") 89 (5 4 ") (4 8 ") (5 9 8 ") ( 98 8 ") (8 D E RD REDER REEIPT PRINTER DVNED

More information

Copyright 2014 Winnebago Industries, Inc.

Copyright 2014 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

PRIMARY SIDE ADA EVALUATION BOARD FABRICATION ADA EVAL BOARD (REF) DRILL CHART: TOP to BOTTOM ALL UNITS ARE IN MILS TOLERANCE 2.

PRIMARY SIDE ADA EVALUATION BOARD FABRICATION ADA EVAL BOARD (REF) DRILL CHART: TOP to BOTTOM ALL UNITS ARE IN MILS TOLERANCE 2. RT FILM - fab REV REVISIONS ESRIPTION INITIL RELESE S PER ER NO.0698 TE PR 0JUL PPROVE J.HU J.HU.00 (REF).75.50 (REF) 0.075.05 0.075 FIGURE RILL HRT: TOP to OTTOM LL UNITS RE IN MILS TOLERNE +.0/-.0 +.0/-.0

More information

CURRIES Technical Manual FireRatedProducts Section. Revised September, 2017

CURRIES Technical Manual FireRatedProducts Section. Revised September, 2017 URRIES Technical Manual FireRatedProducts Section Revised September, 017 i Index September, 017 DESRIPTION PGE(S) 18 Gauge Three Sided Fire Door Frame.... 10-11 nchors Drywall (-Type) Frame.... 0 Drywall

More information

COVER & SHEET INDEX. Pico-Union Mixed-Use Project 1659 W 11th St, Los Angeles, CA ARCH 405aL FALL 2015 NICK HALSEY SHEET INDEX

COVER & SHEET INDEX. Pico-Union Mixed-Use Project 1659 W 11th St, Los Angeles, CA ARCH 405aL FALL 2015 NICK HALSEY SHEET INDEX NO. TITL INX RH 405aL LL 205 Pico-Union Mixed-Use Project 659 W th St, Los ngeles, 9005 60 OVR & INX 602 PROGRM UL IGRM 603 STRUTURL LULTIONS (GRVITY) 604 STRUTURL LULTIONS (WIN) 605 LVL 2 STRUTURL RMING

More information

PRIMARY SIDE CHARACTERIZATION BOARD FABRICATION AD7791 EVAL BOARD DRILL CHART: TOP to BOTTOM ALL UNITS ARE IN MILS TOLERANCE 2.

PRIMARY SIDE CHARACTERIZATION BOARD FABRICATION AD7791 EVAL BOARD DRILL CHART: TOP to BOTTOM ALL UNITS ARE IN MILS TOLERANCE 2. RT FILM - fab REV REVISIONS ESRIPTION INITIL RELESE TE FE 0PR PPROVE J.HU J.HU.075.75.05.00 (REF) FIGURE RILL HRT: TOP to OTTOM LL UNITS RE IN MILS TOLERNE +.0/-.0 +.0/-.0 +.0/-.0 +.0/-.0 SIZE.0 0.0 5.0

More information

PLUMBING SYMBOLS LEGEND

PLUMBING SYMBOLS LEGEND LLOUT IENTIFITION SETION, ETIL, N ELEVTION SYMOL IENTIFIERS: LETTER N NUMER ESIGNTOR FOR GRI OORINTE ONE OR TWO HRTER ISIPLINE ESIGNTOR (MY NOT E PRESENT IF LLOUT N TITLE RE ON RWINGS WITHIN THE SME ISIPLINE)

More information

DEVELOPMENT PERMIT 88TH AND PECOS MAVERIK COVER SHEET

DEVELOPMENT PERMIT 88TH AND PECOS MAVERIK COVER SHEET " " EVELOPMENT PERMIT 88TH N PEOS MVERIK OVER SHEET P 06-00 SEL STTUS 7 RWN Y SLE T. PRIEMORE J. NTE REEVE, P.E. S INITE OVER/INEX SHEET of " " EVELOPMENT PERMIT 88TH N PEOS MVERIK SITE PLN P 06-00 SEL

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST SOUTHWEST 80-5 FLUI EN FOR OMO F-600 PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH ½ ¾ 5 5 ½ 6 6 ¼ 6 ½ 6 ¾ 7 7 ¼ 7 ½ F-600 600

More information

Planning Guide. Residential Winding Drum Elevators. Series MRL RMR. Built on T Rail

Planning Guide. Residential Winding Drum Elevators. Series MRL RMR. Built on T Rail Planning Guide Residential Winding rum Elevators uilt on T Rail Series 021 - MRL 022 - RMR We are a proud member of the ccessibility Equipment Manufacturers ssociation. This symbol assures you of our

More information

FOUR SQUARE MODEL OPTION A

FOUR SQUARE MODEL OPTION A FOUR SQURE MODEL OPTION REDEVELOPMENT ND SOUTHEST FOUR SQURE STYLE MODEL - OPTION, VIRGINI THESE DRWINGS RE INTENDED TO OMPLY WITH THE VIRGINI UNIFORM STTEWIDE UILDING ODE (009 EDITION)/009 INTERNTIONL

More information

PANEL ASM-VALANCE XXX ANGLE CHT(2) SCREW 000G U(6) 000G U(7) BF BG TRIM-FEATURE CHT SCREW

PANEL ASM-VALANCE XXX ANGLE CHT(2) SCREW 000G U(6) 000G U(7) BF BG TRIM-FEATURE CHT SCREW PNEL SM-VLNE 9-0-XXX STEP SM-ELETRI 090-0-HT F PNEL SM-VLNE 9-0-XXX PNEL SM-WHEEL LIP 9-0-HT NGLE-TTHMENT -0-HT() NGLE --HT() 000G9-0-U() 000G-0-U() G RKET-WHEEL LIP -0-HT(FTER 0-0-09) 000G-0-0U 000G9-0-U()

More information

PRIMARY SIDE C ADA EVALUATION BOARD DO NOT SCALE DWG HOLE TOLERANCE UNLESS SPECIFIED PLATED: +/- 3 MILS NON PLATED: +/- 2 MIL

PRIMARY SIDE C ADA EVALUATION BOARD DO NOT SCALE DWG HOLE TOLERANCE UNLESS SPECIFIED PLATED: +/- 3 MILS NON PLATED: +/- 2 MIL RT FILM - fab REVISIONS REV ESRIPTION TE PPROVE INITIL RELESE PR J.HU S PER ER NO.0698 0JUL J.HU S PER ER NO.058605 9JN6 J.HU HOLE TOLERNE UNLESS SPEIFIE PLTE: +/- MILS NON PLTE: +/- MIL.50 (REF).05 FINISHE

More information

PIPING SYMBOLS AFF AFMS AHU AMB AS ATB FLOW CONTROL VALVE PLUG VALVE TEST COCK AUTOMATIC AIR VENT PRESSURE-TEMPERATURE TEST PLUG

PIPING SYMBOLS AFF AFMS AHU AMB AS ATB FLOW CONTROL VALVE PLUG VALVE TEST COCK AUTOMATIC AIR VENT PRESSURE-TEMPERATURE TEST PLUG UTWORK SYMOLS UTWORK SYMOLS PIPING SYMOLS MEHNIL REVITIONS SLE(S) S NOTE ON THIS SHEET RE SE ON FULL SIZE X SHEET ESRIPTION ESS OOR KRFT MPER FIRE MPER SMOKE MPER OMINTION FIRE/SMOKE MPER FLEXILE ONNETION

More information

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO

OHIO DEPARTMENT OF TRANSPORTATION CENTRAL OFFICE, 1980 W. BROAD ST., COLUMBUS, OHIO OHIO DEPRTMENT OF TRNSPORTTION ENTRL OFFIE, 80 W. ROD ST., OLUMUS, OHIO 432-08 pril 2, 207 To: Users of the Stndrd ridge Drwings From: Tim Keller, dministrtor, Office of Structurl Engineering y: Sen Meddles,

More information

CHARACTERIZATION BOARD DO NOT SCALE DWG

CHARACTERIZATION BOARD DO NOT SCALE DWG RT FILM - fab REVISIONS REV ESRIPTION TE PPROVE INITIL RELESE FE J.HU HNGES PER ER-0570 0PR J.HU HNGES PER ER-059078 0JN6 J.HU.075.75.05 HOLE TOLERNE UNLESS SPEIFIE PLTE: +/- MILS NON PLTE: +/- MIL.00

More information

Classic 9. Sliding Door Systems, C-Profile

Classic 9. Sliding Door Systems, C-Profile Clssi 9 Sliding oor Systems, C-Profile Tle of Contents Clssi 9 - Tue rive Systems, C-Profile Trks, Joint Brkets Hngers Srew-on Pltes Fixing Brkets Side Fixing Brkets Trk Stoppers U-Trks nd Guide Rollers

More information

C-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS

C-TRAN MAINTENANCE BUILDING EXPANSION / SOUTH LOT IMPROVEMENTS N HJ 5 C.DEFG B 5 7.B. 0. NOTES:. REFERENCE 5/S. FOR SITE LIGHT POLE S COORDINTE LOCTIONS WITH ELECTRICL SITE LIGHTING PLNS. 5 6 7 8 9 ' - 0" 5' - 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0" 0' - 0"

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST OEM STYLE 8475-5 FLUI EN FOR GRNER ENVER PZ-8 PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH 4 4 /2 5 5 ¼ 5 ½ 5 ¾ 6 6 ¼ 6 ½ 6 ¾

More information

HORIZONTAL SLIDER - NON-IMPACT

HORIZONTAL SLIDER - NON-IMPACT 2 /" FLNGE WIDTH " MX. UNIT WIDTH 3 /" MX. SSH WIDTH HORIZONTL SLIDER - NON-IMPT 3 /" MX. SSH WIDTH 3/" GLSS DLO 3/" GLSS DLO GENERL NOTES:. THE PRODUT SHOWN HEREIN IS DESIGNED ND MNUFTURED TO OMPLY WITH

More information

RETAINING WALL SECTION SCALE 1:100

RETAINING WALL SECTION SCALE 1:100 3 PPRO S FITER MEI FR R.. EK S (M-25) SOFFIT 200MM TK P (M5) FOORING EG 3 PPRO S.5 WEEP OES 6 RIGE 6 ) O NOT SE TE RWING ONY WRITTEN IMENSIONS S E FOOWE. 2) IMENSIONS RE IN mm N EVES RE IN m UNESS OTERWISE

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST SOUTHWEST 80-5 FLUI EN FOR OMO F-600 PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH ½ ¾ 5 5 ½ 6 6 ¼ 6 ½ 6 ¾ 7 7 ¼ 7 ½ F-600 600

More information

RELEASE SEE CHART BA BA BB C DO NOT SCALE DRAWING 2/17/2010 PLATE-FLOOR,JOINT,CAB,REAR CHT SCREW G U (16)

RELEASE SEE CHART BA BA BB C DO NOT SCALE DRAWING 2/17/2010 PLATE-FLOOR,JOINT,CAB,REAR CHT SCREW G U (16) RELESE TE 909 ZONE ISION REOR TE FTR-ORIG PNEL-LOSEOUT -0-HT RIVET -0-HT () PLTE-FLOOR,JOINT,,RER 9-0-HT SREW G9-0-0U () SHIEL-HET -0-HT SREW G9-0-U() SHIEL-HET -0-HT SREW G9-0-U() O 99 EXTENSION-HSSIS

More information

Copyright 2015 Winnebago Industries, Inc.

Copyright 2015 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

Reeve. & Associates, Inc. 112TH AVENUE & COLORADO BOULEVARD THORNTON, COLORADO THORNTON MAVERIK PERMIT SET

Reeve. & Associates, Inc. 112TH AVENUE & COLORADO BOULEVARD THORNTON, COLORADO THORNTON MAVERIK PERMIT SET 6//0 7:0:7 M " " SEL TE STTUS TE & ssociates, Inc. PROJET NUMER RWN Y HEKE Y J.Nate, P.E. SLE OVER/INEX SHEET s indicated PROJET NUMER: 799-79 RWN Y: RWH ENGINEER: JNR OF PRELIMINRY NOT FOR ONSTRUTION

More information

USCAR - T4/V4 ISO VIEW (WITH CLIP SLOT)

USCAR - T4/V4 ISO VIEW (WITH CLIP SLOT) INEX PGE TITLE PGE TITLE LOK / ONNETOR SPEIFITIONS REVISION LOK / GENERL NOTES SM IGRM / KEYING TLE PRT LOK [KP LOK (IF REQUIRE)] EXPLOE VIEW / MTERIL SPEIFITIONS 5 TUM LOTIONS / FETURE ONTROL VIEWS 6

More information

Kirkland Avenue Townhomes

Kirkland Avenue Townhomes Renton Housing uthority ESIGN TEM Kirkland venue Townhomes 1720 12th venue 3 Seattle, W 98122 ontact: Grace Kim, I 1720 12th venue Seattle, W 98122 1508 Kirkland venue NE, 1518 Kirkland venue NE, 3017

More information

KANSAS STATE UNIVERSITY EQUINE PERFORMANCE TESTING CENTER

KANSAS STATE UNIVERSITY EQUINE PERFORMANCE TESTING CENTER KNSS STTE UNIVERSITY EQUINE PERORMNE TESTING ENTER 1800 DENISON VENUE; MNHTTN, KNSS 66502 UILDING NUMER: 36700-00235 -012593 320 South oston, Suite 1600 T: 918.587.6158 GH2.OM SPEILTY PRTIE O GH2 RHITETS,

More information

ABV. A.B. ADD'L ADJ. AGGR. APPROX ARCH. BD BLDG BLK BLKG BM B.N. BOT. B.O. B.O.C. B.O.F. B.O.S. BRG B.S. BSMT BTWN CC C.I.P. C.J. C.J.P.

ABV. A.B. ADD'L ADJ. AGGR. APPROX ARCH. BD BLDG BLK BLKG BM B.N. BOT. B.O. B.O.C. B.O.F. B.O.S. BRG B.S. BSMT BTWN CC C.I.P. C.J. C.J.P. STRUTURAL NOTES GENERAL APPLYING TO ALL STRUTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTE ALL WORK SHALL E PERFORME IN ONFORMANE WITH THE 0 ALIFORNIA UILING OE () THE ONTRATOR SHALL VERIFY ALL IMENSIONS

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST SOUTHWEST 8476-25 FLUI EN FOR NTIONL 12-P-160 MU PUMP PERFORMNE HRT PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH 4 ½ 4 ¾ 5 5 ¼

More information

MIT CENTER FOR TRANSPORTATION & LOGISTICS April - October 2017

MIT CENTER FOR TRANSPORTATION & LOGISTICS April - October 2017 MIT NTR OR TRNSPORTTION & LOGISTIS pril - October 2017 1 2 3 4 5 6 7 8 9 10 11 12 13 6 10.01 ONSTRUTION SS MIL ROOM 000M OORINT TH US O STIR TOWR WITH MIT SURITY 08.03 9 10.01 01 STORG 000ST VSTIUL 000SV

More information

SECTION A-A TPA AND ALIGNMENT PLATE IN PRE-SEATED POSITION

SECTION A-A TPA AND ALIGNMENT PLATE IN PRE-SEATED POSITION THIS RWING IS UNPULISHE. OPYRIGHT Y TE ONNETIVITY RELESE FOR PULITION LL RIGHTS RESERVE. P LTR ESRIPTION TE WN PV REVISE PER EO00 MR JMS H REVISE PER EO00 PR JMS H QTY. REQUIRE INEX INEX INEX LIST OF PRTS

More information

A010 Eppstein Uhen Architects, Inc.

A010 Eppstein Uhen Architects, Inc. S# 11 OTTOM OF EK, SEE STRUTURL FOR SPEIFI ONITIONS (1) LYER 5/8" TYPE X GYP OTH SIES OF EULE MTL STUS, EXTEN TO UNERSIE OF EK WITH 1HR RTE OR SMOKE TIGHT WHERE INITE ON LIFE SFETY EETS EULE EILING (S

More information

FORGED HIGH PRESSURE FITTINGS

FORGED HIGH PRESSURE FITTINGS ORE HIH PRESSURE ITTINS EVEREST OLEN HIHOPE INUSTRIL IN. EVEREST VLVES & ITTINS M. O., LT (or hina s Shipment) Mail address: P. O. ox 5 Taichung, Taiwan, R.O.. Tel: -4-3753/3773 ax:-4-37/3750 ddress:,

More information

CASEMENT - LARGE MISSILE IMPACT

CASEMENT - LARGE MISSILE IMPACT 73 1/4" M. OVERLL FLNGE 72" M. UNIT 70" M. SSH SEMENT - LRGE MISSILE IMPT 38 1/4" M. OVERLL FLNGE WIDTH 37" UNIT WIDTH 35" M. SSH WIDTH D 5 1/2" GLSS DLO 4 1/4" M. OVERLL FLNGE 3" M. UNIT 1" M. SSH 38

More information

WE LL GIVE YOU SOMETHING TO HOLD ON TO EQUIPMENT FOR EMERGENCY TOWING. CHAIN WE OFFER A COMPLETE STOCK OF EQUIPMENT FOR EMERGENCY TOWING

WE LL GIVE YOU SOMETHING TO HOLD ON TO EQUIPMENT FOR EMERGENCY TOWING. CHAIN WE OFFER A COMPLETE STOCK OF EQUIPMENT FOR EMERGENCY TOWING Towing WE LL GIVE YOU SOMETHING TO HOL ON TO EQUIPMENT OR EMERGENY. HIN SMIT RKET PNM HOK WE OER OMPLETE STOK O EQUIPMENT OR EMERGENY RRNGEMENTS, SUH S SMIT RKETS, PNM HOKS, HING HINS, SE-LINK SHKLES N

More information

Reeve. & Associates, Inc. DEVELOPMENT PERMIT GRANGE CREEK FILING 9 MAVERIK COVER SHEET C1 1 OF 14 COVER/INDEX SHEET PROJECT NUMBER: ENGINEER:

Reeve. & Associates, Inc. DEVELOPMENT PERMIT GRANGE CREEK FILING 9 MAVERIK COVER SHEET C1 1 OF 14 COVER/INDEX SHEET PROJECT NUMBER: ENGINEER: " " EVELOPMENT PERMIT GRNGE REEK FILING 9 MVERIK OVER SHEET P 06-007 SEL STTUS Reeve & ssociates, Inc. SLE T. PRIEMORE J. NTE REEVE, P.E. S INITE OVER/INEX SHEET 7 : 799-79 : RWH ENGINEER: JNR OF " P

More information

D1.0 CRABTREE ROHRBAUGH & ASSOCIATES - ARCHITECTS GENERAL DEMOLITION NOTES: GENERAL ALTERATION / RENOVATION NOTES: WILSON MIDDLE SCHOOL ADDITIONS

D1.0 CRABTREE ROHRBAUGH & ASSOCIATES - ARCHITECTS GENERAL DEMOLITION NOTES: GENERAL ALTERATION / RENOVATION NOTES: WILSON MIDDLE SCHOOL ADDITIONS GENERL S: D DSHED LINES INDITE GENERL ONSTRUTION TO E REMOVED GENERL ONTRTOR IS RESPONSILE FOR FIELD VERIFYING LL ONDITIONS RELTING TO THE DEMOLITION REQUIRED FOR INSTLLTION OF NEW ONSTRUTION SHOWN ELSEWHERE

More information

FACILITIES DYNAMIC PROTOTYPES MILITARY WORKING DOG KENNEL BIM DESIGN

FACILITIES DYNAMIC PROTOTYPES MILITARY WORKING DOG KENNEL BIM DESIGN FILITIES YNMI PROTOTYPES MILITRY WORKING OG IM ESIGN March, 0 SHEET LIST SHEET NO. entral Parkway North, Suite San ntonio, Texas 0..00 / www.jacobs.com Texas Registered Engineering Firm F- SHEET NME -0.

More information

GENERAL NOTES EAST HAWKESBURY TOWNSHIP CANTON DE HAWKESBURY EST CHUTE A BLONDEAU WWTP GENERAL NOTES S0-1 DRAWING ABBREVIATIONS TG-ABBR-01 ALUMINUM:

GENERAL NOTES EAST HAWKESBURY TOWNSHIP CANTON DE HAWKESBURY EST CHUTE A BLONDEAU WWTP GENERAL NOTES S0-1 DRAWING ABBREVIATIONS TG-ABBR-01 ALUMINUM: GENERL NOTES LODING: : REINFOREMENT: SLS ON GRDE: STRUTURL STEEL: LUMINUM: 6//7 9::6 M M:\7\7-96- hute a londeau WWTP\Dwgs\Struct\7-96--STRUT-R7rvt DL - LL - SL - WL - EQ - REFER TO UILDING PLNS REFER

More information

LOADING ALIGNMENT TOOL GUIDE TOOL ASSEMBLY NOTE: 1 SCREWS SHOULD NOT PROTRUDE INTO INTERIOR.

LOADING ALIGNMENT TOOL GUIDE TOOL ASSEMBLY NOTE: 1 SCREWS SHOULD NOT PROTRUDE INTO INTERIOR. NOTE: SREWS OUL NOT PROTRUE INTO INTERIOR. ESRIPTION 4 HKR PV TE HEK FOR LIGNMENT. TWO SURFES OUL E FLU. PROPRIETRY T STNFOR UNIVERSITY N/OR REIPIENT LL NOT PULI THE WITHIN INFORMTION WITHOUT SPEIFI PERMISSION

More information

4: YR WSEL= :1 7'X18' TYPE M SOIL RIPRAP 2D50=24" % 4:1 4.0%

4: YR WSEL= :1 7'X18' TYPE M SOIL RIPRAP 2D50=24 % 4:1 4.0% ' X ' TYPE M RIPRP URVE TBLE URVE # DELT RDIUS LENGTH HORD DIRETION HORD LENGTH LF~" RP 9 EFFETIVE FLOODPLIN LIMITS USTOM STRUTURE (SEE DETIL ON SHT PD) LF~" RP N:,,6 E:,, STM OS- POND STRUTURE INV OUT:

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST OEM STYLE FLUI EN FOR GRNER ENVER PZ-/PZ-0 MU PUMP PERFORMNE HRT PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH ½ ¼ ½ ¾ 6 6 ¼ 6

More information

Reeve. & Associates, Inc. 88TH AVENUE & PECOS STREET THORNTON, COLORADO THORNTON MAVERIK COVER SHEET C1 1 OF 12

Reeve. & Associates, Inc. 88TH AVENUE & PECOS STREET THORNTON, COLORADO THORNTON MAVERIK COVER SHEET C1 1 OF 12 " " LEGL ESRIPTION IS W/ ROW/ WE RE HNGING IT TO NOT INLUE ROW. THORNTON MVERIK 88TH VENUE & PEOS STREET THORNTON, OLORO OVER SHEET SEL TE STTUS TE & ssociates, Inc. PROJET NUMER RWN Y HEKE Y J.Nate, P.E.

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST SOUTHWEST 8476-25LEW FLUI EN FOR LEWO W-1712 PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH 4 ½ 5 5 ½ 6 6 ½ 7 W-1712 1700 120 MU

More information

M-SERIES DUAL PAYLOAD

M-SERIES DUAL PAYLOAD WG NO. SH 2-000-00 NOTES: UNLESS OTHERWISE SPEIFIE LERNE REQUIRE FOR FREE MOTION OF SYSTEM. 2 O-RING USE FOR SELING SYSTEM TO MOUNTING STRUTURE. STNLONE UNIT MEETS IP SELING SPEIFITION. MINIMUM MOUNTING

More information

JUDGE DOYLE SQUARE - BLOCK 88 - CITY OF MADISON PARKING FACILITY IN-PROGRESS

JUDGE DOYLE SQUARE - BLOCK 88 - CITY OF MADISON PARKING FACILITY IN-PROGRESS JUGE OYLE SQURE - LOK 88 - ITY OF MISON FILITY MISON, WI IN-ROGRESS EEMER 9, 26 FOR ITY OF MISON N EITLER REL ESTTE OVER SHEET JUGE OYLE SQURE - LOK 88 - IN ROGRESS EEMER 9, 26 WINSIN STTE ITOL LOK 88

More information

STEP ASM B MAT-ANTI SLIP E2 STEM ASM A NUT 000D B (4) DOOR INSTL

STEP ASM B MAT-ANTI SLIP E2 STEM ASM A NUT 000D B (4) DOOR INSTL 8 6 SEL 89-08-0 (0) (PPLY TO POWER OR FLNGE) OOR SM 6690-- 6690-6- OOR STOP 068-0-000 0 OOR SM 6690-- (LK) 6690-- (WHT) 6690-6- (LK) 6690-6- (WHT) OOR STOP 068-0-000 EXTR --006 () 0--00 () STEP SM 98-0-0

More information

RELEASE SEE CHART BB C C /30/2010 PLATE-FLOOR,JOINT,CAB,REAR CHT SCREW G U (16)

RELEASE SEE CHART BB C C /30/2010 PLATE-FLOOR,JOINT,CAB,REAR CHT SCREW G U (16) PNEL-LOSEOUT -0-HT RIVET -0-HT () PLTE-FLOOR,JOINT,,RER 9-0-HT SREW G9-0-0U () EXTENSION-HSSIS,FRME SM 0-0-HT RELESE ZONE TE ISION REOR WG 9 TE FTR-ORIG SHIEL-HET -0-HT SREW G9-0-U() SHIEL-HET -0-HT SREW

More information

SOUTHWEST OILFIELD PRODUCTS, INC.

SOUTHWEST OILFIELD PRODUCTS, INC. SOUTHWEST OILFIEL PROUTS, IN. MU PUMP EXPENLE PRTS LIST SOUTHWEST OL STYLE 876- FLUI EN FOR NTIONL -P-60 MU PUMP PERFORMNE HRT PUMP MX MX STROKE LINER SIZE IN INHES MOEL I.H.P. S.P.M. LENGTH ½ 5 5 ¼ 5

More information

AWWA Grooved Fittings

AWWA Grooved Fittings WW Grooved Sumittl Form WW Grooved Fittings SUMITT INFORMTION PROECT NME: ENGINEER: CONTRCTOR: WW Grooved Fitting SPEC. SECTION: MEMER FETURES & DVNTGES Fittings supplied with rigid rdius grooves in ordne

More information

Danger of electrical shock, burns or death.

Danger of electrical shock, burns or death. anger of electrical shock, burns or death. lways remove all power sources before a emp ng any repair, service or diagnos c work. Power can be present from shore power, generator, inverter or ba ery. ll

More information

2 AND 5 PIN HSG TO WIRE ASM-ROOF TO SUNVISOR SHADE (6) BUTT SPLICES HHL-BLK/GRY HHN-BLK/GRY KE-BRN (2) TO TV POWER CONTROL DA BA DB CB

2 AND 5 PIN HSG TO WIRE ASM-ROOF TO SUNVISOR SHADE (6) BUTT SPLICES HHL-BLK/GRY HHN-BLK/GRY KE-BRN (2) TO TV POWER CONTROL DA BA DB CB FN-EFROSTER -0-000 TPE-FOM 0-0-000 (0)() ()() G-0-U () PNEL-PLENUM 0-0-HT G-0-U () HOSE -0-000 (0) PTOR-HOSE -0-HT () N PIN HSG TO WIRE SM-ROOF TO SUNVISOR SHE () UTT SPLIES SOLR SHE HHK-LK HHL-LK/GRY

More information

26.9mm 33.7mm 42.4mm 48.3mm 60.3mm

26.9mm 33.7mm 42.4mm 48.3mm 60.3mm TECHNICAL MANUAL FITTINGS SPECIFICATION re Hot Dip Glvnise (to BS EN ISO 1461) Mllele Iron fittings whih re supplie with proprietry orrosion resistnt setsrews tht re se hrene to seurely fix tues in position.

More information

Copyright 2015 Winnebago Industries, Inc.

Copyright 2015 Winnebago Industries, Inc. anger of electrical shock, burns or death. lways remove all power sources before attempting any repair, service or diagnostic work. Power can be present from shore power, generator, inverter or battery.

More information

1 OF / Sep-2018

1 OF / Sep-2018 90 0V ONNETORS (MOUNTE TO UNERSIE OF FLOOR) ETIL G VIEW POWER OR OX SM 000009 / 9-0-000 00 ROP (0-G) LO ENTER TO POWER OR OX ROUTE MIN WIRE IN ETWEEN TNK N RKETS ON RER SIE OF TNKS LK, # (YEL-), # (LU)

More information

MODEL RD5000 MONO-BLOCK. Model RD5100. Model RD5200. Model RD5300. Directional Control Valves 1, 2, 3 Spool VALVES CATV

MODEL RD5000 MONO-BLOCK. Model RD5100. Model RD5200. Model RD5300. Directional Control Valves 1, 2, 3 Spool VALVES CATV MOEL R5000 MONO-LOK irectional ontrol Valves 1, 2, 3 Spool Model R5100 VLVES Model R5200 Model R5300 TV 39-07-13-02 MOEL R5000 IMENSIONL T VLVES 7.25 5.25 OPTIONL, TOP OR OTTOM PORTING (OUTLET PORT) 5.00

More information