CODE EDITION: USE GROUPS: CONSTRUCTION TYPE: TABULAR ALLOWABLE AREA: SPRINKLER INCREASE: TOTAL ALLOWABLE AREA: DESIGNED BLDG.

Transcription

1 SSTS S RT TRR RRS RT ew River alley arrisonburg S R, S, RST PT R ST PT R US P & Z SP RTTUR SURY RTTUR STRUTUR R TRSPRTT R RT & S S T TS & STR UTS alzer and ssociates, nc. 08 orporate ircle ZR PRT , X T R R RTS SYS & TRS YSS R X P T P / U PPRX R SP P ST R T T R PT ST / T R R S U ST T RR TR RS PT R S. T P R T Q QUP X XST XT T P R UR T R R R T T RZ SU T T T R S R SS P UST T UST PSTR R T UU R T Z PRRXTY R R RTT(UR) SPT S PT ST R TUUS R TT R U RPT S P ST T TR R T R R R() ST U RT RT SRY UT STRUT TUUS TR T RRR UTR URS T PRTT TR S TT S R U U SPUT R R T R TR TR TR R TR P R T RY S, SUR R() TR QU QUPT XUST XST XPS T XPS T XTRR R R T, T S S R R XTUSR T R S T RP R() R R URST T UT RS R URS Y TRS, U Z R TRTR SS SS R, R YPSU R P RR R R T T/T/R T Y UTY T R T RZT S T TR TR S TR U()() SUT TRR TR'S ST T UT T() TRY T T, TT T UR R S T X T T R R S T TS, # P PP P P PT PT P PST P P P P P P PS PS P PR P PRP QT R R. R R R R R RQ RS RT R R R R R R R S S ST ST S S R S S SYP SP SPR S SS STR STRUT SUSP SYS T T T TP TR TRU T T& TS TS T T. TYP U U TR RT S T ST P. / / UTURR SRY SRY P TR XU T T U UTURR T R T R U SUS, U UT T TRT T T S UR TR P PPST PPST UTS TR UTS R R P PT PT PRT R PSTR PST T PT PT SS PY PYY R PRT R XTUSR PU PUS/SQUR T PUS/SQUR PRST RT PRS PRPRTY PRPS QURRY T RUS RSR RPT/TR RRRTR RSTR RR R RQUR RST RTUR RTUR R RS RT RT Y R R R RU P SU ST ST ST SR S R S R S R SUTR Y P SPT SPRR SQUR T STSS ST STR STRUTUR SUSP SYST TP TS T(SS) T T PSTR TRS TRU TT TU and R TP S TP ST TP TR TYP US USS T TRS PR RRR T TRU R RT Y S Y S STRT Y PST T Y R ST U TR ST TR PR R R T, R SS T TUT S S R ST S ST ST U ST 00 R UR T R UR T UR T TTR/UR T TS T R T ST UR R T, ST R T S R UU 0 RS U R (ST) RT..U. S RY RSS T / UP TTRY U XST UT XT T UT XT T RT R PT SUT TTS SUT R 0 X 0? S T T T RS T T 0 ST T S US URS RZTY, T T RT US TTRS RTY, TP T TT XST S & RS S & RS T S & RS PY R S PRUS ST SS S PRT RTRY R Town of oones ill ontact: att awless, Town anager P.. ox 66 oones ill, 06 Phone: 0--0 RTT alzer and ssociates, nc. ontact: ames Ruhland, R.. 08 orporate ircle, irginia 08 Phone: R alzer and ssociates, nc. ontact: hris urns. P.. 08 orporate ircle, irginia 08 Phone: STRUTUR R alzer and ssociates, nc. ontact: ichael itzgerald, P.. 08 orporate ircle, irginia 08 Phone: T: US RUPS: STRUT TYP: TUR R: SPRR RS: TT R: S. R R: TUR T: S U TS: XT RQURTS (US PTR 0): U RSS T (US T 00.): 0. X 9. =.8 S RQUR/6 S PR U U XTS RQUR (US 0.): RQUR, PR XU XT TR (US T 06.): 00 T X. RQUR, PPRXTY T PR RT XT SURS RT (US 0.): / UPT (US T 00..): RT (,70 :0) STR (6 :00) UTTY ( :00) TT SSTY (US PTR ): 7 UPTS UPTS UPTS 9 UPTS () U TR RQUR T SS UP. SS S T PR TRUUT U S RQUR UP. SS PR T PR ST UP. R RT U TS (US T 60): STRUTUR R: 0 URS XTRR R S: 0 URS TRR R S: 0 URS R S PRTTS: 0 URS XT SS RRRS: 0 URS R STRUT: 0 URS R STRUT: 0 URS RT XT SUR (US 0.): / PU XTUR RQURTS (US T 90.): RT = 7 UPTS TTS = = PR U TT/ PR TRS = = PR U TRY/ PR R UT = RQUR / PR SR S = RQUR / PR 0 R RTT (R) US PRSRPT P T / S- / U (-SPRT, X US),00 S.. RQUR, US,00 SQUR T STRY, 0'-0" -STRY, PPRXTY '-9" T RSS 7 6 ST. ST TT T. R T. TS T. SPTS. ST ST P S0. R STRUTUR TS S. UT P S. R PS S. R P & R. T PS. U P. R & RP PS. XTRR TS. STS. STS & RSTR TS. P TS. S TS S PY T US RS T QUPP T R S.. RQUR P RR S PY T U 0 U 0. P T Y U0 S PT R RS TT R T R R SSS (0 US ).. PR XT SS PR US 0.. PR S RSS UT PR US TRR SS S U S RT SS ( SPR 76-00, S P 0-0) PR US T 80.. R SS T PT T US ST XPS SUT TRS S SPR X R SS, S P X 0 R SS PR US 79.. SUT TRS S SPR X R SS, S P X 0 R SS PR US PU XTURS T PT. P TRS S PY T US PR TT S T UTS R TTS TR STS, T TT T S ST. 9. R SPRR SYST S T RQUR PR US PR () PRT R XTUSRS PR US 906 P U R R SYST S T RQUR PR US PR R S PR US 60.. R RT 8'-0".. SUSP S TT RS PR US 70.. STRUTUR S: S STRUTUR RS R STRUTUR S RT R STR UTTY TT TRTS T. - UTR P - S ST.,70 S 6 S S,000 S PRT SRPT TS PRT SSTS T RT XST () STRY R U. T U S S--R, RT ST, T S STRUT. T R SSTS ST T PP R R SYSTS. T R SSTS RT (RT) R, T, STRT (R) T R,, PU RSTRS. STRUTUR TS T T XST STRUTUR SST R-U XTRR RT, PR T R Y ST US, X-R R T ST R PRT T U. RQUR, PU, TR S RS R T RT R T RSPSTY T R TRTR. TR SR TS R T RSPSTY T R. TS S RRS RT T S S R. RU ic. o RT R R Y S Y Y RSS: R T T S R, S, ST. T R/R R 9 07 s indicated

2 '-0" '-0". R TURRU '-6" S R R SS '-8" '-0" X '-0". X. '-0" '-0" X. '-0". '-0". '-8" R SS T SS PT '-0" '-0". X >/= '-0" '-0". X < '-0" '-0" ' - 6". ' - 6". X < '-0" X X < '-0" ' - 0". ' - 0". X >\= ' - 0" X >\= ' - 0" R SS T U-TUR '-0" '-0" '-0" '-0" " X. '-". 6'-8". TS PRTRU TS URR/URY RQUR R S "X" <\= 6' -8" '-" X X '-0". '-0". STS RT R PPR '-0" SR & T ST '-6". PT :'-0" * '-6". (a) ront pproach, Push Side (b) atch pproach, Push Side (c) inge pproach, Push Side * 8" if closer is provided * if both closer and latch are provided ** 8" min. if both closer and latch provided PT : ' - 6" '-0" PT :'-0". PT : ' - 6". (b) ront pproach, Pull Side (e) inge pproach, Pull Side (f) atch pproach, Pull Side * " if both closer is provided '-0". '-6". '-0". * '-0". '-0". ". * ". '-6". ** '-6". '-0". '-0" X = Y = Z = '-6" '-0" TYP U '-9" '-0" TYP U '-0" '-6" TYP U TYP UT TT/UR PRTT (-SS) Y X = Y = Z = X '-0" '-8" (-T XTUR) '-" (R-T XTUR) '-0" TYP U '-8" '-0" TYP U '-0" '-6" Z X X Z Y '-0" R R '-6" '-0" X '-6" ' - 0" Y -S PPR X = Y = Z = X = Y = Z = '-0" 6'-6" (-T XTUR) 6'-9" (R-T XTUR) '-8" '-6" '-6" X Z R R ' - 6" '-6" '-0"X T-S PPR UTRY SS TT PRTT Y '-6" '-0" '-6" PRTTS T R '-8" (-T XTUR) '-" (R-T XTUR) '-0" TYP U '-8" '-0" TYP U '-0" '-6" X '-0" '-6" '-" X '-0" ew River alley arrisonburg RST PT R ST PT R US P & Z SP RTTUR SURY RTTUR STRUTUR R TRSPRTT R RT & S S T TS & STR UTS alzer and ssociates, nc. 08 orporate ircle, X T R S R. RU ic. o T. R SS T P/RY SS RS /" = '-0" R S. R RS PSS R SS R T- SP 80. TUR RU RT SS R SSTY TS T. (g) ront pproach, Sliding oor (h) Pocket or inge pproach, Sliding oor (i) Stop or atch pproach, Sliding oor SS UR RS /" = '-0" ' - 0" -S PPR STR SS TT PRTT T-S PPR TT PRTTS T. /" = '-0" ' - 6" '-0" Z SS TT PRTT R T T T. PRTT T RP T R R 9" X '-0". TRY R R R PRTT T RP TR SSTY RS, TRY XTUR - UT SSRS UT S T PRTT T RP TR XTURS R R S 8" X 8" '-9" T '-0" T TP R R Q U '-" '-6" Q U 6" X 6" X '-6" '-0" '-0" '-0" SS RSTR RS /" = '-0" '-" '-0"X '-6" '-6" '-8" TR ST R R R PRTT T RP TR SSTY RS, TRY XTUR -UT SSRS UT S T PRTT T RP TR XTURS R R S -UT SR (STR UTS Y UST/ SR SPRY RQUR T SS UTS) SR TRS T T YR T T R R SS TS (S R PS) 6" X 6" X... PR P PT 'S & 'S R S. SS S UT XTRR S (S S TRR TS) S U T TRT SY SSTY.. US UTS TRS S PR T S T RQUR TT RSP R TST RST. T R T TT TS TRS S T X S.. US TRS R TTS ( URS PP) S UT T S T TT, R T ".... R RS S T RTT T TR TTS S ST T TST 0 S. R RTR. SSTY RS SR TS ST.S STRS S T R R R RR PURPSS Y. Y S TS ST RPRST PP PTS T "SS US US TS" T STR. R RTS, PY TXTS, SRPTS, R TRPRTTS RR T T T STR. TY XRPTS R T T STR T R U R TR R T TS PRT, R T T STRU S PT XUST ST. '-9" T '-0" T TP R R '-" T '-" (TYP) '-" T '-7" (SS) '-0" TT SSRS TS... T URS ST SU TT SSRS RSTRS.. PR T -U TS.. SSRS UST PT.. RY UT T TT TSSU R PRR T UT. T Y RY P UT URS Y R.... T ST Y STT RSTR T (URS Y R). '-0" '-6" R SS XTURS (R PS) TT TSSU SPSR T TRS TRSR S XTURS R PP '-0" X '-" 7" T 9" '-6" '-6" /" XZ (" ) '-9" T '-0" '-6" '-" '-8" X '-0" (TYP UT) '-" (SS). '-" (R) " RRR R PP (S SPS/S) TRY (TR R UT RQ. SR) " X 0" X 9" 6" X 8" '-" T R UTS '-" T TRS TRY (TR R UT RQ. SR) S TS XTUR PP SUR XTTS 7" " X /" X SP R TRST /" X RT ST R TRST /" X RPT R S TRST /" X S S/SPS R RPT TRT T TRS ST ST T T /" RT ST (TYP T XTRR RS U) S RRS RT R Y S Y Y T RT S RSS: TS S R, S, R/R R 9 07 s indicated 6 T. SR RT T SR S T TR ST RT T TR ST S T UR RT T TRY/TR R UT RT T TYP PU XTURS /" = '-0" TRY/TR R UT S T T. " = '-0" XTRR R TRS SS R TRSTS ST. T

3 R PRT TS STY ## TU UR UPTS US RSS PT UT XT T (T T RY RUT, S RS) R XTUSR T ( UT, UT- PURPS RY TYP, U-RT -:60-:, 0 # PTY) R STRUT TS & SPTS S R. SS, STRUT, TRS, RSP S PY T T R UR STT U (US), 0 T (0 / TS), S U STRUT T QUTY. R U T STRUT TS PRT S PY T PP PRSS T. Y STRUT, TRTR S URST T US RS T RPRT RQUR TS, TR T T T UTS R T.. TRTR S RSPS R STRUT S, TS, TQUS, SQUS PRURS R STY PRUTS PRRS S TY RT T T R TS PRT.. TRTR S RSPS R T S, R, PRTT RT TPRRY S, STS, R, R R, ST, SR URP SSRY T PRR T R. TPRRY R, ST, SR, T., RQUR T SUR T STRUTUR TRTY/STTY T XST U, SS, UTTS, T. UR STRUT S S Y PRSS R S T T R.. RS S SS T T PP, R T R UR STT U (US) TS PP RS T STS T () SSTY US.. TRTR S RY XST TS R SS PRR T Y R. Y SSTS S RPRT T T RTT RT PRR T R. UR T RPRT SSTS R RTT R R Y R T R RQUR RT T T SSTY. 6. UR RUSTS S TS RS US R SP RS. 7. R T S "..." S T PRT TS TRT, Y R UR SPRT TRT. 8. R T T PRT T RS, UT RSY P T SR T TT S T RRSP PS, S RPT. 9. TRTR S RSPS R SSRY TPRRY UTTS SUPPRT TS SSRY T PT T R. RQUR S R TPRRY SRS S U T TRT. PR Y SSRY TPRRY STRUT RQUR T T R/TT/PTR US T XST PRPRTY UTS T TS STRUT. 0. SUSTTUTS R SP TRS PRUTS S Y T PRR PPR R T R /R RTT. S - RT (S STRUTUR TS R T RT) S - SRY (S STRUTUR TS R T RT) S - ST (S STRUTUR TS R T RT) S 6 - (S STRUTUR TS R T RT). STRUT S R T T RQURTS T R STTUT TR STRUT T T RST PRUTS SST (T S SPT R STRUT).. TRTR T PR R S, QUPT, R RS, P RS, XTURS, T. R R SUPPRT. RT T TRTR, R QUPT SUPPR RQURTS PRR T S R.. TRTT: PRSSUR TRT SS PTS Y TR TT T SRY, RT R RU, S S SR RS. PRSSUR TRTT S PY T P STRS P-.. STRS R PRSRT TRT S T-PP Z T Z ST, STSS ST, S RZ, R PPR PR S 7 - TR & STUR 6 UPTS XT RTSS = PPRX. ' RT XT SR SS RUT. R PRTR SUT S ST 78, TYP ; PRSS STRT:. PR SQUR, U (ST 6); TR SRPT: 0.% Y U, XU (ST 7). T S PR T ST 90% RUT Z PT PTT S PR T STR TS. R-U:. 7 - TSS S T R TSS T T R-U.. RSS TT SUT R STTS: RT- TR TT SUT PY T ST 66, TYP, SS, T XU SPR S-PT 0 R SS.. XTRR STS: S -S, S R T T T XTRR TRS, R XTRR R R RS.. UTTRS SPUTS S TRY S T; 0.07 T - UTTRS, 0.00 T SPUTS. R S T RS.. R SUPPRS TR STSS ST SS T U, ST 67, ST, T. S. -SP T SS S UU, TRY S, R T T SURRU STRUT. SS T TRTT SS TUT XPS STRS, T PR S STRS. 6. P S SYST T.00" UU R U Z ST, TRY S, R S S RS. P SS T TRY R, S T TR UTTR/R R, T PR S STRS, S R TR XPS/TRT. TS S 0 U Z ST, P T SP PTS T T P R & S, T XPS STRS. ST PR UTURR'S RTT STRUTS, UTZ STRS S SP Y UTURR R US T P SYST SU-STRUTUR T RS. 7. R R SYST R Y /RPT R RS S SUR- TP R SYST, 60, UY R, Y RS R SYSTS R QU, S ST PR UTURR'S STRT U SPTS. R R R Y R RPRS S T XST R. 8. XTRR SUT & S SYST (S): UTSUT SYST T TR R SYST Y RYT, R QU... T SUT SPTS TS T RTT /R R R PPR. PS R SUT R S PY T RQURTS UT R R SUT PRUSY TS ST. PR PS R SUT R RT T R S T (ST) S T PR PRPR R STUR T T XTRR. PR S S RQUR T T PRPR R T U XTRR, "QUS" Y RYT R QU. PR "STP T" R/TR- RSST RRR SYST Y RYT, R QU, ST PR UTURR'S STRUTS T PR TR-TT SYST. PR TR TRT PRT URT R 0 YRS. STY P T. /6" = '-0" 8 UPTS XT RTSS = PPRX. 6' S 8 - RS S. RS T U '0" X 6'8" T USS TRS T. PR "R STY" S. RR S Y UTY R UST R. S TS S PY T ST RS RS: XTRR RS: S/S-00, R, XTR Y UTY, U 6 Z ST S, SS RU ST. R T SU. SUT R, R- U.. TRR RS: S/S -00, R, Y UTY, U 8 Z S, SS RU ST. R T SU.. RS: RT R 6 Z ST R XTRR PPTS, 8 R TRR RS. RS T RRS R XTRR RS, - TYP R TRR RS, USS STRUT Y R TRS. PR TR STRPP R XTRR RS, SRS TRR RS. RS T R U 6 RTR XS RTR RS. PR R S S RQUR R RS T TRY UT RS RS R RR STT.. TRR RS: RT RS: -/" T, -PY, RSS STRUT, - UST R, PRU R. TRY ST S T ST PYURT (T ) RTRY UT R R- T. -RT RS: -/" T, 7-PY, RSS STRUT, PRT R R, PRU R. TRY ST S T ST PYURT (T ) RTRY UT R R- T. 6. UU S STRRT: R TR, -T R SUT SYSTS, T S S T RS. PR TR STRUTUR STRS, XTRU SS ST PR UTURR STR TS. SUT PT /" S TS R TS SP S R PPR. RS S "U ST", R 0 STR UU TR RS, T -/" TP S RS " TT R. PR STR UTURR'S R RR S S: R STR TP TT ST PTS; R "S RT S 80-0" ; R "-9" RTTS SS SRS XTRR PU ; R "P " RTTS SS SRS TRR PUS R; R "S " R SR 7. Z: TPR: /" T, ST 08, TYP, QUTY Q, UY TPR; SUT: () /" T T SS SPRT Y /" YRT R SP PY T ST 77. TPR UTS S RQUR R -SUT TPR UTS. STY Z TS S R T 06. XTRR Z S PR 009 TRT RY SRT T 0., Z SR T T (S) U-TR S 0.. RT S T U-U T SYSTS SR. S 9 - SS (S T S UTS PR Y TT. R/TR STS T Y R /R TT.). TRR SS S XU SPR RT ST SS (76-00) RS S SPS SS (6-7) XT SS RRRS TR XTYS ( T 80.). TRR R SS T T T RQURTS S UT ST YPSU R SSS S SUR T STUS T SP T Y YPSU R UTURR T STRS SP Y S. PR ST ST Z T Y T P PRSS TR SSRS PY T ST 07. TR US RR,, SR S, RRURTS. S ST. PR STUR RSSTT R XTRR STS, TRS, RU P TUS, URY TR RS.. TRR PT: UTZ PT TRS T 0% 'S (T R PUS), SST () T TRR TX PRR () TS TX S.. TRSTS T RT TYPS R S PT. PR Y TRST STRP T RYS/PS T RS T RPT RS T T. PR T TRST/TRS T RSYS/PS T RS T T RPT R T. S QUPT T: RR T YSS R ST R UPY UTS. 6 UPTS XT RTSS = PPRX. 66' RT. T QUPT S PR Y R ST Y R ST R. S (S PU STS R T RT). PU SS, STRUT, TRS RSP S PY T PRSS T 0 T T "TRT PU (P)", T 0 T T "TRT (), S U STRUT T QUTY.. PR TT S T UTS R TTS TR RS. PRT T TT T S ST. PR TT T TR SPS S RQUR 0.., RRSP PRSS 0.. T TR T TPS S T T R 0-0 RS RT.. SUT R TR SUPPY PP T /" RSS PP R.. PRSSUR TST TR S T 00 PS R S, RTY TST STRY S T T T (0'0") ST (R S RT Y T U ). 6. UU RRS R RQUR T S S Y UTT R T SUT T. 7. PR SUT- T XTUR QUPT T R UTUR SR R. 8. T TR S XPS R S R T SUT R T RQURTS. 9. P TRS S PY T 09.. S 6 TR (S TR STS R T RT) XT SR SS RUT. TR SS, STRUT, TRS RSP S PY T PRSS T 0, T 0 T TR (), S U STRUT T QUTY.. STRUT UST PY T R S.. SSUS PY T T SSTY S S STS Y T STT S.. TRTR SUTRTRS TRUY RZ TSS T TS STRUT UTS RY XST ST U TS PRR T SUTT.. SUTRTRS, R STRT TR R RY TR PRTUR RT RQURTS R P T SURTS, SUR S, SUR TS R UT TR R. T U TT R URSTS S XTY T RQUR.. TS RTT S PRSS SUTTS T TR T RSPS R STRUT S, TS, SQUS, R R STY PRUTS T T T R TS PRT R R T TS R SSS T TRTR, SUTRTR, R Y TR PRSS PRR Y T R TS ST. 6. TRTRS PR QUT R R SR T SUR STRUTUR STTY T U RT U PTS,.. STRUTUR S, TRR SSS T. UR 7. R RT T TR TRS RR T TRR PRSR XU R SSS. 8. TRTR U SUS TS RQUR Y T PT TS R. 9. TRS US R U.. S R RQUR T PPRPRT... STRS. 0. YUT PRTTS R STRUT T PRT RRRS Y SRPY, RY PRTTS ST S T T RS. T S RS.. RY SS T PRR T RR UTT /R ST TR, PRUT R QUPT. T T Y SRPS, TT T RTT R PR T TT R.. SUTRTRS PR RTT SUR T T R R PRR T STRT Y R TS PRT. RTT SUR T TRT R TUT 0 YS PRR RTT T T T R.. SUSTTUTS Y R TRS SP TS STRUT UTS S. "QUT" SUSTTUTS, USS PPR RT Y T RTT PPR Y T R U T T TY R.. TRTR S RSPS R RST SS RSP SSU RSPSTY R T R PRTT S R TRS R. Y T S R TR R US Y S R R PY Y.. TRTR Y R STRS RT S STRS R T STY TR PYS ST. TS RTT S PRSS SUTTS RSS Y T R, RT R TRS, TS PRT R TS URS US R RU TS PRPRTY UR T STRUT PSS TS PRT. 6. S: SUTRTRS R TRTR R T T R PT RS TS RS UT TS TRT /R RPTS U U TR TRS TR PRT R PYT R R P R T R. 7. R TRTR T PY R SR SRS. RSPS R R RS UUT Y TR. R, TR P T ST S T TS, T R S T T R Y. 8. STRUT -UP: TR TR R S PT UST PRR T TUR T SP R T T R, T STRUT R PY T SRS PRSS SRS T S ST QUPT, SR RS, T T SS /R SURS PRR T UPY. 9. T S T RS. RY RTT SS S. 0. T R TRTR SUTRTRS S RY TT SS R RRT T RS R STRUT S. T TRTR S TY T RTT/SR TY Y SRPS R U.. TRR SS S T PS R R STU. XTRR SS R R TRR STU T XTRR ST. TRS SS R R TRR XTRR T STU. SS S R PS, STS, TS TS R T S STU, SRY, R RT R S, USS TRS T.. R TS R T T TRS.. RTS TRUUT T RS R TS US. TY T RTT/SR Y RTS QUST.. RT T STT T RUS TR TS T T SP S (U, UT T T T: STRUTUR RS, UTS SUT, UTS, RYS, <SPRR SYST,> T XTURS, SYSTS, Y SP STRUTUR SUPPRTS RQUR) S RSPS R T T S T T S R T T RS T S SU ( T SS R T T S SUR.). SS PS S PR ST RR RQUR Y U R R T PRPR PRT R T PU, R TR QUPT, TR R T T T RS. RT SZ, T, TYP SS P T TR R. 6. UP SPS: R RS, RUS ST TR R T PRPRTY T U SPS R PY U UP STS. R T PRT R, STT S, RUTS RRS UP PT R. STRUT RS S T UU- R R RS. UST, RT, ST, RS, PT SPTS, RPPS, TR SS. 7. T S SSRY T TRRUPT Y XST UTTY SR T RRTS /R T, U 8 URS T S T T R. TRRUPTS UTTY SRS S T SRTST PSS URT R T R T S PPR Y T R. 8. T S SRT T Y T TT T RQURTS TS TRT T T, R R T, PP S, S, RUTS RS, T UR S T PR T R QUST, XPT T TR RS, UT RTT S T RT RTT TRT S ; R PT R PRTY PT R S SR T T T PP S, S, RUTS RS, TRTR S RQUR T R TT R R T PRT RP SU R T PY R T T ST T T R. 9. SU-R TS R S STS S TU S, USS TRS T. 0. RY XST R-T-R TS.. T R TRTR S URS TRS, R, QUPT, TRSPRTT SRS SSRY R T STSTRY PT R. QUPT, R TRS S PY T URRT PP S R RUTS, T TRT UTS.. T R TRTR S PRTT XST R Y ST S R SURS R UR T URS STRUT S RP /R RPR SURS US Y TRTR R SUTRTR PRS T T STST T R.. T R TRTR SUTRTRS S PR SSRY PRTS SPTS.. R TRTR SUTRTRS PRR R T PRSS S RSPS R TT, T SUPRS RS PRUT STY PRR U UT T T T T ST R RS T PRPT R Y RS R TS T R ST STRS ST T R.. TRTR S PR ST STRS, RS, -UP PTS SUPPRT RTS RQUR R T STT SR, TT SSRS R-UT R SUSP TR QUPT. 6. TPRRY TS: PR ST TR STR R T T T R STRUT. T S RT T T R. SSRY TS T XST UTTS R TPRRY PR TR SUPPS, S RT SU US T T R PRR T T. PR TPRRY RRS T SPRT STRUT RS R PU STY RU TR PRTR STRUT R. alzer and ssociates, nc. T S ew River alley arrisonburg RST PT R ST PT R US P & Z SP RTTUR SURY RTTUR STRUTUR R TRSPRTT R RT & S S T TS & STR UTS S RRS RT 08 orporate ircle, X T R ic. o T T R S R. RU RT R Y S Y Y RSS: SPTS S R, S, R/R R 9 07 s indicated ST. T

4 XST R TR XST S YR-RU R RRS RT SS UTR P RRS RT (T. ) PPRXTY 0' R XST S T: U SP XTRR PRTS T R UR SPRT TRT. R ST TS. T USTRT ST P S S PPRXTT XST ST TURS. S RT S S S PPRXT US Y S PYS ST TS.. URY RT S S UTS R SURY PTT TRR Y T R T PRUS S R PTS RR. T SUT PRPRTY S T T T... ST 00-YR Z. T SUT PRPRTY S T Z "." TS TRT S Y RP TS Y. T STUY S PRR S PRT TS PRT.. SUR R STRUTURS T T SPUT TS S RT T RTTUR PS ew River alley arrisonburg RST PT R ST PT R US P & Z SP RTTUR SURY RTTUR STRUTUR R TRSPRTT R RT & S S T TS & STR UTS alzer and ssociates, nc. 08 orporate ircle, X T R ic. o T T R S R. RU T. 70'-0" T XST STRUTUR STRUTURS XST TT U PRPS R XST SS R PRPS PR R PT STRS S RRS RT RT ST ST P S R, S, XST TR PT R Y S Y R/R ST ST P. " = 0'-0" Y T S R 9 07 " = 0'-0" RSS: ST

5 S - R. n case of conflict between the general notes, specifications, and drawings regarding structural issues, the most stringent requirements shall govern.. Structural drawings shall be used in conjunction with the architectural, mechanical, electrical, & plumbing drawings, as well as any additional drawings provided by material & equipment suppliers. ontractor shall be responsible for coordinating the work of all other trades with the structure.. This structure is considered unstable until all structural components are in place, fastened, plumbed, true and in accordance with these signed and sealed drawings. contractor shall be responsible for furnishing, erecting, and removing any temporary shoring and bracing during construction.. ontractor shall strictly adhere to all safety regulations. The architect/ engineer shall not be responsible for construction means, methods, or procedures for safety precautions in connection with the work.. onstruction materials, equipment, or other heavy loads shall not be placed upon structural components in concentrated areas. construction material or equipment staging shall not impart loads to the structure greater than that shown in the design load schedule. 6. ork not indicated on a part of the drawings, but reasonably implied to be similar to that shown at corresponding pieces, shall be repeated. 7. Temporary bracing, sheeting, shoring, etc., required to ensure the structural integrity/stability of the existing buildings, sidewalks, utilities, etc. during construction is the ontractor's responsibility and shall be designed by a Professional ngineer licensed in the ommonwealth of irginia. 8. Shop rawings: Shop drawings for materials shall be submitted to the rchitect for review prior to the start of fabrication or commencement of work. o portion of the contract drawings may be reproduced for submittal as shop drawings unless authorized by alzer and ssociates, nc. in writing. iolation of this provision will result in the rejection of the shop drawings and will be returned without being reviewed by the rchitect or Structural ngineer. Shop drawings shall bear the eneral ontractor's stamp of approval, which shall constitute certification that he has verified all field measurements, construction criteria, materials, and similar data and has checked each drawing for completeness, coordination, and compliance with the contract documents. Shop drawings not reviewed by the eneral ontractor prior to submittal will be rejected. hanges to shop drawings that are re-submitted must be clouded or otherwise clearly indicate the changes that have been made to a previously issued and reviewed drawing. The ontractor shall provide the rchitect or Structural ngineer with written notice of deviations of any type from the requirements of the onstruction ocuments. The notice must be received prior to shop drawing submittal. The ontractor remains liable for any deviation unless reviewed by the rchitect or Structural ngineer and acknowledged in writing, prior to receipt of the shop drawings. Shop rawings will be returned not later than 0 working days after receipt by the rchitect or Structural ngineer. rchitect/ngineer shall not be liable for work performed without approved shop drawings. S - UT & ST PRPRT:. The surface of the exposed sub-grade shall be inspected by probing or testing to check for pockets of soft or unsuitable material. ll fill and unsuitable foundation material shall be removed and footings shall rest on undisturbed soil or engineered fill. ootings shall be designed for an assumed minimum soil bearing capacity of,00 psf. wner shall make any investigations he deems necessary at his cost. ll footing excavations, site stripping, undercutting and control fill operations shall be done under the supervision of an independent testing laboratory, under the direction of a professional engineer licensed in the ommonwealth of irginia.. Reference plan notes on foundation plan for additional notes and requirements.. lear site and remove all vegetation, trees, roots, decaying material and other obstructions from areas occupied by utilities and structures, etc; strip top soil to a depth of " or deeper as required; debris is to be completely removed from site or disposed of and is not to be deposited in fills.. Strip all topsoil from areas to be covered by structures or pavement and fill with an approved controlled fill, compacted to 9% or better of maximum dry density as determined by Standard Proctor (ST 698).. oundations are not to be excavated until building fill is placed and compacted. 6. enter footings under walls and columns unless noted otherwise. 7. ooting elevations shown represent the minimum depth to which footings shall be carried and shall be lowered as required to obtain suitable bearing. 8. ll footings shall project at least '-0" into undisturbed natural soil or compacted controlled fill having a bearing value at least equal to that specified above. Place bottoms of all exterior footings at least '-0" below finished grade. arth cuts may be used as forms for footing concrete. rain all bearing strata adequately before placing foundation concrete. o not place concrete on frozen soil. 9. Proper site drainage shall be maintained in order to protect the site from excess surface moisture during construction. Protection of the site shall include the construction of temporary ditches, berms or other surface water diversion devices in order to divert surface water from and not across the site. 0. here, due to field conditions, actual bottom of footing elevations will differ from elevations shown on plans, piers and columns shall be increased, decreased, added or eliminated following intent of these drawings and specifications.. ooting step locations indicated on the foundation plans are approximate; actual locations may vary from that shown based upon existing conditions at the site. ontractor shall locate footing steps in field as required by finish grade and localized soil conditions.. xcept where unbalanced fill on foundation walls is less than '-0" (or as otherwise stated on drawings), backfill shall not be placed against concrete or masonry foundation walls unless the walls have attained full design strength and the top of these walls are braced against overturning in a manner satisfactory to the engineer.. xcavations at retaining walls shall be sloped. Temporary slopes should be constructed on a slope of one horizontal to one vertical or flatter.. ll walls shall be adequately braced to resist all horizontal loads from wind, earth, and construction loads during installation and until such time as permanent anchorage is in place. eavy compaction equipment will not be allowed within a distance subtended by a angle between the surface of the ground and any footing.. ontractor shall include in his bid all civil engineering and site work including landscaping, seeding and straw placement at denuded/disturbed areas, as well as temporary erosion control as required by the governing jurisdiction(s). 6. ll underground utilities shall be referenced from site, mechanical, electrical, and plumbing drawings and connections shall be made prior to placing foundation concrete. rchitect / Structural ngineer is not responsible for locating and coordinating utility interactions with building. 7. Roof drain pipes serving the structure shall tie into underground perimeter foundation drain pipes and be taken to an appropriate point of discharge. ontractor to coordinate with civil drawings for daylight or underground tie-in information. 8. ll concrete sidewalks shall receive a broom finish unless otherwise specified on architectural or landscape drawings. S - RT aterials for concrete construction shall be in accordance with the following specifications:. ll concrete materials, processes, and work shall be in accordance with 8- "uilding ode Requirements for Structural oncrete", 0-0 "Specifications for Structural oncrete", and ST 9, unless otherwise noted or detailed on the contract drawings.. ll exterior concrete slabs exposed to traffic shall be 000 psi. ll concrete slabs, on-grade or on suspended metal deck, shall be 00 psi. ootings for walls and columns, and all other concrete, shall be 000 psi. Refer to structural drawings for additional notes and use highest strength mix where discrepancies occur.. ll concrete exposed to freezing and thawing shall have an entrained air content of 6% (±.%).. Refer to Table 9... "Requirements for oncrete by xposure lass" and referenced exposure class definitions for maximum water / cementitious materials (w/c) ratio, minimum design strength, entrained air contents, and other constituent restrictions for this project.. ontractor shall submit a concrete mix design for each type of concrete to the project rchitect for approval prior to the placement of concrete. 6. ontractor to provide a mockup sample of all exposed architectural concrete elements as directed by the rchitect. 7. ll reinforcing steel shall be deformed bars of new billet steel conforming to specification listed above. Rebar splices shall be as per 8. ll reinforcing marked continuous (cont.) on the plans and details shall be lapped 8x bar diameters at splices unless otherwise noted. 8. elded wire fabric shall be lapped a minimum of one full wire space plus " when spliced. 9. etail, fabricate and place reinforcement in accordance with 8 unless otherwise shown. oncrete protection for reinforcing steel reinforcing steel shall be in accordance with ll reinforcing steel shall be held securely in place to prevent dislocation during the placing operation. Slab reinforcing bars shall be supported on high chairs and bar spacers of suitable design.. Reinforcing steel shall be clean of mud, debris, loose rust, cement grout, or any other material which may inhibit the bond between the steel and the concrete. o not field bend reinforcement. n no case may bars be heated to facilitate bending.. o concrete shall be placed until all embedded items have been installed, tested and inspected.. ontractor shall gain approval from Structural ngineer for post-installing any column anchor rods.. ollow manufacturer's written installation procedures for installation of all post-installed anchors in concrete work. ontrol silica dust per S requirements and prepare hole for receiving adhesive in accordance with manufacturer's requirements. here required, contractor shall receive certification from manufacturer for conformance to installation procedures.. oncrete slabs on ground specified as fiber reinforced concrete shall be reinforced at minimum with micropolymeric fibers to control plastic shrinkage cracking. t the contractor's option, steel or macropolymeric fibers may be added to control random cracking upon the concrete reaching its hardened state. icropolymeric fibers shall be added into the concrete mix at a minimum rate of 0.% by volume (. lbs per cubic yard of concrete), or as suggested by material supplier. 6. Sufficient time should be allowed before cutting saw joints in fiber reinforced concrete slabs to ensure that the saw blade cuts the fiber reinforcement without pulling the fibers out of the concrete. 7. here resilient floors are to be installed on concrete slab-on-grade, a vapor retarder (per ST 7) with a maximum permeance of 0. perms (per ST 96), shall be installed over a minimum of " of compacted porous fill. Seal all penetrations of vapor retarder to maintain continuity. oisture, alkali, and bond testing must be conducted prior to installation of finished flooring, in accordance with manufacturer's written uaranteed nstallation uide. 8. loor depressions and openings to be provided where equipment or floor finishes require them, whether or not indicated on structural drawings. t shall be the contractor's responsibility to coordinate his work with architectural and mechanical drawings and specifications and provide depressions and openings as required. 9. oncrete for all floor slabs shall be wet-cured with wet burlap, plastic film, waterproof paper or misting. 0. Refer to structural plans for additional notes regarding concrete slabs and walls.. Unless otherwise shown, provide # bar at each face around all sides of openings in concrete walls. ars shall extend a minimum of " beyond the edge of the opening.. onstruction and control joints shall be located where indicated on the drawings. See typical details for additional reinforcing at construction joints.. here column and wall footings coincide, provide full reinforcement for both footings, with wall footing reinforcement continuous through column footing. oints between wall footings and column footings not permitted.. Unless otherwise required, provide /" chamfer on all concrete corners exposed to view.. Unless noted otherwise, all concrete column vertical reinforcing to be doweled into footings with dowels same size as verticals, lap 8x bar diameters. 6. Top of plumbing pipes must be at least " below bottom of wall footings or above. therwise footings must be lowered below pipe invert. Pipes shall not pass through footings. See mechanical drawings for location of pipe sleeves and openings. Prior approval required for cutting and bending of reinforcing to accommodate sleeving and in no case shall major reinforcing be cut or bent. 7. ll structural members shall be poured for their full depth in one operation. onstruction joints, such as day's pour joints, shall not be located in the middle third of any span or over intermediate supports of continuous multi-span members. The reinforcement shall extend through the joint in both faces. here, in either face, no reinforcement is called for, provide # dowels at " on center. oint shall be roughened by use of an approved surface retarder in accordance with manufacturer's directions, to expose aggregate. epth of etch shall be /8" minimum. pply a chemical bonding agent per manufacturer's specifications prior to finishing the concrete placement. 8. The concrete contractor shall cooperate with other contractors and, where required, install all builtin work, sleeves, inserts, brick ties, etc., including framework for chases, reglets and other provisions for built-in work to complete the job (see specifications). 9. t steel deck slabs, concrete contractor shall include in his bid additional quantity of concrete that may be required to provide a level slab at the prescribed elevation and compensate for steel deck and steel beam deflections. 0. lectrical contractor shall confer with architect and structural engineer before placing any conduits in concrete construction in order to agree on permissible arrangements of conduits.. lectrical contractor shall prevent placing conduits in concrete that will impair concrete strengths.. nly conduits having outside diameters no larger than one-third of the slab thickness may be installed. or slabs on steel deck, slab thickness shall be considered as thickness of concrete above upper deck flutes.. onduits are to be spaced so as to provide no less than three () conduit diameters, center-tocenter. herever possible, larger spacings are preferred.. ontinuous rows of conduits are not to be placed immediately along bearing ends of slabs.. luminum conduits are not allowed. 6. onduits are not allowed in concrete slabs less than " thick. 7. rossover of conduit shall not be allowed in steel deck slabs. a. Unit weight: ormal weight (-0 pcf) b. Portland cement: ST 0 Type c. oarse and ine ggregate: ST max size /" d. ater: ST 60 potable e. ementitious dmixtures: ST 68 lyash ST 989 round granulated blast furnace slag f. hemical dmixtures: ST 60 ir-ntrainment ST 9 Plasticizers, ater Reducers, igh arly Strength, etc. g. Reinforcing steel: ST 6, rade 60 deformed billet steel bar ST 8 elded ire Reinforcement using ST 8 wire ST 6 7-wire steel strand for prestressed concrete (70 ksi) h. mbedded fiber reinforcing: ST 6 Standard spec for fiber reinforced concrete ST 80 Steel fibers ST 666 lass fibers i. dhesive anchoring: ilti T-Y 00 Safe Set System or approved equal ilti T-Z rod ( SR 87) or approved equal j. oncrete screws: ilti on + or Simpson Titen or approved equal k. eavy duty screw anchors: ilti US-Z or Simpson Titen l. xpansion / wedge anchors: ilti olt TZ or Simpson Strong olt or approved equal m. Shotcrete: ST 6 n. ther agents, components, admixtures, and/or embedded items as approved by ngineer S - SRY: aterials for concrete masonry walls shall be in accordance with the following specifications:. ll concrete masonry work shall be in accordance with 0- "uilding ode Requirements for asonry Structures".. ll engineered concrete masonry shown on the contract drawings has been designed based on full allowable stresses. Special inspection by a qualified inspector shall be required.. ll masonry shall be laid in running bond unless otherwise noted on the architectural drawings. uild all masonry level, square, plumb and true. Provide standard 9 ga. galvanized steel truss type horizontal joint reinforcing for masonry walls greater than " thick, see drawings for vertical reinforcement.. Provide vertical control joints at a maximum of ' o.c. spacing in all masonry walls unless noted. See architectural elevations for control joint locations.. eneer masonry shall be anchored to studs with /6" gage hot-dipped, galvanized steel adjustable wire anchors at " o.c. horizontal and 6" o.c. vertical. nchors shall be X-Seal nchor (for continuous perimeter insulation) or -0 (direct to sheathing) by ohmann & arnard or approved equivalent. Provide mortar net above all flashing points. nstall per manufacturer's written instructions using specified fasteners, tape, and other accessories as necessary. aintain minimum airspace between veneer masonry and wall sheathing/insulation as required per architectural drawings. 6. ace rick: See architectural drawings for all notes, specifications, and details regarding face brick and/or other veneer masonry. 7. See architectural drawings for all notes, specifications, and details regarding flashing and weeps. 8. Provide rebar dowels of the same size and spacing as vertical reinforcing from wall and spread footings. owels shall have standard hooks and shall lap, unless noted otherwise, 8x bar diameter with first lift of vertical reinforcing. 9. ertical bars denoted each face () in masonry walls shall be placed /" clear from face or cell wall, or as noted in structural details. 0. ll poured or pumped grout shall be fine grout, with slump 8"-0". routing to be placed in lifts not to exceed the limitations stated in 0. routing processes to be fully monitored and inspected by special inspections engineer. Provide inspection ports at bottom of each grout lift over '-" in height as required on the outside face of the U. Stop grout for each lift " below top of last U course, with the exception of the top course of the U wall. ach grouted cell shall be mechanically consolidated, either by using a mechanical "pencil" vibrator for a maximum of two seconds or by rodding with a separate piece of reinforcing steel bar of length sufficient to reach to the bottom of the grout lift. rout shall be re-consolidated upon water loss by similar means.. ll hollow masonry walls that change in thickness or number of wythes shall have a course of solid or grout filled units at the transition.. alls shall be grouted as soon as possible to prevent shrinkage cracking. asonry shall be allowed to cure a minimum of hours prior to grout placement.. The top of unfinished masonry work and all stored masonry materials shall be covered to protect the masonry material from the weather.. asonry shall not be supported on wood girders or other form of wood construction. Provide steel lintels bearing on solid masonry above all openings.. ompleted masonry work to be brushed and washed with warm clean water, and free of excess mortar. lean all other work affected by mortar spills and washing. 6. oose steel angle lintels shall conform to ST 6 for steel. ll lintels to have 8" minimum bearing on one course of solid or grouted masonry units, unless noted otherwise. ll loose lintels to be provided by structural steel contractor. 7. Provide angle x/"x/6" for each " of masonry wall thickness over grilles, louvers, panel boxes, ducts and other miscellaneous openings not listed in schedule. 8. Use two courses of solid grouted U under all joists bearing into masonry walls. 9. ollow manufacturer's written installation procedures for installation of all post-installed anchors in masonry walls. or adhesive anchoring into hollow walls use appropriately sized screen tube in oversized hole. ontrol silica dust per S requirements and prepare hole for receiving adhesive in accordance with manufacturer's requirements. here required, contractor shall receive certification from manufacturer for conformance to installation procedures. a. ollow load bearing units: ST 90 Type, rade, f'm:,0 psi on the net area. maximum weight: lbs per 8" x 8" x 6" unit, 7 lbs per " x 8" x 6" unit b. rout: ST 76, f'c = 000 psi c. ortar: ST 70, Type (below grade), S (structural), or (nonstructural). d. Reinforcing steel: ST 6, rade 60 e. ire ties and reinforcing: ST 06 or ST (galvanized) or ST 80 (stainless) f. dhesive anchoring: ilti T-Y 70 or Simpson T-XP or ST-XP or approved equal S- threaded rod or or 6 deformed bar or equal g. asonry screws: ilti on + or Simpson Titen or approved equal h. eavy duty screw anchors: ilti US-Z or Simpson Titen i. xpansion / wedge anchors: ilti olt or Simpson edge ll or approved equal S - STRUTUR ST: Structural steel shall be in accordance with the following specifications:. Structural steel work and erection shall be in accordance with the 0 nternational uilding ode, th/ dition S 60 "anual of Steel onstruction", and S "ode of Standard Practice", including the "ommentary" and supplements.. Shop drawings are required for structural steel and steel joists and decking. Shop drawings shall be furnished by the abricator to the eneral ontractor. ontractor shall review and approved shop drawings prior to submitting to rchitect/ngineer. ll structural steel shop drawings shall be prepared under the direct supervision of professional engineer registered in the ommonwealth of irginia.. Structural steel shall be new, clean and straight.. uts, holes, copings, etc. in structural steel members required by work of other trades shall be made in the shop and shall be shown on the shop drawings. urning of holes or cuts in structural steel members in the field will not be permitted without specific approval of the engineer.. ll structural steel exposed to elements shall be galvanized or receive one shop coat of an approved rust-inhibitive primer. Reference architectural drawings for additional paint and finish requirements on exposed steel members. 6. Refer to architectural drawings for intumescent paint, spray-on fireproofing, or other special coatings. 7. xisting steel members shall be properly cleaned and painted for protection. 8. Preparation of steel and application of coatings shall be in accordance with the specifications of the Society for Protective oatings (SSP). 9. ll shop connections shall be welded and all field connections shall be bolted using high strength bolts unless otherwise noted. ll high strength bolt diameters shall be as called out on plans. ll bolted connections designed to be installed to a snug-tight condition in standard holes unless otherwise noted. 0. Provide hardened washers shall be provided under turning element at all high strength bolted connections.. ll steel in contact with pressure treated lumber or exposed to weather shall be at minimum galvanized with a 8 coating. hen galvanized steel is welded provide appropriate ventilation measures. elded surfaces shall be ground smooth and coated with galvanizing repair paint.. Stainless steel shall be used for all exposed steel in coastal areas and other locations subject to salt water, including atmospheric water vapor and spray from de-icing salts.. ll welding shall be in accordance with S. 00, Structural elding ode. elds to be approved by a welding inspection agency. ll shop and field welding shall be performed by qualified welders in accordance with S... ield welded surfaces shall be cleaned, ground smooth, and coated with appropriate primer/paint as specified.. eams supporting columns or struts and beams bearing on columns shall be provided with stiffener angles, tees or plates on webs. 6. onnections for hung lintels and other members requiring adjustment shall be provided with shims or slotted holes, as required for proper final installation. 7. Unless otherwise noted, all bolted connections shall be bearing type, non slip-critical, tightened to a "snug-tight condition" as defined by S. 8. ll truss connections shall be shop welded and shall be designed for the factored/unfactored forces shown on the contract drawings, but not less than 0% of the effective strength of the member. Shop drawings shall clearly show weld sizes and lengths for all connections. Provide gusset plates as required to obtain sufficient weld length. usset plate thickness shall match web thickness of chord. 9. olting in combination with welds shall not be considered as sharing the stress. elds shall be provided to carry the entire stress for which the connection is designed. 0. The frame of the steel skeleton shall be carried up true and plumb and temporary bolting and bracing shall be introduced to safely carry all loads to which the structure may be subjected, including equipment and operation of same. ndividual columns must be braced before beam connections are made and bracing shall be left in place as long as may be required for safety. o bolting or welding shall be done until as much of the structure as will be stiffened thereby has been properly aligned.. The owner shall retain the services of a qualified inspector to inspect erected steel and connections.. ll powder actuated fasteners to be used in structural steel shall be as listed with a minimum length sufficient to fully penetrate base member thickness (not less than /8").. Provide gauge galvanized gripstay masonry anchoring system by ohmann & arnard, inc., or equal, vertically on all steel column flanges and webs and horizontally on all beam webs, abutted with or encased in masonry. See "Typical asonry nchoring System etails".. See architectural drawings for steel plate and grate flooring specifications and details. Steel grating shall be manufactured in accordance with the etal ar rating anual, as published by the ational ssociation of rchitectural etals anufacturers and shall conform to ederal Specification RR--66, Type, lass. Steel for grating shall conform to ST 69. Perpendicular welded cross bars to be spaced " on center. Stair tread grating shall be same type. and exposed edges, unless noted otherwise. rating and fasteners shall be hot dipped galvanized, unless noted otherwise. a. ide flange shapes: ST 99 (fy = 0 ksi) b. ngles, channels, plates, bars, misc. shapes: ST 6 (fy = 6 ksi) c. Pipes columns: ST 00, rade (fy = 0 ksi) d. Square and rectangular tubing: ST 08 (fy = 0 ksi) e. igh strength bolts: ST or 90 as specifiedst 6 nuts ST 6 hardened washers or ST 99 tension-indicating washers f. ommon (non-high strength) bolts: ST 07 rade g. Threaded rod: ST 6 (or proprietary rods as specified) h. Shear headed studs: ST 08 i. nchor rods: ST rade 6 or rade weldable j. elding electrodes: exx = 70 ksi k. Power driven fasteners: ilti X-U, 0.7" or equal l. Self driving screws: ilti S-, Simpson Strong rive X, or Teks S 6 - STRUT: ood materials for use in construction shall be in accordance with the following specifications:. ood construction shall conform to the requirements of the merican nstitute of Timber onstruction and the 0 "ational esign Specification for ood onstruction" from the ational orest Products ssociation.. Unless otherwise noted, all connections shall conform to the "astening Schedule", Table 0.9. of the nternational uilding ode ( 0).. ontractor shall install permanent bridging or solid blocking spaced at 8'-0" o.c. maximum between wood joists unless noted otherwise.. Sheathing: shall conform to P specifications. nd joints shall occur over supports. Panels shall be staggered on half panel length from adjacent panels. Provide /8" space at panel ends. all sheathing shall be minimum 7/6", and roof sheathing shall be minimum 9/", "P rated sheathing", /6 panel span rating, exposure. ll panels shall be nailed as indicated on structural drawings.. ll dimensions are to outside face of sheathing unless otherwise noted. See architectural drawings for dimensions not shown on structural drawings. 6. Provide double joists under all partitions which run parallel with joists. 7. ll dimensional lumber to be surfaced dry and used at 9% maximum moisture content or equal. 8. ll members exposed to the weather, or in contact with masonry or concrete, shall be pressuretreated. See structural drawings for additional notes and requirements. 9. See architectural drawings for all fire blocking, draft stopping, and other miscellaneous blocking requirements. 0. olts connecting wood members shall be ST 07 common steel bolts of a diameter shown on the structural drawings. ommon washers shall be used under each bolt head and nut. olt holes shall be carefully centered and drilled not more than /6" larger than the bolt diameters.. ll wood framing shall be continuous unless otherwise indicated. ll splices shall be only as shown on plans.. onnection details shown are typical unless otherwise noted or submitted.. ood bearing under wood beams shall be solid and bearing parallel to grain, continuous through floors from beam bearing to concrete slab.. nterior stud walls bearing on concrete slabs may be anchored by powder actuated fasteners at " on center (max).. asteners for preservative treated and fire retardant-treated wood shall be hot-dipped zinc coated galvanized steel, stainless steel, silicon bronze, or copper per a. imensional lumber, x8 or larger: Southern Yellow Pine (SYP) # or greater x6 or smaller: Spruce Pine ir (SP) # or greater b. ngineered lumber, -joists: s specified on plans eams and girders:.0, min. f/b =,600 psi olumns and posts:.8, min. f/b =,00 psi c. lue-laminated lumber, eams and girders:.8, min. f/b =,00 psi olumns and posts:.8, min. f/b =,00 psi d. ails specified on structural drawings to be common wire nails unless noted otherwise (refer to S for sizes other than listed) 8d: 0."dia x/" 0d: 0.8"dia x" 6d: 0.6"dia x/" 0d: 0.07"dia x/" e. ood screw manufacturers: Simpson, astenmaster, USP (various types and applications, others available subject to approval of engineer) f. ag screws: anufactured to S 8.. g. olts: ST 07 with common or plate washer under nut and head h. Proprietary metal clips: Simpson Strong-Tie or USP i. Power driven fasteners for sill plates: min. 0.". x7/8" max. length w/ washer S SU (0 ) S S R PTY: S: R : R : URU S: RST : R : 0 psf 0 psf 00 psf 0 psf S S: RU S : T R S : SP R S : S XPSUR TR: PRT TR: TR TR: psf psf & 7.6 psf S RTR: YSS PRUR: U TYP: UTT S SP: S SP: RS TRY: XPSUR: TR PRSSUR T: TT U SR (-S): TT U SR (-): S 7-0 PTR 7 S mph 89 mph ±0.8. kips. kips SS S: RS TRY: PRT TR: PP SPTR RT: SPTR RSPS T: ST SS: SS S TRY: R RSST SYST: RSPS T T: SS RSPS T: YSS PRUR:.00 S/S=0.906 S/= S/S=0.0 S/=0. STRUTUR ST R T SPY T R SS, P SRY SR S & SR S R=.0 /S=0.0 QU. TR R,00 psf (SSU) T: S TS R XT T TR TS R RZ. T R.. S T R R ST (. S) () #'S RT. S-RUT S. S T U, S P PR ST R T PR S S R. TZR o. 0. ST. RSS: S alzer and ssociates, nc. SSTS RT TRR ew River alley arrisonburg RST PT R ST PT R US P & Z SP RTTUR SURY RTTUR STRUTUR R TRSPRTT R RT & S S T TS & STR UTS orporate ircle, X T Y S Y R Y s indicated S S R STRUTUR TS S R, S, 7 07 RT RRS RT 7 07 /" = '-0" U TR T

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