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Home My WebLink AboutPLANS - 06-00154 - Promark Research/Call Center - RemodelX14/2 AWG J FACP #18/2 ZONE 4 MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8 - INITIATING DEVICE CIRCUITS - n #18/2 FROM FROM FACP FACP ZONE 3 ZONE 2 REFERENCE NOTES: Q DUCT DETECTOR WITH REMOTE TEST SWITCH PROVIDED FOR THE SUPPLY AIR DUCT OF ALL AIR HANDLING UNITS RATED 2,000 CFM AND GREATER. POWER THE DETECTOR (24/120VAC) FROM THE HVAC UNIT. THE DH100ACDCLP DUCT DETECTOR HAS BUILT IN RELAY CONTACTS WHICH CAN BE USED FOR FAN SHUT DOWN. RUN 2 #14 CONDUCTORS FROM DD TO FAN CONTROLLER OF THE HVAC UNIT. FACP MS- 5024UD ZONE 1 ZONE 2 ZONE 3 ®FIRE -LITE ALARMS 0 V W z UJO W U � l.i.. _Z o C) 0 Oz O ay , TELCO 1 JACKS , z o U- a >O 4' tY CV U_ NAC 1 NAC 2 120 VAC J I BATTERY I BATTERY 24 or 120 VAC FROM HVAC UNIT DUCT SMOKE DETECTORS EOL �-- SEE WIRING DETAIL J 1- � 10 �.� J 110 _ WP 1 -1 1 -2 1 -3 EOL 75 110 15 HS HS HS 2 #14 AWG (STYLE Y) 2 -1 2 -2 2 - 3 EOL43K HS 15 2 -10 FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE FlELD VERIFY alni Ia m ain . nnara.•. #18/2 (STYLE B) #18/2 (STYLE B) #18/2 (STYLE B) r \-#18/2 (STYLE B) 2 - # 14 24 or 120 VAC FROM HVAC UNIT nn r TO NEXT FROM: FRCP, FCPS OR PREVIOUS NOTIRCATION APPLIANCE TYPICAL HORN STROBE WIRING DETAIL SCHEMATIC: NO SCALE (-} TO NEXT DEVICE I .--.► OR EOL ( +) I U CONVENTIONAL SMOKE DETECTOR WIRING DETALI SCHEMATIC: NO SCALE ( +) TO NEXT DEVICE OR EOL (-) CONVENTIONAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE EOL N/\/\ SMOKE DETECTOR EOL NW VALVE TAMPER SWITCH DH100ACDCLP NE NEl �' UBiCLE5 UBICLES Alarm Signal I I 1 (( I � HS I� ----------------- ARE LITE - 2157 - - - - -- ------ - - - - -- z d 19 1 -6 HS 1 For RTS451KEY 1 NJ N SOFTWALL W SOFTWAI UBiCLES CUBICLES HORN /STROBE (WEATHER PROOF) 3 trop 10 a 1 Sup. N.O. 1 �a9 TAMPER SWITCH Control Panel, 1 1 Sup. COM 1 3 1 -9 1 6 I (Green LED) 1 1 -8 BY OTHERS 1 -7 6.14 J FACP #18/2 ZONE 4 MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8 - INITIATING DEVICE CIRCUITS - n #18/2 FROM FROM FACP FACP ZONE 3 ZONE 2 REFERENCE NOTES: Q DUCT DETECTOR WITH REMOTE TEST SWITCH PROVIDED FOR THE SUPPLY AIR DUCT OF ALL AIR HANDLING UNITS RATED 2,000 CFM AND GREATER. POWER THE DETECTOR (24/120VAC) FROM THE HVAC UNIT. THE DH100ACDCLP DUCT DETECTOR HAS BUILT IN RELAY CONTACTS WHICH CAN BE USED FOR FAN SHUT DOWN. RUN 2 #14 CONDUCTORS FROM DD TO FAN CONTROLLER OF THE HVAC UNIT. FACP MS- 5024UD ZONE 1 ZONE 2 ZONE 3 ®FIRE -LITE ALARMS 0 V W z UJO W U � l.i.. _Z o C) 0 Oz O ay , TELCO 1 JACKS , z o U- a >O 4' tY CV U_ NAC 1 NAC 2 120 VAC J I BATTERY I BATTERY 24 or 120 VAC FROM HVAC UNIT DUCT SMOKE DETECTORS EOL �-- SEE WIRING DETAIL J 1- � 10 �.� J 110 _ WP 1 -1 1 -2 1 -3 EOL 75 110 15 HS HS HS 2 #14 AWG (STYLE Y) 2 -1 2 -2 2 - 3 EOL43K HS 15 2 -10 FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE FlELD VERIFY alni Ia m ain . nnara.•. #18/2 (STYLE B) #18/2 (STYLE B) #18/2 (STYLE B) r \-#18/2 (STYLE B) 2 - # 14 24 or 120 VAC FROM HVAC UNIT nn r TO NEXT FROM: FRCP, FCPS OR PREVIOUS NOTIRCATION APPLIANCE TYPICAL HORN STROBE WIRING DETAIL SCHEMATIC: NO SCALE (-} TO NEXT DEVICE I .--.► OR EOL ( +) I U CONVENTIONAL SMOKE DETECTOR WIRING DETALI SCHEMATIC: NO SCALE ( +) TO NEXT DEVICE OR EOL (-) CONVENTIONAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE EOL N/\/\ SMOKE DETECTOR EOL NW VALVE TAMPER SWITCH DH100ACDCLP NE NEl 'SOFTWALL SOFIWALL UBiCLE5 UBICLES Alarm Signal I I 1 (( I � r� CS ----------------- ARE LITE - 2157 - - - - -- ------ - - - - -- J FACP #18/2 ZONE 4 MAIN FLOOR FIRE ALARM PLAN SCALE: 1/8 - INITIATING DEVICE CIRCUITS - n #18/2 FROM FROM FACP FACP ZONE 3 ZONE 2 REFERENCE NOTES: Q DUCT DETECTOR WITH REMOTE TEST SWITCH PROVIDED FOR THE SUPPLY AIR DUCT OF ALL AIR HANDLING UNITS RATED 2,000 CFM AND GREATER. POWER THE DETECTOR (24/120VAC) FROM THE HVAC UNIT. THE DH100ACDCLP DUCT DETECTOR HAS BUILT IN RELAY CONTACTS WHICH CAN BE USED FOR FAN SHUT DOWN. RUN 2 #14 CONDUCTORS FROM DD TO FAN CONTROLLER OF THE HVAC UNIT. FACP MS- 5024UD ZONE 1 ZONE 2 ZONE 3 ®FIRE -LITE ALARMS 0 V W z UJO W U � l.i.. _Z o C) 0 Oz O ay , TELCO 1 JACKS , z o U- a >O 4' tY CV U_ NAC 1 NAC 2 120 VAC J I BATTERY I BATTERY 24 or 120 VAC FROM HVAC UNIT DUCT SMOKE DETECTORS EOL �-- SEE WIRING DETAIL J 1- � 10 �.� J 110 _ WP 1 -1 1 -2 1 -3 EOL 75 110 15 HS HS HS 2 #14 AWG (STYLE Y) 2 -1 2 -2 2 - 3 EOL43K HS 15 2 -10 FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE FlELD VERIFY alni Ia m ain . nnara.•. #18/2 (STYLE B) #18/2 (STYLE B) #18/2 (STYLE B) r \-#18/2 (STYLE B) 2 - # 14 24 or 120 VAC FROM HVAC UNIT nn r TO NEXT FROM: FRCP, FCPS OR PREVIOUS NOTIRCATION APPLIANCE TYPICAL HORN STROBE WIRING DETAIL SCHEMATIC: NO SCALE (-} TO NEXT DEVICE I .--.► OR EOL ( +) I U CONVENTIONAL SMOKE DETECTOR WIRING DETALI SCHEMATIC: NO SCALE ( +) TO NEXT DEVICE OR EOL (-) CONVENTIONAL PULL STATION WIRING DETAIL SCHEMATIC: NO SCALE EOL N/\/\ SMOKE DETECTOR EOL NW VALVE TAMPER SWITCH DH100ACDCLP 75 DESCRIPTION RTS451 j RTS451 Alarm Signal 15 HS _O (Red LED) Alarm r� CS ----------------- ARE LITE - 2157 - - - - -- ------ - - - - -- Aux. Power + I 19 1 -6 HS 1 For RTS451KEY 1 1 WALL BOTTOM 0 80' 30 HORN /STROBE (WEATHER PROOF) only a 1 1 Sup. N.O. 1 14 TAMPER SWITCH Control Panel, 1 1 Sup. COM 1 3 1 -9 1 6 I (Green LED) 1 1 -8 BY OTHERS 1 -7 6.14 Power Aux. Power - 20 1 15 Reset 2 J�15 3 a 2 -4 o 2 -5 4 Test 11 15 5 15 DUCT SMOKE DETECTOR W /RTS WIRING DETAIL SCHEMATIC: NO SCALE EOL VA WATER FLOW SWITCH EOL F F PULL STATIONS - uu uv �- #18/2 (STYLE B) \ RTS RTS - INDICATING CIRCUITS - 2 #14 AWG (STYLE Y) FIRE ALARM SYMBOL LEGEND 75 DESCRIPTION 75 MOUNTING 15 HS ARE LITE - MS -5024 r� CS r� HS ARE LITE - 2157 1 -4 0 1 -5 FIRE LITE - NBG -12 1 -6 HS HORN /STROBE 75 WALL BOTTOM 0 80' 30 HORN /STROBE (WEATHER PROOF) 30 uc TS TAMPER SWITCH BY OTHERS G r1 2Q 30 1 -9 6.14 1 -8 BY OTHERS 1 -7 6.14 Total Circuit Current 15 Total Circuit Current 15 ui J�15 n a 2 -4 o 2 -5 2 -6 °w w 15 15 � 15 u HS r� HJ 2 -9 O 2 -8 2 -7 FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MANUF. & PART # MOUNTING FRCP FIRE ALARM CONTROL PANEL ARE LITE - MS -5024 FIELD VERIFY CS SMOKE DETECTOR ARE LITE - 2157 CEILING 0 PULL STATION FIRE LITE - NBG -12 WALL 0 48' HS HORN /STROBE SYSTEM SENSOR - P1224MC WALL BOTTOM 0 80' a 110 HORN /STROBE (WEATHER PROOF) SYSTEM SENSOR - P24110K WALL. BOTTOM 0 10' TS TAMPER SWITCH BY OTHERS BY OTHERS 2Q 30 Q 6.14 FLOW SWITCH BY OTHERS BY OTHERS 6.14 GENERAL NOTES: 1. POWER - LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER- LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER- LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER- LIMITED AND NONPOWER- LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCKOUTS AND /OR CONDUITS. 2. T- TAPPING SHALL NOT BE PERMITTED UNLESS APPROVED WITH FIRE ALARM TECHNICIAN. 3. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED CIRCUIT. 4. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN -UP IS COMPLETE AND FINAL. 5. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 6. DO NOT INSTALL ANY SMOKE OR HEAT DETECTOR WITHIN 3 FEET OF ANY AIR DIFFUSER. NAC Circuit Voltage Drop Calculation 4/21 2006 Project Name 16 Proma Promark Research 30 0.217 Circuit Number 0.217 35 0.11s 20 Area Covered 20 0.147 18 0.217 Nominal System Voltage 1.55 6% 22.41 Wire Resistance Minimum Device Voltage Distance from source to 1 st device 1.63 E A Ga a 14 Per 1000 6.14 Resistance Wire Gauge for balance of circuit 2Q 30 14 6.14 Max Output Current 3.0 14 6.14 Total Circuit Current 1,859 Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Device 7 Device 8 Device 9 Distance Device previous Voltage at Drop from Percent Current device Device source Drop 0.266 23.77 0 23 1% 0.266 16 0.266 30 0.217 92 0.217 35 0.11s 20 0.147 20 0.147 18 0.217 28 23.62 0.38 2X 23.37 0.63 3X 22.77 1.23 5% 22.59 1.41 6X 22.51 1.49 6X 22.45 1.55 6% 22.41 1.59 7X 22.37 1.63 7% 1.859 279 Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Device 7 Device 8 Device 9 Device 10 Distance Device previous Voltage at Drop from Percent Current device Device source Drop 0.217 23 74 0 26 1% 0.266 28 0.116 25 NAC Circuit Voltage Drop Calculation 23 0.116 4/21/2006 0.116 14 0.116 33 Project Name Promark Research 0.116 30 Circuit Number NAC -2 23.05 0.95 Area Covered 23.01 0.99 4% Nominal System Voltage 24 Wire Resistance Minimum Device Voltage Distance from source to 1 st device 2Q 30 Ga14 u a Per 1000 6.14 Wire Gouge for balance of circuit 14 6.14 Max Output Current 3,0 Total Circuit Current 1,411 Device 1 Device 2 Device 3 Device 4 Device 5 Device 6 Device 7 Device 8 Device 9 Device 10 Distance Device previous Voltage at Drop from Percent Current device Device source Drop 0.217 23 74 0 26 1% 0.266 28 0.116 25 0.116 23 0.116 14 0.116 14 0.116 33 0.116 11 0.116 30 0.116 18 23.53 0.47 2% 23.39 0.61 3X 23.28 0.72 3X 23.22 0.78 39. 23.17 0.83 3% 23.07 0.93 4% 23.05 0.95 4% 23.01 0.99 4% 22.99 1.01 4X 1.411 226 AC BRANCH CURRENT PRIMARY STANDBY LOAD PRIMARY ALARM LOAD 2.3 AMPS @ 120 VAC 0.1009 AMPS 3.44 AMPS SECONDARY STANDBY LOAD SECONDARY ALARM LOAD 0.1009 AMPS FOR 24 HOURS - 2.4216 STANDBY AMPHOURS 3.44 AMPS FOR 5 MINUTES - 0.289 ALARM AMPHOURS 2.71 COMPENSATION FOR NON- LINEAR DISCHARGE CHARACTERISTICS X 1.2 TOTAL AMPHOURS 4 MINIMUM SIZE OF BATTERIES TO BE SUPPLIED 7AH FACP BATTERY CALCULATION ua � O �r N 0 3 d � O 1 J Z co CP) W co 2 � O CO Q Q � 0 a: � m � 0 W i i i • DRAWN J TEE CHECKED MARK L. ELISON NICET 107185 DATE 3/22/06 CL 0 SCALE 7 a Q _t W W O p L � L 0 a o LJ °w w � � o a Q o- O �- 1 J Z co CP) W co 2 � O CO Q Q � 0 a: � m � 0 W i i i • DRAWN UNICAD TEE CHECKED MARK L. ELISON NICET 107185 DATE 3/22/06 REVISION 0 SCALE 7 1/8' = 1' - 0' FA -1 I x „O -0 4 N Z , II _E SEE SHEET .42 FOR ADA FIXTURE Et-IERGE N r_ �Y '\5T,41 LATION DEr,41LS EXIT ONLY A 1 4 r-) WALL _11 SECTIONS, z rr TRAINING Roor .... ...... 4 w If IE 2 E NOTE - IEN'5 `1EN'S t EX S TING t" Luc 5RE=4< ROor t - E 4 1 57,�F _N _4 -SET E u. 3 U1 0 V 2 L 4 - - -.__ -- - k a` a X N _7i 7, X Ji Z 41 _1�_ t FU j P RlE OFFICE5 NE ul I GT-1 T Y 0 7, 7 '- DO NOT RIC) lB� UJ i E' NE 7 Lj T NOE 5 TE1 _ - OM'1 - 1UN1 A T - 5 ;Z al OPF Root FUTURE DO NOT BID N=U� - f BE "ON7 OR 500`�4 - f BE r- P IP- -E- Ai N - E _,_N EXi& N,! -X. �E X, / I , z - r BE R 0 0 Ll P IF Y • AN 7 I NS c- F % 4 w EX15 lX4 - LUALi r-LIBIGI E NEW 0;= L Sk 0 NEW OF ` WALL C;JEjGLEe tic U_ L < z L T q =� Z w Q Q , EN NEE-� lu EX!S", e_ N C�_'5iC�LEe EXIS S e:.. LU z y 3 EX EXISTING vEST BuLE Z; -,, EMPLOYEE ENTRY 4-0 X 0 NOT= EXIS TING HANG AL;_ _ ' 2X CEILING FRAMING ON NEW BE4"15 USING raiMPSGN CONNECTORS IJ NEW REGEF=7iC AREA s. MAIN FLOOR REMODEL FLAN SON'r-4C 5 GRE5f=_ T Y T 15 THE CONTRACT OR 5 RESPONSIBILITY TO REVIEW .4-: 45PE--',5 OF - I - 4E5E ARCHITECTURAL ANC 5TfQU f'F<IOFR TO CON!57RUG7 4.N CON;=_:GT5 5"4-- BE REPORTED TO THE ENGINEER I`:CfR CORRECTION. CHANGES MAT BE P"RO' BY - l-4E CONTR4GTOR i= HE FEELS THE CHANGE 15 IN THE BEST INTEREST OF THE OWNER, GANGES SHALL BE =CRLUARDED TO THE ENGINEER IN LJFR17'lNr3 FOR 4 - TO CON5 R EVISED 03/30/06 < -3 h CONTRACTOR SHALL VERIF?' ALL DIMENSIONS UJM4 4`FR(_ DRAWING&, fREFORT ANT' CONFLICTS TO ENGINEER FOR RESOLUTION, EMERGENCY' LIGHTING AND EMERGENCY' EXIT LIGHTING SiTALL BE PROVIDED AS RE^JIREO BY THE SCDE N 0 - E --- T O CC N . R,4. 1, 12 ;, W4 W TH e 2, F1 - COR C;C'/ER1N'r:% �;"RF'E7 3. FLOOR COVERINkS ,/ - _E 4 - � L E 4e' JP WA LL COVERING - C ERAMIC - 5ELEG'ErD BY OWNER 5. RUN HVAC AND j1RJNG; ON - Of = OF AEO/E ro ALL NEW AND EXITING WALLS 'C BE COVERE:. '17H 1 /2' 5HEETROC;< AND F 7. ALL RASE AND WALL TRIM 6+4,4L_ MATCH EXISTING. 0, 4L- ELEC 4Na MECHANICAL 7 C BE F BY OTHER CONT RACTORS -41RED, BY THE OWNER. 9. FLOOR COVERING - CER,4 'LE SELEC "� �E }6, VANI SHALL BE CPPtN UNDERNEATH 11, CHANGES TO EX STING H\/AC 6YSTEt TO ;=RolvlCE N Hv,4c - 0 i-44RD AND OTHER ARE45 SHALL BE DESIGNED 4N[, INSTALLED BY 4 EXPER ENCED 'N THIS TYPE OF DEMOLITION 14NC -Er:sENF) E E I CONTRACTOR 5Ho4L_ 5ja aEMC_"7!ON AND REF=_,4C;E OF E_Xi& SELIN'z AREA) AS 4N ALTERNATE - 0 'BETA N 4NC) PRE SPRINKLER 5 SHALL 0 BE ICONF-1 OPER,471ON,4i_1 ANY GRANGES OR ADDITIONS TO SPRINKLER HE4C I.':: 5H.4 BE DES GNED BY 4 _iCHNSEF-) FRO":E5eiCN4L:_, T T HIS DRALJ!Nf:I POR - r" 1 5 OC4710N 4NF- Cu5 ONLY' AND 15 NC - 0 BE REUSED IN AN` "!4NINER u) OUT THE jJR!TTEN C0 ,T P _-E5ICzN INTEL.L+S-E L) w w 4 w 0 (Z ul 0 0 til uj A d) cl O U �- (P C u 1 O (3 C Z x tu i__ U_ ul ul ( z > iy cl I z z dl Ul cq 3: 0 (y. "q w i nk X x ul O LL v NEW m SO= 1) -1 GUE3 U 7 Z Ul MEGH ROOM FIRE &UPPRESS"ON VALVES < -3 h CONTRACTOR SHALL VERIF?' ALL DIMENSIONS UJM4 4`FR(_ DRAWING&, fREFORT ANT' CONFLICTS TO ENGINEER FOR RESOLUTION, EMERGENCY' LIGHTING AND EMERGENCY' EXIT LIGHTING SiTALL BE PROVIDED AS RE^JIREO BY THE SCDE N 0 - E --- T O CC N . R,4. 1, 12 ;, W4 W TH e 2, F1 - COR C;C'/ER1N'r:% �;"RF'E7 3. FLOOR COVERINkS ,/ - _E 4 - � L E 4e' JP WA LL COVERING - C ERAMIC - 5ELEG'ErD BY OWNER 5. RUN HVAC AND j1RJNG; ON - Of = OF AEO/E ro ALL NEW AND EXITING WALLS 'C BE COVERE:. '17H 1 /2' 5HEETROC;< AND F 7. ALL RASE AND WALL TRIM 6+4,4L_ MATCH EXISTING. 0, 4L- ELEC 4Na MECHANICAL 7 C BE F BY OTHER CONT RACTORS -41RED, BY THE OWNER. 9. FLOOR COVERING - CER,4 'LE SELEC "� �E }6, VANI SHALL BE CPPtN UNDERNEATH 11, CHANGES TO EX STING H\/AC 6YSTEt TO ;=RolvlCE N Hv,4c - 0 i-44RD AND OTHER ARE45 SHALL BE DESIGNED 4N[, INSTALLED BY 4 EXPER ENCED 'N THIS TYPE OF DEMOLITION 14NC -Er:sENF) E E I CONTRACTOR 5Ho4L_ 5ja aEMC_"7!ON AND REF=_,4C;E OF E_Xi& SELIN'z AREA) AS 4N ALTERNATE - 0 'BETA N 4NC) PRE SPRINKLER 5 SHALL 0 BE ICONF-1 OPER,471ON,4i_1 ANY GRANGES OR ADDITIONS TO SPRINKLER HE4C I.':: 5H.4 BE DES GNED BY 4 _iCHNSEF-) FRO":E5eiCN4L:_, T T HIS DRALJ!Nf:I POR - r" 1 5 OC4710N 4NF- Cu5 ONLY' AND 15 NC - 0 BE REUSED IN AN` "!4NINER u) OUT THE jJR!TTEN C0 ,T P _-E5ICzN INTEL.L+S-E L) w w 4 w 0 (Z ul 0 0 til uj A d) cl O U �- (P C u 1 O (3 C Z x tu i__ U_ ul ul ( z > iy cl I z z dl Ul cq 3: 0 (y. "q w i nk X x ul O LL 11 adw 99 Not FRININ4,001,111WRIN : llipa . rTola g j EXTERIOR OFIENING6: N/A '==j -am 1 i6 7 - S0NTr- 5 - rC RE 4- 45PE- OF T"iESE L 5 4N-r 6T;;ZUCT'JfR4- P-R T- CCN5 4N"! SONFLIC &;-4ALi 5E REPCR7;EC 7 C 'AE ENGINEER F COIRRECTICN. S 44NGES "AT' BE P;R0i"C6E:, ;-:I - i-4a SONTR-41CTOR E ;::ES 5 T"=- C taN xE I& IN T4 4E BES OF - -4E OWNER. � -44NDF-5 5*-ALL BE r-0FRuA "'0 "' 4E EN - IN UORITINS FC;w .4 P;R'Crw 'r- S0N5TRUC'r!oN. ROOF DEAD LOAD 15 FSF CEILING LIVE LOAD 20 f=SF AS r CIO T46 WINER EN 4„ ONSENT SEND Li, C. xi T'-3!-t" 3 I z NOTE 4 j NOTE 4 U WA" CUNT TOILE TO!LE SEE SHEET A2 cl 7 9i FOR ADA FIXTURE INSTALLATION DETAILS EMERGENCY ul EXIT ONLY N LL SECTIONS, X Z w q 4 iL A, 14CTE 1 ! DROPPEr-VI a CEILING z Lu LIGH EXIT SiG�, > NO15 t I ILN NOT 2 I WIT'.: EBATTEQY BACKUP T EXISTING MEN'S NOE 4 W_ �_Jj W'UJCMEN'S (5) /EXi$ BREAK ROOM 9 ti "X NOTE 4 NOTE 4 CLOSET PQo, DE 4CS Tray AREA <S DIALER ROO z V 1 c) 5 3 c EXI5TjNG ELES. PANE- J ALL AT - - -�D _N2C"A PANEL r R C , - �'l NFL . Exlerll;4�.U'ILL 4 T I IT \�i rl i. Iq - -c" . - -c' 11 .,. -4 EXISTING SOFTLUALL CUBICLES EXISTING SOFTLUALL CUBICLES P ' CL sONTRACTIM 611AL_ NFORM ENGtNEVR IF LJGW EXIT SIGN OPEINGNS 04TERFERE I UAT4 BATTERY BACKUP WITH STRUCTURAL COL, NOTE: NEW SOFTUJALL HANG ALL EXISTING of 77 K2>K CEILING FRAMING CUBICLES O N -s ON NEW SEAMS USIN w IMPSON CONNECTORS EXISTING VESTIBULE NEW LOCKABLE DOOR NEW RECEPTION AREA LIGHTED EXIT SIGN WITk BA BACKUP \ NEW E ROOM FIR 5 SY VALVE �V�E EMPLOYEE ENTRY PUBLIC; ENTRY t-c" x 7-0` 4 MAIN FLOOR REMODEL PLAN CONT4CTOR'5 RESPONSIBILITY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DR4UJINSS, ARCH!TECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. Swo4NGES SHALL. BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, ict 0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. REPORT ANY CONFLICTS TO ENGINEER FOR RESOLUTION, NOTES 70 CONTRACTOR 1, 12 FT WALL WITH S' DROP CEILING 2, FLOOR COVERING CARPET 3, FLOOR COVERING VINYL TILE 4, WALL COVERING - CERAMIC TILE 46" UP SELECTEE) BY OWNER 5. RUN HVAC AND WIRING ON TOP OF/ABOVE CEILING 6. ALL NEW AND EXITING WALLS TO BE COVERED WITH 1/2" SHEETROCK AND PAINTED, 1. ALL BASE AND WALL TRIM SHALL MATCH EXISTING. S. ALL ELECTRICAL AND MECHANICAL TO BE PERFORMED BY OTHER CONTRACTORS HIRED BY THE OWNER. S. FLOOR COVERING - CERAMIC TILE SELECTED BY OWNER 10. VANITIES SHALL BE OPEN UNDERNEATH CONTRACTOR SHALL BID DEMOLITION AND REPLACEMENT 1, OF EXISTING CEILING (HATcAED I AREA) AS AN ALTERNATE TOA I 'RETAIN AND PROTECT'. FIRE SPRINKLER SYSTEM SHALL BE CONFIRMED OPERATIONAL. ANY CHANGES OR ADDITIONS TO SPRINKLER HEAD PLACEMENT SHALL BE DESIGNED BY A LICENSED PROFESSIONAL. qpwmmm 4 4 O Q � AIN ct 16— IL w > ammaw Its Ul z W_ THIS DR"XWx 16 FOR THIS LOCATION AND CUSTOMER ONLY AND 16 NOT TO BE REUSW IN ANY MANINER }- WITHOUT TRE WRMEN CONVENT OF MIEN NT%,L[IG_ENCE.LLC. / / / f / / __�f �' -�' � '/ / f - 7= tu A X X LIFO U4 A �y x " 7 EXISTING SOFT CUBICLE& k� x L NEW MONITOR BOOTH (5) ELE /ATE ROOM 5f7TOM OF WINDOWS TO 5E 3-` FROM =INIS+4,ED FLOOR T"Fl b - Y 4' (. x a - c" 6' x 4' 3'-3' 6'-2 -c NELU OTA MGMT NEW NOTE 2 5 0 T COMMUNICAT OFFICE ROOM 9 NOTE 2 a 5 O 2 4 5 O -d'+4 � � NOTE 3 5CITOr" OF WINDOWS 70 BE SOTTO OF WINDOWS TO BE IV FROM FINISHED FLOOR - I YP 1'_6 r!N104ED FLOOR - Typ ul lu CENTER IN WALL SENTER N 1;.�L_ NOTE f NO E 1 4 -0 - max 96P 4 ' -0' x 9, -C EXISTING 'PERE-- NOTE I TEMPERED ELEC (3) 2x4/ ROOM ul 01- . .... �NFORM ENGINEER IF P OPEINGINS INTERFERE WITH STRUCTURAL COL. Z Z x C)ISAJSLE AND �:<7VER E> XINSTION �O)K A 0 4 -0` 4 -C' 4 -0' 4 , _011 4-0 la NEW OFTWALL CUBICLE c°` -uE H � LLc NEW OFTWALL CUBICL TE 10 4 -c" 4' -O' A -01, JI-0, A" 7 Lu U- %5 LL > z _q JZ vj y vi - CONTRACTOR SHALL tI u INF ORM ENGINEER IF 5 INTERIFOERE EX;STN�2 STEEL POST OE:NIINa I I (V m WITH STRUCTURAL COL. EXIO, ING Lu El Z 4 ' -C 4 --0' 4 .0' A - 0" 4'_O 4 NEW MALL CUSIC NOTE H 10 NEW FTWALL CUBICLE 44 -0° 4 .0 4'.-0` .0 4'-OP 4-0" P ' CL sONTRACTIM 611AL_ NFORM ENGtNEVR IF LJGW EXIT SIGN OPEINGNS 04TERFERE I UAT4 BATTERY BACKUP WITH STRUCTURAL COL, NOTE: NEW SOFTUJALL HANG ALL EXISTING of 77 K2>K CEILING FRAMING CUBICLES O N -s ON NEW SEAMS USIN w IMPSON CONNECTORS EXISTING VESTIBULE NEW LOCKABLE DOOR NEW RECEPTION AREA LIGHTED EXIT SIGN WITk BA BACKUP \ NEW E ROOM FIR 5 SY VALVE �V�E EMPLOYEE ENTRY PUBLIC; ENTRY t-c" x 7-0` 4 MAIN FLOOR REMODEL PLAN CONT4CTOR'5 RESPONSIBILITY IT 15 THE CONTRACTOR'S RESPONSIBILITY TO REVIEW ALL ASPECTS OF THESE DR4UJINSS, ARCH!TECTURAL AND STRUCTURAL, PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO THE ENGINEER FOR CORRECTION, CHANGES MAY BE PROPOSED BY THE CONTRACTOR IF HE FEELS THE CHANGE IS IN THE BEST INTEREST OF THE OWNER. Swo4NGES SHALL. BE FORWARDED TO THE ENGINEER IN WRITING FOR APPROVAL PRIOR TO CONSTRUCTION, ict 0 CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. REPORT ANY CONFLICTS TO ENGINEER FOR RESOLUTION, NOTES 70 CONTRACTOR 1, 12 FT WALL WITH S' DROP CEILING 2, FLOOR COVERING CARPET 3, FLOOR COVERING VINYL TILE 4, WALL COVERING - CERAMIC TILE 46" UP SELECTEE) BY OWNER 5. RUN HVAC AND WIRING ON TOP OF/ABOVE CEILING 6. ALL NEW AND EXITING WALLS TO BE COVERED WITH 1/2" SHEETROCK AND PAINTED, 1. ALL BASE AND WALL TRIM SHALL MATCH EXISTING. S. ALL ELECTRICAL AND MECHANICAL TO BE PERFORMED BY OTHER CONTRACTORS HIRED BY THE OWNER. S. FLOOR COVERING - CERAMIC TILE SELECTED BY OWNER 10. VANITIES SHALL BE OPEN UNDERNEATH CONTRACTOR SHALL BID DEMOLITION AND REPLACEMENT 1, OF EXISTING CEILING (HATcAED I AREA) AS AN ALTERNATE TOA I 'RETAIN AND PROTECT'. FIRE SPRINKLER SYSTEM SHALL BE CONFIRMED OPERATIONAL. ANY CHANGES OR ADDITIONS TO SPRINKLER HEAD PLACEMENT SHALL BE DESIGNED BY A LICENSED PROFESSIONAL. qpwmmm 4 4 O Q � AIN ct 16— IL w > ammaw Its Ul z W_ THIS DR"XWx 16 FOR THIS LOCATION AND CUSTOMER ONLY AND 16 NOT TO BE REUSW IN ANY MANINER }- WITHOUT TRE WRMEN CONVENT OF MIEN NT%,L[IG_ENCE.LLC. / / / f / / __�f �' -�' � '/ / f - 7= tu A X X LIFO U4 A �y x " 7 EXISTING SOFT CUBICLE& k� x L NEW MONITOR BOOTH (5) ELE /ATE ROOM 5f7TOM OF WINDOWS TO 5E 3-` FROM =INIS+4,ED FLOOR T"Fl b - Y 4' (. x a - c" 6' x 4' 3'-3' 6'-2 -c NELU OTA MGMT NEW NOTE 2 5 0 T COMMUNICAT OFFICE ROOM 9 NOTE 2 a 5 O 2 4 5 O -d'+4 � � NOTE 3 5CITOr" OF WINDOWS 70 BE SOTTO OF WINDOWS TO BE IV FROM FINISHED FLOOR - I YP 1'_6 r!N104ED FLOOR - Typ ul lu CENTER IN WALL SENTER N 1;.�L_ NOTE f NO E 1 4 -0 - max 96P 4 ' -0' x 9, -C EXISTING 'PERE-- NOTE I TEMPERED ELEC (3) 2x4/ ROOM ul 01- . .... �NFORM ENGINEER IF P OPEINGINS INTERFERE WITH STRUCTURAL COL. Z Z x C)ISAJSLE AND �:<7VER E> XINSTION �O)K A 0 4 -0` 4 -C' 4 -0' 4 , _011 4-0 la NEW OFTWALL CUBICLE c°` -uE H � LLc NEW OFTWALL CUBICL TE 10 4 -c" 4' -O' A -01, JI-0, A" 7 Lu U- %5 LL > z _q JZ vj y vi - CONTRACTOR SHALL tI u INF ORM ENGINEER IF 5 INTERIFOERE EX;STN�2 STEEL POST OE:NIINa I I (V m .. �� .. PRE-ENGIN T '.USS NOTES SLAB _ON N OTES CAST-IN-PLACE CONCR NOTES STRUCTU S TEEL. 'MOTES GENERAL STRUCTURAL NOTES ....... .. . Wood *_ruseeb birall ce designed o the manuF;ct sr tin t- , ov;de concrete slabs over a & mil pclyet+nyiere vapor ur.sdiction. Concrete mixes shad b pe d' d r ACI 301 s(mg I. Ail structrual steel shaii corformi to the latest edition of the Q %:pp ort the loads dictated b y the e � ernin E carr,sr and 4" OF 5: porous r r Ili. Maximum stump for concrete g , u �, Portland Cement conFormi to ASTM C -150 or C -595, tanual of Steel Construction of the AISC, CODES �L•�► cv IFI ATIONS DESIGN CRITERIA slabs s�aE: es usin T II �emcement A � �� 2. ;11oGd trusses steal! be designed ray the m�,;factursr ir. aggregate carftr�nirg to +��iTM C -33, and admixtures 2, iu�is$s noted otherwise. all materials shall be ?n GonforaAanGS accordance wite the aoc iJoabie provlblona of the arse , Ai! orus fill material steal( be a clean arn,iar material with conforming to ASTM C-41B4, C- i0?'1, 0-618, C -S&B and C -2600, wittier of the National Dss gn epeciricaticn or then Natiora! IOC% passing a 1 -112" sieves and no more than 5% passing a Concrete shall be rsady - mixed in accordance with AST" with this Following ASTM spec ifications: A. international Building Code - 2003 Edition Forest Prcck�cts Association arsd the des: r. ecfF'catiOn c=!, B. ACE 318 -02 Building Cods Requirements esier Srav?ty Loads ` Na. 4 sieve. Porous -, shai, be compacted to 95 max" For meta' plate connected wood trusses of the Truss Plate d dsns'ty per AST ' r: -&l38. 2. Concrete steak' conform to the following compress =ve for Reinforced Concrete lnstitute. strength sump and waterlcemont ratio requirements unless W ;Roo; DL - 15 Per W 3. Slab ja'nte shall be filled with approved material. is speciF ally approved b the En im wr iting; ME MBER __._._ __. AST MlN STRE NCxTH 0 W Q door DL - 15 peF 3. Wood materials shall tae D a:.g�.ab Fir and shall be k ir: dried would takes place as 'ate as passible preferably 4 to 6 and used at !9% maximum moisture content" Provide grade sassK6 after the sly g has been cast. Prior to fillin remove Concrete MIn f'c (28 days.) Slump WIC Ratio Structural %bing ASOO Grade B 46 ks! ✓ss`or Lave Loads ra ufrad to meet stress requirements, u`rs+rmerrts, t Steel Pipe A53 (Typo E or Grade B) 35 kel GENE STR NOTES ci , q , ai debris from he joints, then fill in accordance With the Roof LL - ::O per min manufatcturer`s recammerdat{ona as follows: Ca'�umns 4000 psi 2" - 4'` 0,46 Other Rolled Shames 4. �CGnrsctGr plates shall be not less than O,C36 inches Elevated Stabs 46 and Plates A36 36 kal 3000 psi 2" - 4" 0, prc isct Snow - SEE CC ✓ER 6r4EE- 2 C cad a - in coated r 457t` thic+cr+eas, shai# rest o exceed � � - Concrete not Noted 3000 e'i 2'' - 4" 0.50 Connection Bolts A325 92 +cst L The Structural drawing shall be used in conjuction with r- r � g 6' slabs - Fill w €,n Epoxy resin n p � „ Anchor Bolts A301 ---- the draw ommerica Floor LL - 5C ps 2C' oeF Part�ti�cr Grade Or higher and shall be hot di ed alvanized - Foundations 2500 p si 2 - 4" C,5 draw of all other disciplinab and tines lop o Cher slabs -fill with field melded OF a ;aatomeriG sealant. F� r r t Rea?deraia �� - 4C psi according to AST"^ A-525 icoatirg 's6C. '"'!Irimum steel Slabs on snaps 4000 psi 2 "' - 4" C.SC Threaded Rods A36 36 0 C psi speci fications. The contractor shall veriF'y ne Non- Shrink Grout C!IC'? BCC rec ulremertb of the tither trades as to sleeves. chaser, stress shall be 33,000 e ?. 5. Jnises approved otherwise, all reinforcing shai': be stocked Lateral L :vis cads hangers, inserts, anchors holes and other items to be ^to the center of the slat; with orecast concrete biceke Ali concrete work sha . conform to iris requirements of 5 Trusses shae Fabricated ;r a or! eri� s u? ed ACI 301, "rapsc.ficatton For Structural Concrete Buildin s 3" Mirirum bait diameter shell be 3t4" unless acted othesru #mss. !; b aced o r set in the structural 'work. p raw a con ressive strength eriiai to that G* trs slab. p :Jlnd -SEE 'O� ER W EE` All colts shall bs shear' aesari t e nug - t`gX w � g p Hot weather GGncretin sh all be in accordance with ACI 3C5. ng � bolts and be s rar+ufac urirq facility of a permaner nature. Trusses sra�� 'g Sa smic -SEE GC e FIR S EE` �r 4. Ail weld: bha!l be ;n accordance with AurS Dl.l using ETCyc T r i' F r r m ll th a' be maruFactured Cti experienceo workmen, using precision �. 'Lila'K walls and other exterior slaps are not snouir Or the Cod weather GGnGret n.g Shall be in accordance with ACI a.,6. weld l"e cantaGigr s!'taii 'r,,e . eapana.Gie a. ..a G y ng w 'e Grade Equ'valert F'.uid '�resau -. 55 cif �* e l ec t rode s , Unless noted otherwise, p rov i de Goa'tt. min. T cutt�n li ein and pressing louipmerit under the structruai draw nos. See the site plan and arch €tsctural 4, All reinforcing s teel shaii co nform to AS�M A 6C safety prscautians ants regulations during the York. The r ` J ` - . i g filial Welds pe'r AISC requirement &, Aii Filter mater'ia1 I r _ n t^ equ "ramer,te t civaiity Gontral standard 0ST - Gf the r t' *.? n rung details : or "5 and :anger tiara and Grade 4C For +4 and smaller. Bearing pressure assumed ` Ali 9:z-d V engineer wa.: nG. a dvise r nor `ears d!raci a as d aw'nGS far iota �On, d`mensions, stave o s. o c shall have a m, mum ieid streng of 58 Ksl. ..0 be '5C0 PSF far erg Pr ✓ � d w ith g � ini: safgt' eca -lVons and crocirams, n f T 2 - Fuss 'late 'net tuts. r.rlar dsta�'s. Gvide 4' walks re:nFr -rce welding Gf reirtf._rc ?n at$ei shai: be lm aGGOrdamGa w`t Aw. y y columr a nd war ;.. Footlrgs as per uBS able 9 B , 01.4. Epoxy coated reinforce shall conform to AST", 4_7 5. ldhere Cons +nuous Crirtrd" angles are indicated, t tol e � cased upGr a Sand' eravei and. "Gr pravei Sell. GxiG - `s,4w'... + lir:lF unless G 3''erwise.° nGt9d. ? Tile r� d ra w ing s h e r air reoresert the Finished y 6. Secondary bsrding stresses in truss top and bottom acids 5. All welded wire fabric Wli1F} shall conform to AS?M A -185. a cOnt +ruous butt weld or Ful penetration wed at iris =tire tit uGturai d all ga he a Any varlat €anti encountered cifferant from the r r contractor Ii� provide tam oraru due to dead. live and wind lards shall be considered r ' `. Slabs to be cermanentl exposed to :,eatrer sha'' be air o. Ail rslrrorc-ing steel shall be set and deed in place pr for con n ection detail Far approval, } structure. The __ ntracto sha p o de a p oil type assumed sra be brought tc the atteelt'c�, r , an Fa ro conform to paiir!r of cor�reta, ex cept that vertical dow$lb for g Moment connections &L4 denoted thus i" an the u "lnC, and bracing regU`red tG 6tr`eGt and hCid the �r r � rie�nesr be f o re r, p �, t,.8 deeg,, Laad durst! Gtars ai'Sa'i be per the 'Nat :and entrained t0 5� +.'- f�) ullvr? ar admrxture that ..Gn,Orme tG � � ��RR y o th e � e roceediro. plan, See t scat details. lu structures in proper alignmert urtli all struct,.rai work and Design Spec f cat#or For WoGd Caratruct'Gn" latest edition. ASS C -26C. masonry wall re €nforcintg may be floated'" In place. DG not p` yp connections have bassn complstsd. The !rvsetloat!on, field b bars partla y smbeddesd in narderled concrete " Where steel beams bare across buiiding expansion jointe5 cissisn safer ode u and n action OF erection �. sad trusses shall be erected in accordance with the truss unless s eclflGall indicated or roved the En gineer, or at wall control joints, provide a `silp`` connection as show � y q i y ap t/^► /� /� S. All concrete work artai, G°%rrorm tO the requirements ACI 301, P y � � in the t [3 NOUN FOU NOT manlFacturars requlremarts. This work shall be done by a 'Specif!catlon for Structural Concrete Build`ngs Hat '. Re €nForcing steel lmcfudin'a hooks and bends, shall b$ yplcai details. bracing, shoring, temporary supports, etc. (e the sole D respomelb=iity of then contractor. ____._ _.____._ ____ _.___..__.____ ouallrisd and experienced contractor, weather coneratino shalt be in accordance with ACi 305, detailed in accordance with ACI 3 ?$. All reinforcing steel 8. Holes in steel shall id drilled ear' punched, All Blotted indicated as be! continuous (Cont.) shall be I ed with hales shad be provided with smooth edges. Burning aF ft Cold weather concreting shaii be in accordance with ACI "� � holes and torch cut tin g at the site is not mittead, *+�'� 4. The engineer ahall not be responsibls For the methods, 1. All Footings shall bear on undisturbed, Firm raturai soil or 8, The Contractor shall provids all temporary and permanent 306 a Ttpa 2 splice unless noted otherwise. g � techniques and sequences, of procedures to perFarm the compacted fill capable of supporting a design csar'nc [•.gating as requ, rsd for safe erection and performance of 8. Unless noted otherwise, the Following minimum concrete S. Unless otherwise rusted, all structural steel permawssrrtly work. The sup ervision of the work, is the sole rsspons#- pressure of 1500 par. All foundation excavations shai' the trusses. The guidelines set Forth by the Truss PiB:s ?" In Order to avoid concrete bh rinkalee cracking, plats over aria'' kale provided for reinforcement: exposed to view shaii be shop painted with one Goat of be evaluated by a qualtFied sotsch€cal erglreer %tsbtro. institute publication "ii1B -91. Ccmnertary and Reoommendatiore Gonr_rsts slabs in an alternating lane (or checker board) SSPC 15-68, Tagoes I (Red Oxide) paint, b ;ity of the contractor. g C 1O. The structural steel erector shall pr ovide all Oran agency prior to Pouring fOUnddt(an concrete iF required far - tardiinQ, fnatdlling a*d BraGinq "eta' F late Connected t A, a?1GretS ex posed to earth west' eY +► ,,� '""4 pa tarn. The maximum length of slab cast in In any one xpo 5. Drawings indicate general and typicai details of b � the Structural Emoireeer. Wood Trusses" shall be a minimum requ'rement. Fa s t, '"6 throe •19 bars - 2" and brad y contnuaua pour b recommended to be lass than iCO . e �"' "� a'"g' Ul T construction. Whesres cand;Liama are not apaG+fteaiiy shown. ' r "'5 bar, W31, 031 wirs t smaller - 1 ;;2" 11. Columns, anchor bolts, base plates, etc. haves 1 dews #gnsd � T" maximum aria of o,rtt.e ar.a!! be 25 feet. similar details OF construction shad be used, sub to 2. Tap ar forting ale ✓at'Ons shall be as shown an the 9. 'russ member and components selall not be cut notchsd g B" Concrete not exposed to earth or weather: for the ?aadirrg enGauntxeresci during steel erection and These elevations are a maximum ano srhal.l drilled nor otherwise altered it a wa without the written ,� , Wails, elevated slabs It oists! - 314" construction. Any !nvastlgat!on of the columns, anchor bolts, appr oval b [rte en laser, focndatlan pier. 1, 0 , See arGhi.ettUral drawlnQ9 Fpr exact IGGatiOna GF apps y g' base items, sett. is the sale r ns+b of the c be lowered as required to obtain the re aired desig approval Of the Engineer. drains Beams and columns - 1 1f2' esp0 y q c g depressed slab areas and drains. Slope slab t. 6, All structural systems which are to be composaso of bearing pressure. where shown. Foundat or concrete - See Foundation Notes, !2. Steel fabricators shaii' be an RISC certified shop For components to be Field erected sha.1 be supervised by Srlsss noted otherwise. the bottom of all exterior roctings Ic Submit comp.ste shop drawings For all woad trusses Category 1 steel structures end maintain detailed equality shall be aced re" below iocal frost de p th; the bottom Of showing member sizes, species, ada. moisture content, ll fl r in accordance a Bar supports and holding barb shall be provided for ail control pr ocedures as regealreid to satisfy the special the supplier during manufacturing, de.ivery, handling, p p g p `� The= n`bh tolerance o ail. slabs shaii be rater ?o° , vsr , , In etiign re uiremmnts of the 2003 International SuIId(ng storage and erection in ac cordance with the supplier's ail inter footings shall be placed l2" minimum ioeiow s p ar, camber d'mens?ons, cr:ord itch, bracin ropulrsmenta ; e;nforcl stee to i mmmum concrete co r- --. Bar sp '� ep p g wi.h ACi 301, Type A, - l i li .�..� instruGtoms and requirements. F :'rfsrsci grade. and loadings. Shop drawing shali be submitted to the supports shail be plastic tipped or stainless rtes" Code Engineer and snail bear the seal of a Profeasiana? Engineer 5lapb shall be constructed 'in accordance with the 101. Unless, noted otherwise, all one way spas shall be ?3. Provid 9 irts with a slight downward "bow", at mid s t. Loading applied to the structure during then process of 3. Ali roundaticr concrats sha.' obtain a 28 day comprsselvs registered In idaho. fcl4Owir� flatnese,'ievelne requirements: reinforced as Follows: 14. Unless otherwise rued, all struoturel steel 08rM6n0MtN exposed to the weather, including all brick elf angles construction shall rust exceed the safs load - carrying strength of 2500 pal. Aii concrete to be permanerta � ca acct aF the structural members. The live loadings exposed to the weather snail bo air - entrained to 5% r ; '�o % Slab Category Specified Local Mlr+mum Bottom reinforcing 0 4 s 16" a.c. (Between Supports} shall be hot - dipped galvanized in accordance with AST"^ 4153, used in tile design OF the structure are !nd €sated it the with an admixture that conforms to 48TH C *tip Reinforcing 0 4 s 12" o.c, ( Cente r ed an Supportai 5. Protective coatings damaged during the transporting, Design Criteria Notes ". Do not a Bu;'- Floated Ff = ':5 Fl 13 Ff = '3 a €0 Temp, Re`nforcImp 4 4 e 18" O.c. (Transverse Bottom) e recting and app' g y ny coratrueticn field welding processes shall be Fes 7airtsd /�}�^� /� },� /� /� n the field to match the shop applied coating. loads until structural Framing ib propsrly connected 4, All concrete work shall conform to the rsqulraments of AC! WOOD � iING NOTES Straioht Edged Ff 15 FI = 1 :3 Ff 13 Fl iC 3C ecificat?or far Structural Concrete Build': s ". HGL together and untl� 811 tomporar`u bracing .a In place. , Sp ^g Flat Ff 15 FI s '3 ;', Un;ass acted otherwiss, ail concrete walls (other than =6. The contractor shall hire an i o b dent testing agency FFa i3Fl lC weather concreting, shall ce in accordance with ACi 305" Very Fiat FF . 15 Fi = 13 Ff 13 , F-I = iC rstaln €ng walls) shali be reinforced as Follows: to provide special Inspectio of bGa'ng, welding and 8. A:.i ASTM and other ref r i. All wood Framin material shail be surfaced dra and used at other items in accordance with 2003 International Building $ ences are per the latest Cold weather concreting snail be in accordance with ACi Super Fiat FF 15 l 13 FF ; g w F3 iC editions of these stamdards, unless otherwise noted. 306, I� max!mumu moisture content. Wall Thitkn ✓ sas +- iorizantai � antics' Lacat €on Code" 2, A' stud and wail framing sha ' be No. 2 grads Doug Fir, Provide aang'e Fr a m e s at a roof Openings and mechanlcai Floor flatness and levelness tests shall be Ganducted If i AST 3. Ali iolei, rafter 1 mist, frami shai; be No. ? Fade DouO r roof t units per t sal details. 9. Shop drawings and other 'tsms shall be submitted to the 5" All reinforcing steel shall conform to AST. A -615, Grade g - deemsd necessary by the owner in accordance with 4" 6" 4 e t6" O "c. 4 4 18" o.c. Centered p `.3P ..rr engineer For review prior to Fabrication " All shop 6C for "5 and larger and Grade 40 For '4 ar+d smaller, Fir" Provide Full depth or metal br!dgimq at mldspan and i ti 8" 0 4 is 12" o.c.. •4 * i8" o.c. Centered ASTM E 1455. Resu ts, tmtiuding acceptance or rsjsc on drawings ehall be reviewed by the general contractor at a maxmlmum spacing of 8 ft o.G. between. of the work will be provided to the contractor within 48 10" "4 e 18" o.c. *4 er !g" a.c Each Face before au !rittai. The engineer`s review Ia to be for 6, ; mess noted otherwise, the following concrete cover shail hours after data co(iect!on, Remedies for out of tolerance 12 0 4 e €6" o.c. 04 0 18" o. c. Each Face conformance with the design concept and general be provided Far re'?�orcement. 4. Aii Fraa'ng exposed to the weather or it contact with work may include removel and reconatrutt!Gr at the contractors � ty A, Concrete cast a i t ariet srman$ntl exp to earth - 3` masonry or concrete shall be pressure treated in s r !2. All sd f rmanent! es o pe W. tompi� ante with then relevant Gontrac, datumen.s. The g p y p expense. Any other rerediation r._qu +Fes the approve! o g y exposed concrete surfaces �'' eneir�sr's review does not relieve the contractor of the e Concrete exposed to earth or wea *_her, accord with the AmeriGa ance wr> cad Preservers Aeaacicatlon shall cis thamfereo 3. 4 " unlash Otherwise mated. the owner, sole re5pobib €ilty to review, check and coordinate the •ro through 018 bars - Spec'r satiOna where passlbis, Ail Guts and holes should 3 'n order to avoid concrete shirfmkage craGK nc place , s •5 bar W3` or 03 1 wirls i 5^siier - i c completed b treatmert Cuts and holes due to concr stabs it ar alternating lane pattern. Tire max mum shop drawings prior to subm!ssicn re ma ns , The contractor on -site fabr €cation ahali be brushed y�th 2 coats of cooper erath or slab cast in any one continuous pour shall be soley responsible For errors and ommissiorts .associated rr r 1 �GnL n hthenate DG.ttt!Gn tanta'nt a minimum of 2% metaiI' mired to aC 'set. with the preparation OF the shop drawings as they parts' 'e G t nGl marked cOrt rolls an Lne plans and place to me!�er sizes, dais #is, d-.mensions, etc, c n eoiutiGn ear AWPA ST M4). :4 Fo�mwork sha �smaim ir. until GOnGrsts hie obtained seta' s shah be iaeped a6 x bar diameters at splices unless c opper i p �" ' �,,,}�D( t.'i mo BOARD at least 9Oa a° its 28 pas; compressive strength. Tree n,�Led Otherwise, r v d° daub's jGiats under 8; CartitiGra wh ich run paral;ei _ .._.. _,....._.._ ._.___.,.- -____ . ._ _..__.._ .....___._ > "Gntractor elna p rovide all shGrirg and rasher no, 1 o Submit steep drawings ? in the farm of two plu ne prints, SHEATHING NOTES r r t` n r F, No unbalanced backF°? shall be done against FGundatidr, With 10 =its and under ail GOntentraleL� 'Cads fray Framing r no -.ass shall eproduGtion of ' he Go ,t. act. drawings g u be used as shop drawings. Submit the Following :tams For wai =s mess walls are sscurelu braced against overtrur'nG above. review_ either by temporary bracirli or by permanert c-- nstructicn" 8_ Provide header beams of the sere size as jo €sts or rafters €. Ali plywood construct on shai: be im accordance with the A. Concrete mix des'gn(s) - NOT REQUIRED. �, Prior to commencing any foundation work, coordinate work to Frame around opsnings in the piywcod deck unless American Plywood Associaticn (APA) specifications. B. Reinrorc'ele steel shop drawings - NOT REQUIRED with any existing utilitise, Foundations shall be lowered ctnsrwise ind icated. C, Structural steel shop drawings - NOT REQUIRED where required to avoid uni't`es. 2 All roof pare: sheathing snaii be 5"'a" ;nom.) 065 'APA e, Structural steei plate connectors shall ccrrcrm to ASTM A - 36 rated sinsatirine, Suitable sciccs support shall be p ovicied D. Steel Joist Girder shop drawings - NOT REQUIRED E. Metal deck ing shop drawings -NOT REQUIRED Unlese noted otherwise the centerlines of column specir' cations and be ''4" thick ur;ebs noted Otherwise, by use of canel c:!pa or b'coKing between framing unless F, Pre manur. wood syssm / truss shop drawings - NOT REQUIRED Foundations shall be located an column centerlines. Bolts tGnnett ng woad members stet': be 49`71' A - 3O Gtheeaw ae noted connate roof sheath with 8d common G. Pre - engineered metal buiiding systsm - NCT REQUIRED aro be 3'4 diameter unless otherwise 'Indicated. Prov ds nal s at 6" c.G. at supported pane! sages and 6" O.c" at i0, All retaining wails shall have at least 12" of Free washers for all bolt heads and mute In contact w`th wood Intermediate supports, " i i Full i Other subr»ittdlis may be rqurr+�+d `pew" the $chedtsis of dra+n.rsg otcskFil , „ 1 he ght of wain. Provide surfaces. Sp$c!a: 'nspect!ons" or the separate notes Gorrt.alrlsd neerein, control ,olntb in retaining wails at ap prGx €matel� ears' 3. Ail floor sr?eathtng sha 1 be 3 ;�i" (nom. ` A�6 rated ... � '.�mes the wall 0. Brit holes sha;l be careFulfy centered and dri led net STURD -? -FLOOR Exp, s wt-, tonge;e and groove esdGe. 'ntsrvais not to exceed 25 Feet nor 3 t 1`:, Sper-lai ineaectars wHI be re uirso ? -ar t Ot his project as red beiou nelent. Provide ex.paraian ,joints at e vert; Fcurtn more than 1/16 l ar g er than then ccit d Bolted u nless noted Otherwise corr Floor aneatning witr 10d g tonnsct' ors shall be bnu ed tigh but rot to the extent commor na`is spaced 6" o.c, supported edges and cortrci joint, unless otheriLirie indicated. gg IRED of cr.,shirg Licoo under` washers" c.c. at intermediate supports. Fie d glue using adhesives A, Concrete -NOT REQU B_ Bois inalailed in COn I R E -NOT REQUIRED C, APA spac'F'I cation 4;=G -01, aipio isd In accaroarce C, Structural ILeid''ng - F`sid Welds - NCT REaL REC SIT PREPARATION Pre abr ;Gated meta; joist hangers . hurricane clios, with the manuFatturer s 'ecommenclatlore, D, High Strength Boit'ng - NOT REQUIRED anchors and other accessories snail be as T - _ Ii be l 'nom,) 05e APA rates E. Structure "Masonry -NOT REQUIRE:' - anufacturad b Si�aan Strong-'le 4.ampany . Or approved 4. ! wail sr,eatnlnq sha equal, nstaii a' acc per the ma#%; actursr b aheatning. Unless noted otherwise, corns wall sneatn,ng ,} ' . ^ ,J*thr an area a minimum of 5 feet bs yerd tine buiidinq +'mite equtremente. +i '. steel shall have a m'n'"rtum th 'IGKneas O' with 0d common eai'.s spaced at �" G c" at supporter: 'caret � 4J i2, jir sss Otherwise 'rdicated al. ,t b b s noted to excavate a minimum of 4" of sxisting soi:. Remove .a'I 0,04 ircres ;`per AST'" 4446, Grade All and be galvanized adgse arc 1. ^.c at ntsrrsdiate supports. demo'ishsd shaii became the contractors properti, and be removed from ire sits. Grgani^s, pavement, roots, dsicr 'Is and otherwise „nsuitable scoat?ng s6Oi. materiel. 5, install all plywood 5neathino with the long d!mans #ors .af -- ''. Contractors 5+'tal' ' ✓'sit the eitB pr`Gr to b id aSGerta''" 12. Holma and +rOtcnes dri, led of" Gut 'rte wcod fram'nq rir.ail the pane'. acress supports ano with panel cont(nuoue a' ✓ ra r :.^h ma adverse! affect iris work or Ost thereof, 2. The surface of tells expos 3uboradB shall cc esaected not exceed the requirements of 2003 Irternatic two o r more spans. stagger pane+ end joints. A law r card tic l+. - y y py Probing or testing !.O Greek FOr pGClCets or Sort Or Build ne Coos sect 23• spacing at panel ends and edges un eba Otherw ,;nsu t8bie maer °al. Ex=aVate ursU -table so as directed racom.merded by the eheeti^ing manufaGtur$r• b the aneinBer, i3. A�i plates, anchors" nabs bolts, washlsrs and other } miacei ane0u9 r2ardUlare perTlarentaly exposed to weatr'sr ia A na`''ng anal "3 re Garet driven and not aver- .,,"river. 3, Proof roil the surface OF the exposed %uOeade with a shali be not dip galvanized, oaded tandem axis dump truck. Remove all sO "s which Provide 2x biockino at .Ail unsuceorteo parer soges, oump or dose not compact properly as directed by the C . , engineer, a � 4, Fill all excavated areas w.h app OvSO Place it 8" loose lifts and compact to a min'mu „^, Of 95`0 of the maximum dry density in aGterdar.Ge with 467,1 D -698. 5. All controlled f'l; material eha'li be a select g_ranuiar mater'ai free From ail orear!cs or otherwise deleterious material with not more than 20% by weight passing a no, � 200 sieve and with a piacticity index rot to exceed � 0 t . 6�. LU CONTACTOR S RESPONSIBILIT 6. Provide Paid density teats For each 3.000 Sr- GF - r t 'Y "- r-r C �� : r-. bu+id''ng e:.. LOCATION DR N NCs iS FOR Ti� area For each ;;ft OF contro fil 'T IS THE SON RAC OR'S RESPONSlt3 _, : - TO REVIEW A_L 45P_. ; S O , +-+ESE DRAU NGS, LOCATION AND CUSTOMER ARCHITECTURAL AND STRUCTURAL., PRIOR T CONSTRUCTION, CTION, ANY CONFLICTS SHALL BE EUS AND I S NOT TO BE REPORTED TO THE ENGINEER FOR CORRECTION. CHANGES MAY BE PROPOSED B i THE R EUSED IN ANY T` N }" W #"Fi -TOU E WRITTEN Tp-+RITEN C t3ENT � CONTRACTOR l+= J4E FEELS Ti-4E CHANGE IS IN THE BEST INTEREST OF THE OWNER" CHANGES OF DES!GN 1NTELLIGENOE,I.LC. SHALL BE FORWARDED TO THE ENGINEER iN WRITING FOR APPROVAL PRIOR TC CONSTRUCTION.