Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38135 Market Square (4)
REVISIONS BY AHCA COMMENTS 1� 03.18.11 , MWW CUENT CONTRACTOR REV. & PERMIT vTK 1., 03. 18. 11 ^ FLOW MEASURING DEVICE MAIN7ENANCE DSB j ► N her �j c .� � � O ~~ U CO m o / N a ao O U Q O N E co Y 3 in 0 Lo �--• E ti 00 . , . u CD C\Jti N O O �r 0. C/� f •� � IMP q ,s z a � dip"L�i m�i 'oaf_�ti I m� O m€ E n O p7 Y3 v Z L C C Q — cc O Co.E W mom= N 6 5 U) `o � UZ a) A U m� C N 2 Y C (D Q m L m'm W to v W m CL as MU U Z N � J � 0 •�, U M mCr � � M v x Q N ° w U m U i Q W ° �. � L V) M s Q a 00 >' 0 0 ►� s _ a a m N 0 J 1.� Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M 2.0 • tea€�a, REVISIONS BY AHCA COMMENTS 03. 18. 11 MWW CUENT CONTRACTOR REV. & PERMIT vTK 03. 18. 11 FLOW ME&MRM MWE MAINTENANCE DSB J / \ CyyJ / N Go u n� N a y O G t� � Co • ti 4 E Q m cd ~~ O x Uf E ti pp ~ Cq Co N O ✓ O .0 �I � N V Q O `o M ^ o O O m€ �E O Cm Z LL$ C c — m Q r C C � W ��E CO n ULL m$ U) _B U o o Z U C m� >12 � E Y! Q CEO) �t O �— C W fq m m � m 0 c o a U _Z N O •�, U M m � 7 M v v- a Q N v W U U — O Q W � 'n •- q M t Q COL oo >' 0 M a a m N 0 J L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M2. 1 RTU-3 RM # ROOM AIR AREA CEIL'G ACH OA ACH TOT CFM OA CFM TOT CFM OA CFM TOT RET EXHAUST TRANSF. NET REMARKS NAME FLOW 0 0 0 0 REQ REQ DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 101 AIRLOCK/ VESTIBULE 0 150 10 0 0 0 0 44 550 550 0 0 0 0 102 OUTPATIENT SURGERY LOBBY 0 1370 15 0 0 0 0 297 3750 3425 325 0 0 0 103 Gallery 0 680 15 0 0 0 0 218 2750 1 2600 0 -150 0 1 75 CFM TO #105 & 106 104 ADMITTING 0 505 1 10 0 0 1 0 0 48 600 600 0 0 0 0 105 WOMEN'S TOILET - 120 10 0 10 0 200 10 125 0 200 75 0 75 FROM #103 106 MEN'S TOILET - 100 10 0 10 0 167 8 100 0 175 75 0 75 FROM #103 107 CONFERENCE/TRAINING LOUNGq 0 310 10 0 0 0 0 75 950 950 0 0 0 0 RTU-3 TOTALS I LTOTALS: 700 8825 8125 700 0 0 o2 RTU-3 AHCA AIR BALANCE (SPACE HAS NO AHCA REGULATED ROOMS) SCALE: 3/16" = 1'-0" -2 I�� CFM JU—L i . - - �u-� II SD-2� I' RG-1 �400 CFM ``SD-2J `�EG-1 ; � 50 CFM ' � , _FM 400 75 CF l 75 CFM I o r — — — � 400 TOILET CFM CFM Ili , - L- - ---- 130 - - - - - - 2-3 - ---' I I VAV _ -- -- - ___--1 2-2 GENERAL 14"N 22"x16" I STORAGE E_ _ 00 325 CFM - - n RG-75 -CFM - !E1 SD-2 I - -_-- - 50 50 CFM l / �ICFM DIRECTOR OF I O RTU I RG-1 i RG- n' ` I NURSING OFFS„ I %- � n j 3 -, i 175 CF 14 " " I f I SD-2 I ,I I' 1111 II -`- - SD-2 1, / 6 I 0 1 0 CFM SWS-1 I 335 CFM SWR-1 i SD-2 J ! SD-2 SD-2 PASSAGE III N OFFICE /100 CFM 100 CFM ! I & RG-1 I & RG-1 _" 300 CFM / RG-1 �i ; 100 CFM - 1 100 CFM 110 I'; BUSINESS � 3 F _ 1'i UPERVISOR �. OFFICE/ SD-2 ELEC. 1 Q L �� OFFICE OFFICE _ X - - MED.! 175 C - N .. 1 I\_ I 115 Q r l ! _-_. _-__ _ _ _ 1 12O._— 12b-._. 14"x12" 14"x14" 1 I 04 4 2 I x n Gp S - 2 _ ' I -29 L_ RG-1 I K1_Z.._1:34:O CFM 24 x16 28"x16" CFM 'Y 20"x16" j I- L --- �675-CFM _I -tee RG�I - --- _T. _ __ __- I CONSULT T 250 CFM j �, n -1 I OFFICE RG-1 116.70 0 VAV � _ !VAV950 CFM ! I, 1355 CF I 109 RG-1 n 3-1� : 13-2 - RG-1 0 215 CF I I RG-1 ,� ; 1205 CFM VAV f VAV CONSULT 1 135CCFM -- 0 3-4 I \' I, ►, i SID 3-3 SD-2 OFFICE ' 300 CFM N I. 215 CFM 108 SD-2 I X I, - I 250 CFM_� I S .- - -- - ---- - - - - - 0 SD-1 � - T (l 475 CFM I_ 30" x10n 24"x10" I TYP OF 2 , 1 0 = _ I x ADMITTING > = CONFERENCE/ I SD-1 - I= ! o TRAINING 5D 211 0 470 CFM 470DCFM 470CFMI "' 104 0 LOUNGE - WpMET'S VAV FI - X 3-5 I� � SD-1 i 107 , _; 105 `� 460 CFM SID 275 CFM I `> Ii - EG-1 ,' EG-1 IE 0 0 O 0 I = O = 200 CFM CFM x �F 4 O I 0c 4 FE61 � O = CV _ OUTPAT,�EIN,T �, 550CFMSU�1�-0BBY I - RG-1 � 102 1355 CFM AIRLOCK o o I _ TYP OF 2 SD-1 F FM I SD- 3 101 0 =x I EG-1 300UCFM % i 100 CFM I 0 0 O O 0 I 325 CFM I t; 4, MEN'S SD-1 I no ,CI �TO;ILET 275 CFM - 106 — I - -- _.. I Ex) J-- J 8"12" r:."x12" SD-1 SD-1 SD-1 70 CFM SD-1 470 CFM 470 CFM 0 I 0 0 0 470 CFM 0 .'I`. �,I-. GALLERY "0 "o I I 103 I I SD-1 I 16"x8" 550 CFM - I - -- - - - - - (T 5) - - - OF_ In n n C In - C O RTU-3, MECHANICAL - PARTIAL FLOOR PLAN (SPACE HAS NO AHCA REGULATED ROOMS) SCALE: 3/16" = 1'-0" ___J. —Q ISTING j TOILET/ - { C PATIENT 1<. CHANGE 1 - 193 0 l i MECHANICAL LEGEND M Z Z EASTING CEILING DIFFUSER/GRILLE (LAY -IN) SD ExIS11NG RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION M SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN LA W ExHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90° ELBOW WITH TURNING VANES 45° ELBOW WITH TURNING VANES �l SPIN -IN FITTING SPIN -IN FITTING WITH DAMPER FLEABLE DUCT CONNEC1ON FIRE DAMPER FIRE/SMOKE DAMPER VOLUME DAMPER fir-- DIRECTION OF AIR FLOW OT TEMPERATURE SENSOR / THERMOSTAT W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) r� ROUND DUCT DIAMETER (INCHES) EQ EQUIPMENT TAG NO MECHANICAL GENERAL NOTES 1. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EAST1NG ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EAST1NG SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED TO MATCH ExIS11NG. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EAS11NG MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EAST1NG DUCT INSULA1ON IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EAST1NG FLEABLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEABLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. MECHANICAL KEY NOTES DPROVIDE ACCESS PANEL IN DUCT TO FACILITATE CLEANING ` OF AIRFLOW MEASURING DEVICE IN RETURN VAV BOX. REFER TO DETAIL #8 ON M5.1. TYPICAL OF ALL RETURN VAV BOXES (SEE SCHEDULE ON M4.0) DTYPICAL RETURN FILTER GRILLE. REFER TO AIR DEVICE SCHEDULE ON M4.0. REVISIONS BY AHCA COMMENTS 03. 18. 11 MWW CLIENT CONTRACTOR REV. & PERMIT 03. 18. 11 CLAMFICATION AIR FLOW MEASURING DEVICE MAINTENANCE 0SB f, Few _G LZ ro �I Q E �---. o C w � y ti g U • ti X ¢�� � 00 Q, 0 ✓ c l; R E �il�n a�0��., p;U� C.: di Q a1.rn oornr��� �w o °< �o 0 oL: m€ El Z C c ❑ �caQ s im � 0 C: z� C W W E Co E ULL8 �a ) U m Z U m� L) C > Nd Q CO uJ m° m �0uJ oCo a ❑ `a �U _V Z N v J .� ° U m Lo •y L M � � M v v- X- Q N v L U 0 a w � LO = y M s °a Q oo >. 0 M a a � m N O Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M 2. 2 MECHANICAL GENERAL NOTES 1. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EASTING ROOF PENETRATION NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND SEALED. 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN EASTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED / REFINISHED TO MATCH EASTING. 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN ExIST1NG MAIN DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR SHALL PATCH AND SEAL THE MAIN DUCT PER THE SPECIFICATIONS. 4. WHERE EASTING DUCT INSULATION IS DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT INSULATION PER THE SPECIFICATIONS. 5. WHERE EASTING FLEABLE DUCT SUPPORTS ARE DAMAGED OR MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR REPAIR THE FLEABLE DUCT SUPPORTS PER THE SPECIFICATIONS. 6. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL VOLUME DAMPERS ARE ACCESSIBLE. MECHANICAL KEY NOTES MECHANICAL LEGEND ® Z ® EASTING CEILING DIFFUSER/GRILLE (LAY -IN) SD EASTING RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION SUPPLY DUCTWORK TRANSITION UP OR DOWN RETURN DUCTWORK TRANSITION UP OR DOWN L ExHAUST DUCTWORK TRANSITION UP OR DOWN DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES 45' ELBOW WITH TURNING VANES Jul SPIN -IN FITTING SPIN -IN FITTING WITH DAMPER FLEABLE DUCT CONNECTION O1 CONNECT 12"0 EXHAUST DUCT TO 6' LABCONCO CANOPY —� FIRE DAMPER HOOD MODEL #7099000. BALANCE HOOD TO 425 CFM. POSITION HOOD OVER SCOPE MACHINES. —� FIRE/SMOKE DAMPER 2 CORRDINATE T F' F T V E I VOLUME DAMPER 3 PROVIDE ACCESS PANEL IN DUCT TO FACILITATE CLEANING �- DIRECTION OF AIR FLOW OF AIRFLOW MEASURING DEVICE IN RETURN VAV BOX. REFER TO DETAIL #8 ON M5.1. TYPICAL OF ALL RETURN VAV BOXE TEMPERATURE SENSOR / THERMOSTAT 4 (SEE SCHEDULE ON M4.0) O O4 TYPICAL RETURN FILTER GRILLE. REFER TO AIR DEVICE W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES) SCHEDULE ON M4.0. r"i ROUND DUCT DIAMETER (INCHES) _EQ__1 EQUIPMENT TAG h— I JU—L r �� K EXISTING EXIT CORRIDOR NO 75 CFM 340 CFM)';1'dPASSAGE t 172 118 t RG-1 EXISTING EXISTING PROCEDURE EXISTING °; 3 M I I PUMP ROOM j ELEC. ROOM PROCEDURE { 175 (174 I ! 4 4 1. SWS-1 173 SWS-1 & 176 _._ CLEAN I & SWR-1 1-I SWR-1 600 L SD-2 LINEN 150 CIFI CFM i� SD-2 1� 500 CFM i i 0 188 - L 310 CFM - - - ----- j z SD-2 Rwr1 STOR. 1, 450 CFM CORR187 35 FM 187 N X C + I - RG-1 T 186 SD-2 a _04 l --- VAV J _ - -1 _ - _ _ x 425 CFM - _F -- - _ - — -- - -- - --- 35-_CFM 0 4 8R 75 CF I _J / I i VAV VAV I 1 {, 14"x14" 4-7 = 4-7R ----- -- — I IL40 EXP NDED X 4 EXISTING CORR. - 4-8 1 SD-2 SID 2 $ SD-2 O - - - ----HOOD--SCOPE__50 ( F 310 F REC VERY � 10 CF 3 177 SD- Q 5 CF ROOM-- - 1 189 �.( 130 CFM i V4 1 I r 185 B" li RG-1 X I 4 -9 I 475 CFM RTU-4 EXISTING ,'� 12"x10" II SD—L - j I RM # ROOM AIR AREA CEILG ACH CA ACH TOT CFM CA CFM TOT CFM CA CFM TOT RET EXHAUST TRANSF. NET REMARKS — PROCEDURE178 \ C? I 320 CFM I OLD NAME FLOW SF HT REQ REQ REQ REQ DESIGN DESIGN DESIGN DESIGN DESIGN CFM 0 SD-2 �\\ —� SD-2 173 EXISTING ELECTRIC ROOM 0 50 10 0 0 0 0 94 600 600 0 0 0 0 SC ��,, i STAFF 310 CFM RG- 425 CFM I 00 I I 174 EXISTING PUMP ROOM 0 50 10 0 0 0 0 24 150 150 0 0 0 0 350 I 1, TOILET /� VAV I x I 175 PROCEDURE #4 180 10 3 15 90 450 71 450 375 0 -75 0 75 CFM TO #177 _ - - CFM � I SD-2184 \ �f� 4_2 -- -- 176 EXISTING PROCEDURE #3 + 195 10 3 15 98 488 79 500 425 0 -75 0 75 CFM TO #177 /1 .• i _ j C)T I 425 CFM D_2 75 FM FROM #175, 176, 178, 180; T #179, 183, 18"x 6" 310 I : 177/181 CORRIDOR 0 365 10 0 2 0 122 63 400 475 0 75 0 185. n " y y F o N CFM \- SD-2 VAV SOILED W 2 II 178 EXISTING PROCEDURE #2 + 170 10 3 15 85 425 67 425 350 0 -75 0 75 CFM TO #177 _ _ EXISTING I 179 SOILED WORK ROOM - 80 10 0 10 0 133 33 210 0 285 75 0 75 CFM FROM #177 AV G-1 I 310 CFM I VAV 4-1R ROOM 4-g 5 CFM I 24"z20" \ N�L, x R4 STOR. 180 EXISTING PROCEDURE #1 + 165 10 3 15 83 413 67 425 350 0 -75 0 75 CFM TO #177 _ N I 1 190 )6I 183 JANITOR - 35 10 0 10 0 58 0 0 0 75 75 0 75 CFM FROM #177 — - — — t - SD- 184 STAFF TOILET - 44 10 0 10 0 73 0 0 0 75 75 0 75 CFM FROM #189 _ 6 n n n RG 185 SCOPE ROOM - 165 10 0 10 0 275 67 425 0 500 75 0 75 CFM TO #177 x' 120I \14x14 12x12 *' y \ I I l 5 CFM 186/191 CORRIDOR #4 & EXIST CORR 0 200 10 0 2 0 67 16 10- 0 0 -100 0 100 CFM TO #189 5D- ,\.J�_-_= - EXISTING l �'`-- VAV 2 - 187 GENERAL STORAGE 0 25 10 0 0 0 0 6 35 35 0 0 0 0 FM �1`` -- EXISTING e I- TOILET/ EG-1 {� VAV -' CORR. K_ 4-3 PATIEN 188 CLEAN LINEN + 25 10 0 4 0 17 12 75 0 0 -75 0 75 CFM TO #189 4-5 191 1 s 75 FM FROM #188; T #184, 193, 194, 100 FI E 2 5 CFM 7 T VAV r X I 189 EXPANDED RECOVERY 0 1330 10 2 6 443 1330 441 2800 2750 0 -50 0 FROM #186/191 n n 194 4-4R ` o SD-2 ,.� 190 EXIST. STORAGE 0 20 10 0 0 0 0 4 25 25 0 0 0 0 EXISTING RG-1 50 CFM - 192 DOCTOR'S DICTATION 0 75 10 0 0 0 0 27 170 170 0 0 0 0 -� 1EXISTING CORK. SD -2 1 QR, S-170--- - _- _ - N CONSUCT�I SD-2 �I 193 EXIST. TOILET PATIENT CHANGE - 60 10 0 10 0 100 4 25 0 100 75 0 75 CFM FROM #189 ¢ I PROCEDURE 181 x 135 CF DICTATION ! x, 195 10 CFM ' 194 EXIST. TOILET PATIENT CHANGE - 60 10 0 10 0 100 4 25 0 100 75 0 75 CFM FROM #189 x -- CFM ,: D 180 SD-2 1�EG-1 x 11g2 SD- S�-2 SD-2 & :> VAV 195 CONSULT #1 0 55 10 0 0 0 0 29 185 185 0 0 0 0 v 425 CFM �\5 CFty( ao SD-2 25 C 25 CFM ? RG-1 4-4 196 CONSULT #2 0 50 10 0 0 0 0 29 185 185 0 0 0 0 170 CFM TOTALS: 1135 7210 6075 1135 185 CFM 0 0 RG-,16"x16" 16"x16" 26"x26" I RTU-4 AHCA AIR BALANCE 350 CFM JAN. —_ O SCALE: 3/16" = 1'-0„ VAV =- - - 4-5R `�183; '! 12"x10" EG-1 VAV VAV 4 4 -- - ----� '=--�--=-� 1,-_. EG-1 W6 x�_-100 CFM ,a Gr`CAA 4-3R 4-2 RI I I RY CHANGE -- ----- `_.I `.I: 310 CFM _ ,Ic ,Ic 193 0 RG-1 1375 CFM SD-1 (TYP. OF 2) 1 �� I �� I 20"x2O" 550 CFM (TYP OF 5) O 0 0 RTU-4. MECHANICAL - PARTIAL FLOOR PLAN SCALE: 3/16" = 1'-0" s E N Vry No 51871 � � e P REVISIONS BY CUENT CONTRACTOR Z�LREV. & PERMIT 03. 18. 11 VTK FLOW MEASURING DUCE MAIN,ENANcE DSB f, > � CO ~ U F O Lc] o a ti ti 3 Ln o�Lr) Fti00 Cn Cry E � 0 L U U F 5 � a U o 03o cu mw �a m �0 � o " .. E n O p� U c� C C co E w E Y D U Z � m U m9 f0 `? 7 N N o u 'D d� Q a Cu C o= uJ ui m a E. 2 `r MU 0 _Z N v J O U-) •� V m M O 7 M v v' °x" Q N ° w U v 0 LLL IL)� Q La ° y M s Q a 00 O M IL N 4 0 J L L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M 2. 3 s<_ -`I - 22"x22" 1 �I BD 5a I j SD-3� 1000 04 CFM N SD- j N 1000 CFM N D-3 N SD-3 1000 FM CFM' I BD 5b D-3 I I SD-3 II 000 1000 II CFM; EXISTING >X COMPUTER SD-3 N ROOM / 1000CFM > - SD-3 N 1000, _ t x CFM "I `� BD - RTU I 5c 22"x22" i ILL LION RG=1 1300 CFM CE (TYP. OF 6) oSERVER ROOM RTU'S - PARTIAL FLOOR PLAN SCALE: 3/16" = V-0" RQ-1 25 MECHANICAL LEGEND ® ® ® EASTING CEILING DIFFUSER/GRILLE (LAY -IN) SD RG EG EXISTING RIGID DUCTWORK TO BE REMOVED NEW POINT OF CONNECTION rr an SUPPLY DUCTWORK TRANSITION UP OR DOWN a RETURN DUCTWORK TRANSITION UP OR DOWN _ . (LZ WJ ExHAUST DUCTWORK TRANSITION UP OR DOWN I I I(- -. DUCTWORK CROSSOVER OR CROSSUNDER AT THE MECHANICAL CONTRACTOR'S DISCRETION 90' ELBOW WITH TURNING VANES EG-1 :: • I:; :' ...: '.. •..` .. .: , .:•'; :,:; 45' ELBOW WITH TURNING VANES ,es CFM ERGENCY _ SD-2 I R SPIN -IN FITTING e5 OFM 142 ' • . •... _-. .. •... • ••..' ••_.,��.�;.�_._I �__�..�-- - � SPIN -IN FITTING WITH DAMPER EAST ENTRY X10• I 16' „ CORRIDOR 244 r 71 J �� FLEABLE DUCT CONNECTION FIRE DAMPER _ IIREucROOM { ! �� FIRE/SMOKE DAMPER tee ��' ' tea EC-CFM- TDOSTING RAINING 8175 I _ I � VOLUME DAMPER _L.WR-c.,_ I;-_-_ l�11i1 14•m ' �iiI•lI IIl`— -EXISTN—G �- S—- GDOSTING �I.. ---- �-- f -TOILET -2 �+ '� ,V � ------ -�-°• ,- - -_._-.._ - — �— T _ •I I� j - I �O DIRECTION OF AIR FLOWIaDiEWIPMENT � STORAGE G�F ,e, DOSTIN¢ ,•m 975 CM JNTEMPERATURE SENSOR THERMOSTAT �B-150-A, J ------ 2 r 200cFM 71 IGO =__�-- W x D RECTANGULAR DUCT WIDTH x DEPTH (INCHES ) 1 GENERAL I' I< J ' I SD-1 SD-1 { EQUIPMENT RR SD-, 0-2W C-ffi0 - STORAGE I 24x24 C-no I I II T ROUND DUCT DIAMETER (INCHES) I I I I I EXISTING Wows ARE/, EQ 2 400 CFM 2 II lam- 17° e EQUIPMENT TAG CIF 1 --_. _ \ _�_ Lim t NO EMSTNG COWER EN( _ �.- --- I III - -20->ne• _ _ - l _' (®--'b ROOM _--- -_- 1-10 2rr I I r- - �CR LAIR fI 2M0 ,Zno I � BD BACK DRAFT DAMPER R I_tUli o003 ------ L 220 CM 1000ICI �,f MECHANICAL GENERAL NOTES 21SRc- so- CFM �Ic I I I I i „o CFM - (TYP2.` OF (:290 -- 340 CFM I I - n 000 ,o00 11 11 I so-1" „ �, �'�, l I _2 `" ��0 II L-I I I 1. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN — I Ir— — ----- ��I I SD-1 - - i ExIS11NG ROOF PENETRATION NOT TO BE RENOVATED, THE t6i12---���-� 'ai10 4� �{ MECHANICAL CONTRACTOR SHALL ENSURE THAT THE ROOF ! � e - 24x241 Le75' I' 2 EbS11NG 13 `� - - - - - - �Z r 71 I ply C ; 000 PENETRATION IS COVERED WITH A WEATHERPROOF CAP AND ' I 12°0 I looq j � b EXISTING .CORRIDOR = � � J I 1 I �. Zox1e• _ - � ¢ 1Y',ee b b _.- hl-11_._.-� . Ali -- -- - - I', - - SEALED. I; �_3 COMPUTER rr S � 1 i I r -- -- -- ,ex1r oFFicE' - - , - o00 1� ROOM 1 D�J� I+�1ia I Bso1'IC'�I _ — _--- ----- _ _. - -- ---- --- s. - ! 21 2. WHERE HVAC SYSTEM COMPONENTS ARE REMOVED FROM AN nr +ex14• 1e•m EIOsnNG EIOsnNc STERILE CORK. OFFICE OFFICE aFFTc 111 I I I EASTING SURFACE NOT TO BE RENOVATED, THE MECHANICAL CFM1�2°° �'" 215 0Fti II J !, �o '� p 1e4 '°° u :I I CONTRACTOR SHALL ENSURE THAT THE SURFACE IS REPAIRED RR - ,00 CFM _ �, I l e 241 24x3 24x3 I +.j j 8 ! / REFINISHED TO MATCH EASTING. to to II ;II 2r.rr-- li—'`L' - -- _----��- Ills I' I -- _ I I 24•x24• , __�`� �- - ' - ` ' --Alx,,isaoN` �',-- - - dEAN� 118 '-` - �1 3. WHERE BRANCH DUCTS ARE REMOVED FROM AN EASTING MAIN 22 I -- = - - - r ---- "� °SCE (T`I OF e) I j - ( DUCT NOT TO BE DEMOLISHED, THE MECHANICAL CONTRACTOR 25 CFM ��+■. 1 I I I �1122 I I I SHALL PATCH AND SEAL THE MAIN DUCT PER THE I SOILED I SPECIFICATIONS. HOLDING I 75 CFM'',MED PREP/ 75 CFM I SD-2 I I SD-2 I I34 EG-, jMED STOR 75 i SD-2 SD-2 SD-2 SD-2 183 CFM ---- "� -"°"-- 1� �- : -!� 400 `"I 400 `'' 400 CFM I 4. WHERE EASTING DUCT INSULATION IS DAMAGED OR MISSING x RO-1 I r, —� j'_- ----- U f_' ' dNG f� r I �I I�1 I . t THE MECHANICAL CONTRACTOR SHALL REPAIR THE DUCT 110 CFM INSULATION PER THE SPECIFICATIONS. - I CLEANI7CFM I � a c ,; � I I ® RECOVERY LINEN RECOVERY 31� j� _ 5. WHERE EASTING FLEABLE DUCT SUPPORTS ARE DAMAGED OR +EG-, SD-2 16 �_- _ I MISSING, THE MECHANICAL CONTRACTOR SHALL PROVIDE OR 550 CFM I b 800 CFM 75 CFM m 16•m 20•x20• Irx1r SD-2 - REPAIR THE FLEABLE DUCT SUPPORTS PER THE soo CFM it _ TOILET101 R�1 SPECIFICATIONS. ® I.50 ,szs 2 ,30o CFM - - --- I( I �D`'' 6. ROUTE ExHAUST AND OUTSIDE AIR DUCTWORK ABOVE ALL ritEr - j I ` 20• 1ex14• 1exiY TOILET EG-1 ' 7S�qlill I SD-2 _ _ _ ++e 100 OTHER HVAC SYSTEM COMPONENTS WHERE POSSIBLE. 25 1HOLDING _y_ 14•x,4•�/j----_'--..= - _ 100MEO-1 50 CFI/ I SOILED ,� ® 1 i PATIENT' I ! - _ _� a , CFM , ui'' ® cH I 7. THE MECHANICAL CONTRACTOR SHALL ENSURE THAT ALL ,�J --•- -- -.2 Ir =:.rs120 �z1 2s CFM . e• m ,a•n4 r. _ _���_ .__. -. _ _ ::____._: _ _ VOLUME DAMPERS ARE ACCESSIBLE. II 25 ! SD-2 I I RG-1 SD-2 EO-1 80 2 1 30 CFM 40D CFM SD-2 4Op f 78 CFN 340 CFM EX1SlING EXIT CORRIDOR PASSAGE 172 — — TOILET �,.Toiluu CFM +,e I ® cE14ERAL------- - MECHANICAL KEY NOTES +� — 130 ` CFM RC.-1 PROCEDURE EXISTING ®I EXISTING `�{ EXISTING n� PUMP ROOM MECHANICAL ROOM i PASSAGE ,4 Zrx1M i S1TxtAGE I I PROCEDURE 0 �- LJ +75 174 SWS-1 173 SWS-1 ,ae so-2 ' - - - 176CLEAN & s25 CFM { b I_ — = -- = SD-2 LINEN 50 1 I �� '- I 3,SD--2 I O PROVIDE ACCESS PANEL IN DUCT TO FACILITATE CLEANING ---•— ---- ------L- -- - - -. ,7a cFu ^_I ! I _ TtC-1 SID �; 500 GFM tee I DIRECTOR OF , 2 I r-- -- -I ---- 150 50 CFM . -----.. i. FSD-2 ,, - cE> OF AIRFLOW MEASURING DEVICE IN RETURN VAV BOX. REFER 4 Ic NURSING , 2 ! 17 _ l +5o CFM STING 'n'I TO DETAIL #8 ON M5.1. TYPICAL OF ALL RETURN VAV BOXES / _ (SEE SCHEDULE ON M4.0) • I _ 14• a m I' CFY _, ,� ' 5 C _ - /---2 SD-2', SD-2 SD-2 R2, PASSAGE OFFICE INI I42s CFM - / 3SCM� _f • s3 � _ 300 �'" �-' 100 100 I "° II' x BUSINHSS I ® I O TYPICAL RETURN FILTER GRILLE. REFER TO AIR DEVICE L I ' 'OFFIG I �K\ Li OFFICE 175 2 ELEC.r- EXISTING CORK. 2 ExPED so-2 II SCHEDULE ON M4.0. _— —� — —1s— I_- . _ a 1 tTI T \ - SCOPE b0_ 310 - - g ,ee ° 14'1 4 i ;' SD- 2 I Y n; I 47S CFM �I x ®I I 0 OFM 24 zle' .3 28•de• 340 CFCFM 20•x1e• I1 87S CFM _I L. - - - I EXISTING +, CONSULT�PROCEDURE OFFICE -- RG-1 16•xto• 850 CFM sD - - - sD-2 RO-1 I 1353 __ RG- 25 CFM ,R.., AFF S10 I y, I I �� 215 �® kCri RO-, I I s5o , y. _ MST ff ' r ..I I b I I_r� CFM LT 1355 CFM 1205 SD-, I T '�._ I, CFI/ Ti 18• e• 310 I� m 2 OFFICE J p ,oe so-2 � j` . - - - - 300 CFM SD-2 ; { - - - - - _ a SOILED �n I CFM 250 CFY EXISTNG I --- T -1 I ® 5 � I 24•x20• � � ac \ W}x-I STOR. I b IFF---sss—s- __- - _--- 475 CFM y I ._ - - 30•x10• 211 TYP OF 2 R0- CONFERENCE - _ _ ADMITTING TRAINING Wi / x 2�L�tp� SD-1 SD-, 0 CFM '�I ,04 LOUNGE S ® I x' LNG . ® PF�TITENT I L - j �. -• �r j nor 70 CFM 70 CFM 470 CFN I ,06 5 CFM*'•'- } ?)¢ so-, . `480 CFM -... tw E11 275 I EG-1 EO- EXISTING CORK G SD-2 '5 =1 t70 �` - -- a, 20o CFM 175 I :PROCmU to ?� 4 TNCTAnoN tCONsulr 10-2 {{I' 2 L +eo SD-2 FG-+ t92 �2 so- SD-2 k 425 <t, �I OUTPATIENT I iV I r175 170 CFM RG-1 ® ( I RG-, SURGERY LOBBY I RC-, I v 185 550 CFM ia@ I 1355 CFM SD- I RC-i '-"1Mx1e' .'itv ,e•xte; I b I TYP OF 2 350 CFY )AN• ,y - 2B• I It (i m� �,,I 'b I EC-1 300 CFM 100 CFM MENIS SD-1 TOILET EG-1 37S CFM T- -- — toe 2 -- - --- EG-1. ,0 CFM RO-, ® INC _ I L a : 185 CFM 18•xtr--1ax1r ---- der- EXISTING ' SD-21 SD-, SD-, SD -,-TOILET/ - I: CONSULT 1� 1 70 CFM SD-1 470 CFM 470 CFM CHANCE �PATIENT �� __�I 2 I -- ------- GALLERY IW RO-1 310 CFM 470 CFMI Iwo 1W SD-1 1375 CFM I'll 20•x20 ,exe• 5w CFM OF OF 2) -- - - — __ ❑ ❑ —I a " it — �I ❑ n ❑ Q = B 9 19 9 r �o—_ — ..........o - - _ MECHANICAL - OVERALL FLOOR PLAN .0 � O = SCALE: 3/32" 1'-0" �� �•_ F1 I �� AlAa Q� BY MENTS 11 MWW FREVISIONS RACTOR PERMIT . 11 CLAMFICATIUN AIR FLOW MEASURING DEVICE MAINTENANCE DSB , 4O Cn �- E I O N 2 ti gCIA cii y 3 . ox7\1 CO 0 A A � a oar O U] Wa c �w 0 0< xa co �y D 0 m€ E O pt g . z M LL= C O p Q o' U c m oT c 00 , c W (0 V) m E 8 N U D U Z aI m C -v M > v 2 U C ID m m w st 1a MU U Z (V O_ •� U (D Lr) s` M � � M v v- CL Q N v w U v m _ U O L_J v 1- Q W m Lei (� M s Q a OD >' O �_ M a a LL N 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M2.4 4 4 �® d c FAN SCHEDULE MARK EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK GREENHECK MODEL NUMBER GB-091-4 H-GB-071-6 GB-081-6 GB-141-3 GB-071-6 GB-081-6 GB-101-4 CFM 720 75 475 1875 250 700 1135 Q EXTERNAL STATIC PRESS. (IWG) 0.5 .25 0.5 0.5 0.5 0.5 0.5 AIR DISTRIBUTION SCHEDULE MARK CFM NECK SIZE FACE SIZE DESCRIPTION SD-1 0-100 6"N 12"x12" SUPPLY DIFFUSER 101-200 8"N 12"x12" BASIS OF DESIGN: TITUS OMNI-AA MATERIAL: ALUMINUM 0-100 6"N 24"x24" COLOR: WHITE 101-200 8"N 24"x24" 201-325 10"N 24"x24" 326-470 12"N 24"x24" 471-640 " SD-2 0-100 6" 24"x24" SUPPLY DIFFUSER BASIS OF DESIGN: TITUS TMS-AA MATERIAL: ALUMINUM 101-200 8" 24"x24" 201-325 10" 24"x24" COLOR: WHITE 326-470 12" 24"x24" 471-640 " SD-3 0-2000 22"x22" 24"x24" SUPPLY DIFFUSER BASIS OF DESIGN: TITUS 50F MATERIAL: ALUMINUM COLOR: WHITE LFD-1 0-110 8" 24"x24" LAMINAR FLAW SUPPLY DIFFUSER BASIS OF DESIGN: PRECISION AIR PRODUCTS SS-LAMI-VENT MATERIAL: STAINLESS 111-220 8" 24"x48" 221-340 8" 24"x72" FINISH: #4 LWR-1 0-1100 24"x18" 26"x24" LOW WALL RETURN GRILLE BASIS OF DESIGN: TITUS 350RSF1-SS MATERIAL: STAINLESS STEEL FINISH: #4 RG-1 0-350 10"x10" 12"x12" RETURN GRILLE WITH FILTER FRAME BASIS OF DESIGN: TITUS 50FF MATERIAL: ALUMINUM GRID OUTER BORDER HEAVY EXTRUDED ALUMINUM, 0-1880 22"x22" 24"x24" COLOR: WHITE NOTE: 7, 8, AND 9 EG-1 0-350 10"x10" 12"x12" EXHAUST GRILLE � x Xi x J� GRID BASIS OF DESIGN: TITUS 50F MATERIAL: ALUMINUM 0-1880 22"x22" 24"x24" COLOR: WHITE SWS-1 0-200 8"x6" 10"x8" ID WALL UPPL BASIS OF DESIGN: TITUS 300FS MATERIAL: ALUMINUM 201-650 14"x10" 16"x12" COLOR: WHITE SWR 0-200 8"x4" 10"x6" SIDEWALL RETURN _1 SWEG 1 BASIS OF DESIGN: TITUS 350FL MATERIAL: ALUMINUM 201-650 18"x14" 20"x16" COLOR: WHITE NOTES: 1. NOISE CRITERIA SHALL NOT EXCEED 25. 2. LFD-2 TO HAVE DUAL CHAMBER DESIGN. REMOVABLE FACE PLATE MUST BE CLEANABLE (FRONT AND BACK) WITHOUT REMOVAL OF EQUALIZING BAFFLES. 3. PROVIDE A TITUS TRM PLASTER FRAME OR AN APPROVED EQUAL FOR EACH LAY -IN AIR DEVICE IN A PLASTER OR GYPSUM -TYPE CEILING. 4. THE RUN -OUT DUCT SIZE FOR EACH SUPPLY DIFFUSER SHALL BE THE SAME SIZE AS THE NECK UNLESS OTHERWISE NOTED ON PLANS. THE RUN -OUT DUCT SIZE FOR EACH RETURN/EXHAUST GRILLE SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED ON PLANS): PROVIDE SQUARE TO ROUND TRANSITIONS AS REQUIRED. CFM DUCT DIAMETER CFM DUCT DIAMETER 0-100 6"0 481-600 14"0 101-220 8"0 601-1200 22x10 221-350 10"0 1201-1880 22x14 351-480 12" m 5. PROVIDE MINIMUM OF �" FIBERGLASS WITH FOIL/SCRIM VAPOR BARRIER. - I P 7. P OVID HINGE T B M CHANIS 0 A L W E S REMOVAL OF GRILLE FROM FILTER FRAME AND QUICK RELEASE FASTENER. 8. PROVIDE STICKER ON GRILLE FRAME WITH NOTE _ "FILTER INSIDE -REQUIRED CHANGING PERIODICALLY" 9. PROVIDE 1" FILTER FOR EACH GRILLE.. PACKAGED ROOF TOP UNIT SCHEDULE MARK RTU-1 RTU-2 RTU-3 RTU-4 RTU-5a,5b,5c UNIT TYPE DX DX DX DX CAV / DX MANUFACTURER TRANE TRANE TRANE TRANE TRANE MODEL NUMBER SXHLF30 SXHLF30 SXHLF25 SXHLF25 TSC-120 SUPPLY AIR (CFM) 11550 7775 8825 6985 4000 OUTSIDE AIR (CFM) 1270 2125 700 910 200 Q FAN MOTOR 20 HP 15 HP 15 HP 15 HP 3.07 (BHP) � GROSS TOTAL COOLING CAP. (MBH) 364.4 358.25 307.4 305.8 274.78 j NET TOTAL COOLING CAP. (MBH) 309 327.4 273.4 276 - GROSS SENSIBLE COOLING CAP. (MBH) 289.7 231.2 217.3 194.8 207.78 � Q Y NET SENSIBLE COOLING CAP. (MBH) 234.3 200.4 18.3.3 165 - ENTERING AIR TEMP. 'F (DB/WB) 77/64 79.0/67.0 76.0/65.0 77.5/66.7 80.0/67.0 LEAVING COIL AIR TEMP. 'F (DB/WB) 54.0/53.2 51.8/51.6 53.4/53.2 54.4/52.5 60.23/57.93 HOT -GAS REHEAT YES YES YES YES - REFRIGERANT R410A R410A R410A R410A R410A PRE FILTER 30� 30� 30% 30� 2" FINAL FILTER 95% 95% 95% 95% MERV 7 EXTERNAL STATIC PRESSURE (IWG) 3.05 2.75 2.25 2.75 1.65 UNIT WEIGHT (LBS) 6786 6786 5951 5951 Q123 ELECTRICAL SERVICE 460/3/60 460/3/60 460/3/60 460/3/60 460/3/60 a � a MCA (AMPS) 85.97 79.8 70.75 70.8 24.4 o MOCP (AMPS) 110 100 90 90 35 w ENERGY EFFICIENCY (EER) 10.1 10.1 10.3 10.3 11.0 1. PROVIDE RTU-1, 2, 3, & 4 WITH VARIABLE FREQUENCY DRIVES. 2. THE SUPPLY AIR SMOKE DETECTORS TO BE PROVIDED BY ELECTRICAL, INSTALLED BY MECHANICAL, AND WIRED BY ELECTRICAL. 3. PROVIDE SEPERATE POINTS OF CONNECTION FOR SUPPLY FAN AND COMPRESSOR SECTIONS. ELECTRICAL SHALL PROVIDE DISCONNECT SWITCHES AND GFI CONVENIENCE OUTLETS. 4. PROVIDE CONTROLS WITH A DEHUMIDIFICATION MODE, DUAL COMPRESSORS WITH DUAL CIRCUIT HOT -GAS REHEAT, AND PRIMARY CIRCUIT HOT -GAS BYPASS FOR RTU'S 1 THROUGH 4. 5. PROVIDE, CONDENSER COIL GUARD, FACTORY FULL -PERIMETER ROOF CURBS, FULL-SIZE CONDENSATE DRAIN LINE CONNECTIONS, HIGH -EFFICIENCY MOTORS AND HIGH STATIC DRIVES, HINGED ACCESS DOORS, LOW AMBIENT OPERATION, MOTORIZED OUTSIDE AIR TRAQ DAMPERS WITH RAIN HOODS, AND STAINLESS STEEL CONDENSATE DRAIN PANS. 6. CUT THE ROOF DECK FOR DUCT DROPS AND HURRICANE STRAPPING (SEE DETAILS) ONLY. INSULATE THE INSIDES OF THE ROOF CURBS AND ROOF DECK WITH TWO LAYERS OF ACOUSTICAL INSULATION TO PREVENT CONDENSATION AND SOUND TRANSMISSION TO OCCUPIED SPACES BELOW. 7. PROVIDE PROTECTION FOR EACH UNIT INCLUDING, BUT NOT LIMITED T0, AN ANTI -SHORT -CYCLE TIMER FOR EACH � COMPRESSOR, HEAD PRESSURE CONTROL, HIGH PRESSURE CONTROL (MANUAL RESET), AND LOW PRESSURE CONTROL Z THETMECHAN CAL 8. CONTRACTOR MUST OBTAIN SUBMITTAL APPROVAL FROM BOTH THE ELECTRICAL AND MECHANICAL ENGINEERS BEFORE PLACING THE FINAL ORDER. 9. RTU-4 REQUIRES SIDE -RETURN ARRAINGMENT. SEE ROOF PLAN SHEET M3.0. 10. BOTTOM OF OUTSIDE AIR INTAKE OPENING MUST BE A MINIMUM 36" ABOVE THE TOP SURFACE OF THE ROOF LINE. 11. PROVIDE DISCONNECT MOUNTED TO UNIT, WITH EXTERNAL MEANS OF DISCONNECT FOR ALL UNITS. 12. PROVIDE MAGNAHELIC DIFFERENTIAL PRESSURE GAUGES 0-2" ACROSS EACH OF THE FILTERS. 13. ALL EXHAUST FANS IN EACH SMOKE COMPARTMENT SHALL SHUT DOWN UPON MANUAL OR AUTOMATIC SHUT DOWN OF ASSOCIATED RTU/OAU SERVING THAT SMOKE COMPARTMENT. ALL UNITS IN EACH SMOKE COMPARTMENT TO BE INTERLOCKED TO SHUT DOWN AT THE SAME TIME. 14. SEE DETAILS SHEETS FOR UNIT CONFIGURATION. SUPPLY VAV SCHEDULE MARK VAV 1-1 VAV 1-2 VAV 1-3 VAV 1-4 VAV 1-5 VAV 1-6 VAV 2-1 VAV 2-2 VAV 2-3 VAV 3-1 VAV 3-2 VAV 3-3 VAV 3-4 VAV 3-5 VAV 4-1 VAV 4-2 VAV 4-3 VAV 4-4 VAV 4-5 VAV 4-6 VAV 4-7 VAV 4-8 VAV 4-9 AREA SERVED RM #143 RM #144 RM #145 - - - - - - - - - - - - - - - - - - - - � MANUFACTURER TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE TRANE o MODEL NUMBER VCE-14 VCE-14 VCE-14 VCE-12 VCE-12 VCC-10 VCE-16 VCE-12 VCE-16 VCE-14 VCE-12 VCE-10 VCE-10 VCE-16 VCE-10 VCE-14 VCE-10 VCE-08 VCE-08 VCE-08 VCE-08 VCE-08 VCC-10 � MAXIMUM CFM 2500 2500 2500 z � OCCUPIED CFM 2100 2100 2100 1685 1645 720 3185 1435 3155 2430 1870 825 950 2750 1145 1920 1005 590 425 425 500 450 720 � MINIMUM UNOCCUPIED CFM 1600 1600 1600 785 785 165 1400 940 1120 1200 940 450 450 1260 660 880 450 315 345 345 345 345 165 '�'�' ELECTRICAL SERVICE 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 - 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 480/3/60 ~ KW/STAGE 7 7 7 5 5 - 10 6 10 8 6 3 3 9 4 6 3 2 1.5 1.5 1.5 1.5 - z REVISIONS BY CLIENT CONTRACTOR REV. &PERMIT I d FINAL FILTER WITH MAGNEHELIC MICROMETL - "MICRO -HOLD" SYSTEM DIFFERENTIAL PRESSURE GUAGE 6„ MINIMUM 16 GA GALVANIZED STEEL. PROVIDE MINIMUM (4) PER UNIT. PRE FILTER WITH 0 ENSURE THAT THERE IS NO MORE THAN A 2'-0" GAP WITHOUT BRACKET. FILTER WITH MAGNEHELIC O MAGNEHELIC 10 11 70 DIFFERENTIAL PRESSURE GUAGE 0 FIELD FABRICATED HOLD DOWN ALUMINUM HOUSING IFFERENTIAL PRESSURE 0 MINIMUM 16 GAGE GALVANIZED m O O O 0 GUAGE PD PD PD SEALANT STEEL, MINIMUM 6 INCHES WIDE. 0 ATTACH TO UNIT RAIL WITH (4) BIRD SCREEN MODULATING AND FACTORY -INSTALLED 0 GASKET AND GALVANIZED #10 x 1/2" TEK AIRFLOW TRACKING o OUTSIDE AIR INTAKE. 0 0 SILICONE SCREWS WITH BARREL WASHERS FACTORY -INSTALLED O J ® BOTTOM OF OPENING O © 0 PER 11E DOWN. OUTSIDE AIR INTAKE.k-' o o TO BE MIN. 36" z c> J Z 3/8" S.S. BOLT WITH BOTTOM OF OPENING o U- ABOVE ROOF LINE o COUNTER FLASHING STRIP FLAT &LOCK GRAVITY DAMPER U.O.N. TO BE MIN. 36 W o o FAN ¢ o FAN ( ) ABOVE ROOF LINE O9 0 = z O9 0 1" RIGID INSULATION WASHER (TYP.) O z O PRESSURE -TREATED CL xo LL f xo GRAVITY BACKDRAFT DAMPER; ® ® WOOD NAILER STRIP FLASHING STE4ELTMHUR�R CANE STRAP, REFER TO SCHEDULE FOR REQUIREMENT � 3 sp 3 3 CANT STRIP 36" O.C., MINIMUM ROOF DECK SD O ROOF DECK S� � ATTACH HOLD DOWN TO ROOFING MEMBRANE TWO PER SIDE. FLASHING HURRICANE STRAP WITH 1/2 KEYED NOTES: 5 7 SLOPED 8 O KEYED NOTES: Q 8 SLOPED 5Q AND (8) #10 xBOLT SET D B A2RREELLKWASHERS ROOF INSULA1ON 3/8'BOLT WITH FLAT UN CANT STRIP ROOF DECK DRAIN PAN DRAIN PAN Q1 UNIT IDENTIFICATION PLATE SCREWED TO UNIT. Q1 UNIT IDENTIFICATION PLATE SCREWED TO UNIT. WITH BARREL WASHERS. & LOCK WASHER (TYP.) METAL DECKING COUNTER SUNK FLEXIBLE CONNECTION 20 DISCONNECT PROVIDED BY ELECTRICAL. U2 DISCONNECT PROVIDED BY ELECTRICAL. FACTORY CURB SHALL BOLT THROUGH 3 MECHANICAL CONTRACTOR TO FURNISH FACTORY CURB. ROOFING CONTRACTOR TO INSTALL. 3 MECHANICAL CONTRACTOR TO FURNISH FACTORY CURB. ROOFING CONTRACTOR TO INSTALL. BE NRCA APPROVEDMINIMUM TWO (2) PER SIDE, X2" DECK (TYP.) DUCT TRANSITION 18GAGE, AND ABOVE TOP MINIMUM ROOFING STAINLESS STEEL BOLT SETS OR 1/4"X3"X3" STEEL ANGLE 4 PATE PIPING FOR CONTROL FURNISHED BY MECHANICAL CONTRACTOR. DO NOT RUN IN POWER 4 PATE PIPING FOR CONTROL FURNISHED BY MECHANICAL CONTRACTOR. DO NOT RUN IN POWER O CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE PIPING PLUG FOR POWER CONDUIT. CONDUIT. ELECTRICAL CONTRACTOR TO PROVIDE PIPING PLUG FOR POWER CONDUIT. WELD TO STRUCTURAL SUPPORT - ON FOUR SIDES WITH OBTAIN APPROVAL OF 1 /4"0 X LENGTH AS REQUIRED 5 CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE STRUCTURAL STEEL 5 CUT HOLE IN ROOF ONLY LARGE ENOUGH FOR DUCT AND PROVIDE STRUCTURAL STEEL SET CURB ON TOP OF STRUCTURAL ENGINEER PRIOR TO O O S.S., FH, CSK, BOLTS WITH NUT SUPPORTS FOR DECKING. SUPPORTS FOR DECKING. METAL DECKING AND FASTEN DRILLING STRUCTURAL OR WELDING AND LOCK WASHER INTO DECK SECURELY TO ROOF STRUCTURE TO SUPPORT FRAME EXTEND ROOF MEMBRANE TO TOP OF CANT STRIP. © INTERNALLY ISOLATED FAN. © INTERNALLY ISOLATED FAN. AT 12" O.C., MINIMUM TWO PER SIDE. PROVIDE INSULATED CURB FOR MECHANICAL EQUIPMENT. 7Q MERV 7 (30%) EFFICIENCY FILTER SECTION. Q7 PROVIDE FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. his" THICK 2" WIDE STEEL HURRICANE STRUCTURAL SUPPORT FRAME PROVIDE DISCONNECT AND SPEED CONTROLLER UNDER HOUSING. MERV 14 (957.) EFFICIENCY FILTER SECTION. ® MERV 7 (30%) EFFICIENCY FILTER SECTION. STRAP 36" O.C. MINIMUM 2 PER SIDE. FOR UNIT AND DECKING AT FULL Q OUTSIDE AIR INTAKE HOOD TO BE MINIMUM 36" ABOVE ROOF SURFACE AT BOTTOM OF OPENING. Q OUTSIDE AIR INTAKE HOOD TO BE MINIMUM 36" ABOVE ROOF SURFACE AT BOTTOM OF OPENING. LENGTH AS REQUIRED. PERIMETER OF FACTORY CURB 10 PROVIDE PRE -FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. NOTE: PRIOR TO THE STARTING THE PROJECT, THE MECHANICAL CONTRACTOR SHALL 11 PROVIDE FINAL FILTER WITH MAGNAHELIC DIFFERENTIAL PRESSURE GAUGE 0-2" ACROSS THE FILTERS. PROVIDE THE SERVICES OF A STRUCTURAL ENGINEER WHO SHALL VERIFY THE CORRECT INSTALLA1ION AND ATTACHMENT OF EACH ITEM OF ROOF MOUNTED EQUIPMENT TO THE STRUCTURE IN ORDER TO WITHSTAND CODE REQUIRED WINDLOADS. O PACKAGED ROOF -TOP UNIT DETAIL (RTU-1,,2,4) JQJPACKAGED ROOF -TOP UNIT DETAIL (RTU-3.5) JO)IROOF-TOP CURB MOUNTING DETAIL J(DIROOF-TOP FAN DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DUCT 1@1DYNAMIC FIRE NOT TO SCALE CONDENSATE DRAIN PAN H (P.) OKE DAMPER (WALL) DETAIL DRAIN LINE SLOPED MIN. 1/8" PER FOOT. CLEAN -OUT (TYP.) B j c A I TONS PIPE SIZE 1-2 [" 3-5 1" 6-30 1 l" 31-50 1\" 51-170 2" 171-300 3" 301-430 4" 431-700 5" ROUTE TO PRIMARY STORM DRAINS ON ROOF. FINAL TERMINATION IS SITE STORM SEWER. NOTES: 1. TRAP EVERY DRAIN LINE CONNECTION. 2. BLOW -THROUGH FAN: DRAW -THROUGH FAN: A = SP + 1" MIN. A = 1/2 OF B, MIN. 1" B = 1/2 OF A, MIN. 1" B = SP + 1" MIN. C = A + B + (1.5 x PIPE DIA.) C = A + B + (1.5 x PIPE DIA.) 3. PIPE SIZE SHALL NOT BE LESS THAN DRAIN LINE CONNECTION SIZE. 4. ADJUST THICKNESS OF HOUSEKEEPING PAD OR UNIT SUPPORTS AS REQUIRED TO PERMIT PROPER TRAP DEPTH. 5. FILL EVERY TRAP MANUALLY PRIOR TO IN111AL START-UP. 6. INSULATE WITH V ARMAFLEX WHEREVER CONDENSATE MAY CAUSE DAMAGE. 7. USE MINIMUM 2" PIPE BELOW GROUND. * SP EQUALS NEGATIVE STATIC PRESSURE AT FAN SUCTION FOR DRAW THROUGH FANS AND POSITIVE STATIC PRESSURE AT FAN DISCHARGE FOR BLOW THROUGH FANS. Q)ICONDENSATEoDRAIN LINE P-TRAP DETAIL KEYED NOTES: 1Q REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. O THE FIRE/SMOKE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THIS DETAIL WHERE APPLICABLE. 30 165-F FUSIBLE LINK. ® CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED UPON 1/8" PER FOOT OF WIDTH OR HEIGHT UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL OPENINGS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLING THE DAMPER AND SLEEVE. 0 REFER TO SMACNA, NFPA 90A, AND THE MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES. © CONNECT THE DUCT TO SLEEVE WITH AN APPROVED BREAKAWAY -TYPE CONNECTION. AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTION AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTION, SEAL THE DUCTWORK, AND INSULATE AS REQUIRED. O7 SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4" BOLTS AND NUTS, NO. 10 STEEL SCREWS, 1/2" LONG WELDS, OR 3/16" STEEL RIVETS. ® THE RETAINING ANGLES (MINIMUM 1-1/2%1-1/2"06 GAUGE) MUST OVERLAP THE STRUCTURAL OPENING ON ALL FOUR SIDES OF THE SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH AND COVER THE CORNERS OF THE OPENINGS ON BOTH SIDES OF THE RATED WALL. CAULK THE EXTERIOR PERIMETER OF THE RETAINING ANGLES WITH AN APPROVED CAULKING MATERIAL TO PREVENT THE PASSAGE OF SMOKE. CAULKING MATERIAL DOES NOT HAVE TO BE FIRE -RATED. Og MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM SEPARATION OF SIX INCHES (6") BETWEEN THE DUCTS. 10 MOUNT THE FACTORY -PROVIDED DAMPER MOTOR ACTUATOR OUTSIDE THE DUCT AND CLEAR OF THE WALL AND DUCT INSULATION. INTERLOCK WITH AN AIR HANDLER'S SMOKE DETECTOR OR THE BUILDING SMOKE DETECTION / FIRE CONTROL SYSTEM AS APPROPRIATE. 11 THE ACCESS PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES WITH TWO HANDS. PROVIDE TWO ACCESS PANELS IF NECESSARY. THE ACCESS PANEL LOCATION SHALL BE FREE OF OBSTRUCTIONS AND FULLY ACCESSIBLE. MEDIUM / HIGH SHEET METAL DUCT MAIN DUCT BELL -MOUTH OR SPIN -IN FITTING WITHOUT DAMPER MEDIUM / HIGH SHEET METAL DUCT / VERIFY REQUIRED / 2 CLEARANCE WITH / o MANUFACTURER ACCESS PANEL TO AND NEC / FACILITATE PERIODIC AIRFLOW MEASUREMENT LOW PRESSURE DEVICE CLEANING DUCTWORK HEATER CONTROL PANEL PANEL 7 if STRAIGHT DUST'= (1.5 MIN. TO 3 MAX. CONSTANT AIR VOLUME AIR FLOW DUCT DIAMETERS) I TERMINAL UNIT 48" MIN. 130* MAX. TRANSITION 30' MAX. TRANSITION STRAIGHT DUCT TO MATCH CAV INLET TO MATCH CAV OUTLET 00 PRIOR TO ANY' NOTES: AS REQUIRED AS REQUIRED TAKEOFFS 1. SIZE RUN -OUT DUCT FROM FITTING TO TRANSITION AT NO MORE THAN 0.15 IWG PRESSURE LOSS PER 100 LINEAR FEET. 2. COORDINATE EXACT LOCATION OF ELECTRIC HEATER CABINET AND CONTROL BOX AND SHOW ON SHOP DRAWINGS. VERIFY LOCATION OF ACCESS PANEL (BOTTOM, LEFT, OR RIGHT) AND COORDINATE WITH ALL OTHER TRADES BEFORE ORDERING. 3. PROVIDE FOUR FEET OF STRAIGHT, UNLINED DUCTWORK DOWNSTREAM OF THE REHEAT COIL, PRIOR TO ANY DIFFUSER TAKEOFFS UNLESS OTHERWISE PUBLISHED BY THE MANUFACTURER. . 4. COORDINATE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS TO PROVIDE THE RECOMMENDED MINIMUM LENGTHS OF STRAIGHT DUCT AT THE INLET AND DISCHARGE SIDE OF THE AIR TERMINAL UNIT. ® CONSTANT AIR VOLUME UNIT DETAIL NOT TO SCALE DUCT @1DYNAMIC FIRE DAMPER (WALL) DETAIL NOT TO SCALE MEDIUM / HIGH SHEET METAL DUCT MAIN DUCT H (P.) MEDIUM / HIGH / SHEET METAL DUCT / VERIFY REQUIRtl) CLEARANCE WITH z o MANUFACTURER j AND NEC LOW PRESSURE / ACCESS PANEL TO DUCTWORKZ FACILITATE PERIODIC CLEANING OF AIRFLOW CONTROL MEASURING DEVICE PANEL CONSTANT AIR FLOW AIR VOLUME AIR FLOW TERMINAL UNIT > NOTES• 1. SIZE RUN -OUT DUCT FROM FITTING TO TRANSITION AT NO MORE THAN 0.15 IWG PRESSURE LOSS PER 100 LINEAR FEET. > 2. COORDINATE EXACT LOCATION OF CONTROL BOX AND SHOW ON SHOP DRAWINGS. VERIFY LOCA11ON OF ACCESS PANEL (BOTTOM, LEFT, OR RIGHT) AND COORDINATE WITH ALL OTHER TRADES BEFORE ORDERING. 3. COORDINATE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS TO PROVIDE THE RECOMMENDED MINIMUM LENGTHS OF STRAIGHT DUCT AT THE INLET AND DISCHARGE SIDE OF THE AIR TERMINAL UNIT. 0 CONSTANT RETURN AIR VOLUME UNIT DETAIL NOT TO SCALE KEYED NOTES: Q1 REFER TO THE ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. O THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THIS DETAIL WHERE APPLICABLE. Q3 165-F FUSIBLE LINK. ® CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED UPON 1/8" PER FOOT OF WIDTH OR HEIGHT UNLESS OTHERWISE NOTED IN THE MANUFACTURER'S INSTRUCTIONS. COORDINATE ALL OPENINGS WITH THE GENERAL CONTRACTOR PRIOR TO INSTALLING THE DAMPER AND SLEEVE. O REFER TO SMACNA, NFPA 90A, AND THE MANUFACTURER'S RECOMMENDA11ONS FOR SLEEVE GAUGES. © CONNECT THE DUCT TO THE SLEEVE WITH AN APPROVED BREAKAWAY -TYPE CONNECTION. AFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTON AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTION, SEAL THE DUCTWORK, AND INSULATE AS REQUIRED. O7 SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1 /4" BOLTS AND NUTS, NO. 10 STEEL SCREWS, 1/2- LONG WELDS, OR 3/16" STEEL RIVETS. ® THE RETAINING ANGLES (MINIMUM 1-1/2"x1-1/2"x16 GAUGE) MUST OVERLAP THE STRUCTURAL OPENING ON ALL FOUR SIDES OF THE SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH AND COVER THE CORNERS OF THE OPENINGS ON BOTH SIDES OF THE RATED WALL. Og MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM SEPARATION OF SIX INCHES (6") BETWEEN THE DUCTS. 10 THE ACCESS PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND SHALL BE LARGE ENOUGH TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES WITH TWO HANDS. PROVIDE TWO ACCESS PANELS IF NECESSARY. THE ACCESS PANEL LOCATION SHALL BE FREE OF OBSTRUCTIONS AND FULLY ACCESSIBLE. X Y X 1"-7" RECOMMENDED FOR HIGH VELOCITY 1"-4" RECOMMENDED FOR LOW VELOCITY REDUCTION OF DUCT AIR FLOW AREA NOT TO SEE NOTE EXCEED 20 % i NOTE : 1"-7" RECOMMENDED FOR HIGH VELOCITY 1"-4" RECOMMENDED FOR LOW VELOCITY ///////////// r -OBSTRUCTION SEE NOTE SEE NOTE - b AIR FLOW I i I 7_0 ® S- C MAXIMUM DUCT AREA 0 Sj7 ®®°® REDUCTION -20% NOTE :1: 7 SLOPE IS RECOMMENDED FOR HIGH VELOCITY, 1; 4 SLPOE FOR LOW VLTY S� F, ° > ° ® DUCT TRANSFORMATION ®®� Ne NOT TO SCALE REVISIONS BY CUENT CONTRACTOR REV. & PERMIT vm 03. 18. 11 CLARWICABUN AIR FLOW MEASURING DEVICE MAINTENANCE DSB f� u a � o�w � � x N N CL 00 ti � U ,gCIA X � ro u T � ox� ./ C/) ti Eti00 ►�`� m N su 5 4£ ulo wN �w mQ o �o CD E ox C Z ca c O m 3 m w00 V ^ E fA o n E LLo U Cn �£ >1 � m U n Z U m8 ca Nm > N w 2 @ Q m � T m w Ll l C6 U) m � Qa o !L m a m� U Z N c0 Itt 'F U C M v v- X Q cn v W V L U 0 LL a W N L N M s Q a ao >' 0 M s a a 0 N O J Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M5*0 -ram DUCT OPENING AIR FLOW FIRE DAMPER AIR TIGHT GASKET TO RUN AROUND EDGE OF ACCESS PANEL LATCH ACCESS PANEL SIZE SCHEDULE EQUIPMENT SIZE ACCESS PANEL SIZE 6" TO 15" 10" W x (EQUIPMENT DEPTH-2") D 15" TO 21" 12" W x (EQUIPMENT DEPTH-2") D 21' AND ABOVE 18" W x (EQUIPMENT DEPTH-2") D ALL OTHER ACCESS PANELS TO BE A MINIMUM OF 15" x 15" WHERE DUCT SIZE ALLOWS, USE FOUR CAM LATCHES ON PANELS LARGER THAN 18" x 18" SIZE. PROVIDE ACCESS FOR SMOKE DETECTORS, FIRE DAMPERS, REHEAT COILS AND ALL OTHER EQUIPMENT REQUIRING ACCESS JC)JACCESS PANEL DETAIL NOT TO SCALE • HANGER STRAPS- 60" MAX. SCREWS MAY BE OMITTED IF HANGER STRAP LOOPS UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM REINFORCEMENT ---� 1" MIN. ALL - THREAD ROD NUT (TY'•) ANGLES lIL ILI\1\/lIL LV V/"111 VI\ (VERIFY UPPER TRAPEZE LOAD CAPACITY) BOLT (rn'•) JLII 11\ JI ILL 1 1\IL 1!\L •I'll\L JLV IIVI\ FIXED IN POSITION WITH SHEET METAL SCREWS OR RIVETS TO ENDCAPS NOTES: 1. Hv = H-1/8" FOR UNLINED DUCT Hv = H-1/8"- 2t FOR LINED DUCT WHERE t = DUCT THICKNESS 2. Hv </= 18" FOR EACH SINGLE SPUTTER SECTION 3. >/= 20 4. R = 1.5W 5. In = NUMBER OF SPUTTERS WHERE DISTANCE BETWEEN SPUTTERS IS 3" </= W/n </= 4 1/2- 6. JOINTS AT DUCT CONNECTION BY DUCTMATE OR OTHER APPROVED METHOD Q)JDUCTWORK o(ELBOWS) DETAIL SCALE NOT SECURE WIRE 10"- MAX. HANGER STRAP DAD -RA -ASTENE 24"- MAX. BAND OF SAME SIZE AS HANGER STRAP NOTE: HANGER MUST NOT DEFORM DUCT SHAPE. 2" MINIMUM THICKNESS FLEXIBLE FIBERGLASS INSULATION, ASTMC553, TYPE 1, CLASS B-4 (MINIMUM R-VALUE=6) STAPLE 2" FLANGE THEN TAPE OVER THE JOINT AND STAPLE TO PROVIDE VAPOR -TIGHT SEAL SEAL ALL SEAMS WITH HARDCAST CUT INSULATION TO PROPER LENGTH TO AVOID COMPRESSION OF INSULATION SHEET METAL DUCT NOTES: 1) SECURE INSULATION WITH WELDED STICK PINS ON DUCTWORK 18" AND LARGER. 2) USE FIBROUS DUCTBOARD (MINIMUM R-VALUE = 6) IN LIEU OF FLEXIBLE FIBERGLASS INSULATION FOR ALL LOCATIONS WHERE DUCTWORK IS EXPOSED TO VIEW. QIDUCT WRAP DETAIL NOT TO SCALE O DAMPERS 2 TRANSITION _ ELBOW 3O TRANSITION 0- TAKE OFF W3 x D3 HINGE OR ROD W1 q- < 2( +3 W D ) A�[(W2 W3 D3 D2) + (W3 D3)]/W1 B�� (W2 W2 D2 D2) + (W3 D3)I/W2 FLOW t ALTERNATIVE: VANED ELBOW WITH TRANSITION FOLLOWING SUB BRANCH CONTROL ROD W/LOCK SPUTTER DAMPER BLADE LENGTH EQUAL TO 3/4 OF DUCT WIDTH; MIN 6" -10 SUPPLY AIR DUCTS F- EXHAUST OR RETURN AIR DUCTS 45• MAX 1 /4 WM OR 4" MIN OPPOSED BLADE MANUAL VOLUME BELLMOUTH DAMPER TAKE -OFF WB BRANCH DUCT WIDTH, III NOTES 1 R 1 & ARE RESPECTIVELY 1.75 AND 0.75 OF THE GREATER OF B OR W 2 SUPPLY DUCT CAN BE EXTERNALLY OR INTERNALLY INSULATED. EXHAUST AND RETURN AIR DUCTS EXTERNALLY INSULATED ONLY ® DUCTWORK DETAIL NOT TO SCALE FLOW O t FLOW INSULATION PER NOTE 2 WM MAIN AIR FLOW ROUND SPIRAL SHEET HANGER STRAP, 1", 22 METAL RUN -OUTS GREATER GAUGE SHEET METAL. TYPICAL THAN 6% WITH 2" WRAP MAXIMUM INSULATION 15' TRANSITION ECTANGULAR DUCT SU Y I SUPPORT WIRES FOR CEILING DIFFUSER, RADIUS EQUAL TO HUNG FROM D THE FLEX DUC� STRUCTURE 1.25D SPIN -IN FITTING, WITH SCOOP AND DAMPER DIAMETER WRAP INSULATION ABOVE THE 3 SHEET METAL SCREWS THRU FLEXIBLE DUCT, "FLEX CEILING MASTER DIFFUSERS OPPOSED BLADE VOLUME DAMPER HELIX OF FLEXIBLE DUCT, 8M" OR "THERMO FLEX MK-E", BAND CLAMP, TAPED INSULATED MAX 8', DO NOT 1 SAG OR KINK NOTE: PROVIDE OPPOSED BLADE DAMPER IN DRYWALL CEILINGS. NOTE: ALL DAMPERS ARE NOT SHOWN ON FLOOR PLANS. HOWEVER, DAMPERS ARE REQUIRED ON ALL BRANCH TAKE -OFFS (EXCEPT TAKE -OFFS OVER HARD CEILINGS AND FOR VAV BOXES). SOME DAMPERS WILL BE REQUIRED AFTER TRANSITIONS. PROVIE A VOLUME DAMPER WITH A 2" STANDOFF WITH A LOCKING QUADRANT THAT IS 24 MIN. OR 2 GUAGES HEAVIER. 1@1RECTANGULAR DUCT HANGERS DETAIL 1@1ROUND DUCT HANGERS DETAIL IC)IFLEXIBLE DUCT RUN -OUT (SUPPLY) DETAIL 1@1DUCTWORK DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Actual Conlin Coolin ;Room Temp Setpoint Set Dint -- -- - ---- - -- p Away From - Set Dint ISet Dint p 1 Dead band 2.5+ CFM Actual Offset CFM 1Valve -- Position 7�- Actual VAV Leaven AirTem g P Actual Heat O�rride Active l0�erride Available lO�rride Mode (Cooling Max Cfm Cooling Min CFM �- Heating CFM Occupied Heat �Cfm Required KW q iced K -- -! Occupied Occ. _ u y Sensor ------ VAV Occupied Unoccupied !Setpoint Occupied LUnoccupied RTU-7 ------------ 1 7-1 Lobb -__ -- Y -- -_ _..._.-'- --- -_ -_ ----- - - 76 75 77 r-- i 1.0 -- - -- -- ° 70 i _...------ 1395 °°� 95 / 55.9 - No tl Yes Occu ied p r 1395 305 525 -- 1.5 5-9pm p - 7-2 Atrium --__-_-� 69; 751 77 _ _ 1 _.- -6.01 -68 , 70 ---- 68 - -5 5 -- -. 558� ^ 35- - -- -- 95.21On __- - Turn R No Yes - - 1395F- --._----- 3051 470 -- 315-9pm 1 7-3-- Office_,.. --__.I. 7-4 Visitor lounge 75 -. 7511 77' - -- -._. 75 75 77 O.OI - .__..� 0.0 - 70 68 .. ..__ �.:..._._ ._.. _ _ _.._. _.. 70 68� _ 5 _ _.-.-.__._..-- 5 - -' - 1139 _ -- 7 715. 80 - 75% 55.91- 55.91- -__.__-__-____ No I _ No --_Yes �J�ccupled Yes Occupied _ Occu ied 1340 --715 L 30-5 _ 3601 470 --3601----- { 4.5 5-9pm 5-9 - - . - .._. 7 4R _ _-- 1 _ 0; 715� ° 75/0 ( I I r 9 p 1 - - C 715 I___ - 360 I ---- 360 I 715 4.5 (--- ---- 715 p m - -- I I -- - ____M_u_1ti ---- 7-5 Multi Purpose _ - - 75.51 75 77 � 0.5 70j 68 5. - 15301 - -o 70% --- 55.91- No Yes Occupied - j 15301 765 7651 1530j 3.55-9pm - - ` � ......-._--__- � ._........_.,__,.�.v� _ �a.,� ____ ...uL.-_. 0 1530 _.-�.-....-...--zA=__ 75 /o �,.�.._..�. _.� l �_, az_._.�.,�W,3�� �=,.,m....,. _,..,_,rs ---�..m_., r___._� ,�..A.� 1530 r . _..m.0 ... 765 _�..__ ,.x�...._ 7651 1530 { 7-6„ Private Dinin - _ g � H --_76.51 -- 75 77 1-� 70I 68 5 500 80%- 55.91-_---- �NoYes�Occupied 500� 225I-500 35-9pm 7-6R -- --- - --' 7-7 Salon 75 - 75 77 - 0.01 j 70'- - --- - ---_ 0' - 75% - 7 225 225 500 - 1 1 - - 7-7R - --- - I - -- 681 - ..._..----- - ----- 511 - ---- i_. 810 I 810 ----------� 1951r 80% 55.9 - --1 - --- No Yes ------ Occupied -- --p 810 810 810 810i 810° 2'5-9 -- -- m i p 1 - ---- -Y ._ -- - -II - --I - - ! - 615 75%i195- 7-8 PY 75 75 77 - - - j 0.0 - 70 68 5 _ r 19501i 80 55.9 I_ - No -- � 'Yes - Occu ied P '` 1950 1010 1950 3 -- P 5-9 m 7-8 R �I I - - 1 1010 940 -: 75%; - p q -, 9 40� 0 - 0' 940. j 7-9 Exam 75 75 77 0.0 70 68 5 1765 80 /o _ _ _I -_ 01 4601 _ - f RTU-2 I tl I ; i 8-1 Office 76 77 1 �. 70 68 5 775 ( 95 / 55.9 1 No Yes Occu ied 775 225 330 i - 6.5I5-9pm _ 8-2 Soiled Holding76.7 -_ _-------__ 75'- 77.' - _-- r - 1'7.- 4 - - 70 6811 - _ 5 r- 120 80% 55.9- No Yes Occupied 120 120.�. - 1201 120' 3 C5-9pm 8-3 Clean Linen 75 75 77 0.0 - 70_ 68� - 5 1000 80%' __. 7 55.9'- . INo Yes Occupied 10001 500 5001 - . 10001 3j5-9pm 8 3R 1 ; 00 F 75 925 80 /0 55 9 - --�._ No __ _-� Yes Occupied O p 925- I 425 ---. ---1---.T. 425 --- - I 925 4.5� __.._... _ ._... 8_4 --_ Wash 751 -_75 - 771 _0.0� 701- 68 W-- 5 - 1000 80%, 55.91- I No Yes � Occupied 1000 1000 � 1000 1 000 4.5 5-9pm - - -- - ---- 8-5 Tele- 75i 75 771 O-Of_� 70'68� 5i 250.75 80% 55.9- JNo--- Yes Occupied j 295 150�- 150� 4.515-9pm ---- - --- - -- - - _ - --T! 8-6 Lounge 751 75� 77, - --- - . O.O 701 68� 5 1236.75 80% 55.9i- No Yes Occupied 1455 395 �_ 395 I 6.5j5-9pm -- 8-7 Kitchen 751 75N 771 _I 0.0 - .... 701 68J1 _ . __ 5 610 __. - 80% _ 55.91 No Yes Occupied 610 610 610 610 3 5 9pm 8-8 Kitchen 75.7 75a 77 0.7 70 68 51 8O%� 55.9- �No 1Yes Occupied i,_ 1715� 345 345� 1715i. 3;5-9pm j 8-8R 8-9 Kitchen _ -751 - _75 771 - -- _ - ......._ 0.0 _ ---- 70 - - - 68�1 ------ �. - 5 95 1810 -_- 1715� 80°l0 - 80% 55.91- -- 55.9 j_ --j--- L No No Yes Yes -�- jOccupied I Occupied 1 1810 1715 - - 440j 1715 �- -------J- 440 17151 ------ 1810' 31 1715' 4.515-9pm - - _ ------------------- -_ ----� j ----- -- 1@1CONTROLS GRAPHIC DATA DISPLAY SAMPLE NOT TO SCAIE NOTE: INDIVIDUAL DATA TAGS AND EQUIP MENT T NUMBERS ARE FOR DEMONSTRATION PURPOSES ONLY. CONTROLS GRAPHIC FOR THIS SCOPE OF WORK WILL RENDER THE SAME INFORMATION ALL IN A SINGLE DISPLAY SO THAT ALL VAV SETPOINTS AND READINGS ARE EASILY OBSERVED AND MANIPULATED FROM ONE SCREEN. Nq No 51871 0 ®° STA 96 REVISIONS By CLIENT CONTRACTOR REV. & PERMIT vTK 03. 18. 11 UARWICAMUN AN Flow MEASURING MWCE MAINTENANCE DSB �1 U C.0 m -0 _j -- >~ I O a �. 4. � x N Y � ^ / Q' G ti oCq � U • ti Q � X Q�co Y 3 . ox" ►-� F ti 00 ►. r__ti ►�� °� CC 4 0 �r a IE mw 0 0< o xo 0 o m€ E O Z m 3� cc o LL$ 010 �U M� 0°.E w 10-� 1a N Zo U �9 o JZ U m� C fd 1'n q d N E N In 15 t Q m c0 C m m LU C6 m c 0)> a E� d ❑ a U_ Z 9.14 _j U � L C 7 M o- J cn v X Q La U a W ° � M t y _ Q a oo >' 0 M a N N Date: 12. 15. 10 Scale: AS NOTED Project Mgr: MWW Drawn: MWW Job: 09-45 Sheet M5e 1 ITT 'l/ 10 '0' i I n }� G 1 ! G I''1L ° r' --� - — — -- _-- --- -- - - - -- -- -- — fl —Ls- ------ 5 Tv�l u L _ J L I I I 1 4S s I s l 0 VE 1 \ E:I — _ ( X ( I �- - _- �I 7 XE NHA 1,3 CONTACTOR IIG211 117 it r.� BUILDING ADDITION NEW DISTRIBUTI PANEL"I"IDP' "— I —NEW Ascl-- NEW EMERG CY I 12 828 SF DISTRIBUTI PANEL 'EDP ` u /7--r- LSHA-1,3 t 1 CONTACTOR U£ 1,3 110117 3 22, ,// /i/� r` Ls it a LOT POLE at FIXTURE r /' 'O LIFE-- - -- —. — - —•I / SIT __ ' 'i UE 1 — NHA-5,1 < T —� — CONTACTOR C2 5,7 -/ tINI6''-SW7CH O /1 /f 'ITj SE ZINC /� f'SCQ 1F 2' IC/E/NDA�C¢'/1 ISTING UTILJTY], \ Li EXISTING'GENEI 4NSF0 -ER, I EQUIPME47 RM. /480V�3 PHASE EXISTING MAIN ELECTRICAL RM.O LSHA-5,1 t CONTACTOR "Cl" MAINTAIN MIN. 10'-0" CLEAR BETWEEN LIGHT POLE AND UTILITY DISTRIBUTION 2NEW UTILITY DISTRIBUTION POLES. (DELECTRICAL SITE PLAN - NEW WRK SCALE: I" - 40'-0" KEYED NOTES Ol THIS FIXTURE 15 CONNECTED TO THE LIFE SAFETY BRANCH OF THE ESSENTIAL ELECTRICAL SYSTEM. FIXTURE TO INCLUDE QUARTZ I Et' O2 NEW SERVICE LATERAL. REFER t0 POWER RISER DIAGRAM FOR REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF ASPHALT AND CONCRETE PAVING NECESSARY FOR LATERAL INSTALLATION. O3 NEW UTILITY TRANSFORMER BY PROGRESS ENERGY. COORDINATE FINAL LOCATION AND CONNECTION REQUIREMENTS WITH UTILITY. 4 PROVIDE CONCRETE 'SONATUBE' ANCHOR BASE FOR ALL PARKING LOT FIXTURES. SEE DETAIL FOR REQUIREMENTS. O MOUNT FIXTURE WITHIN TREE PLANTER AIM IN FIELD TYPICAL. (J CONCRETE FILLED STEEL BOLLARD, 6" DIA. X 8'-0" LONG, BURIAL DEPTH 4'-0". PAINT YELLOW. TYPICAL FOR 4 ® UTILITY METER MOUNTED ON PRE -CAST CONCRETE POST. O9 FURNISH AN ENGRAVED PLAQUE FASTENED TO EXTERIOR FACE OF DOOR LEADING INTO EXISTING MAIN ELECTRICAL ROOM. PLAQUE SHALL STATE THE FOLLOWING: SERVICE DISCONNECTS I AND 2 OF 2 LOCATED INSIDE THIS ROOM. ADDITIONAL SERVICE DISCONNECTS ARE PRESENT AND ARE LOCATED IN THE ASC ELECTRICAL ROOM., NORTH END OF THIS BUILDING." �, J OyNs/i 0 .' 0 N � 111111� REVISIONS BY VE/01NER CN65. WHE 4 01. 25, 11 �i �—, E U / Y U U t-. �--. 110 co Cn Q 0 � o -E (E' / 3 U y l U E y N ~ 0. CO L' U N O U • t i ¢ E 0 ti o o x x 00 N Lry t` N ti vi A V�x A v� L) y0 p�V ZryE 02 0aV,a OO V2G 0 O� t n a��m0 oo O O U Lf) � 00 l� N N r r p. ro c� F- Ln • W ti 2 W 00 U M o� W z� a U g o a o a b . N N po 0 W QvU U Z N v J � 0 •�, U M O M v v- o- Q N v Ld V L U — O v L` Q Ld L y M t a Q 00 O 0 M Q CL N N 0 J LL- Date: Scale: Project Mgr: Drawn: Job: Sheet E6 e 4 k-19,21,23 MECHANICAL/ VACUUM 140 STEAM BOILER : _ - NON-MED. . AIR COMP. f AIR ' _DRYER ' i4 _ I 11- ! I • - --- ' _ . ...-_ _..__. ____ _ _._ _ _ � 3' '_. _ _..__ L _ _____ EQLA-II 0 EQLA-14—, I r PHOTOCELL (MOUNT ABOVE ROOF) NLA- 2 "A �` _ I .__- _ I ___._. NORMAL ___. _. .,>1' 'ii ___-.___. _i.___ r __ POWER - -- i v C ; _ 11 k1 EMERGENCY WATER 'SOFTENERS' r POWER J .. -r: II - 142 �. - fr �. { iRO SYSTEM I 19 1 = a 1 PANEL = = tL� RECIRC (NORMAL WAll W I, U W U "tLS111 PUMP I ( BRANCH) 4 I• i = ~ HUNG i 1L 1 N I r �! 1 LIGHTING 0-- I 150A.3P. ENCL. G B. /2 9oII�ER ;� NLA-god (EQUIPT. BRANCH) CONTACTOR ' - "C2" 100A. 3P. ENCL. G B. =z (EQUIPT BRANCH) p T !100 HAT ER i I {_- 11' 603 NF 3 30. j ' I l_1l NF' .._ 1 . - - r1J r-" 17-1 r--1 r--1 NHA-9,11,13 EQLA-12 EQHA-1,3,5 NLA-102 NHA-6,10 400A.,310. ENCL. C$. J (NORMAL BRANCH) 300A.,3P. ENCL. C$. (CRITICAL BRANCH) 100A.,3P. ENCL. G.B. - (CRITICAL BRANCH) 7PHOTOCELL (MOUNT ABOVE ROOF) A" PANEL "EDP" (SECT.0 PANEL "EDP" (SECT2) ' LIGHTING CONTACTOR "CI" 50A.,3P. ENCL. CB. (LIFE SAFETY) 100A.,3P. ENCL. C.B. (LIFE SAFETY) PANEL 'LSHA' (LIFE SAFETY) PARTIAL FLOOR FLAN -MEDICAL GAS 13S / MECHANICAL VACUUM 140 / NORMAL 141/ EMERGENCY i=OUJ"E---R 142 O 1 O SCALE: 1/4" = 1'-0" : ; - -- �I1 �( � III 1.; G K... r �I Imo1., I CIE a I: ;I IJ• I II I { I I II I is i I I Ii 3: t q?i i I ' k 1 :I I r, I I' I t I , I w i'' I I . t I r ^., ,, 1 . �_ —._— _ _a 1__ I 7 k _ - - _ - - """, -, ` I, � �r - - 11 - I .. I �j I �.', ,I< , 11 �__ I / 1 ( r .. - / - l- r I , 1 1: - is 1 r e f ,1( _ i. I ii I I ( ,, �' (f I _{ �'�k } !% �)�� i i I. t r_ ! 'i ( I ;I _. . _ -._i E_ v _ __ _I L _ Cw � . 1 I : --� _ _ __ — —_ -,.;:`,,o,a ,,, ,"' -- ..- k, .1I .., ..i ::. '_', 11 .','. "*-',� .. �' :_, -I.'r�,J�-3JJ^�r� �E71�1 ._ sr t I I , . i I 1. 1 • , . -,y 3,,. I l I I „� , , i! .. i ,I ) I n. .,r<o. _—_ 1 ---�� - F o, I, 1 , ..,,' .r.. , ,_.� ; ,., .i ,il ( .. ,I III I "I IIi-. k . SEE. ENLAi�CsEQ P AN . la 1� , 12 4,. 1I E 1! . . II 1 , f :i 'I , AB 1/E L1 'FOR !EQUIP- P t , i CC � / I J - L._ 4 .,., ,,.avn. U '-_�—__'___-:...�... ,®._ _.:.� �_._._._.....1 7 �� �__.:.;...._,...._. _ _.._ __,., _ t L ! —. - ..- .--.,, - ._____._ !!�� i_-� yy . rj i,, I _ - ,IEAF LAYQUT ANEW �D=N __ ,: _ .__ __ -- .___ _ ____ - _ _ -- _- - _ r . .: (� ..11 1 ,, 3 r ", N k I� + I I , I: i EMERGENCY ��,",�r - 2 GRLA 56 _._ , { NL8 ! 1 j WP ( N 7d II CxE ERA R , . q-„"�.'It l • _/` I:,a 4 :,II :, a. ( I/ { (ASC/EFlDO) s I II _t I � J i '- —� _'_ ` : - +�� �rrr 11 1, _. _ . _ 4_ w:i_ -�� r}_ F -- --- -- -4 1 ---i 1 11 �}j]j� p °' - r" 1 rCsA�-, I 7 li 11 -j� 1 IP 0 II ! 2 I :I' 1t I I LSLA-11 - - - _J 1 f a N CY ,r ORMAL � 'EM£RCsEN 1 t 1 tIt , MECHANICAL ^, MEG AN AL �, (I C / POWER F'OUIER '- ��, � � i ' `� L �.� VACUUM L�_' :. ,`i I P1.I ..I I I i r -� , , L_- r __, 141 I142 Y T.- ..-.r,�' ` r rr - .,3 I _ --- __ _______ �� _ _... _ — I. , I 7 I 4, �'li i — SP IPM-1 U Z U I � I � \ _ �- -- -- -- -- I I j ; IyPI" 15 i� - o- -�� 1 1I 1 _ I s 1111!1I i , r IPM-31� i _ STERILE { -i ' 1 III SUPPLIES - 2-1 IPMW 11 I11-1 d � i � �' 1 S LV SP LV -- 9" , 1.' 'II ' CLASS 'G' OR Li i N I 2 tI IPIC-'I 23 r143 I -. a � 1 III 'ti I _IPIC-3 ' 2 EQLA- III D 15 L1618 : ��) n n n _ . J _-.,...-_-_._ ...... . _.__.._ ..__ .. __..__.- �.--� 1to -- _ _ -_ _--� . J i •..� U Z V 4 1 '!�� -NLA- 8 - a '* , 1 x 1P�6� �10 D - Fl w l C 13 -J- - J . -- c luu c I", , I -- - - - __ �� —-- ;; 4 I04 I tlJ) - 6� �� � { 'I' - 1 1 ; �IP3N-1 U 1 III I ;\' ---{i f' 1 iV+ jt7 LL 11+''� I� f II�II1I "� i "1P2" 15 _ 1 r L�i - ' IP2N-3 _� I 10b 2�Jill a ` :EQLA!, IP2NI-4� � 20 22 W IOr :, , . , LI r- _ ' GLEAN , ; IP2N-7 h i + .. I -, �./ } - SP LV (1% - SP Ly 1'i STERILE GLASS 'C' OR I -CFI PAP 5 , IP2G-i 23 144 II I-�> .r �� n �. - - - - '54 i• f 3 ' �I 2 } W D �_) _ i ••J } + 1! ; �_, ' f *1t is {iI + 59 16 f, \ (F 0 - ,', C 04'r,,I I I,^� j i { :D I It i4S p-•� � _� s -B __� "` }_ILLUw .J.. :11 Iff"s�f�l I61HA-�, © tlU ! 9,1Ir - /'r' z u I. L'L 1 � ",I ___----1- ___ Ii.-- r 3N-� IP3N 3i 1 P S G OR (; � I ' . I e [ ~� NLA-59' _ - 5 ' LV IP3N- i .• _ : i S SP W ------_--_-__ I 52;, 4 IP3N-I LV -..._ ._. fl f _ ! !CC! r I--- 15 I. `� r� I. I I1�111 r`NLA-63 63 1,.,IP3,,4�� t 21 1 M j / sP pl,' --'- rII't IP3c-1 N 2 n �`-� J r T " ?p3 / , 23 0 1 r, x ' 1 I I j III - rf SOILED�,-__!! -tom' �O -3 / ,I cc i I �I i 1y " r WORK ROOM S B D IuuY im Q,II J J 11 T - , - - - -- -- - - - .._ ----_.._..- - -- - ' I 44 1111 i ..___.__-__... _._. _._. _ -_. —._._ .___._ - _� III I k: sP4 `1 4SP 16 (�� TCH LINE _ - _ I i1' �'stl - - _ _ _ _ "p ' / I-" �' STERILE CORRIDOR -: a]© _ � NLA-44,46 W6 R I I III I� i= (. ' d f --- :� III _ \. ! •. .� U >t �r- I{ , SOIL ED LED - N :1 1 U , I, � ,I r I ME P v t, I _ _, r/ , I' I I II r .I ,1 1:{I —_ M£D-sT, I m c..,..,, ,:.. t I`', I ILI,III II r---_' 1 /` 1111 , 53 f l :, r l - WP I I ( i` j I �f 1 �. �` 5 ,. T r I+ O ( { 1 {i I f a �� 11 c1 I , F =1 II H E T � � ( 4 ,^�� 1 I) TRY I , I _ _. i I}':. $ i I . „I : .. l i ' .. , I __a ___ _ �� 25 �i - - --_ , .. 14y - IF - . - L- > — 0 -- I 1 DTI' 25 IIC`., I ,i I -- , - " . . � _ v ,...f F �F „. a r f I 1 i f ( U w 11 I" I (... I wP ( - I 11 [ _ -1 ` ,f J { i _-/F �,��.,��.. ,_ - .y:_.r--....__.-._. _,.,w, .- tom.._..._._®.�. -- ' EASTill ENTRY 46 Ilt� �3 1 i } CORRIDOR W (�) LSLA-22 '' 46 MICROWAVE n;f J________ .._ _ __. __ _____, ___.__.. _._ 16 / L--I 50 ! '�F 4 '11 SP � L _Wk;A1Ir 46 EQJIFtIE1NT i� 92 - -9e- _ .6 - '-: u —� - , f F, NLA-94 ii NL`A1�90,92" f•' `tiY 101 ''� 1?f� It "``\ '11 - I 'j BREAKROOM11 � � �, NLA-99,101 , 1_7 -1 II'I GENERAL I:11---'` EQUIPMENT i tU STORAGE i m x I,�4 amn CRLA- j \-�AP ! 60 I � Ir - __ _ �_ , !, v L� i'!. b0IGAL '5-i I�� ,COORDINATOR :.'.1 I OFFICE �CY f tte ` � I` D ' EQLA- 4 O , �! 1 •' 46 � i NLA-48 "7 11'- 50,52 48 �� L-121 EXISTING OFFICE ____ -.- _ `(_ I , � � l I EXISTING COMPUTER ROOM 161 e) I •T EXISTING TRAINING r EXISTING WORK AREA n0 KEYED NOTES O TYPICAL VOICE/DATA OUTLET SHALL INCLUDE A 4" SQUARE DEVICE BOX WITH APPROPRIATE TRIM RING AND A I" CONDUIT AND PULLWIRE STUBBED INTO ACCESSIBLE CEILING SPACE FOR OWNER FURNISHED AND INSTALLED SYSTEM WIRING. O2 FLUSH MOUNTED JUNCTION BOX FOR CONNECTION OF WALL MOUNTED OWNER FURNISHED, CONTRACTOR INSTALLED X-RAY VIEW BOXES. MOUNT CENTERLINE OF BOX 60" AFF. COORDINATE CONNECTION REQUIREMENTS WITH VIEW50X MFG. RECOMMENDATIONS. O GENERATOR EMERGENCY STOP BREAK -GLASS STATION. ® PROVIDE TWO (2) TELEPHONE LINES FOR CONNECTION OF FIRE ALARM SYSTEM INTEGRAL COMMUNICATOR V EMERGENCY DIESEL GENERATOR SEE GENERATOR DETAIL FOR CONDUIT REQUIREMENTS. CONNECTION FOR POWER OPERATED DOORS. COORDINATE LOCATION AND ELECTRICAL REQUIREMENTS WITH DOOR INSTALLER O PROVIDE A SINGLE GANG DEVICE BOX MOUNTED FLUSH WITH WALL, 4'46" AFF TO CENTERLINE AND A 3/4" CONDUIT WITH PULLSTRING BACK TO DOOR CONTROLLER FOR DOOR ACTUATOR PUSHBUTTON BY SYSTEM INSTALLER O CONDUIT AND WIRE CONTINUED TO DOOR CONTROLLER IN RECOVERY. O PROVIDE FOUR (4) 3" CONDUIT SLEEVES THROUGH WALL, NEAR UNDERSIDE OF ROOF DECK FOR TRANSITION OF VOICE/DATA CABLING BY OWNER INSTALL FIRESTOPPING AS REQUIRED TO MAINTAIN WALL RATING. EXTEND SLEEVING INTO CORRIDOR FOR ACCESS. 10 MOUNT THIS JUNCTION BOX AND RECEPTACLE'30" AFF FOR ` CONNECTION OF SHELF MOUNTED AUDIO EQUIPMENT SERVING THIS ROOM. COORDINATE WITH ARCHITECTURAL PLANS AND ELEVATIONS. 11 PROVIDE AN ENGRAVED PLAQUE FASTENED TO FACE OF PANEL STATING THE FOLLOWING: "AN EMERGENCY GENERATOR SERVES THIS FACILITY AND IS LOCATED SOUTH OF THIS ROOM" 12 PROVIDE AN ENGRAVED PLAQUE FASTENED GENERATOR ENCLOSURE STATING THE FOLLOWING: "EMERGENCY GENERATOR -SERVES AMBULATORY SURGICAL CENTER AND ENDOSCOPY SUITE." 13 COORDINATE THE LOCATION OF THESE RECEPTACLES WITH STERILIZER INSTALLATION INSTRUCTIONS. 14 LIFE SAFETY CIRCUIT CONTINUED FROM LIFE SAFETY LIGHTING SERVING THIS AREA. 15 ISOLATED POWER PANEL, DUAL FED FROM NORMAL AND CRITICAL BRANCH DISTRIBUTION. SEE POWER RISER DIAGRAM ABD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <19"> INTERCOM/PAGING SPEAKER NUMBER INDICATES ZONE ASSIGNMENT. TYPICAL THROUGHOUT. CHI> INTERCOM/PAGING SYSTEM AMPLIFIER SHELF MOUNT. PROVIDE A DUPER RECEPTACLE FOR POWER CONNECTION AND A 3/411 CONDUIT WITH WIRE BACK TO COMPUTER ROOM FOR TELEPHONE SYSTEM INTERFACE. 18 TOGGLE SWITCH FOR CONTROL OF STEAM GENERATION BOILERS. PROVIDE ENGRAVED NAMEPLATE FASTENED TO WALL ABOVE SWITCH STATING THE FOLLOWING: "BOILER NO. I SHUT-OFF", "BOILER NO. 2 SHUT-OFF" S GTI VEL Y. RE PE 19 RECEPTACLE FOR CONNECTION OF R.O. WATER SYSTEM. MOUNT ADJACENT L PANEL. TO CONTROL ENCLOSED CIRCUIT BREAKER, NEMA 1, FLUSH MOUNT IN WALL', 20 AMP., 3 POLE., 480 VAC, 18K AIC, CATALOG NO. --------- MOUNT ENCLOSURE WITH CIRCUIT BREAKER HANDLE 60" AFF. 21 CONTRACTOR TO FURNISH AND INSTALL COMPLETE AUDIO SYSTEM FOR USE IN O.R REFER TO SYSTEM RISER DIAGRAM FOR REQUIREMENTS. 22 REFER TO GENERATOR DETAIL FOR POWER AND CONTROL REQUIREMENTS ASSOCIATED WITH THIS EMERSE NCY GENERATOR O3 THISRECEPTACLEIS FOR THE CONNECTION AND CHARSING OF THE BATTERY OPERATED SURGICAL TABLE. PROVIDE ENGRAVED LABEL ABOVE RECEPTACLE STATING CHARSING FOR "SURGICAL TABLE ONLY". AN DIGITAL DUAL INREGULATOR OXYGEN MANIFOLD D D G L D L LINEOWER P 024 REFER TO MEDICAL GAS DOCUMENTS, IV.15 FOR ADDITIONAL REQUIREMENTS. O 25 JUNCTION BOX GASKETED WEATHERPROOF FOR POWER CONNECTION TO MEDICAL GAS MANIFOLD CONTROL PANEL. REFER TO DIVISION 15 PLANS FOR EXACT LOCATION. MOUNT JUNCTION BOXES ON WALL, NO LOWER THAN 60" AFF. © PROVIDE JUNCTION BOX AND A V CONDUIT WITH WIRE BACK TO MEDICAL GAS MASTER ALARM PANEL AT NURSES STATION FOR MEDICAL GAS SYSTEM ALAW/MONITORING WIRING. 2� REFER TO ENLARGED PLAN OF O.R'S FOR ADDITIONAL POWER, 2 LI H IN D C MMU GATI N Q I M NT . ® FURNISH AN ENGRAVED PLAQUE FASTENED TO DOOR STATING THE FOLLOWINGi "SERVICE DISCONNECT 1 OF 1 LOCATED INSIDE THIS ROOM. " ADDITIONAL SERVICE DISCONNECTS ARE PRESENT AND ARE LOCATED ` IN AN EXISTING ELECTRICAL RM., SOUTH END OF THIS BUILDING." A I EXISTING i i i CONFERENCE EXISTING {ZOOM STORAGE � I i � 1 1� � I'll11 *9 11 X ir ,_ � � 1( li , II _._ _ - -- ___ _,______.__ . _.,. MATCH LINE \\ �� EXIST. CORK EXISTING EXIStING EXISTING _ { OFFICE OFFICE I OFFICE D { ( CLOSET I 163 11 164 168 _-,. _._ - - - _ _-_- ___ _-_. �., _ - �1 r I � n ������ _ __ _ _ - 0 __ - _ r. _- -, �4 r:, j� i ; i _ __. _._l � \. .! --f I ( 1 l �•, i I ! ! i I I i I 1 I '' ,' OFLOOR i0L AN - POvi fi� AND COMMUN I C4T I ONS WEST -NEW WORnK. SCALE: 1/9" ■ 1'-0'1 GENERAL NOTE I. ALL DEVICES CONNECTED TO THE ESSENTIAL ELECTRICAL SYSTEM SHALL BE RED IN COLOR WITH MATCHING COVERPLATE. TYPICAL THROUGHOUT. 2. ALL RECEPTACLES SHALL HAVE ENGRAVED COVERPLATES INDICATING WHAT PANEL AND WHAT CIRCUIT NUMBER THE DEVICE IS CONNECTED TO. TYPICAL THROUGHOUT. 3. ALL RECEPTACLES SERVING PATIENT CARE AREAS SHALL BE HOSPITAL GRADE DEVICES. 4. PROVIDE SEPARATE NEUTRAL CONDUCTOR FOR EACH BRANCH CIRCUIT CONDUCTOR SHARED NEUTRALS WILL NOT BE ACCEPTABLE. TYPICAL THROUGHOUT. 5 CONTRACTOR SHALL FURNISH AND INSTALL MINIMUM 3/4" CONDUIT FOR ALL LOW VOLTAGE MED. GAS ALARM SYSTEM WIRING INSTALLED BY ALARM SYSTEM CONTRACTOR TYPICAL THROUGHOUT. <E Y FLAN r. r V i : f is I ;f: Z WI wn .. I = � , ,, 1 Ii ,�.. ,� �;� - 01 /.". ..�\ REVISIONS BY A03.AHCA COMMENTS WHE 18.11 QCLIENT/CONTRTR WHE 2 03. I8.11 VE/OIUNER CI-65. UjHE 4 01. 25.11 �j I E U i 4 U V N I u iu 00 > u � '-' co v a -�-, �~ ,�" . O O _E -C' y rye U - N 0. Cn � r- •� ilI ¢"' El �? v 0 aN 3 3 1` 3 I '—" 0 x ro ./ " . �_ El Lo `-U• N 0 ti / ►-� m , m ✓ . ti N ti �I �—� .c a vi F V F ,:� ��.oPa U o '-' U 0y� F 124 a z w �a �i U O LL1 11 �!p�01m A1=1:W 0 w P.'0 o0mN a 0 (z 0o ; o 10 1 a r` F r-a,o 0 0 In m 0 - U M M oo'UUww � � 0 �� w3 3 3 0 E- Cn 46W ti W tn x O •" N - °O U 4:1 (14 p M [4 zM P, o zoC) C3bw a41 U4d° 0, �w9� S 'oS .'l c m W ,=)0 W dvUW E_�0 U Z N It O •v, U M L_ C O M _Jcn� v X- '0 W U -~ — O U a Q W m N Lo 's 0 MIr— L. Q >' CL 00 O M -C a 4' � A- W W fV 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE ' Job: 09-45 Sheet El 1 Of 23 Sheets __ _ .__ ___ __,_ _._____._._� _-__ -_ __ _ _ _- ___ __. -_._.. -- ;\ \1I I : \ 1} 1} �\ S ,� ,'\ l \ \ 0 1. ;`\ \ : - --- _ i::__ /, �� / j 'I r i % /16�1 2 r. I 'I // // / / ` `. ,11 C' /r ! `, r — - — - — - — - _ - — - _,L� �i , i �/ � , I/ / / 'A' , , / M _..._ ..:_..__. _._/_..._ /�- '/ '' _ 7 / / �,/% / f77/11 77' /',I / I 1''. - ''I'll ' `I I . - - � 1 I �,__ 11 I I ,�, ''I I 1/1, I� II /l/1, � I I " 1/0/_ I - _', 11 1 I I,' / f ^F/ , - I/ ` I I/I /�/' - . I 'i /1 11 � I / / / /. /,-, 1, MAIN ELECTRICAL /�', " " " , " 6 ROOM I / / , ,// ; /r / ,/'f 5 I /: a , / /, f` /� // g11 ///!, f / /; .. i 23 //'` r r.' I I 2 1 /// , , /, /, / ;'% /// f / / `, ! i I- / A O� ., t. ... -€ - _..,.:. _ ! . , ! ! f / / / / , / r // /. / :,.gyp, - , / ;' / /.. /� %; i , / ,,:�' , _ _ ,� _ — — — __J/ '7, _ /i,,, !�, � fit i/ /, ,� /! ,„ 28 ' - ,�. r / �,// fEi ,,/,�. /, /%/ /.r�,^'1�� / r r rfl," �' ! c MENT $, �,,�,,,. i ;!,/ d / / r / r //; / I E SENTIf.L EOUIF 1 • r /: ; %IL /,/t,ice/ r- I 1 , // /� / „/ - I;m II / /y//, ^ _. _. �:� -� _— ___ _�_ I r// � /AV" / y / I `—NEW A.. ._ I / / , .,, ,/ ! //�yJ / j ^ , �� / // //! �r n,;_:I'll / i - ! ,, / y /: .: ... Y / / 1 ,f i, -- -- ---- v . > - --; f "�/ /f /'` / i ' ' /; '/ O/ /; // d //'/ �.44_ _ v ,' " , /. , ,,, , , � / r , -7-; / / I I > ; / � �, p 1I i' ?KISB'I , ' / ,i/`;lr ,/ r / r' ,! , / / ,- �. ;/ r. , / t , ",/ :a _ _Rr��i / / 1 w, I // r////, ,/ '/ / r i ,/y�� 3 ' / ,'� /' ! ! s ,_ ::tom: __.__.-------- .._.. -. - , , ' • /: / ---- I , , / ,a • L-.. !^/i r 1 �i'= -- ! I en �c n s_ I !',r/i'' /J1 I, / 'Al' i ' / ,: ,f _ / / 1 s / fix%-o+e. II .:,_ wy (. ,ram E r / / / / / / // , /�/"f f /. ,r - /, / / / I 1 --- -- 1 ..� u.. 1. � /, / , /. t I I,i �, _. . I; _ i q I , „ I_ /�' r I Ur /, /t/. , 16 - I / /, `! I �/ / r 1 �. //��' /�/J . .-- � .. = �--- --) _. - °-__ _ __ ,1-_... __ _ /,/ / a ' /' , / �, r'' // / �, ✓/� (" ♦�` ♦ ,^� / ? ,j/ � '/,Fry', 1' / //, // a I'' / / /// /1 / / I ' / I I ` /. //� / / w / m \ / r' / / 1 I I-1 I /' y 1 ICI : �14'i 18 -�," I / x/ ! 11 If /f / `/ _ !// / % � /11 ,_ , //// L 1--+:_:' ,�i..... -.If 15 I ..,, ;12� /' ' '' % / �f� ,� t,/'i/a �, f; y r r , " /r/ .,� // f '//7' t ,I I I I I i I ��_%/i" / / __. /' /� / /// j t" I I / _' .: 11 11 ,_ II // / j / /i_ , / / f - I ,�- : I ; qp , r21 ` - { - _� - - - 1., I . _ --- -- _ pg, - " :_ - / K _.� ^ - _ ____ � RIC.A / / j, --- r I f I.- I � e r.cF�r.. •-a; �' --- - --=i I r _ _- .._.. ., Ir/!,s/" / _'°=r_,"�,-_� �,// - /'!,/` `^--"a f jl,� r --- , O5 ELECTRICAL ROOM) \ttl---- 111( % / //f// Jl f/i/ i'I --- __ , _ " ___._ ___ _ ,. �,_. ,:r /i ✓ -11 I', 'rt � f r „x 1? I 1 .,, i , , _� Bpi �="�'�'� 1 . -.c_ _ _ .r : i -1 T I' h,{I ,r I !. ' ,fi�rI ,I - / 1-1 Iz t /, l �f / / /. / - ',' �y 1 ' ,' h. ° `i= '..�I ,, ' .r,?a �i,,' f .// I %/ , ` ,Y� f ,fir �,, ,//, f A,,,... ,_.._ / /"I ; - '' I I - - - _� - IN, 1,,� - . I /f/� / // i ✓/ /K % //y f ' / ///// /// I/^ i / J//., r__ - . r / / r /. /: ,,: _- - / /, _. / / ! r f/ s / ,. _ _____ ,I , + / , , \,- ��. Q , _, --- girl I' %/ '//; , EXISTING END0,6C �, Y SUITE - __ / / I. (PHASE il) 4 -• - _ _ _ ._ - _ , _ ._____ 1 y _ - - --- "� - _ - -/ - —1 I 1 1 �, --- I -- — -- RRY i , 1. It ,, 0102w 11 L___i I h . k N. , — �- _ i _.-_____ VW , M - fi. _ . V VA.. V- , / _ ____ _,____ L..;.______ _� h • NEWL /' W-M,y I I,. X 1,222m I i/t//'// f / , f % %/ri .'.,,//J //; / / /f/ A'%gay_. F`i4; //'/,'' / r % / , 1 ' /' f • /,!, _. — ;, �� J, -- _____--- 11 " ., I I — 1 — -- � I __ _ _ � .:__: _a I �j I I I I �—__ ._---` — —' ' `" : z - / / 1 / f f f J' ` / { /".s ////// / I 11 /; 1! I / % ^ / •` _fl /_ r /I � / I /I I , / I " : // -_ I �, r '/ i /' // / I // f" I I/ r / / / / / /, /f /r' / /, j / i / ;r/ "" , - /, ,� , I I I // ,�,��-�f! , /I, , / !r /f ' ' ^ / ��,/,1 / , "`4- EXISTING �" / / GENERATOR ;'/ 'r/ : " ROOM f s //, ///, /; / WA 3 F �/ 22 , F- r , /, / :, / / EXISTIN2"si. MAIN /`"/;r/ f f' /X ,, ..,a/ ,. rI" _9 ELECTRICAL / / i ROOM / ,/ / // /F/ , , / / , r/ r / ,// f/ y�. / // //I `rr X /l/1" // 1/ 1 / ", / .; ` / , ` -r /^ , '` , ` / / / / , / _. _.... 1 i r j` I/ '/ //, / / fl f r/X , /, !, /. / 1A'• - , - r-- ,��', �, "r a / r. - I- 1,- -��/, , � 11k , ,1 I 4 �_z __ „ - - ' � : — _ _ I" I I I I _, I i I I d ____ _.. _ -_ __ ;" "- ,=: %WEARNN r. I mom.. mew.RWA- Wvm0MN winmum= WOONSIUAR MOIR,,� . tb ":. 01 ELECTRICAL AHCA FLOOR PLAN -PHASE I SCALE: 111611 ■ 11-011 KE-YED NOTES -PHASE I Oi EXISTING UTILITY TRANSFORMER, 500KV,4, 211/4,80V., 3 PHASE, 4 WIRE O2 NEW UNDERGROUND SERVICE LATERAL. REFER TO POWER RISER DIAGRAM FOR REQUIREMENTS. CUT AND PATCH EXISTING ASPHALT AND CONCRETE PAVING AS REQUIRED. O3 NEW UTILITY TRANSFORMER FURBISHED AND INSTALLED 5Y PROGRESS ENERGY. COORDINATE INSTALLATION AND CONNECTIONS AS REQUIRED. ® NOT USED. ® REFER TO POWER / COMMUNICATION PLANS FOR EQUIPMENT LAYOUT AND IDENTIFICATION. ® NEW DIESEL GENERATOR SERVING NEW ASC AND ENDO SUITE. SEE POWER RISER DIAGRAM FOR REQUIREMENTS. O NEW UNDERGROUND EMERGENCY FEEDER SEE POWER RISER DIAGRAM FOR REQUIREMENTS. OS NEW NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS. REFER TO POWER RISER DIAGRAM FOR REQUIREMENTS. O9 T1/480V. 3 PHASE, 4 WIRE SERVICE ENTRANCE TING 160 AMP, 2 RATED SWITCH50,4RD TO REMAIN. CURRENTLY SERVES CLINIC AND ENDOSCOPY SUITE. SEE PHASE II FOR RELATED WORK. MAIN SERVICE DISCONNECT I OF B. 10 EXISTING GENERATOR, TRANSFER SWITCH AND EMERGENCY DIST I UTfONPANEL 'G DPSERVING ENDOSCOPY TO REMAIN. SEE PHASE II FOR RELATED WORK. 11 EXISTING NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS TO REMAIN. SEE PHASE 11 FOR RELATED WORD. O NEW NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS. COIL WIRE A OVE EXISTING PANEL FOR CONNECTION TO PANEL DURING PHASE II WORK. REFER TO POWER RISER DIAGRAM FOR FEEDER REQUIREMENTS. 13 EXISTING GENERATOR SERVING COMPUTER ROOM TO REMAIN. SEE PHASE II WORK 14 NEW GENERATOR STATUS PANEL WITH ALL WIRING BACK TO NEW GENERATOR ' 15 NEW NURSE CALL REMOTE ANNUNCIATOR 16 NEW NURSE CALL SYSTEM CONTROL PANEL. li EXISTING NURSE CALL SYSTEM CONTROL PANEL TO REMAIN. SEE PHASE 11 FOR RELATED WORK 18 INSTALL THREE (3) I" EMT CONDUITS 5TU55ED A5OVE CEILING INTO CORRIDOR FOR NURSE CALL SYSTEM EXTENSION INTO ENDO' SUITE, PHASE I I. 19 EXISTING FIRE ALARM SYSTEM CONTROL PANEL TO REMAIN. PROVIDE A NEW REMOTE ANNUNCIATOR WITH WIRING EXTENDING FROM THIS CONTROL PANEL TO MAIN ENTRANCE OF ASC. ® NEW FIRE ALARM CONTROL PANEL WITH CONDUIT AND WIRE SACK TO EXISTING FIRE ALARM CONTROL PANEL FOR SYSTEM TIE. 21 INSTALL THREE (3) I" EMT CONDUITS 5TU55ED A50VE CEILING INTO CORRIDOR FOR EXTENSION OF NEW FIRE ALARM INTO ENDO SUITE, PHASE 11. 22 EXISTING PANEL "MDP", 400AMP., 21"1/46OV., 3 PHASE, 4 WIRE TO REMAIN. CURRENTLY SERVES ENDOSCOPY SUITE AND COMPUTER ROOM POWER AND HVAC SYSTEM MAIN SERVICE DISCONNECT 3 OF 3. 23 EXISTING MED. GAS EQUIPMENT TO REMAIN. SEE PHASE II WORK FOR ADDITIONAL REQUIREMENTS. 24 NEW FIRE ALARM SYSTEM REMOTE ANNUNCIATOR PROVIDE CONDUIT W/ WIRE BACK TO NEW FIRE ALARM CONTROL PANEL IN ASC. PROVIDE ENGRAVED NAMEPLATE STATING: "FIRE ALARM ANNUNCIATOR AM5. SURGERY CENTER". 25 NEW COMPUTER ROOM HVAC PANEL "COMPAC". SEE POWER RISER DIAGRAM FOR REQUIREMENTS. ® EXISTING AUTOMATIC TRANSFER SWITCH AND HVAC PANEL50ARD TO REMAIN. SEE PHASE 11 FOR RELATED WORK 2Z TEMPORARY FEEDER FROM ATS TO NEW PANEL 'COMPAC'. ® PERMANENT FEEDER TO PANEL 'GOMPAC'. SEE POWER RISER DIAGRAM FOR ADDITIONAL REQUIREMENTS. 29 NEW FEEDER TO EXISTING -15 KVA TRANSFORMER FROM PANEL 'EQHA'- SEE POWER RISER DIAGRAM FOR REQUIREMENTS. ® REMOTE FIRE ALARM ANNUNCIATOR, ASC. 31 REMOTE FIRE ALARM ANNUNCIATOR, MEDICAL OFFICE BUILDING. REVISIONS BY VE/OWNER CHG5, WHE 4 01. 25. II J / I E o U / N U N u I_ i `1. > �--. .0- "' � - i~ Q ,-: o p O - O = I U F: (il U N " N 01 / N .S a• " v O N O O U 0 2 � - d QO I` p 3 3 ti 3 ^ = X . Id �� I-� El I--,N I � N � Cn . ✓ . I` N ti \I v �----� a v. A W H A C) 0 = yy.. C 0 W �z w� a t g p � v) APB. -� 1-4 D) 0 0 4 a 1 r-- E rrnC 00 °rn.,". - O O In -HIM � mN I ��ro =w N N, E. • W ti 2 W 2 cncn �4 W " R N .0 �' U `�' �� o � "7 zm a O j = 'a I� o N UU¢w ,� > C P.� 6 1 - � _ E, U W o � E, N dd-UwHC7 W U Z N v J � .O lf') — N U C O ►) v v- a Q N v v w U •C: U — O 0 L+_ Q CW L N � Lf i - v to re)-C 0- Q _ �. 00 O 0 M a a- 0 (1) N O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E 1 5 1 Of 23 Sheets -I / 4 f £// MAIN ELECTRICAL ROOM s� Vs 9.. h �r �I li Ir i `f Im t, ri_ ffA. RMAMM WrgK�_ � __; IO M-W m e.,:.,11�1, 6s ImMmm 99awmad .-:.v ....v myAgwom_, FAMOM mmumomwo 2 nw � ;a _x OIELECTRICAL AHC4 FLOOR PLAN - PHASE 11 SCALE: 1/16" ■ 1'-0" KEYED NOTES -PHASE II O DISCONNECT EXISTING NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS ORIGINATING FROM EXISTING SERVICE AND EMERGENCY SYSTEM EQUIPMENT. REMOVE ALL WIRE AND ASSOCIATED CONDUIT RUN ABOVE CEILING. REMOVE ALL WIRE FROM CONDUIT RUN UNDERGROUND. CUT BACK CONDUIT FLUSH WITH FLOOR AND CAP. O CONNECT NORMAL, CRITICAL, EQUIPMENT AND LIFE SAFETY BRANCH FEEDERS INSTALLED UNDER PHASE I WORK TO RESPECTIVE PANEL. 0 REMOVE EXISTING GENERATOR, ASSOCIATED TRANSFER SWITCH AND DISTRIBUTION PANEL'GDP'. REMOVE ALL WIRING AND CONDUIT. ® MARK EXISTING CIRCUIT BREAKER IN SWITCHBOARD LEFT "SPARE" AS PART OF DEMOLITION WORK. O REMOVE EXISTING NURSE CALL SYSTEM CONTROLLER, ALL SYSTEM WIRING, CONDUIT AND SYSTEM COMPONENTS IN EXISTING ENDOSCOPY SUITE. REUSE BACK BOX AS JUNCTION/TERMINAL BOX FOR NEW SYSTEM WIRING. EXTEND SYSTEM CONDUITS INSTALLED UNDER PHASE I WORK TO THIS BOX. © EXISTING PANEL "MDP" SERVES EXISTING COMPUTER ROOM HVAC O NOT USED. NEW NURSE CALL SYSTEM-Z,-ONTROC PANEL AND CON07T INSTALLED UNDER PHASE I WORK. EXTEND CONDUITS INTO ENDOSCOPY SUITE FOR INSTALLATION OF NEW NURSE CALL SYSTEM WIRING - PHASE II. O NEW FIRE ALARM SYSTEM CONTROL PANEL AND CONDUIT INSTALLED UNDER PHASE I WORK, EXTEND CONDUITS INTO ENDOSCOPY SUITE FOR INSTALLATION OF NEW FIRE ALARM SYSTEM WIRING - PHASE II. 10 NEW DIESEL GENERATOR SERVING ASC AND ENDOSCOPY SUITE. INSTALLED UNDER PHASE I WORK. II REMOVE EXISTING GENERATOR, ATS AND PANELBOARD SERVING COMPUTER ROOM HVAC SYSTEM. 12 PANEL 'COMPAC' INSTALLED UNDER PHASE I WORK. REVISIONS BY VE/O"R CN65. 4 WNE 01. 25. Il i �--. E o u U Cn � ram. °-�,° �~ • Q ti -d \.� L] U CV � E • N o � U • � cd Q E ti o 5 3 ti 3 E 0 LO co ti N C A U Z V�0E- O --' Z r&M O�v2 oo�r� dcd O� � c' cc oo °° 0 0 0 W W as rq� N N .^." �w a H • W ti 2 w 2 L Ln x �N N c U O � W Z M 0. o W N O ov W �C7 QvU U_ Z C J cV � O •(n U M C O M v v- o- Q cn v -v W U •L U u N Q W to M :E a Q O 00 C M � � _ a L M fV O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE Job: 09-45 Sheet E16 Of 23 Sheets REVISIONS BY AHCA COMMENTS WHE 03.18. Il ACLIENT/CONTRTP, WHE 03.18. Il VE/OU.NER CHrsS. 4 WHE 01. 25.11 f� \ U V N I U I V I�ti N 0 y m CC E W U No Ci cn v N I�H O O U . Q Q 0- 3 ti 3 �cl)� pZ. 0 I N m ti N ti N Q E-���.viC1 O E-C O U a z W v a ov�ra OCQ e� 4 00 0 0 0 W W v�i vMi � W LY rq W � � a a H • W 2 W � x N U � o� W z� a �o a� �Zr W 6�UWF C7 U Z J N � O •�, U M � p M X- Q N p w :° U N L U Q -Y lO Q W N � ` N ` L' N M t Q a 00 C Ile) o CL IL a4 N O J LA - Date: 12. 15. 10 Scale: AS NOTED Project Mgr: WHE Drawn: WHE -jlob: 09-45 * SAeet E 17 Of 23 Sheets - - -- - __ :���� i ua r ,i a-iTTfTT7�rT�;i �-�---1 i i � r � i I 4 # LOAD ______________ CODE _____ KVA ________ WIRE ______ BRKR _______ A B C _ _ _ ______ BRKR WIRE _______ KVA ________ CODE _____ LOAD ___________________ # ___ PANEL: _______________ MECH1 ____________________ # ___ LOAD ____________======= CODE ===== KVA __====__ WIRE =_==== BRKR ====--- A B C BRKR WIRE = = = ------------- KVA -------- CODE ----- LOAD ------------------- # --- PANEL: --------------- MECH2 -------------------- # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE KVA CODE LOAD # PANEL: 'BHA' ' STRIBUTION PANEL SCHEDULE 1 H 14.99 4 3P A 3P 4 14.99 H 2 VOLTAGE: 277i48DV,3P,4W 1 H 18.10 4 3P A 3P 4 12.71 H 2 VOLTAGE: 277i480V,3P,4W 1 PARKING LOT L 1.84 8 2P A 3P 10 6.00 E WATER HEATER 2 VOLTAGE: 277i480V,3P,4I DESIGIJATIOIJ "MDR" MAIN 1600A61P MCB(2) j VOLTAGE _77148oV.,3PHASE. 4 WIRE 3 RTU-1 H 14.99 4 B 4 14.99 H RTU-2 4 MANUFACTURE: CUTLER-HAM24ER 3 RTU-3 H 18.10 4 B 4 12.71 H RTU-4 4 MANUFACTURE: CUTLER -HAMMER 3 LIGHTING: L 1.84 8 20 B 10 6.00 E 18 KW 4 MANUFACTURE: CUTLER -HAMMER MANUFACTURER. CUTLER -HAMMER POW-R-LINE AIC RATING: 65.000 (FULLY RATED) ___ _____ ________ ______ _ _ _ ------- -------- ----- ___ ___ _ __ _ _ _ _____ ___ -- -___ ------- ------ ----- _ _ _ _______ _______ ----- ___ - - - 1 5 H 14.99 4 80 C 80 4 14.99 H 6 TYPE: PRL2A 5 H 18.10 4 90 C 70 4 12.71 H 6 TYPE: PRL2A 5 PARKING LOT L 2.07 8 2P C 30 10 6.00 E 6 TYPE: PRL2A ---------------------- 7 -- ----- H ---- -------- 7.00 ------ ------ 8 ---- ------- 3P - -------- A - - - ------- 3P ----- 8 ------- 6.67 ------ ----- H ---- ------------------ --- 8 -- MAIN AMPS: MLO OR MCB : 400 AMP MLO ----------------- 7 --- --- H ---- -------- 5.33 ----- ------ 10 ----- ----- 3P - - ------------ A 3P - - - ---- 12 2.67 ----- -- H ---- --------- 8 -- MAIN AMPS: MLO OR MCB : 400 AMP MLO -- 7 - LIGHTING: - - - - - - - - - - - ----- L - - - ------- 2.07 - - - - ------ 8 - - - 20 - - - - - - ------ A - - - ------- 3P ----- 3 ----- 20.00 ---- - E --- STEAM BOILER. B --- 24AIN AMPS: MLO GR PfCB : 200 AtfF PfLO GRCUri j LOAD DESCRIPTION NO i FRAME slze TRIP FOLES T'i PE FEEDER NOTES --- 1 --- TR.ar:SFER SWITC'd CR-ATS 250 3 REFER TO POWER RISER, DIAGRAM 1 9 VAV 1-1 H 7 .00 8 B 6 6,67 H VAV 2-1 10 9 VAV 3-1 H 5.33 10 B 12 2 .67 H VAV 4-1 10 9 NON -MEDICAL E 1.33 12 3P B 3 20 .00 E IA0.1 10 - - 2 __ - - ---- -- 'RAP SEER SVe'ITCH EQ-ATS - -- ...- 400 - 3 - ' REFER TO FOWER RISER DIAGRAM -- 11 --- H ------ 7.00 ---- 8 35 - - - C ---- 35 P 6.67 - H -- 12 AIC RATING: 65.000 --- 11 ---- H ------ 5.33 -- 10 25 - ------ C 20 12 ------ 2.67 ---- H --- 12 AIC RATING: 65.000 --- 11 AIR COMP. ----- E ---- 1.33 ---- 12 - - - C 100 ------- 3 ---- -- 20.00 ----- E --- 12 AIC RATING: 65,000 1 3 --- - TRANSFER SWITCH LS-ATS. -- -- -------------- -..-- 150---- ---. 11 --- - -. 1 _ - REFER TO POWER RISER DIAGRAM -.._ _- 1 ------------------ 13 13 --- H ----- 7.00 ---- 8 ------ 3P - - ------ A ------- 3F 12 -------- 4. 00 ----- H ----------------- --- 14 MOUNTING: SURFACE ------------------- 13 ----- H ---- -- 4.00 ------ 12 ------- 3P - --------------- A 3P 12 ------- 4.00 ---- H ----------------- --- 14 MOUNTING: SURFACE --- 13 ----- E ------ 1.33 ---- 12 20 - - ------ A ------- ------- ----- I ------------------- SPACE --- 14 1f0UNTING: SiJP.FACE REFER To POWER RISER DIAGRAM 1 4 rRAr;sFQRMER TNi (1v.5KVA) 200 3 _-- _____ ________ ______ _ _ - ------- -------- ----- --- LOCATION: ELECT. RM. 115 -- ---- ------- ----- - - - ---- -- -------- ----- -- LOCATION: ELECT. RM. 115 -------------------- ----- ---- -- ----- ------ - - ----- ------- ----- ----- -- ------------ -- --- LOCATION: ELECT. RM. 115 15 VAV 1-2 H 7.00 8 B _ _ _ _______ 12 4.D0 _------ H _____ VAV 2-2 16 _- FEED: BOTTOM 15 -- VAV 3-2 H ---- 4.00 ------ 12 ------ B - - - ---- 12 4.00 ------- H ----- VAV 4-2 16 -- FEED: BOTTOM 15 -------- SPARE -------- I --- ------ ----- 20 ----- B - - ---- ----- ---- I ----- SPACE ----------------- 16 -- FEED: BOTTOM --- 5 F- - -- - - - E TIP1G PANEL " Hi" ---- - - 100 - -_--- REFER O POWER RISER DIAGRAM 1 4,:0 200 � REFER TO POWER RISER DIAGRAM 6 - - I PANEL"MECN.1' -- _ PANEL'NH4," 3 - 3 1 17 -- 19 ---------------- H --- H 7.00 - 7.00 - 8 8 40 3P C - - ------- A 20 ------- 3P 12 10 4.00 ----- S. 33 H --- H ------- 18 -- 20 CU OR AL WIRE: FEEDER: CUTLER -HAMMER 400 AMP SEE RISER DIAGRAM 17 -- 19 ------------ H --- H 4.00 ----- 2.00 12 --------- 12 20 3P C 20 - - ---- ---- A 3P 12 12 4.00 ----- 2.00 H ---- H ------------ 18 -- 20 CU OR AL WIRE: FEEDER: CUTLER -HAMMER 400 AMP SEE RISER DIAGRAM 17 -- 19 SPARE ---------- SPACE I -- I --- ----- C - - ---- A ---- ---- I --- I SPACE ----------- SPACE 18 -- 20 CU OR AL WIRE: FEEDER: CU 200 AMP SEE RISER DIA[;kA4f - -- - 1 REFER 70 POWER RISERDIAGRAM i --- 6 ..._-- _-. __ ..- - ANEL "ME.,H2" ,-,------ _-.__ _. --. --._ --_ 3 __.__.. - --- 21 VAV 1-3 ---- H --- ---- 7.00 ------ 8 - - - B ----- 10 5.33 -- H VAV 2-3 __ 22 FOR WIRE &CONDUIT SIZES REQUIRED ___ 21 VAV 3-3 ----- H ------- 2.00 --- --- 12 ___ ------- B 12 ----- 2.D0 ---- H VAV 4-3 --- 22 FOR WIRE &CONDUIT SIZES REQUIRED 21 --------------- SPACE ----- I ------ ----- --- --- - - ------ B ------- ------- ----- I ------------------- SPACE --- 22 FOR WIRE &CONDUIT SIZES REQUIRED 400 _- REFER TO POWER RISER DIAGRAM 1 ------- 1 3r10 THWN CU, 1-10 THWN CU. EO.GRD., 314" C. 9 SURGE PROTECTION 30 3 ___ _____ ------ ----- _ _ _ _______ ________ _____ ___ _____ ________ ______ _ _____ ___ ____-_____ _ -- ----- ___________________ ___ 23 H 7.00 8 45 C 25 10 5.33 H 24 23 H 2.00 12 20 C 20 12 2 00 H 24 23 SPACE I C I SPACE 24 10 --- ------------- ---- -- - ----- ------- - - ----- ---- ------ ----- ----------------- -- --- ------------ --- ------ ----- ----- - - ------ - ---- - ---- ---- ----------------- --- -- ----------------- ----- -- ---- - - ---- ------- - - - - - - ' ------ ------- --- 11 -_. 1 _. .._ ---- ---_ - _-_ __-. __- --- 25 H 3.33 12 3P A 3P 12 1.50 H 26 NOTES: 25 H 2.00 12 3P A 3P 12 1 33 H 26 -- NOTES: 25 - SPACE -- - - - ---- --- --- - - --- ---- ---- --- SPACE --------- -- - - 12 I - - - -- - I ._ -- 27 CAV 1-4 ---- H ------- 3.33 ---- 12 - _ B ------ 12 -------- 1.50 ----- H VAV 4-8 -- 28 -- 27 VAV 3-4 - H ----- 2.00 ---- 12 - - - B --- 12 - --- 1.33 ---- H VAV 4-4 28 27 SPACE I B I SPACE 28 13 - - - -_ ----- --- _ -_. -__ -_- - � -- --- - ---L.--- -_- 1,I ---_ 29 H 3.33 12 20 C 20 12 1.50 H 30 29 H 2.00 12 2D C 20 12 1.33 H 30 29 SPACE I C I SPACE 30 -..... -._-- - I --- --- ---------- -- -- --I-- I. -------- 31 H 3.33 12 3P A I SPACE 32 31 H 6.00 10 3P A 3P 12 1.S0 H 32 --------------------- 31 SPACE ---- I ------- ---- -- ----- ---- A --- ------- ----- I ------ SPACE --------- --- 32 15 -- ___________________ _____ _______ ______ _----- _ _ _______ _______ _______ _____ ---------- -------- ___ _ - -- - -" - - -- - - - ---I---- 33 VAV 1-5 H 3.33 12 B I SPACE 34 33 VAV 3-5 H 6.00 10 B 12 1.50 H VAU 4-S 34 33 SPACE I B I SPACE 34 ---- - 16 --- ----- ----- -- ----- -- ------- ----- --- ------------- --- -- -- - - ------- ------ - - --- --- ------------- ----- - ----- - - ----- ------- ----- ---- ------------- --- 17 ___ 35 H 3.33 12 20 C I SPACE 36 35 H 6.00 10 30 C 20 12 1.50 H 36 35 -- SPACE ---------- I --- ---- --- ---- C - - ---- ----- ---- I --- SPACE ------------ 36 -- I 4 18 i 37 ------------------- 39 SPACE SPACE I - - - I --- ---- ------ ------ ------- ------- A - -------- B - -------- --- ------- -- ----- I - I ----- SPACE ------- - - - SPACE ---------------- 38 --- 40 --- 37 -- 39 --- VAV 4-7 H --- H --- 1.50 ------ 1.50 -------- 12 ---- 12 ----- 3P A 3P - - - ----- B - - -------- 12 12 1.SD ---- - 1.50 ------- H -- H ----- VAV 4-6 38 40 37 -------------------- 39 --- SPACE SPACE ----------------- I ---- I ----- ------- - ----- ------ A B - - ---- -- ----- ----- ------ ------- I ---- I ----- SPACE - SPACE ------------------- 36 40 I .JI I. . -.. _i 1, ., .. I. �.�., .. �I .. �. _ ., r. 2. Ma H CIRCUIT BREAKER To INCLUDE GROUND FAULTSENSING PER rJEC 517,17 � 1141 --- ------------------ - SPACE ----- I ------- C I SPACE 42 41 H 1.50 12 20 C 20 12 1.50 H 42 41 ___ SPACE ________________ I _ _______ ____ _______ C _ _ __ I SPACE 42 - ___ TOTAL ___________________ KVA CONNECTED _____ ________ 75.14 ______ BUS A _______ 75.14 _ _ _ ______ BUS _______ B 75.14 ________ BUS C TOTAL ___________________ 225.42 ___ KVA ___ TOTAL ___________________ KVA CONNECTED _____ ________ 64.64 ______ BUS A _______ 64.64 _ _ _ ______ _______ BUS B 64.64 ________ BUS C TOTAL _______________==== 193.92 ==_ KVA TOTAL KVA CONNECTED _______ ____= 31.24 ======= BUS A ====== 29.17 =====_= BUS B = = = ====== 29.40 ===__== BUS C ====___ TOTAL _____ _================== 89.81 KVA === --- ----------- -==- == LIGHTING: =---- ======== 0.00 ====== KVA X ======= 1.25 = = = ====== DEMAbiD ======= FACTOR = ======== O.Od ===== =================== DEMAND LOAD ==_ PANEL CALCULATION ___ ____________======= LIGHTING: ===== ======== 0.00 ====== KVA X ======= 1.25 = = = ====__ ___==__ DEMAND FACTOR = ====____ 0.00 ===== =================== DEMAND LOAD === PANEL CALCULATION LIGHTING: 7.82 KVA X 1.25 DEMAND FACTOR = 9.78 DEMAND LOAD PANEL CALCULATION - -- --- - - - --- III -- - -- - - -- --- DEMANDLOAD - - LIGHTING 37?13 KVA 1.25 DEn1.�.NGFgcroR = 4870 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOF. = 0.00 DEMAND LOAD 236.66 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD 203.45 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD 92.76 RECEPTACLES: 0.00 KUA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTS 10.W ' KVA x 100 DEMAND FACTOR = loco DEMAND LOAD I - -- RECEPTS HVAC EQUIPMENT -- - - - -- - 4( 51541 319.87 HVAC: EQUIPMENT: KITCHEti EQUIPMENT SUBFEED 225.42 0.00 0.00 0.00 KVA X KVA X KVA X KVA X 1.DD 1.UD O.DD 1.OD DEMAND DEMAND DEMAND DEPfAND FACTOR FACTOR FACTOk FACTUk = = = 225.42 0 09 0.00 0.00 DEMAND LOAD DEMAND LOAD DEMAND LOAD DEMAND LOAD DIVIDED HY 1.732 DIVIDED BY 480 AMPS 2$4.67 HVAC: EQUIPMENT: KITCHEN EQUIPMENT: SUBFEED 193.92 0.00 0.00 0.00 KVA X KVA X KVA X KVA X 1.00 1.00 O.DO 1.00 DEMAND FACTOR DEMAND FACTOR DEMAND FACTOR DEMAND FACTOR = = = 193.92 0.00 0.00 0.00 DEMAND LOAD DEMAtID LOAD DEMAND LOAD DEMAND LOAD DIVIDED BY 1.732 DIVIDED BY 480 AMPS 244.72 HVAC: EQUIPMENT: KITCHEN EQUIPMENT: SUBFEED 0.00 81.99 0.00 D.DO KVA X KVA X KVA X KVA R 1.00 1.00 0.00 1.OD DEMAND DEMAND DEMAND DEMAND FACTOR FACTOR FACTOR FACTOR = = = 0.00 81.99 0.00 0.00 DEMAND .DEMAND DEMAND DEMAND LOAD LOAD LOAD LOAD DIVIDED BY 1.732 DIVIDED BY 480 AMPS 111.58 4:VA a� - --- - x 0.50 X too - --- -- DEMAND FACTOR ceMaNCFAcroR -._ - 2. 3 15,I DEMAND DEMANDLogO ---- -- K`:'A x 1.cG DEMAND FACTOR _ -19.37 7 DEMANDLCAD LARGEST MOTOR: 44. 97 KVA E 0. 25 DEMAND FACTOk _ - 11 .24 DEMAND LOAD LARGEST MOTOR: 38 .13 KVA X 0 . 25 DEMAND FACTOR = 9. 53 DEMAND LOAD LARGEST MOTOR. 3.99 KVA X 0.25 DEMAND FACTOR = 1.00 DEPfAND LOAD EXISTING LOAD= 131_0 rVA - - x 1 �u - DEf:uNO F.a�roR - - 1-4 u0 DerigrrD LOAD KVA X 1.Gi DEMAND FACTOR _.U0 - - DEMAND LOAD - --- - ----- ----- ----- ----- ---- ----- ------------------- -- ------------ -- ------------ ------------ ---- -_ _------------ ----------- - ----- -------- ------ ------ ____ _ _ _ _ ---- - ---- ----- -------- ---- -- - --- - --- ---- ---- ----- - ---- - --- - -------------- - --------------- -- - ----- ----- -- --- ----- ---- ------- ------- = --- - - ------ -- --- ----- - -- --- ---- -- - ---- - -- --- -- ----- -- --- ----- ------ LAP.GEST'ACTCR 4497 I, KVA 1, 0.25 1 DEMAND FACTOR = 11 2. DEMAND LOAD : TOTAL 190.55 KVA 1090.55 X 1000 f 480V I 1 732 = 1311, 77 AMPS _ - # _____ LC1AD _____ CODE _______ KVA _=____ WIRE __-___ BRY.R _ _ _ ______ ______= A B C BRKR WIFE ===_=== k:VA ====_ CODE ___________________ LOAD ___ # _______________ PANEL: ____________________ 'NLA' SECT.1 ___ # ---- _-------------- LOAD _____ CODE _______ KVA ______ WIRE _______ BRKR _ _ _ ______ ------ _ A H C BRKR WIRE _______ KVA _____ CODE __ LOAD # ___________ __________ PANEL: ____________________ ____________________ 'NLA' SECT.2 ____ # --------------- ____ LOAD _____ CODE _______ KVA ______ WIRE _______ BRKR _ _ _ ______ _______ A H C BRKR WIRE _______ KVA _____ CODE ___________________ LOAD ____ # _______________ PANEL: ____----- ___________ 'NLA' SECT. 3 DISTRIBUTION PANEL SCHEDULE 1 ______ LTG.1'F, 37,46 _____ L _______ 0.93 ______ 12 _______ 20 _ _ _ ______ __ A 20 --- __ 12 _______ 0.'33 _____ L ___________________ LTG. OR 145 ___ 2 _______________ VOLTAGE: ____________________ 120i2U8 V,3F,41J ___ 43 ___________________ RECPT5.123 _____ R _______ 0.36 ______ 12 _______ 20 _ _ _ ______ _______ A 20 12 _______ 0.72 _____ R ___--- RECPTS. _____________ 134, 38, 46 ___ 44 _______________ VOLTAGE: ____________________ 120i208V,3P,4W 85 ISOLATION POWER S 2.50 * 2P A 20 12 0.52 L LTG. 188, 85, 84, 92,93 86 VOLTAGE: 120i208V, 3P,4W DESIGNATION '`EDP" (SECTA) _ _ _ ____ ____-__-_ __- MAIN '800AMP MLO VOLTAGE: 2771480V. 3PHASE 4IIRE _ i r PII � LT 14,, ,,1 L 0 4 F 12 2D EI 20 12 u,J3 L LTG OR 144 4 MANUFACTURE: CUTLER -HARSHER 45 RECPTS 123 R 0.3E 12 20 B 20 12 0.90 R RECPTS.147,51,53 46 MANUFACTURE: CUTLER -HAMMER $7 PANEL IP1' S 2 50 3D B 20 12 0 6D L LTG 88 MANUFACTURE: CUTLER -HAMMER MANUFACTURER: CUTLER-HAMMER'PRL3A',.. .AIC RATING 10,000 (FULLY RATED) - 5 - -- - SI--N LI1:=HT --- L - --- 0.21S - -- 12 ----- 20 - - -- C 20 --- 12 ---- 0.93 ---- L -- ---- ----- LTG. OR 193 --- 6 TYPE: PRL1A 47 ----- ---- ---- RECPT5.123 - R - 0.36 ---- 12 ---- 20 - --------------- C 20 12 --- 0.90 ---- R ----------- RECPT5.148 --- 48 TYPE: PRL1A ------------------ 89 --- ISOLATION POWER --- S -- 2.50 -- * ------- 2P - - ---- C -- 20 - 12 --- 0.36 R RECPTS 156 90 TYPE: PRL1A CIRCUIT FRAME _______ _____ _______ _--_ ----_ _ _ _______ ___-- - ---- -_ _____ ------ - --- -__-- _- -------------- _____ ----- ----- ----- _ _ _--- ----- _--- _-- ---------- _- _-_ __-_ ---_ -_-_ _ _ ---- ---_ ----- ___- ------------ __- - -_ LOAD DESCRIPTION TRIP POLES LE TYPE FEEDER NOTES 7 - - J 4 LT��.111.26._7,28,2, L _ 0.89 12 20 _ A 2U 12 _ U.98 L LTG.101,02,04 8 MAIN AMPS: 4CD AMP 49 RECPT5.123 R 1.06 12 20 A 20 12 0.90 R RECPT5.149 50 MAIN AMPS: 400 AMP 91 PANEL 'IP2' S 2.50 * 30 A 20 12 1.00 E REFRIG.156 92 MAIN AMPS: 400 AMP NO. SITE 1 TRANSFER SWITCH CR-ATS 250 3 SFLA REFER TO POWER RISER DIAGRAM _______ ____________ ------ -_---- _ _ ------- --_- ---- -_ _____ ------ -_----- _- PfLO OR MCB: MLO------------ - - - - _--_ --- _ _ _--- ---_ _--- _-- _-------- - MLO OR MCB: MLO --------------- _____ ---_ -_-_ ---_ _ _ ------ ----- ----- _-__ ----------- __- MLO OR MCB : MLO 9 ---- LTG 107,08,09,10,19 ------- ------ L ----- 1.21 ------- 12 - --- 2D ------- B 20 - --------------- IN O1 72 ------- L ----- LTG. EXTERIOR ------- ------ 10 -- AIC RATING: 10. DOD 51 --------------------- RECPT5.123 R ----- 0.72 ------ 12 ----- 20 ---- B 20 - - ----- ---- 12 0.90 ------ R ----- RECPTS.150 ----------------- 52 -- AIC RATING: 10,000 93 ---- ISOLATION POWER S ---- 2.50 ----- * - - - - 2P B - - ----- 20 ----- 12 1.00 ----- E ----- MICROWAVE ------------------- 94 ---- AIC RATING : 10. 000 - 2 - - TRANSFER --- - -- SWITCH LS ATS - - 150 3 FB116 REFER TO POWER RISER DIAGRAM 11 LTG.12_ L 0 6J 12 20 I _ �U 12 0 r�l _7 L LTG.10 3 12 53 RECPTS.123 P. D.36 12 20 C 20 12 0.10 E STERILIZER #1 CTL. 54 95 PANEL IP3 S 2.50 30 C 3P 10 0.67 E 96 3 SURGE PROTECTION 0 3 3410 THWN CU 1-ft10 THWN CU EQ.GIRD, 3/4 C --- ------------- ----- - ----- - --- ---- -- - - ------------- ---- ----- ------------------ --- t40UNTING: � SUF.FA�E ------------------ ----- ----- ----- ------- - - ------------ ---- ----- --------------- -- MOUNTING. SURFACE ------------------------ ----- ------- ----- ------- - - - ------ ------- ----- ---- MOUNTING: SURFACE - _- 13 F.ECPTC. 122 R 1.08 12 20 A 20 10 13.24 L LTG. EXT. SCONCES 14 55 RECPT5.123 R 0.54 12 20 A 20 12 0.36 R RECPTS. ROOF 56 97 RECPTS. 103 R 0.54 12 20 A 10 0.67 E SCOPE WASHER 185 98 4 SPACE 3 ---- 15 -- -- RE_PT�� l3L 31.32 29 ----- R ------ D.90 - --- 1_ ------ 'fI L_ - --------------- E' 20 12 ----- Il � JD ----- R -------- ------- RECP•I'S 102,03 --- 16 LOCATION. ELECT.P.Pf.115 --------------------- 57 RECPT5.120,22 ---- R ---- 0.54 ---- 12 ------- 20 - --------------- B 20 12 ------- 0.36 --- R --------------- RECPTS.189 -- 58 LOCATION. ELECT.RPf.115 ---------------------- 99 VENDING 156 ---- E ----- 1.50 ----- 12 ------- 20 - - - H ----- 30 10 ------ D.67 ---- E --- LOCATION . � ELECT . RM . 115 5 - ---- _._ --_.. BRACE --_ - -. 3 ----- __ ...-... --_ __._._ ---- ---------- --- ------ ----- ----- - - ----- ---- ------- ---- ------------ -- FEED. BOTTOM ----------------- ---- ----- ----- ---- - - ----- ------ ---- --- ------------ -- FEED. BOTTOM --------------- ---- ----- ---- ---- - - ----- ------ ---- --- ------------- --- FEED : BOTTOM 5 SPACE 3 17 RECPTS.127,29 R 1.08 12 20 C 20 12 1.130 E EWC (2} 18 CU OR AL WIRE: CU 59 RECPTS.137 R 0.72 12 20 C 20 12 0.36 R RECPTS.189 60 CU OR AZ WIRE: CU 101 VENDING 156 E 1.50 12 20 C 20 12 0.50 E STEAM GEN. CTL. 102 CU OR AL WIRE: CU -,----- --- --- ------ ---- ------ --- - ----- ------ -- - - --- - ----- ----- ---- ----------- ------- -- ---------- -- FEEDEF.. 400 AMP ------------------ --- ------------ - - ----- ---- -- -- FEEDER. 00 AMP ------------------- ---- ------ ---- - FEEDER: 400 AMP SPACE 19 ----- RECPTS.117,18,26 ---- --- R ----- 1.62 ------- 12 ------ 20 ------- A 20 - --------------- 12 1.08 ------- R ----- F.ECPT_ 102 ------------------- 20 --- SEE RISER DIAGRAM FOP. WIRE & CONDUIT 61 ---------------------- H.W.CIRC.PMP. E ----- 0.25 ------- 12 ------ 20 ------- A 20 - -------- ---- 12 -- 0.36 ------ R ----- RECPTS.189 ----- ------------ 62 -- SEE RISER DIAGRAM FOR WIRE &CONDUIT 103 ------------ RECPTS ---------- R ----- 0.72 ---- -- 12 ------ 20 ------- A - -------- 20 ------ 12 1.92 ------ E ----- STERRAD STERILIZER ------------------- 104 --- SEE RISER DIAGRAM FOR WIRE &CONDUIT 8 SPACE 3 9 SPACE 3 21 RE PTS.10f,,09 R 0.72 12 217 B 20 12 0.72 R RECPT'S.104 22 SIZES kEQUIkED 63 RECPTS.136 R 0.36 12 20 B 20 12 0.36 R RECPTS.189 64 SIZES REQUIRED 105 RECPTS R 0.72 12 20 B 20 12 1.92 E STERRAD STERILIZER 106 SIZES REQUIRED _3 -_--__-_l ______ R.'EI-JF'TS. 111,'6 _____ R __ 1.44 12 20 ------- C 20 12 __-_-_ 1.08 R kECFT5.104 24 __- 65 ---- ------------ IF SINK 105,06 * _____ E _______ 0.13 ______ 12 __--_ 20 _ _ _----- _______ C 20 12 --- -__ 0.36 __-- R _--------- RECPTS. 175 _- 66 ________________________ 107 MICROWAVE 107 __-_ E _______ 1.00 ----- 12 _______ 20 _ _ --- C -__ _______ 20 12 --- -__ 1.92 _-_- E ---- -__- --- ----- STERRAD STERILIZER __- 108 10 SPACE 3 --- 15 ------------------- RECFTS.114 ---- R ------ 0.90 ------ 12 ------- 217 - --------------- - 20 12 ------- 10.72 ----- R --------- - - -- RECPTS.104 26 NOTES: -- 67 --------- IF TOILET 105,06.19 --- E ----- 0.13 ------ 12 ------ 20 - - ------ ------ A 20 12 ----- 0.72 ---- R ------------ RECPT5.181,89 - 68 NOTES: 109 MICROWAVE 107 E 1.00 12 20 A 20 12 1.50 E VENDING 110 NOTES: 12 I- NOT USED ------------------ ---- ------ ------------- - - ------ ------- ---- -- ------------- ---- -- THIS PANEL IS ------------ --- ---- ---- ---- - - ---- ----- ---- ---------------- ----------------- ---- ---- ---- ---- - - ----- ----- ---- ------------- - 27 --- E.'ECPTS.113 ------------------ R ----- 0.90 - ---- 12 ------ 20 ------- B 20 - --------------- 12 1.00 ------- E ----- COPIER 104 ---------------- 28 --- CONNECTED TO THE NORMAL 69 --- IF SINK 119,23 * ------------------ E ----- 0.13 ------- 12 ----- 20 ---- B 20 - - ----- ----- 12 0.90 ----- R ----- RECPT5.189,95,96 ----------------- 70 --- THIS PANEL IS CONNECTED TO 111 - --- D.WASHER 1D7 ------------------- E ----- 1.50 ------ 12 ----- 20 ------- B - -------- 20 ------ 12 1.50 ---- E VENDING -------- 112 ---- CONNECTED TO 13 NOTUSED 14 NOTUSED 29 F.ECF'TS.12:3 R 0.36 12 20 C 20 12 1.50 E VENDING 107 30 SYSTEM 71 IF TOILET 125,27,28 E 0.10 12 20 C 20 12 0.72 R RECPTS.189 72 THE NORMAL 113 EF-1 H 0.70 12 20 C I SPACE 114 THE NORMAL --------------------- ----- ------- ------------- - --------------- ------- ---- ------ ---- ----- -- -------------------- ---- ------- --- -------- - -------- ------- --- --- ----- ------- ----------- --- SYSTEM --------- - - - ------- ------------- - -------- ------- ----- ----- ------------------ ---- BRANCH - - 31 F.'ECF'TS.123 R 0.36 12 20 A 20 12 CI.72 R RECPTS.107 32 PROVIDE FEED THRU_ 73 IF SINK 125 * E 0.13 12 20 A 20 12 0.72 R RECPTS.189 74 115 EF-2, EF-3 H 1.10 12 20 A I SPACE 116 15 NOTUSED --- =3 ------------------ ----------- F.'ECFTS 123 ---- R ------ 0 36 ------ 12 ----- 20 -------------- E': 20 12 ------- 1.26 ----- R ------------------- RECPTiREFRIG.107 --- 34 LiJGS FOk SECTION 2 --- 75 ------------- LANDSCAPE LTG. ---- L ------- 0.85 ------ 12 ------- 20 - - ------------- B 20 12 ------ 1.08 --- R -------------- RECPT5.192 --- 76 PROVIDE FEED- THRU LUGS FOR ---- 117 ------------------ EF-4 ----- H ---- 1.18 ---- 12 ------ 20 - - ----- B ------- ------ ---- I ---------------- SPACE --- 118 REFER TO POWER RISER DIAGRAM FOR 16NOTUSED 17 NOTUSED - - ------------ ------ ------ -- ---------- ---- ---- --------------- --- ---- ---- ----- - - ------------ -- ---- -- SECTION 3------------------ ---- ---- ---- ----- ---- -------------- --- FEEDER REQMNTS. 35 --- RECPTS.12-3 ----- -- --- ---- R - - - 0,36 ------ 12 ------ 20 ----- C 20 12 0.:36 --- R ---- RECPT5.123 - ---- ------------ 36 --- 77 -- EXT.LTG.BOLLARDS --------------- I. ---- 0.38 ----- 12 ---- 20 ---- C 20 - - ---- ---- 12 0.50 ----- E --- WATER SOFTNER ----------- - 78 -- • GFC TYPE 119 --- EF-5, EF-6 --------------- H ---- 1.10 ------ 12 ---- 20 ---- C - - -- I SPACE 120 8 NOTUSED 37 REI:-F'TS.12, R 0.36 12 20 A 20 12 0.36 R RECPTS.123 38 79 IF SINKS ENDO * E 0.18 12 20 A 20 I SPARE 80 121 EF-7 H 0.70 12 20 ------ A - - ----- - ---- I SPACE 122 NOTES: ---- 39 -------------- RECFTS.123 ----- R ------ 0.36 - -- 12 ------- 20 - -------- ------ EI 20 12 ---- I0.72 ----- R ------------------ RECPTS. 140 --- 40 ------ 81 --------- IF SINKS 189 * E 0.08 12 - 20 -------------- B 20 --- -- - - - I -------------- SPARE -- 82 123 --------------- LIGHTS 102 - L 0.39 12 20 B I SPACE 124 __ -,- ---1• - - ---- ---- - - - - - --- -"I - - - ___ 41 - _----------------- F.'E�FT5.12^ ---- __-- R ------- 0.36. --_ 12 ---- -_ 20 _ _ ------- ------- C. 20 _______ _____ I ------------- ----- SPARE ___ 92 --_ 83 -__----------- IF TOILETS ENDO ---- E -_---- 0.10 ______ 12 _______ 20 _ _------- _______ C 20 _____- _____ I ----- -__- SPARE ---- -- ___ 84 ____ 125 ___________________ LTG. CTL.PNL.LCPN __-_ E ------ 0.25 ____ 12 20 C _ --- -__-_ __ _______ -_-__ _______ _-__ I ________________ SPACE 126 _== TOTAL YVA CONNECTED11 _____ _ _ _ li BU'S A _ _ _ 11 16 _ _ = _ ____ _ _ _ BUTS H 10 O1 _ _ _ EUS C TOTAL 32.34 KVA ___ ___________________ TOTAL KVA CONNECTED _____ _______ 6.45 ______ BUS A _______ 7.54 _ _ _ ______ BUS B __ 5.09 BUS C TOTAL ___________________ 19.07 _ KVA ____ _______ TOTAL KUA CONNECTED _____ _____ 14.67 ___ BUS A 15 98 BUS B 13.00 BUS C TOTAL 43.65 KVA ___ LIGHTING : _____ ______ J 76 -TOR KVA X 1-25 DEMAND F C = 1`.20 DEMAND LOAD PANEL CALCULATION ___ ___________________ LIGHTING: _____ _______ 1.23 ______ KVA X _______ 1.25 _ = = ______ ______= DEMAND FACTOR = ======= 1.54 ===== ===========_ DEMAND LOAD PANEL CALCULATION ___= ===============____ LIGHTING: ___=_ ______= 1.51 =___== KVA X _______ 1.25 _ _ _ ______ DEMAND _______ FACTOR = _ 1.89 _==== ================__= DEMAND LOAD ==__ PANEL CALCULATION KVA x 125 DEMAND FACTOR = 21,30 DEMAND LOAD -._... LIGHTING 17.04 RECEPTS 0 0 moo V KVA X 1.00 DEMAND FACTOR 10.00 DEMANDLOAD - - = u = ACTOR 2.34 DEt4AND LOAD 44.03 [ II nll FI DEMAND RECEPTACLES: 10.00 KVA X 1.00 DEMAND FACTOR 0 0 D D LOAD 16.37 RECEPTACLES: 2.34 KVA X 1 DO DEMAND F F.E EFTaCLE'=: 1 __ KV„ ._ 1.JC LEIf NU FACTOR lC1.00 DEMAND LOAD 30.24 1 .0 EMAN F.ECEFTAI:_LE=� J C18 KVA r. 0,50 DEMAND FACTOR = 4.54 DEMAND LOAD TIMES 1000 RECEPTACLES 6.02 KVA X 0.50 DEMAND FACTOR = 3.01 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X D.SD DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTS 9.22 KVA X 0,50 DEMAND FACTOR I 4.61 DEMANDLOAD HVAC: EQUIPMENT'. }'ITCHEN EraY4EtIT: CI.00 3.50 O.DO Y.OA X KVA X KVA :: 1.00 1.0U 0.0U DEMAND FACTOR DEMAND FACTOR UE14AiID FACTOR = = = 0.00 3.50 0.00 DEMAND LOAD DEt4AND LOAD DEI4ANU LOAD DIVIDED BY 1.732 DIVIDED BY 2D8 AMPS 83.94 HVAC: EQUIPMENT: KITCHEN EQUIPMENT: 0.00 1.82 0.00 KVA X KVA X KVA X 1.00 1.00 0.00 DEMAND FACTOR DEMAND FACTOR DEMAND FACTOR = = = 0.00 1.82 0.00 DEMAND DEMAND DEMAND LOAD LOAD LOAD DIVIDED BY 1.732 DIVIDED BY 208 AMPS 45.43 HVAC: EQUIPMENT: KITCHEN EQUIPMENT: 4.78 20.02 0.00 KVA X KVA X KVA X 1.00 1.00 D.OD DEMAND DEMAND DEMAND FACTOR FACTOR FACTOR = = = 4.78 20.02 0.00 DEMAND LOAD DEMAND LOAD DEMAND LOAD DIVIDED BY 1.732 DIVIDED HY 208 AMPS 122.21 HVAC 9129 KVA x 1.00 DEMAND FACTO Ri = 91,29 DEMAND LOAD EQUIPMENT _ _--- 137.54 -_-__. KVA X 100 DEMAND FACTOR 13754 _-_ ! _-__- DEMANDLOAD _____ SUBFEED 0.O17 KVA 1.0CI DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 15.00 KVA X 1.00 DEPfAND FACTOR 15.00 DEMAND LOAD EXISTING LOADS 8720 KVA X 125 DEMAND FACTOR' = 109.00 DEMANDLOAD SUBFEED KVA x 100 DEMAND FACTOR = 0.00 DEMAND LOAD LARi=EST MOTOR: U.00I KVA X 0,25 DEMAND FACTOR = 0.00 DEMAND LOAD LARGEST MOTOR: 0.00 KVA X D.25 DEMAND FACTOR = 0.00 DEMAND LOAD. LARGEST MOTOR: 0.00 KVA X 0.25 DEMAND FACTOR = 0.00 DEMAND LOAD LARGEST MOTOR 21-30 KVA X 0.25 DEMAND FACTOR _ 5.33 DEMANDLOAD ---- ___ ____________ ______ _______ _ _ _ _______________'---- _____ _======___=======__ ==_ ---- =___=------ ____________________ ___ ===== = ------------ ------------- - = = ------ ---==== ======= ===== =================== === ==========_____ __________________== ____ ____=============== ===========_ ______ ======= = = = ========-------===== =========----- =__======= ===========================------------ TOTAL 379.07 KVA ----- _. - - - 379.07 X 1000 J 480V - - ! 1-732 = - - - . '-_.. 455.96 -_.. AMPS DISTRIBUTION PANEL SCHEDULE DESIGNATION "EDP" (SECT.21 MAIN: 800 AMP MLO VOLTAGE: 277 / 480V.. 3 PHASE, 4 `PARE MANUFACTURER_ CUTLER-HAMMER'PRL3A' AID RATING'. 10.000 ('FULLY RATED) CIRCUIT FRAME LOAD DESCRIPTION TRIP POLES TYPE FEEDER NOTES NO c IZE 1 TRANSFER S`:':'ITr_H EQ-ATS 400 _ SFLA REFER TO POWER RISER DIAGRAM I SPACE - - 2 -- 3 -. _ SPACE -3 - --_ _- -__ - 4 SPACE 3 5 .. aacE - _ - 6 SPACE 11 7 - SPACE - -�-- - -- - - - 8 - --- - - - SPACE - --- --_- -_. --- --.- -- -- 9 SPACE 3 - 10 _ _ ----------- SPACE --- -- - --- -- 3 ---- _ ._-.----- -- --- 11 --- -------- NOTUSED --- - 12 -. --.----- NOTUSED - - ...---- --- --� -- - -- 13 NOTUSEC - 14 NOTUSED - -- 15 -- - - NOTUSED -- NOTUSED - - -- - _ _ ___ ._.....------ 166 - 17 --_ __--_- NOTUSED -.- _-- _ 18 NOTUSED NOTES . LIGH-INC KVA X I - I 125 DEMAND FACTOR = O.W -- - -_ DEMAND LOAD RECEPTS X KVA 100 DEMAND FACTOR = QW DEMAND LOAD RECEPTS KVA X I 1350 DEMAND FACTOR = O.C9 DEMAND LOAD HVAC 53.40 KVA X 100 DEMAND FACTOR = S:'..40 DEMAND LOAD - _- - -..- ..- ---- EQUIPMENT 9070 ' -- --- -- - X 1,00 DE1:4Jr' AI•I --- - --- -�FACTOR �3.r0 KVA GEL4AtJ0 LOAD EXISTING LOADS 44.00 I KVA X 1 25 DEMAND FACTOR _. = .JO DEMAND LOAD SUBFEFD _ - 1 KVA x 1 100 DEMAND FACTOR 0.00 DEMAND LOAD LARGEST MCTOR 'I KVA X DEMAI.G FACTOR - = 0.0ri DEMAND LOAD TOTAL 19910 KVA 199.10 X 1000 1480V I 1 732 = 239.49 AMPS it i ---1-11 --F # LOAD CODE KVA WIRE BRKR A B C BRKR WIRE KVA CODE LOAD # PANEL. 'EQ A H ' === =================== ===== ======= ====== =-===== = = = ====== ==----- ======= ===== =============------ --- =---=======--== ====-------- ----------- === ___ _________________== =____ _______ ___=== ======= _ = = ====== ======= ====_== ===== = --- =---- ==-------- --- --------------- -------------------- _______ _____ _____=== ______ _____== = = = ====== ==_____ ________ __=== =================== === ============___ __=__--- =====---- ==_ # LOAD CODE KVA WIRE BRKR ABC BRKR WIRE KVA CODE LOAD # PANEL. E LA Q # LOAD COD E V K A WIRE BRKR A B C BRKR WIRE KVA CODE LOAD # PANEL: 'CRLA' SECT.1 1 STEAM E 10.00 8 3P A 3P * 25.00 S SUBFEED 2 VOLTAGE: 277i480V,3P,4W ___ ___________________ _____ _______ ___--- _______ _ _ _ ______ _______ _______ _____ ___________________ ___ _______________ ____________________ ___ ___________________ _____ _______ ______ _______ _ _ _ ______ _______ _______ _____ ___________________ ___ ----- __________ ------ _'______==____ -- ----- -------- ------ - - - ------- -------- ----- -- 1 SPARE E 20 A 20 I SPARE 2 VOLTAGE: 120/208V,3P,4W 1 LTG. OR 145 L 0.93 12 20 A 20 12 0.95 I LTG.136,37,38,39,40 2 VOLTAGE: 120i208V,3P,4W 3 GENERATOR E 10 . 00 8 B * 25 .00 S TRANSFORMER 4 MANUFACTURE: CUTLER -HAMMER ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- ---- ----------------- ---- ------ --- - ------ - - ----- ------ ----- ---- --------------- -- --- ----- -- --- - ------ - - - -------- -------- ----- -- 3 SCOPE E 0.67 10 3P B 20 I SPARE 4 MANUFACTURE: CUTLER -HAMMER 3 LTG. OR 144 L 0.93 12 20 B 20 I SPARE 4 MANUFACTURE: CUTLER -HAMMER 5 30 KW E 10 . 00 8 50 C 125 * 25 .00 S TEQ1' 6 TYPE: PRL3A --- ---- ------ ---- - - ----- ------ ----- ---- --------------- -- ----------------- ---- ------ - - --------------------- ----- -------- ------ ---- -- - - ------ -------- --- --- ---- --------- ------ -- 5 WASHER E 0.67 10 C 20 I SPARE 6 TYPE: PRL1A 5 LTG. OR 143 L 0.93 12 20 C 20 I SPARE 6 TYPE: PRL1A 7 INSTRUMENT E 1.75 12 3P A 3P 6 7.10 H RTU-1 $ MAIN AMPS: 4d0 AMP ---- ------ ---- - - ----- ------ ----- ---- --------------- -- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- -- - - - ------ - - - - - - - ----- ------ ---- -- MZO OR MCB: MLO 7 E 0. 67 10 30 A 20 I SPARE 8 MAIN AMPS: 100 AMP 7 LTG.112,15, 19,20, 22 L 1.03 12 20 A 20 12 0. 36 L LTG. 104, 05, 06, 07 8 MAIN AMPS: 225 AMP 9 WASHER E--- 1.75 B 6 7 .10 H SUPPLY FAN 10 -------------- -- -- ------ - - ----- ------ ----- ---- --------------- -- MZO OR MCB : MLO ----------------- ---- ------ ---- ------ - - - -- MLO OR MCB : MLO _- - -- --12 - _ _ _ ----- - --- -_ AIC RATING: 14,D00 9 NEPTUNE WASTE E D.36 12 2D B 20 I SPARE 10 9 LTG.123 L 1.17 12 20 B 20 12 0.36 R RECpTS.123 10 11 E 1.75 1220 E--D 6 7.10 H 20 HP 12 ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- AIC RATING: 10,000 ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- AIC RATING: 10, 000 ------------- ------ ---- - -- ---- ----- - - -------- --- --- ---- --------------- -- MOUNTING: SURFACE 11 NMAC DRYER E 0 . 60 12 20 C 20 12 0 . SO E STEAM GEN. CTL. CKT. 12 11 LTG.123 L 0 . 47 12 20 C 20 12 0.18 R RECPT5.123 12 13 SUBFEED S 12.63 * 3P A 3P 8 5.35 H RTU-2 14 ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- ---- -- -- MOUNTING: SURFACE ----------------- ---- ------ --- ------ - - ---- MOUNTING: SURFACE --- ----- ------- ------ - - - ------- --- ---- ----- --- LOCATION: EMERG.ELECT.RM.142 13 SPARE I 20 A 20 12 1.50 E RO WATER SYSTEM 14 13 RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPT5.123 14 15 PAPIEL COi4F'AC' S 12.63 * B 6 5 .35 H SUPPLY FAN 16 ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- LOCATION: ELECT . RM. 115 ---------------- -- ---- ------ - - ----- ------ ----- ---- --------------- -- LOCATION : ELECT . RM. 115 -- ----- ----- ------ - - - -- - - - ------- ----- --- FEED: TOP 15 OR AUTO DOORS E 1.50 12 20 H 20 12 1.20 E STERILIZER #1 CTL. 16 15 RE)rPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPT5.123 16 17 S 2.63 * 100 C 40 8 5. 35 H 15 HP 18 CU OR AL WIRE: CU ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- ------------- -- -- FEED: BOTTOM ----- ---------- - - ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- FEED: BOTTOM -- ------- - - ----- ------- -------- ---- ----------- -- FEEDER: 400 AMP 17 OR AUTO DOORS E 1.50 12 20 C 20 12 1.20 E STERILIZER #1 PUMP 18 CU OR AL WIRE: CU 17 RECPTS. 123 R 0.18 12 20 C 20 12 0.18 R RECPT5.123 18 CU OR AL WIRE: CU 19 VACUUM PUMP E 11.36 6 3P A 3P * 5. 76 K SUBFEED 20 SEE RISER DIAGRAM --- -------------- ---- ------ ---------- - - ----- ------ ----- ---- --------------- -- FEEDER: 100 AMP --- -------------- ---- ------ ---------- - - ----- ------ ----- ---- --------------- -- FEEDER: 225 AMP -- --- - -------- ------ - - - ------- ------ ---- -- FOR WIRE & CONDUIT 19 DMPRS.RTU SYST.1 E 0,50 12 20 A 20 12 1.20 E STERILIZER #2 CTL. 20 SEE RISER DIAGRAM 19 RE)vPT5.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 20 SEE RISER DIAGRAM ' 21 (3] 10 HP E 11.36 6 B * 5.76 K EXISTG.PNL.IDP2 22 SIZES REQUIRED ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- -------------- -- FOR WIRE &CONDUIT ----------------- ---- ------ ---- ----- - - ----- ----- ----- ---- --------------- -- FOR WIRE &CONDUIT --- ----- --- -- - - - ---* ------ ----- --- 21 DMPRS.RTU SYST.2 E 0.50 12 20 B 20 12 1.20 E STERILIZER #2 PUMP 22 SIZES REQUIRED 21 RECPTS.123 R 0.18 12 20 B 20 12 0.36 R RECPT5.123 22 SIZES REQUIRED 23 E 11.36 6 60 C 125 5.76 K VIA XFMR 24 ----------------- ---- ----- - ---- ------ - - ----- ----- - ----- ---- --------------- -- ----------------- ---- ------ ---- ------ - - ----- ----- ----- ---- --------------- -- --- ---------------- - ---- -------- ------ ------ - - ----- ----- ------- ----- --------------- -- --- 23 DMPRS.RTU SYST. 4 E 0.50 12 20 C I SPACE 24 23 RECPTS. 123 R 0.18 12 20 C 20 12 0.18 R RECPTS 123 24 25 SPACE I A 3P 8 5.35 H RTU-4 26 NOTES: --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- --------------- --- ----- ---- ---- - - - ---- ----- ---- -- 25 SPACE I A I SPACE 26 NOTES: 25 RECPT5.123 R 0.36 12 20 A 20 12 0.18 R RECPT5.123 26 NOTES: 27 SPACE I B 8 5 . 35 H SUPPLY FAN 28 * REFER TO POWER --------------- - -- - ------ ---- ------ - - -- -- ------ ----- ---- --------------- -- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- -- ---------------- ---- ----- ----- ---- - - - ----- ----- ---- -- RISER DIAGRAM FOR 27 SPACE I B I SPACE 28 THIS PANEL IS 27 RECPTS. 123 R 0. 18 12 20 B 20 12 0.36 R RECPTS.123 28 THIS PANEL IS 29 SPACE I C 40 8 5.35 H 15 HP 30 FEEDER REQMNTS. --- -------------- ---- - ------ - - ---- ----- ----- ---- --------------- -- CONNECTED TO --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- CONNECTED TO ------ ---------- - - ----- ------ - --- -- ----- ----------------- --- 29 SPACE I C I SPACE 30 THE EQUIPMENT 29 RE7rPTS.123 R 0.18 12 20 C 20 12 0.18 R RECPT5.123 30 THE CRITICAL 31 SPACE I---- A I SPACE 32 THIS PANEL IS ----------------- ---- ------ ---------- - - ----- ------ ----- ---- ---- -- -- BRANCH ----------------- ---- ------ ---------- - - ----- ------ ----- ---- --------------- -- BRANCH SYSTE24 --- --- ---------- ---- ------- ------ ------- -------- ------- ------- ----- ---- --------- -- --- CONNECTED TO 31 SPACE I A I SPACE 32 31 RECPTS.123 R 0.36 12 20 A 20 12 0.18 R RECPTS.123 32 33 SPACE I B I SPACE 34 THE EQUIPMENT --- -------------- - ----- ------ ----- ---- --------------- -- --- -------------- ---- ------ ---- ------ - - ----- ----- ----- ---- --------- PROVIDE FEED-THRU --------------- ----- ----- ------ ------ - - - ----- --------------- -- BRANCH 33 SPACE I B I SPACE 34 33 RESPTS. 123 R 0.18 12 20 B 20 12 0.36 R RECFT5.123 34 LUGS FOR SECOIID 35 SPACE I C I SPACE 36 ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- SECTION -- --------------- ----- ------ ----- ---- - - ---- ---- ----- ---- ----------- -- 35 SPACE I C I SPACE 36 35 RECPTS. 123 R 0.18 12 20 C 20 12 0 18 R RECFTS.123 36 37 SPACE I A I SPACE 38 --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- -------------- -- * GFCI TYPE CB • ---------- --- ---- ---- ------ - - ------ ------ ------- ----- --------------- --- 37 SPACE I A I SPACE 38 37 RECPTS. 123 R 0.36 12 20 A 20 12 0.18 R RECPT5.123 38 39 SPACE I B I SPACE 40 --------------- - ---- ------ ---- ------ - - ----- ---- --------------- -- ----------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- -- ------------------ - ----- ------ - -------- ------- ------- ----- ------------------- -- 39 SPACE I B I SPACE 40 39 RECPTS.123 R 0.18 12 20 B 20 12 0.50 E U/C REFR'IG. 40 41 SPACE I C I SPACE 42 --- -------------- ---- ------ ---- ------ - - ----- ------ ----- ---- --------------- -- --- -------------- -- ---- ------ - - ----- ------ ----- ---- ----------- --- ------------======= ---=- =__===== =_____ _______ = _ _ ______ _______ ________ ___________________ __= 41 SPACE I C I 142 41 RE>✓PTS.123 R 0.18 12 20 C 20 12 0.36 R RECPTS.189 42 TOTAL KVA CONNECTED 84.3.0 BUS A 84.30 BUS B 84.30 HUS C TOTAL 252.90 KVA --- ------------------- ----- ------- ------ ------- - - - ------ ------- ------- ------------------- --- =__ ___________________ _____ _______ ______ _______ _ _ _ ______ _______ _______ ___________________ ___ ___ ___________________ _=-__ __----__ ====== ======= = = = ______ ___==== ======__ _____ ___________======== === TOTAL KVA CONNECTED 3.87 BUS A 5.43 BUS B 4.97 BUS C TOTAL 14.27 KVA TOTAL KVA CONNECTED 5.97 BUS A 5.30 BUS B 3.56 BUS C TOTAL 14.83 KVA LIGHTING: 0.00 KVA X 1.25 DEMAND FACTOR = 0.00 DEMAND LOAD PANEL CALCULATION --- ------------------- ----- ------- ------ ----- -- - - - ---- -- ----- -- ------- ----- ------------- ------ = --- ___ ____ ------------- __ _____ _______ ______ _______ _ _ _ ______ _______ _______ _____ ___________________ ___ RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD 262.5S LIGHTING: 0.00 KVA X 1.25 DEMAND FACTOR = 0.00 DEMAND LOAD PANEL CALCULATION LIGHTING: 5.82 KVA X 1.25 DEt4AND FACTOR = 7.28 DEMAND LOAD PANEL CALCULATION RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 1.00 DEMAND FACTOR = 0.00 DEMAND LOAD 14.27 RECEPTACLES: 7.56 KVA X 1.00 DEffAND FACTOR = 7 56 DEMAND LGAD 15.34 HVAC: 53.4D Y.VA X 1.00 DEMAND FACTOR = 53.40 DEMAND LOAD DIVIDED BY 1.732 AMPS RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR = 0.00 DEMAND LOAD TIMES 1000 RECEPTACLES: 0.00 KVA X 0.50 DEMAND FACTOR. = 0.00 DEPfANU LOAD TIt4E5 1000 EQUIPMENT: EXISTING LOAD 69.33 17.28 KVA X KVA X 1.D0 1.25 DEMAND DEMAND FACTOF. FACTOR = = 69.33 21.60 DEMAND TOAD DEMAND LOAD DIVIDED BY 480 315.80 HVAC: EQUIPMENT: 0.00 14.27 KVA X KVA X 1.00 1.00 DEMAND DEMAND FACTOR FACTOR = = 0.00 14.27 DEMAND LOAD DEMAND LOAD DIVIDED BY 1.732 DIVIDED BY 208 AMPS 3 9.6 1 HVAC: EQUIPMENT: 0.00 0.50 KVA X KVA X 1.00 1.D0 DEt4AND DEMAND FACTOF. FACTOR = = 0.00 0.50 DEMAND DEMAND LOAD LGAD DIVIDED HY 1.732 DIVIDED BY 208 AMPS 42.57 � SUBFEED 112.89 KVA X 1.00 DEMAND FACTOR 112.89 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X 0.00 DEMAND FACTOR = 0.00 DEMAND LOAD KITCHEN EQUIPMENT: 0.00 KVA X O.DD DEMAND FACTOR. = 0,0D DEMAND LOAD ��� L. J %' LARGEST MOTOR: 21.30 ------ Y:VA X 0.25 DEMAND FACTOR = 5.33 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD SUBFEED 0.00 KVA X 1.00 DEMAND FACTOR 0.00 DEMAND LOAD �\` Gf •Oy N •�� ' ___---- _____ __ ______ _______ _ _ _ ______ ___==== ======__ ____= ==============---- = === =========_===__ ===------ ====---- === LARGEST MOTOR: 0.00 KVA X 0.25 DEMAND FACTOR = 0.00 DEMAND LOAD LARGEST MOTOR: 0.00 KVA X 0.25 DEMAND FACTOR = 0.00 DEMAND LOAD 0 �. E N S ___ _____ ______ _ _ _ ______ ______ _ _ _ _______ _ __ _______ _______ _____ _____ ___________________ ____________ ____________________ ___________________ _ _ _____ ______ __ _______ __ __ _____ _ _ ______________ _ l' 45 I. ` ,` ' 3 680 * • . :: v - I 10% F p, ';t1 , • O Et�G�� //it III%1%%\ REVISIONS BY YE/011NER CN65. WHE 4 0i. 2$, it I E O U I N U Y_ I \ u U cd I lu � aQ > ► H , V � M �-: " L" - ICI ¢ 0 'd O co O N Itr U G " x vi � I C U c: W N N v ^ / N Q. C� U O r" N � O U • � cd � j �1 Q 'n ti O v [-- 3 y �;'N 3 ti o S x . t ' Ui f3 / N '�:::'" 01 NLLo m P I'- , 1` N ti �I v I 0 ' .0 a �I \. m A E- 0 A �v�ua U no 0 0 k m a E m � 'O0,WU =pgo�rn Aa O 0 O 0 m a O O 0 0 g 0 C, �yj � Fa U 0 r- v 0 lzt V) 000 0 CD 0 � � � U Q M ( O O r� U W W 1) V U C a U N N w [: h !]. ow I 0 H w Ir4 W 2 � � 0 2 N � N U cn oc `�) Ot -1:4 � 2 1` W z rn a: O m u- o b :' o N illW > o a c Q w 0 .S •'c'9- ti U " o 0 W - o on W �1 CD 8o o L3. 0 U QvU W F-C7 U_ Z 0 _j N � - U (D U •U) L M c :3 M v a cna- 0 Q X -0 w U � •� U 0 L N LL. Q W :m V) (1) N)'s a Q >' ao 0 to 0- W (1)LL N O Lj- Date: 12. 15. 10 c,.,,io• Ac KIOT;7n STRUCTURAL SPECIFICATIONS 28: ALL SUBMITTALS SHALL BEAR THE SEAL OF A LICENSED FLORIDA MISCELLANEOUS REBAR. VERTICALS: DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL 9. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM CEILINGS, ETC: FROM METAL DECKING, ENGINEER: ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE THE FOLLOWING TESTS: 13. SEE ARCHITECTURAL DRAWINGS FOR REQUIRED CONCRETE FINISHES. VERTICAL WALL REINFORCEMENT. A) VISUALLY INSPECT ALL STEEL MEMBERS AND CONNECTIONS, 10. ALL ROOF DECK OPENING 12' DIAMETER OR LARGER ARE TO HAVE 29, SUBMITTED SHOP DRAWINGS MUST BE CHECKED AND SIGNED BY THE 1. THE STRUCTURAL SYSTEM IS UNSTABLE UNTIL ALL CONNECTIONS B) TEST 50 PERCENT OF FULL PENETRATION WELDS, SUPPORT ANGLES PER TYPICAL DECK OPENING DETAIL, INCLUDING GENERAL CONTRACTOR: HAVE BEEN MADE AND ALL CONCRETE HAS REACHED ITS MINIMUM 14. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING 13. PROVIDE CONTINUOUS HORIZONTAL WALL REINFORCING 9 GA. GALVANIZED OPENINGS FOR ROOF SUMP PANS. DESIGN STRENGTH, AS SHOWN IN THE STRUCTURAL DOCUMENTS: OPERATIONS IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS, LADDER TYPE DUR-O-WALL (OR EQUIVALENT) AT 16' O,C, 1O, ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, 11: SUBMITTALS+ CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS A) APPLY A LIQUID MEMBRANE FORMING CHEMICAL CURING COMPOUND IN ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR: SHOWING LAYOUT OF DECK, TYPE OF DECK, ALL CONNECTIONS 30. COLD FORM STEEL FRAMING SIZES INDICATED ON THE DRAWINGS 2, CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF ACCORDANCE WITH ASTM C-309, 14, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT DOORS AND WINDOWS INCLUDING END WELDS, SEAM WELDS, INTERMEDIATE WELDS, AND ALL AND CONNECTIONS ARE MINIMUMS AND SHALL BE VERIFIED BY THE CONSTRUCTION ENSURE THE SAFETY OF THE BUILDING UNTIL B) PROVIDE CONTINUOUS MOISTURE TO CONCRETE IN ACCORDANCE WITH FOR FIRST AND SECOND BLOCK COURSE ABOVE AND BELOW APERTURES: 11, STRUCTURAL STEEL SHAPES, TEES - ASTM A992, ACCESSORY MATERIAL SUCH AS CLOSURES, SUMPS FOR DRAINS, ETC: DELEGATED SPECIALTY ENGINEER AND INCREASED AS REQUIRED: EM IS COMPLETED. THIS INCLUDES, BUT IS NOT STRUCTURAL SYSTEM ACI 301, RUN REINFORCING CONTINUOUS OR EXTEND TWO FEET FROM APERTURE LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, EDGE, 12, STRUCTURAL STEEL ANGLES, CHANNELS, PLATES, BARS - ASTM A36. 12. A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO VISUALLY SHORING, GUYS DR TIE -DOWNS THAT MAY BE NECESSARY: SUCH 15. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND INSPECT ALL DECK WELDS AND FASTENERS, MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONSTRUCTION OF ALL FORMWORK, SHORING, AND RESHORING: DESIGN 15. WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AT SPLICES AND 13, STRUCTURAL STEEL TUBING - ASTM A500 GRADE B, CONTRACTOR AFTER COMPLETION OF THE PROJECT. SHALL BE PERFORMED BY A LICENSED FLORIDA ENGINEER, SHALL CONTAIN AT LEAST ONE CROSS WIRE OF EACH PIECE OF COLD -FORM STEEL E RAM I N G REINFORCEMENT IN THE LAPPED DISTANCE, 14. ANCHOR BOLTS - ASTM F1554 GRADE 36, 3. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS 16: A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM REQUIRED, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE FOLLOWING CONCRETE TESTS ON SITE, 16: CLEANDUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN 15: OPENINGS THROUGH STEEL BEAMS SHALL BE PROVIDED AS DETAILED ON 1, ALL STEEL FRAMING SHALL CONFORM TO 'THE SPECIFICATION FOR THE THE BUILDING DURING CONSTRUCTION: A) CYLINDER STRENGTH TESTS - ASTM C39j ONE SET OF FOUR EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5', CLEANOUTS TO THE DRAWINGS. ALL SUCH OPENINGS SHALL BE MACHINE CUT IN THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS', LATEST CYLINDERS FOR EACH 50 CUBIC YARDS OR FRACTION THEREOF. BE SAW -CUT 4' X 4', SHOP, ALL RECTANGULAR OPENINGS SHALL HAVE A CORNER RADIUS OF EDITION, BY THE AISL 4, APPLICABLE BUILDING CODE! 2007 FLORIDA BUILDING CODE WITH 2O09 TEST ONE CYLINDER AT 7 DAYS AND TWO AT 28 DAYS,�HOLD THE 2 TIMES THE WEB THICKNESS, 1/2' MINIMUM. SUPPLEMENTS. FINAL CYLINDER IN RESERVE: 17: GROUT POUR HEIGHT SHALL NOT EXCEED 24', PLACE GROUT IN 5' MAX: 2, , WELDED CONNECTIONS SHALL CONFORM �O CODE FOR WELDING IN B) SLUMP TESTS - ASTM C143 LIFTS HEIGHTS, 16, COLUMN SPLICES SHALL BE DESIGNED IN ACCORDANCE WITH TABLE A-7, BUILDING CONSTRUCTION, D1:0° BY THE AWS, 5, ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE PAGE 11-Al2 OF THE AISC 'STRUCTURAL STEEL DETAILING° MANUAL 2007 FLORIDA BUILDING CODE WITH 2O09 SUPPLEMENTS: 17: ONE COPY OF ALL TEST REPORTS SHALL BE SENT DIRECTLY TO OWNER, 18: CONSOLIDATE GROUT POURS AT THE TIME OF PLACEMENT BY MECHANICAL 3, ASTM A-568 STANDARD SPECIFICATION FOR GENERAL REQUIREMENTS ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR. MEANS AND RECONSOLIDATE AFTER INITIAL WATER LOSS AND 17, NO SPLICES SHALL BE PERMITTED IN ANY STRUCTURAL STEEL MEMBER FOR STEEL, CARBON AND. HIGH STRENGTH LOW -ALLOY HOT ROLLED SHEET 6, DE SIG LD DS SETTLEMENT. UNLESS SHOWN ON APPROVED SHOP DRAWINGS: AND COLD ROLLED SHEET, AR- E�_ SURE I PDS E LIVE 18. RESTRICT THE ADDITION OF MIX WATER AT THE JOB SITE. DO NOT 4, ALL STEEL FRAMING SHALL BE INSTALLED BY PERSONNEL EXPERIENCED -LOAD OFFICE 65 PSF (15 PSF PARTITION) ADD WATER WITHOUT THE APPROVAL OF THE GENERAL CONTRACTOR AND 19. STORE BLOCKS ON PALLETS AND COVER WITH VISQUEEN, 18, STEEL STAIRS SHALL BE DESIGNED FOR 100 PSF LIVE LOAD BY A IN LIGHT GAUGE STEEL FRAMING INSTALLATION: DO NOT EXCEED SLUMP LIMITATIONS OR TOTAL ALLOWABLE WATER TO LICENSED ENGINEER, RETAINED BY THE STEEL FABRICATOR, CORRIDOR !00 PSF LOBBIES 100 PSF CEMENT RATIO: USE COLD WATER FROM THE TRUCK TANK AND REMIX TO 20. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8' MORTAR JOINTS: 5, WHERE STEEL FRAMING MEMBERS ARE COMPONENTS OF ASSEMBLIES ROOF 20 PSF ACHIEVE CONSISTENCY, TEST REPORTS SHALL INDICATE QUANTITY OF PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, 19, SUBMITTALS CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS INDICATED FOR A FIRE -RESISTANCE RATING, INCLUDING THOSE WATER ADDED AT THE JOB SITE, ALL TESTS SHALL BE PREPARED HORIZONTAL AND VERTICAL, FULLY MORTAR WEBS IN ALL COURSES OF SHOWING ALL STRUCTURAL STEEL LAYOUTS AND DETAILS, SIZES OF REQUIRED FOR COMPLIANCE WITH GOVERNING REGULATIONS, PROVIDE AREA DEAD LOAD AFTER THE ADDITION OF WATER TO THE MIX. PIERS, COLUMNS, AND PILASTERS AND ADJACENT TO GROUTED CELLS: MEMBERS, TYPE OF STEEL, CONNECTION DETAILS, WELDS, BOLTS, MEMBERS WHICH HAVE BEEN APPROVED BY GOVERNING AUTHORITIES FLAT ROOF 30 PSF ETC:, AS REQUIRED TO FABRICATE AND ERECT ALL STRUCTURAL STEEL HAVING JURISDICTION, 19. MAXIMUM WATER TD CEMENT RATIO WHEN NO BACK-UP DATA IS 21. SEE DRAWINGS FOR MASONRY CONTROL JOINT LOCATIONS. SPACE AT FRAMING: ALL CONNECTIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS 7. DESIGN WIND VELOCITY = 110 MPH AVAILABLE; 32'-0' 0,C, MAXIMUM UNLESS NOTED OTHERWISE. COORDINATE WITH SHALL BE BY THE DETAILER AND SUBMITTED ON SHOP DRAWINGS, 6: PROTECT LIGHT GAUGE STEEL FRAMING MEMBERS FROM RUSTING AND A) 4000 PSI, 28-DAY COMPRESSIVE STRENGTH] W/C RATIO, 0,44 ARCHITECTURAL DRAWINGS. SIGNED AND SEALED BY A REGISTERED FLORIDA ENGINEER. STEEL DAMAGE. DELIVER TO PROJECT SITE IN BUNDLES, FULLY IDENTIFIED 81 COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE MAXIMUM (NON -AIR -ENTRAINED), 0,36 MAXIMUM (AIR -ENTRAINED). STAIRS SHALL ALSO BE SUBMITTED ON SEALED DRAWINGS, WITH NAME, BRAND, TYPE AND GRADE: STORE OFF GROUND IN A DRY ARCHITECTURAL DRAWINGS, DO NOT SCALE DRAWINGS: B) 3000 PSI, 28-DAY COMPRESSIVE STRENGTH; W/C RATIO, 0:58 22. MASONRY INSPECTION SHALL BE PROVIDED BY A QUALIFIED AGENT IN VENTILATED SPACE OR PROTECT WITH SUITABLE WATERPROOF MAXIMUM (NON -AIR -ENTRAINED), 0,47 MAXIMUM (AIR -ENTRAINED), ACCORDANCE WITH ACI 530-1,6, INSPECTION SERVICES SHALL 20. NON -SHRINK GROUT SHALL BE, NONMETALLIC SHRINKAGE -RESISTANT COVERINGS, INCLU➢E, BUT ARE NOT LIMITED TO, THE WORK IN PROGRESS AS WELL GROUT, PREMIXED, NONMETALLIC, NONCORROSIVE, NONSTAINING 9, CONTACT ENGINEER WITH ANY QUESTIONS OR DISCREPANCIES FOUND ON 20. REINFORCING BAR COVER; AS MATERIALS, EQUIPMENT, AND PROCEDURES. PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, DRAWINGS' A) FOOTINGS 3' SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER -REDUCING 7, WITH EACH TYPE OF STEEL FRAMING REQUIRED PROVIDE B) COLUMNS 1-1/2° 23: SUBMITTALS, AGENTS, COMPLYING WITH CE-CRD-C621, MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, 10. SUBMIT SHOP DRAWINGS AS REQUIRED HEREIN, ALLOW FOR TWO WEEKS C) BEAMS 1-1/2' A) SUBMIT PROPOSED GROUT MIX DESIGN PRIOR TO CONSTRUCTION LINTELS, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS, AND REVIEW TIME AFTER RECEIPT OF SUBMITTALS BY D) SLABS 3/4' (INTERIOR) 1-1/2' (EXTERIOR) B) SUBMIT PROPOSED MORTAR MIX DESIGN PRIOR TO CONSTRUCTION. 21, NO FIELD WELDING OF GALVANIZED MEMBERS IS PERMITTED. ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS THIS FIRM, ALL SUBMITTALS SHALL BE CHECKED AND SIGNED C) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING INDICATED, AS NEEDED TO PROVIDE A COMPLETE STEEL FRAMING BY THE GENERAL CONTRACTOR AND SIGNED/SEALED BY THE SPECIALTY 21: CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME: NUMBER, SIZE, AND LOCATION. INCLUDE BAR LISTS AND BEND 22, ERECTION SYSTEM, ENGINEER, WHERE SPECIFIED HEREIN, DIAGRAMS, A) BEFORE ERECTION, THE CONTRACTOR IS TO REMOVE ALL MUD, 22. WHERE BAR LENGTHS ARE GIVEN ON DRAWINGS, LENGTH OF HOOK, IF D SUBMIT COMPRESSIVE STRENGTH TESTS OF PROPOSED MASONRY DIRT OR OTHER FOREIGN MATTER, WHICH ACCUMULATES DURING 8, FABRICATE METAL FRAMING COMPONENTS OF STRUCTURAL QUALITY 11. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR REQUIRED, IS NOT INCLUDED: UNITS PRIOR TO CONSTRUCTION, MASONRY UNITS ARE TO BE HANDLING AND STORAGE: SHEET STEEL WITH A MINIMUM YIELD POINT OF 50,000 PSI FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE TESTED IN ACCORDANCE WITH ASTM C140, B) DRIFTING TO ENLARGE UNFAIR HOLES WILL NOT BE PERMITTED, STUDS, AND 33,000 PSI FOR RUNNERS) ASTM A653, ENGINEER'S REVIEW THEREOF, 23, PROVIDE COMMERCIAL FORM COATING COMPOUNDS THAT WILL NOT BOND, DRILL SUCH HOLES TO ACCOMMODATE THE NEXT LARGER SIZE STAIN, OR ADVERSELY AFFECT CONCRETE SURFACES: WET FORMS BEFORE 24, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM FASTENER, WHERE POSSIBLE: 91 SCREWS SHALL BE AS RECOMMENDED BY MANUFACTURER. 12. CONTRACTOR SHALL NOTIFY THIS OFFICE WHEN THE STRUCTURAL SYSTEM PLACING CONCRETE. THE FOLLOWING TESTS, C) AFTER ERECTION, CLEAN FIELD WELDS, BOLTED CONNECTIONS, IS SUBSTANTIALLY COMPLETED, AND BEFORE SHEATHING, CEILINGS, OR A) SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019 FOR AND ABRADED AREAS WHERE SHOP COAT HAS BEEN DAMAGED: SPOT , 10 PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS ROOFING IS INSTALLED, 24. ALL CONCRETE SHALL BE CONSOLIDATED IN PLACE USING INTERNAL EACH 5000 SO. FT. OF MASONRY, AND PRIME AREAS USING SAME MATERIAL AS SHOP COAT, COMPLYING WITH ASTM A525 WITH A G60 COATING: EXISTING BUILDINGS VIBRATORS: B) SLUMP TESTS - ASTM C143. D) SET ALL MEMBERS SO THAT, IN THEIR FINAL LOCATION, LEVEL, 11, PROVIDE MANUFACTURER S STANDARD STRUCTURAL C, SHAPED STEEL C) MASONRY PRISM TEST IN ACCORDANCE WITH ASTM E447, METHOD PLUMBNESS AND ALIGNMENT ARE WITHIN THE TOLERANCES STUDS OF SIZE, SHAPE, AND GAUGE INDICATED, WITH A NOMINAL 25, REPAIR AND PATCH DEFECTIVE AREAS WITH CEMENT MORTAR B, MODIFIED AS FOLLOWS, PRESCRIBED BY AISC CODE: FLANGE AND MINIMUM 1/2' FLANGE RETURN LIP BY UNIMAST, 11 EXISTING INFORMATION DOES NOT NECEREFLECT AS -BUILT CONDITIONS, IMMEDIATELY AFTER REMOVAL OF FORMS, EXCEPT WHERE REINFORCING 1: PRISMS SHALL BE STACK BOND, ONE UNIT LONG AND INC.SSARILY NC. OR PRIOR APPROVED EQUAL THE CONTRACTOR SHALL VERIFY ALL INFORMATION SHOWN ON THESE IS VISIBLE. CONTACT STRUCTURAL ENGINEER FOR EVALUATION OF THICK WITH A FULL MORTAR BED. OPEN WEB B STEEL JOISTS AND JOIST GIRDERS PLANS AND NOTIFY THE ENGINEER OF ANY VARIATION: EXPOSED REINFORCING, 2, LIMIT HEIGHT/THICKNESS RATID FROM 1,33 - 5.00 (NOTED "JOISTS" HEREIN 12. ALL FRAMING MEMBERS SHALL BE DESIGNED BY THE MANUFACTURER TO 3. PROVIDE A MINIMUM OF ONE JOINT: SUPPORT ALL LIVE, DEAD, AND WIND LOADS, PLUS ANY CONCENTRATED IT WORK 26. PROVIDE 3/4' CHAMFERS ON ALL EXPOSED CORNERS OF COLUMNS, ONE SET OF 3 PRISMS PRIOR TO CONSTRUCTION AND LOADS SHOWN ON THE DRAWINGS, BEAMS, AND WALLS UNLESS NOTED OTHERWISE ON ARCHITECTURAL DURING CONSTRUCTION FOR EACH 5000 SQ. FT: OF WALL. 1. STEEL JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST 11 R SUBSURFACE INVESTIGATION HAS BEEN COMPLETED AT THE PROJECT DRAWINGS: 25, PROVIDE 8 DEEP PRECAST REINFORCED CONCRETE LINTELS OVER ALL INSTITUTE: 13: THE EXTERIOR WALL SYSTEM SHALL BE DESIGNED TO WITHSTAND BOTH c A SITE BY DIGGER., ENGINEERING SERVICES INC: 27: PROVIDE CORNER BARS AT ALL BEAM AND WALL FOOTING CORNERS TO MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL BEAM: MINIMUM 2: STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST POSITIVE AND NEGATIVE WIND PRESSURE WITH A MAXIMUM DEFLECTION SOIL BORING LOGS AND SITE PREPARATION PROCEDURES ARE INCLUDED MATCH HORIZONTAL BARS, END BEARING = 8', LINTEL WIDTH TD MATCH MASONRY WIDTH: EDITION OF THE AISC STANDARD SPECIFICATIONS FOR OPEN WEB STEEL BASED UPON THE APPLICABLE CODE AND MATERIAL REQUIREMENTS OF IN THE PROJECT SOILS REPORT, DATED JULY 2, 2010 JOISTS K-SERIES: THE VENEER, BUT SHALL NOT EXCEED L/360, WHICH IS AN INTEGRAL PART OF THESE CONTRACT DOCUMENTS: 28. SUBMITTALSi 26. THE TOP OF PARTIALLY CONSTRUCTED WALLS SHALL BE COVERED WITH A) SUBMIT PROPOSED CONCRETE MIX DESIGN PRIOR TO VISQUEEN AT THE END OF EACH WORK DAY AND WHENEVER RAIN OCCURS, 3, SEE STANDARD JOIST SPECIFICATIONS FOR CAMBER REQUIREMENTS. 14. FRAMING COMPONENTS MAY BE PREFABRICATED INTO PANELS PRIOR TO 2, ALL SITE WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE CONSTRUCTION, INCLUDING BACKUP DATA IN ACCORDANCE WITH ERECTION, FABRICATE PANELS PLUMB, SQUARE, TRUE TO LINE AND PROJECT SOILS REPORT, ACI 301-99 CHAPTER 4, SECTION 4,2,3, EXCLUDING SECTION S � L ST E L 4: VERIFY THE EXACT LOCATION AND WEIGHT OF ALL MECHANICAL LI BRACED AGAINST RACKING WITH JOINTS WELDED: PERFORM LI LIFTING OF 4.2,3.4B, EQUIPMENT WITH THE MECHANICAL CONTRACTOR PRIOR TO FABRICATION PREFABRICATED PANELS IN A MANNER TO PREVENT DAMAGE OR 31 DESIGN SOIL BEARING PRESSURE = 2500 PSF. B) SUBMIT DETAILED SHOP DRAWINGS OF REINFORCING BARS SHOWING OF JOISTS, DISTORTION. NUMBER, SIZE, AND LOCATION, INCLUDE BAR LISTS AND BEND 1. STRUCTURAL STEEL SHALL. CONFORM TO THE AISC 'SPECIFICATION FOR 4, A QUALIFIED TESTING LABORATORY SHALL BE RETAINED TO PERFORM DIAGRAMS, THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR 5. ALL HANGERS TO SUPPORT MECHANICAL EQUIPMENT, ETC., TO BE 15, INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH THE FOLLOWING TESTS, BUILDINGS', LATEST EDITION, EXCEPT CHAPTER 4.2:1, CODE OF SUPPORTED BY THE TOP OR BOTTOM CHORD OF JOISTS SHALL BE MANUFACTURER`S PRINTED DR WRITTEN INSTRUCTIONS AND RECOMMENDA- A) ONE DENSITY TEST FOR EACH 2,000 SQUARE FEET OF COMPACTED DENSITY 29. ALL BUILDING AND SITE SLABS -ON -GRADE SHALL BE AT LEAST 4 STANDARD PRACTICE, LOCATED AT THE PANEL POINT OF THE JOIST. IF HANGERS MUST BE ,IONS, UNLESS OTHERWISE INDICATED, SNE AND COMPACTED FILL: B) ONE DENSITY TEST AT EACH COLUMN FOOTING: THICK, REINFORCED WITH 6X6-W1,4 X W1,4 W.W:F:, ON 6 MIL VAPOR ,- , 2. WELDED CONNECTIONS SHALL CONFORM TO THE LATEST REVISED CODE OF LOCATED IN BETWEEN PANEL POINTS, PROVIDE JOIST STIFFENER AS 16, INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUD DEPTH, ALIGN C) ONE DENSITY TEST PER 50 FEET OF WALL FOOTING. BARRIER, WITH SAW -CUT CONTROL JOINTS 20 0 O:C, EACH WAY THE AMERICAN WELDING SOCIETY, AWS D1.1, ALL WELDING SHALL BE INDICATED IN DETAILS, ALL HANGERS TO BE LOCATED AT THE TRACKS ACCURATELY TO LAYOUT AT BASE AND TOPS OF STUDS: SECURE INCLUDING HOUSEKEEPING PADS AS REQUIRED, SEE PLANS FOR OTHER PERFORMED USING E70XX, LOW HYDROGEN ELECTRODES, U.N,O: CENTERLINE OF THE BOTTOM CHORD MEMBER: TRACKS AS RECOMMENDED BY STUD MANUFACTURER FOR TYPE OF 5, ONE COPY OF ALL TEST REPORTS SHALL. BE SENT DIRECTLY TO OWNER, CONDITIONS. ELECTRODES ARE TO BE PROTECTED FROM MOISTURE, 6: PROVIDE BOTTOM CHORD CEILING EXTENSIONS WHERE REQUIRED BY CONSTRUCTION INVOLVED, EXCEPT DO NOT EXCEED 24' 0.C, SPACING ARCHITECT, STRUCTURAL ENGINEER, AND GENERAL CONTRACTOR: 30: STEP AND SLOPE ALL WALKWAYS AWAY FROM THE BUILDING: ARCHITECT: FOR NAIL OR POWDER -DRIVEN FASTENERS, OR 16' 0,C:, FOR OTHER 3. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER TYPES OF ATTACHMENT: PROVIDE FASTENERS AT CORNERS AND ENDS OF 6, FOUNDATION WALLS THAT RETAIN EARTH SHALL BE BRACED AGAINST MASONRY AISC UNLESS NOTED OTHERWISE: ALL BOLTS TO BE 3/4' DIAMETER 7: JOIST MANUFACTURER SHALL DESIGN ROOF JOISTS AND BRIDGING FOR TRACKS: i� , r �' � BACKFI.�ING PRESSI:RES UNTIL CONCRETE HAS REACHED SPECIFIED STRENGTH UNLESS NOTED OTHERWISE, SHOP CONNECTIONS MAY BE WELDED OR THE NET WIND LOAD UPLIFT INDICATED ON THE DRAWINGS: PROVIDE 17. FRAME BOTH SIDES OF EXPANSION AND CONTROL JOINTS, AS SHOWN FOR ON PLANS, 11 HOLLOW LOAD BEARING UNITS SHALL CONFORM TO ASTM C90, NORMAL BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. ALL FIELD CONNECTIONS ARE TO BE BOLTED WITH ASTM A325N OR A490 UPLIFT BRIDGING AT FIRST JOIST PANEL POINTS ACCORDING TO THE WALL SYSTEM, WITH SEPARATE STUDS AND DO NOT BRIDGE THE SHEET INDEXi S.J.I. JOINT WITH COMPONENTS OF THE STUD SYSTEM, 7, THE SIDES OF FOOTINGS MAY BE EARTH -FORMED IF THE EXCAVATION WEIGHT, TYPE 1I, MINIMUM NET COMPRESSIVE UNIT STRENGTH 1900 BOLTS (BEARING TYPE BOLTS WITH THREADS IN THE SHEAR PLANE) CAN BE KEPT VERTICAL, CLEAN, AND STABLE) OTHERWISE, PLYWOOD PSI, (NET AREA COMPRESSIVE MASONRY STRENGTH F'M = 1500 PSI), INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS, ALL BOLTS 8, WHERE COLUMNS ARE NOT FRAMED IN AT LEAST TWO DIRECTIONS WITH FORMS MUST BE USED: SHALL BEUNLESS OTHERWISEDESIGN SNUG TIGHTER TIGHTENEDNS 18. WHERE REQUIRED, TEMPORARY BRACING SHALL BE PROVIDED UNTIL S 1.1 STRUCTURAL 2, MORTAR SHALL BE TYPE M OR S AND CONFORM TO ASTM C270 FOR OF EITHER THE SHEAR SHHOWN ONTHE STRUCTURAL STEEL MEMBERS, A BAR JOIST SHALL BE FIELD -BOLTED AT ERECTION IS COMPLETED: OAST IN PLACECONCRETE (PROPORTION OR PROPERTY SPECIFICATION). DRAWINGS, (INDICATED AS 'V =K' AT ENDS OF MEMBER) OR 60% OF COLUMNS TO PROVIDE LATERAL STABILITY, SPECIFICATIONS THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR 19: RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL 3, COARSE GROUT SHALL CONFORM TO ASTM C476� "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY 9, JOIST BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE BE PROVIDED BY MECHANICAL LATERAL BRACING WHERE REQUIRED: BE NORMAL THE FOLLOWING MINIMUM A) 2500 PSI AT 28 DAYS. SUPPORTED' AT THE BOTTOM OF EACH PAGE IN THE'PROPERTIES ANDDESIGN AND SPACING REQUIREMENTS OF THE SJI STANDARD E STRENGTHS B) 1/4' MAXIMUM AGGREGATE: REACTION VALUES°, PART 2 OF THE LATEST EDITION pF THE RISC SPECIFICATIONS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE 20. ATTACHMENTS OF SIMILAR COMPONENTS SHALL BE DONE BY WELDING, S�■1 FO�UNDATiON PLAN CI,CD:NCRETED 7WEIGHTH �€�, SLAB -ON.....:..:..:.: :.:3000 FSI C) 8' - 11' SLUMP: 'MANUAL OF STEEL CONSTRUCTION": THHEPLETELY JOISTS. IREFERLED TO SSJIOSTANDARDRSPECOIFICATIONSRFORLACED ON SPECIAL SCREW SHALL NOTABEMPERMITTED�LTING, WIRE TYING DF FRAMING COMPONENTScA.e� L RVQF FRAMING PLAN NS, WALLS, B.:..::.....::.::..4000 PSI 4, CODES AND STANDARDS, 4, SIZE AND USE OF HOLES, SEE AISC TABLE J3:1 U.N.0. BRIDGING AND ERECTION REQUIREMENTS FOR SPANS OF 40' OR MORE: S S 2.3 FOUNDATION/ ACI 530IASCE 5 "BUILDING CODE REQUIREMENTS FOR MASONRY A) OVERSIZED OR LONG -SLOTTED HOLES ARE NOT PERMITTED ARE 10, RIGID X-BRIDGING AS SHOWN ON THE PLANS SHALL BE BOLTED OR 21: WELDING OF MEMBERS LIGHTER THAN 18 GAUGE SHALL NOT BE 2. CONCRETE SHALL BE READYMIX PER ASTM C94' STRUCTURES' U. N S, MAXIMUM HOLE DIAMETER - DIAMETER + 1/16': INTERSECTION OF THE TWO ANGLES BETWEEN JOISTS: PERMITTED: ROOF FRAMING PLAN A) PORTLAND CEMENT - ASTM C 150 ACI 530.1/ASCE 6 'SPECIFICATIONS FOR MASONRY STRUCTURES' B) LARGER HOLES ARE PERMITTED IN STANDARD COLUMN BASE WELDED AT THE B) AGGREGATES - ASTM C33 (3/4' MAX.) PLATES. MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 3/8'. 22. SPLICES SHALL NOT BE PERMITTED, S 2.4 RETAINING WALL PLAN C) NO CALCIUM CHLORIDE 5, A REINFORCED CONCRETE TIE BEAM SHALL BE PROVIDED IN ALL WALLS HARDENED WASHERS, TO COVER THE LARGER HOLE, SHALL BE ill JOISTS, JOIST GIRDERS, AND ACCESSORIES SHALL HAVE ONE SHOP D) AIR ENTRAINING - ASTM C260 SHOWN ON THE STRUCTURAL DRAWINGS AT EACH FLOOR, THE ROOF, AND PROVIDED. COAT OF PAINT MEETING THE MINIMUM PERFORMANCE REQUIREMENTS OF 23. MINIMUM NUMBER OF EQUALLY SPACED HORIZONTAL WALL BRIDGING FOR E) WATER REDUCING - ASTM C494 AT TOP OF ANY PARAPET WALL. USE GALVANIZED MESH -TYPE CELL C) LARGER HOLES ARE NOT PERMITTED IN WIND FRAME COLUMN BASE THE LATEST SJI SPECIFICATIONS, SEE ARCHITECT FOR PREFERRED THE HEIGHTS SHOWN; F) FLYASH - ASTM C6118 CLASS F (20% MAXIMUM BY WEIGHT) CAPS, PROVIDE CORNER BARS AT ALL BEAM CORNERS TO MATCH PLATES, MAXIMUM HOLE DIAMETER = BOLT DIAMETER + 1/161: COLOR. UP TO 10' - 1 ROW �+ S 3.1 WALL SECTIONS G) WATER - CLEAN AND POTABLE HORIZONTAL BARS: D) SLOTTED HOLES, A PLATE WASHER OR A CONTINUOUS BAR WITH COMPLETELY 12, SEE PLAN FOR ANY CONCENTRATED LOADS DR UNUSUAL CONDITIONS: ALL 10' TO 14' - 2 ROWS ABOVE 14 - AT 4 CENTERS S 3.2 WALL SECTIONS 3, REINFORCING STEELi ASTM A615 GRADE 60, STANDARD HOLES, HAVING A SIZE SUFFICIENT TO JOISTS SUBJECT TO SPECIAL LOADS OR CONDITIONS SHALL BE 61 UNLESS NOTED OTHERWISE, TIE BEAMS SHALL BE AS FOLLOWSi COVER THE SLOT AFTER INSTALLATION, AND A MIN. OF 5/16' CONSIDERED SPECIAL JOISTS 24, FULLY INSTALL ALL BRIDGING BEFORE APPLYING LOADS. S 3.3 WALL SECTIONS A) FLOOR LEVELSi 8' X 16' MINIMUM WITH (2) 45 TOP AND THICK SHALL BE PROVIDED: TACK WELD NUT TO BOLT AFTER 4, REQUIRED SLUMP RANGE = 3" TO 5", BOTTOM, AND #3 CLOSED STIRRUPS AT 24" O.C. ERECTION: 13, SUBMITTALSi CONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS 25, FOR WELDED CONNECTIONS, FUSION WELDING IS RECOMMENDED WITH A �+ S 3.4 WALL SECTIONS 5, WELDED WIRE FABRIC; ASTM A-185, FURNISH IN SHEETS, NOT ROLLS, B> ROOF LEVEL, 8' X 16' MINIMUM WITH (1) #5 TOP AND BOTTOM, IN GROUTED KNOCK-DUT BLOCKS. 5. ALL STEEL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER DRAWINGS SHALL SHOWINBEJSSIGNED AND DSEALED ABY AND LREGISTERED OFLORIDA PENGINEER, A COFC60RTOT90EAMPERELDER 200 OR IINGEONMEGAUGE COFY S 3.5 WALL SECTIONS C) TOP OF PARAPET (1) #5 BAR IN GROUTED KNOCK -OUT BLOCKS, ETOLERANCE) BVE THE HORIZONTAL HEAT S (DEPEENDF THE METAL) 6, MOISTURE BARRIER1 6 MIL POLYETHYLENE. LAP 6' AND TAPE ALL CENTERLINEBETWEENTHEEND CONNECTIONS,ALONG WITH ASTM E60 ELECTRODES. r� S 3.6 WALL SECTIONS JOINTS: 7, VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM 14, JOIST DESIGN ENGINEER MUST BE PROVIDED WITH A COPY OF THESE OF BAR AND AT 8' -0' O: C, MAXIMUM WITH A MINIMUM CLEARANCE OF 6: VERIFY THE EXACT SIZE AND LOCATION OF ALL FLOOR AND ROOF DRAWINGS AND SPECIFICATIONS, 26, STEEL TRUSSESi S3.7 WALL SECTIONS 7, CODES AND STANDARDS; (CURRENT EDITION) 1/2' FROM MASONRY, THE CLEAR DISTANCE BETWEEN BARS SHALL NOT OPENINGS FOR MECHANICAL EQUIPMENT WITH THE MECHANICAL A) TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRIDGING ACI 301 'SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS,' BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN 1': CENTER BARS CONTRACTOR PRIOR TO FABRICATION OF MATERIALS, METAL DECKING OF THE TRUSS SYSTEM DURING CONSTRUCTION, S3.8 WALL SECTIONS ACI 305 'RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING:' IN WALLS U:N.O: B) TRUSSES SHALL BE DESIGNED SO THAT NO HORIZONTAL ACI 312 'BLDG, CODE REQUIREMENTS FOR REINF. CONCRETE:' 7, SHOP PAINT - METAL ALKYD -OIL PRIMER, ANY OF THE FOLLOWING: 1, ALL METAL DECK SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER ACI 315 'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT:' 81 VERTICAL REINFORCING SHALL BE AS SHOWN ON THE DRAWINGS FILL SEE ARCHITECT FOR PREFERRED COLOR: DECK INSTITUTE: VERTICAL LOAD. C7 PREFABRICATED TRUSSES AND PANELS SHALL BE SQUARE AND S 4.1 DETAILS CELLS WITH COARSE GROUT AS SPECIFIED. PROVIDE ACI 90 DEGREE 81 MINIMUM LAP SPLICE = 30 BAR DIAMETERS UNLESS NOTED OTHERWISE, STANDARD HOOKS INTO FOOTING AND ROOF TIE BEAM: LAP SPLICE MANUFACTURER DESIGNATION 2, METAL ROOF DECK SHALL BE 1 1/2' DEEP, 22 GA„ WIDE RIB TYPE B BRACED AGAINST RACKING, D) TRUSS MANUFACTURER SHALL PROVIDE A BENT PLATE 3' X 3' X S 4.2 DETAILS VERTICAL REINFORCEMENT ABOVE FOOTING AND ABOVE EACH FLOOR PORTER NO. 298 AND GALVANIZED. 9, PROVIDE PROPERLY TIED SPACERS, CHAIRS, BOLSTERS, ETC, AS LEVEL UNLESS NOTED OTHERWISE: MAINTAIN VERTICAL REINFORCING MOBILE NO. 131`812 14 GAGE TYPICAL AT ALL RIDGE AND VALLEY LINES, S4.3 DETAILS REQUIRED AND NECESSARY TO ASSEMBLE, PLACE AND SUPPORT ALL SHOWN ON PLANS ABOVE AND BELOW MASONRY OPENINGS EXCEEDING 10'-0' TINEMEC NO. 1009 3. NOT USED REINFORCING IN PLACE.. USE WIRE BAR TYPE SUPPORTS COMPLYING CLEAR: CONTINUE FOUNDATION DOWELS BELOW ALL MASONRY OPENINGS, AMERON NO: 5102 AMERCOAT 27, CONTRACTOR TO SUBMIT THE FOLLOWING, ��++ 4.4 DETAILS WITH CRSI RECOMMENDATIONS, USE PLASTIC TIP LEGS ON ALL EXPOSED 4. MINIMUM FASTENING OF ROOF DECK WITH (7) 5/8' DIA: PUDDLE WELDS A) SUBMIT COMPLETE STRUCTURAL CALCULATIONS FOR THE STEEL �7 SURFACES, 91 ALL REINFORCED FILL CELLS ARE TO BE CLEAN AND FREE OF ANY SHOP PAINT ALL SURFACES OF STEEL EXCEPT ANCHOR BOLTS AND AT EACH SUPPORT PER 36' WIDTH (5) #10 TEK SIDE LAP FASTENERS EQUALLY: FRAMING SYSTEM, CALCULATIONS SHALL COVER ALL STUDS, S 4.AP 5 D E T AIL S FOREIGN MATERIAL OR DEBRIS, REMOVE ANY FOREIGN MATERIAL SURFACES TO BE FIELD WELDED, APPLY PAINT IN ACCORDANCE WITH SPACE, SEE PLANS FOR ADDITIONAL FASTENING: JAMB STUDS, RUNNER TRACK, BRACING, ATTACHMENT OF LIGHT 10, ALL BEAMS AND SLABS SHALL BE POURED MONOLITHICALLY, FROM FILL CELLS, INCLUDING POLYSTYRENE INSULATING INSERTS, SSPC-PA1, SHOP FIELD AND MAINTENANCE PAINTING, APPLY PAINT IN GAUGE FRAMING TO LIGHT GAUGE FRAMING, AND ATTACHMENT DF EXCEPT FOR REQUIRED CONSTRUCTION JOINTS PROPOSED CONSTRUCTION PRIOR TO GROUT POUR. SUFFICIENT VOLUME OR COATS TO PROVIDE A MINIMUM DRY FILM 5, MINIMUM FASTENING AT BUILDING PERIMETER OF DECK SHALL BE 5/8' LIGHT GAUGE FRAMING TO CONCRETE OR STRUCTURAL STEEL: JOINT LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL: THICKNESS pF AT LEAST 3 MILS BUT NOT MORE THAN 5 MILS: .. DIAMETER PUDDLE WELDS AT 6' DC B) SUBMIT DETAILED SHOP DRAWINGS FOR STEEL FRAMING SHOWING 10. REINFORCING BARS SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND THE TYPE AND SPACING OF ALL MEMBERS: ALL ATTACHMENTS 11, CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 8. SURFACE PREPARATION - PREPARE STEEL SURFACE IN ACCORDANCE WITH 6, INSTALL ALL DECKING 3 SPAN CONTINUOUS. SHALL BE CLEARLY DETAILED ON THE DRAWINGS, INDICATED AND SLAB RECESSES AS REQUIRED BY OTHER TRADES BEFORE CONCRETE SSPC-SP3 POWER TOOL CLEANING. ANY METHOD IN CONFORMANCE WITH SUPPLEMENTAL STRAPPING, BRACING, CLIPS, AND OTHER IS PLACED, NO SLEEVE, OPENING, DR INSERT MAY BE PLACED IN 11, REINFORCING BARS SHALL BE LAPPED 48 BAR DIAMETERS WHERE SPLICED AN SSPC SPECIFICATION OF HIGHER QUALITY THAN LISTED WILL BE 7: NOT USED ACCESSORIES REQUIRED FOR PROPER INSTALLATION. BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. AND SHALL BE WIRED TOGETHER. ACCEPTABLE, AT OPTION OF CONTRACTOR, WHEELABRATOR MAY BE USED C) SUBMIT CERTIFICATION OF MATERIALS FROM THE MANUFACTURER FOR PREPARATION OF STEEL SURFACES, PROVIDING RESULTANT SURFACE 8. USE WELD WASHERS FOR ALL DECKING 24 GA: AND THINNER. TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS AND RELATED 12. CONTRACTOR SHALL VERIFY EMBEDDED ITEMS, INCLUDING BUT NOT 12, WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IS EQUAL IN ALL RESPECTS TO THOSE REQUIRED: DRAWINGS LIMITED TO ANCHOR BELTS, BOLT CLUSTERS, WELD PLATES, ETC..:, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX 9. DO NOT HANG OR ATTACH DUCTWORK, CONDUIT, PIPING, EQUIPMENT, BEFORE PLACING CONCRETE: NOTIFY ENGINEER OF ANY CONFLICTS WITH REVISIONS BY REV. 4 - inr7in a E J � iK- U - Q . C, 'xi r-4 t_ as 1 o 0 U Q a4 ocn oocnr��� O cn Ln on � rn u0 �, �W0)z t CY_ r'L L- N �= OC 36� °Z U z Lei, v a V Q r -u �V) o . . o W �00 Lj 20) ® cn o) L o,n �a a C) z o Lr) M x Q LAI •O _U � L LL1 vi N tt� - > 0< d 00 -C O _ 14)�- � N O LL. Date: 12. 15, 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet si'l FOUNDATION FLAN NOTE HATCH INDICATES I. SLAB -ON -GRADE TO BE 4" THICK WITH II - WI4xWIA W.W-F. ON VAPOR EXTERIOR MASONRY WALL. BARRIER OVER COMPACTED SOIL U.N.O. TO WALL LEGEND 3'-4" 3'-4°' 3'-4 V-4" 3'-Im" 3`-IO" 11'-4" 12'-i" 4'-�u 7'-h" 12'-0" 35'-II,I 6�_4„ HATGH INDICATES 2. TOP OF SLAB ELEVATION = 0' -0" U.N.O. INTERIOR MASONRY ALL. - -_ _ - - - _ -- - - 11 TOP OF FTG. ELEVATION = 1(-) i'-4" U.N.O. (MATCH EXISTING) REFER TO WALL LEGEND 6`-�" TOP OF INTERIOR COLUMN FOOTING = 1(-) 1'-0" F-)Z- S4.1 (2) 3, PROVIDE 10" MIN. SOIL COVER OVER ALL EXTERIOR FOOTINGS. a ® CONTRACTOR TO FIELD VERIFY FOOTING ELEVATIONS. NOTIFY ARCH ITEGT/ENGINEER OF ANYGONFLIGTS OR piSGREPANGIES. REFER I I N \ TO 2/54.1 FOR STEPPED FOOTING DETAIL. _ _ m 12" MASONRY WALL (3) 6 AT CORNERS 6' w/ �"6 IN FULLY I 'p g 4. WALL FOOTINGS TO BE "WF2.61" (TYP.) U.N.O. (TYPJ U.N.O. REFER I -4- 2 -5 t Fa e + GROUTED CELLS A ° HATCH INDICATES i5tTO 3/642. - - ' '� 32" OC MAX 7 a 5 CENTER ALL FOOTINGS BELOW WALL OR COLUMN I I 1 � I 1 W ,Q o "0 l!m E I cDl 5" SLAB -ON -GRADE - - - - - - - - S4.5 "; d w/ 6x6 W2.IxW2.i W.W.F. ° 6. ALL FOOTING REINFORCING TO BE BOTTOM BARS U.N.O. m) GONT. 1/2" ISOLATION =I a IIl s I_I 5 I I S4.1I V JOINT 1. PROVIDE CORNER BARS AT ALL CORNERS AND f _ Uf 11I S4.1 UI I S4,1 I = (2) "6 I'-�" INTERSECTIONS OF CONTINUOUS FOOTINGS AND THICKENED SLAB STEG� 9 II 3'''-�" I I'-m" EDGES. REFER TO DETAIL 3/54.1 ADDITIONAL INFORMATION. _______ STEP - - - - - .� T _ • . _ - < - - - = ` - - - - = - - EXIST. FRAMING NOT 8. REFER TO ARCHITECTURAL DRAWINGS FOR MASONRY OPENINGS AND - - - - - - - - - - - - - - - - - - - - SHOWN FOR CLARITY ALL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS SHOWN W/ FTC. - - � - - ARCHITECTURAL DRAWING. ' II 11 ,t I f I !', GROUT S4.1 - - - EXIST. CONC /MASONRY •'. I IN DRAIN LINE. SOLID EXIST. MASONRY WALL TO TIE BEAM FIELD-VERIF 9. INSTALL MASONRY CONTROL JOINTS AT 32'-0" O.G. MAX. COOKD. w/ ARCH. AND BE REMOVED THIS AREA. AND NOTIFY ARCH./ENG. COORDINATE LOCATIONS AT EXTERIOR WALLS WITH /� I CIVIL. STEP FTC. AS OF ANY ARCHITECTURAL STUCCO JOINTS, REFER TO 1/54.2 AND 2/542, I I REQ'D. REFER TO 2/54.1 I DOUBLE WYTHE WALL w/ HORIZ. JOINT EXIST. MASONRY - piSGREPANCIES ('TYP.) �,� REINF. At 8" O.G. MAX. LOCATE FIRST CELL REQUIRING NEW 10. REFER TO ARCHITECTURAL/PLUMBING DRAWINGS FOR 4 I� Izi COURSE IN EA. WALL AND CENTER ALT. REINF./GROUT - FIXTURE/DRAiN LOCATIONS AND REQUIREMENTS, 54.1 F6 COURSES BETWEEN WYTHES OF WALL.(- Q GROUT CELLS SOLID I1. REFER TO ARCHITECTURAL/CIVIL FOR EXTERIOR SLAB AND C.J. _ EXIST. 6" C.M.U. AFTER REINF. HAS - -- SAW -CUT AND REMOVESIDEWALK INFORMATION. -.+. I-.-._ul_MASONRY WALL (TYP.) BEENINSTALLED U=� MASONRY FACE SHELL !' L - J t- ONLY AS REQUIRED C� d -1 FOR INSTALLATION of 12, REFER t0 I/643 FOR DESIGN WIND CRITERIA. I i ° > °A =� - I I I d0 (INTERIOR OR FOOTiNG;; 5GHEDULE f II I I H NEW VERT. REINF_ AS - EXTERIOR FACE) REINFORCING x W REAQUIRED. REFER TO t - DRILL AND EPDXY MARK SiZE DEPTH EACH WAY REMARKS I � S4.1 W m Q _ NEW DOWELS TOP AND TEl 1'-0" x CONT. 1'-4" (1) S CONT. TOP THICK. SLAB EDGE F6 I BOTT., 6 EMBED. (MIN.) (2) S CONT. Ot I I IK ~ -_-_ '- NOTE: At LOCATIONS WF261 2'-8" x CONT. I'-2" (3) "'S CONT. BOTT. C.J. i T - - - - WHERE EXIST. STEM WALL FTC. M5 AT 16" O.G. tRANSV. zo EXiST. CONC. - WALL IS GROUTED WF3(4) 115 CONT. BOTT. WALL FTG, L J SLAB W ---- SOLID; DRILL AND .5 3'-6" x CONT. I'-2" „5 AT 16" O.G. TRANSV. ' $ U EPDXY DOWEL INTO F3 3'-m" x 3'-0" I'-0" (3) S BOtT. COLUMN FTC. EXIST. FOOTING (TYP.) �j�� W_ J STEM WALL, 8" EMBED. I I (Y --- - -----4 F3-6 3 -0" x 6'-0" I'-0" (3) "5 L.W. BOTT. COLUMN FTG. I flr X W EXIST. FOOTING. ((o) 05 S.W. BOTT. FIELD -VERIFY AND 1 i I I I W � � � � � � ' (0 d ,-� 1= _; L NOTIFY ARGH./ENCs. OF F4 4i-0" x 4'-0" I'-0" (4)'S BOtt. COLUMN FTG. ---I II - --{ F4-6 4 -0" x s'-m" 1'-01' (4) "5 LONG WAY COLUMN FTC. I f I i I I= - ANY DISCREPANCIES. Y ram.. T - - - - - - - - - - 1 - 1'-0" it • - I F5 5'-0" x 5'-0" I'-2" (5) S EA. WAY BOTT. COLUMN FTG' I II I II2'-0"_ - '#I II- III Ilr II HATCH INDICATE WIDE x I -0 I I L I (III ! 1 II-1 - F5-II 5'-O" x 11'-0" 1'-2" (5) S L.W. BOtt. COLUMN FTG, I'- (MIN.) PEEP FTC. AUGMENTATION w/ (2) (11) S S.W. BOTT. CON?. TOP AND BOTT. DRILL AND I -I - I I =-I -I I' ® F5-12 5'-O" x 12'-0" 1'-4" (6) +'S L.W. TOP < BOtt. COLUMN FTG. I I rj� EPDXY 45x2 -4 DOWELS AT 12 O.G. I __ ' I I a M �� ., " EMBED. TOP II I (13J *5 S.W. TOP BOTT. MAX. TOP AND BOTT CP-5 AND FTC. AUGMENTATION TO MATCH F6 rot-0 x 6 -0" I -2" (6) "'S TOP E BOTT. COLUMN FTG. r =1 T I ] ITT II 1I -1 I ' - � - .., �.;' 12 _ N UJ f N f N X f S l l l I I _I Fa s -0 x a 0 1 4 CS)'S TOP 4 BOTT. COLUMN FTC. j� �. ���� ® F8-15 8'-0" x 15'-m°F4' (9) 05 L.W. TOP a BOTT. COLUMN FTG_ -0" (16) "'5 S.W. TOP d BOTT. STEEL. COL Ut' / 5, 6E FL ATE &CAE D UL E COLUMN BASE ill BASE lE MARK SIZE SIZE TYPE REMARKS (U.N.O.) H65-1 5"x5"x3/fro" 3/4"xl2"xi2" TYPE "A" (4) 3/41IOA4" 11466-2 6"x6"x3/16" 3/4"x12"x12" TYPE "A" (4) 3/4110x14" 1485-3 6 "x6 "x3/8" 13/4"x12 "x12" TYPE "A" (4) 3/4"OA4" 145S-4 6"x8"x3/16" 3/4"xl4"xl " TYPE "A" (4) 3/4114>xl4" H6S-5 12"x6, Vl6" 1"xl2"xl4" TYPE "B" (4) 3/4110x14" 1 1/2" TYP, Y 1 1/2" TYP.lu (K r • I I ' , � I I W r • • 11` II lE 1I8 x3 x3II W • (TYP.) TYPE 11,411 TYPE "B" TY . ANCHOR DOLT 1. REFER TO 8/64.1, 10/94.1, AND 12/54.1 FOR HSS STEEL COLUMN DETAILS. 2. ALL ANCHOR BOLTS TO BE F1554-GR36 DRILL AND EPDXY *3 x 0'-8" DOWEL AT 16" O.C. MAX. (4" EMBED) EXISTING SLAB (W/-\ NEW TOPPING AS REQ'D.) x x - - --- x i IIi WALL LEG;EN[:) WALL TYPE REMARKS HATCH INDICATES $" MASONRY BRG. WALL w/ 4'6 VERT. IN FULLY GROUTED CELL AT 32" O.C. MAX. (EXTERIOR WALLS) INDICATES 6" MASONRY BRG. WALL w/ % VERT. IN FULLY GROUTED CELL AT 4a" O.C. MAX. (INTERIOR WALLS) r INDICATES 3 5/a", la GA. (362 5162-43) MIN. METAL STUD FRAMING AT 16 O.C. MAX. REFER TO PLAN FOR ADDITIONAL INFORMATION INDICATES 12" MASONRY BRG. WALL w/ 06 VERT. IN FULLY GROUTED CELL At 32" D.C. MAX. (SITE WALLS) i. REFER TO PLAN AND DETAIL 3/54.2 FOR VERT. REINF. AT ALL WALL CORNERS AND INTERSECTIONS. (TYP_) UN.O. REFER TO FILLED CELL SCHEDULE FOR VERT. ADJACENT TO MASONRY OPENINGS (TYP.) U.N.O.. 2. VERT. REINF. TO BE HOOKED INTO FOOTING AND ROOF TIE BEAM LAP SPLICE REINFORCE BARS 4a BAR -0AS REQUIRED (TYP.) U.N.O. 8 3. REFER TO PLAN FOR ADDN'L./SPECIFIC REINF, REQUIREMENTS. 4. REFER TO 61642 AND 1/64.2 FOR TYPICAL DETAILS AT MASONRY OPENINGS. 5. REFER TO SHEET 63.1 FOR TYPICAL METAL STUD FRAMING NOTES. FILLED CELL 5 C H E D U L E (ADJACENT t0 MASONRY OPENINGS U.N.O.) OPENINGS LESS THAN OR EQUAL TO 3'-4" (1) "ro EACH S1DE OPENINGS GREATER THAN 3'-4", BUT LESS THAN 6'-4" (2) 06 EACH SIDE OPENINGS EQUAL TO OR GREATER THAN 6'-4", BUT LESS THAN 6'-4" - (3) *6 EACH SIDE OPENINGS GREATER THAN 0'-4" REFER TO PLAN W.WF. "--(I) ""5 CONT, T"r f=[C;AL SECTION (NEVEXiST. 5LA 5 CONNECTION) SCALE: 3/4" = i'-0" ■ KE 'r I L,4N I . •0 REVISIONS - BY ADDENDUM 1 2/4/i 1 REV. 2 - 3/18111 CLIENT/r-ONTRACTOR REVISIONS REV. 4 - 1/25/11 I� U i� :J r cry U CL 'n s� }2 c3 E U _ E W U N . � _> 'JIti 3 3 m ti ti ti N ti a 1 H W �0: a H U � a v o 0 Aa" �O p m: o� (n u0 o ro Z N (0 �rn _. L0 _mower GC 5 r- W <L; N L1 1 a v L,. Zu) o I.LJ do L�j LLj '/uJ C Q z^ �U ) CC� CL _0 z O a) Lo 'W (� x Q p w C.) t 0 V) a �. a W v W L e M O Q s' � A � 0 0 00 -F a-t!U N O Date: 12, 15, 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2.1 H55 (L.S.H.) (3) "r AT CORNERS (TYP.) U.N.O. REFER TO 3/S42_ 6 S4.4 HORIZ. BRIDGING EQ. SPACED -� BTWN. SUPPORTS w/ X-BRIDGING AS SHOWN. (TYP.) A HATCH INDICATES MASONRY PARAPET w/ *6 At 32" D.G. MAX\ (TYP.) U.N.O. CLAP SPLICE W/ REINF. FROM BELOW OR HOOK DOWEL INTO ROOF TIE BEAM). REFER TO PLAN FOR ADDN'LJSPECIFIC REINF. REQUIREMENTS. 1 W S3.1 J.B. 18'-0" X 5 x x S4.4 cfJ ai x HSS 8"x6"x3/16" HIGH BEAMS: 5OTT. BEAM ELEVATI ON 15'-0" (COORDINATE w/ ARCH.) () W18x1I BEARSONSTEEL COLUMN L DBL. ANGEL STEEL BEAM CONN. TO W21X84 (++) W21X84 BEARS ON HSS BEAM INSTALL FULLY WELDED 1/4" SHIM IE AS - el Has 12 "X8"X3/16 " Sl �4 r,rP. � m x x TYP. m HSS 12 "X6"X346' (L_S_V_) tK 3 Cl lks3.1 LOW BEAMS: 5077_ BEAM ELEVATION = 8'-0" (COORDINATE w/ ARCH.) C +) WI8x11 BEARS ON STEEL COLUMN w/ lE1 GEI STEEL BE CONN-TO 21 84 AIR L G C S SCALE: 3/32" = I'-0" 1 S3.3 4 HSS 11/2 "xl 1/2 "xl/4" REFER 70 4/64.3. T54 (15'-4") TP A n REFER TO AIRL FRAMING PLANS THIS SHEET d HSs 2 1/2"4 1/2 "xl/4" - REFER TO 2/54.5 CSIMJ (24.4 HSS 2 1/2"4 1/2 "xl/4" - OUTLOOKERS AT 4'-0" O.G. MAX. (TYP.) A HSS 2 1/2 "x2 1/2 "xl/4" - REFER TO 2/54.5. CONCRETE LINTEL. SCHE D UL E HSS 2 1/2" x a 1/2" x I/4" REFER TO 2/54.5. (SIM.) MARK SIZE REINFORCINGREMARKS _ n " "All 4 L_2 8ll x 6" (2) 05 CONT. TYPE nB" J B. 16'-8" 2 4 TB4 (15'-4") _ S3.1 S3.1 TYP. ' TYP. 4 n I - HSS 2 1/2" x 2 1/2" x 1/4" I +(-:; '' r{, N ,�, j I I MASONRY WALL. - 'aP" J .� I I REFER TO 13/54.1. (SIM.) I I REFER TO 6/S43 'sP" JOI T i I (L4"x4"xl/4") AT NEW - n EXISTING (2) COURSE FANS (TYP.) U.N.O. G.C. JB. 18'-0" OILTIE BEAM TO REMAIN. FIELD -VERIFY FOR NEW 'SP" JOIS G.G. TO FIELD -VERIFY FANS AND INSTALL AS - _ 8 I AND NOTIFY REQUIRED. 4 61 o S4.4 ARGHJENG. OF ANY "SP" J0157 U °o_DISCREPANCIES. I 4 (L co �„ EXIST. PARAPET REFER TO 5/543, 6/43, - - I 'SP" JOIST �% `- + '••. x TO REMAIN. AND 1/S43 FOR NEW - CURB FRAMING AT NEW - - I - MECHANICAL - EQUIPMENT (TYP.) U.N.O. 'ap" JOf ��SP" JOIST 0 T � I r T� I I Z_ I I I I 1 39 LBS U1 SP JOIST k I I I i I - - - - -.- - s J IST P " O �B - _ -� o- cf7 S JOIST " " P I I TU-5b I cf7 I 139 LBS I - I I NEW OPENING IN Y EST. MASONRY R ILL I O 4 WALL. REFER t0 �� SP JOIST �- �� 2 � ��� � SP JOIST c� I x I - I I X N _ REFER TO 3/64 5> FOR EQUIPMENT �� �� R U c I - ® I I i REFER TO 8/943 FOR BOOMS 1000 9 SP JOISTS 1,239 LBS I :. I I JOIST REPAIRS (6-JOISTS : S4.2 LBS MAX., LOAD ` I, 4 I T - I - € THIS LOCATION). REPAIRS EA_ BOOM (TYP_) I - REQUIRED ONLY AT RTU 4 "SP" JOIST JA _ L REFER p 4 - I - - - BR�s. END. I IR TU- 4 III 3 SP JOIST-''s 186 - TO 9/S4 III o ISIM.)O I -4 I III Ida ~\ � JOIST o 3 I -{ -4 I I I I 4.3 z T- S i I I I -- I x U I I LUALL. TIE 5EAM SC>4EEDULE REINFORCING MARK SIZE CONT, BARS STIRRUPS REMARKS TBl 8" x 16" (1) 05 t 4 B 1 2 TYPE "A" T52 8" x 8" (1) 4'5 3, TYPE "B" T153 8" x 16" (1) 05 T 4 B 2, TYPE "C" TB4 8" x 24" (I) *5 T, M 4 B 13, TYPE "0" TB5 16" x 16" (2) 05 T 4 B 3, TYPE "E" • I ::g I LA • J ! h •• •• k.• • I 9 v J1 TYPE "A" TYPE "B" TYPE " C" TYPE "D" TYPE "Ell NOTES: 1_ TYPICAL AT ALL MASONRY WALLS, ROOF LEVEL, UN-0. 2. (2) COURSE MASONRY KNOCK -OUT BLOCK U.N.O. 3. TYPICAL At ALL MASONRY WALLS, PARAPET LEVEL, U.N.O. 4. ( ) = 507T./TIE BEAM 5. (3) COURSE MASONRY KNOCK -OUT BLOCK U.N.O. ul - GROUT (2) CELLS 4 © -t . - I SOLID AT END OF - - X " „ SP JOIST I MAS. PARAPET WALL + I 4 I - 71V7 "sP" 4 S4.3 SAW -GUT AND JOISTREMOVE -PARAPET- kL 0 JOIST W24x55 (18' o"} REFER TO 8/84.3 AND L 'SP" 9/843 FOR JOIST 13 I REPAIRS (6-JOISTS w .:j I I 1 _ _ I _ I_ . - . _ tN1S LOCATION) S4.4 SP„ JOIST REFER O NEW OPENING IN j j- j T (L I I - 9/8,42 (SIM.) EXIST. MASONRY -j EXIST. ROOF EXIST. STEEL I. � +�I/ � / 12 _ WALL. REFER TO JOIST (TYP.) BEAM (TYP.) ;5, 51 � I � 4 ` LB o 13/S4.L 1 1- . - i . - . - . - . j- . - . - S4 4 i- o 11) - 20<4. - - j I EXIST. BRIDGING 75I 116'-0") F ��I/ �I/ U cct"SP" JOIST 1 (TYP.) I (5) SPACES At IL "SP" JOIST (+/-) 5'-8 1/2" x N - --- NEW OPENING IN _.I I �I/ NEW L1 1/2"xl 1/2"x3/6" X-BRIDGING AS SHOWN. : _9 � � _ _ _ �,f __ EXIST. MASONRY j" 1 �. WELD TO TOP AND BOTTOM CHORDS OF JOISTS € II WALL. REFER t0 I / AND WELD ANGLES At MfD-POfNt, (TYP. AS w 0- \ I I P 13/S4.1. I WN AT NEW MECH. UNITS) co A)- m 12 �I/ �1F \vI/ OISt� - . j iV R -4 4 I LBS cx S4.2 W18x35 (18'-0"} W18x35 (18 0) € W21x44 (18'-0") (2 SPAN CONT.} 15 I I j �I/ € REFER TO 5/543, 6/543, AND 13 ( 14 S4.2 1 I i 1/843 FOR NEW FRAMING AT cU EXTEND JOIST BOTTOM 10 NEW EQUIPMENT AND ROOF S4.2 CHORD AND FASTEN TO S4.4 - - _ I _ _REFER t0 6/S43 1 €- - OPENINGS (TYP. AT JOIST 54.2 I (L4"x4"xl/4") AT NEW \I/I BOTTOM BEAM FLANGE. I LOCATIONS). FRAMES NOT FANS CTYPJ U.N.O. €€ I SHOWN FOR CLARITY W1 77 (16' 8") - 7- -� REFER 10 11/54.4 AND - \ -- 9 I I € 4 67, 14/54.4 (TYP.) - - UPPER WALLS THIS AREA TO TO BE 6", 10 2 4 57EEL J IST 18 GA_ (600 6162-43A METAL STUDS AT i8K(o EEL JOIST- (5) SPACES AT 4) SPACES A L (5) SPACES At I 1 16" O.C. MAX. COOR'D. w/ 3/63.1. �(1) SPACES AT - - EP (+/-) 5'-3 3/4" (+/-) 5'-11 I/4" l+/-) 5'-8 1/2" 1 I _ 7`. / HSs 4"x4"xl/4" (18'-0") NORIZ. BRACE. 11 o FULLY WELD TO STUD COLUMN. REFER TO 1/53.1 FOR CONN. TO MAS. _ REFER TO II/542. 15 I 6 4 (4-LOCATIONS THIS AREA) --- e x (TYP. I © - - S4.2 S4.5 - - - S4.5 HSs 6"x6"x3/16" STUB COLUMN (ABV. REFER TO J B 116'-8" I STEEL BEAM) WELD TO STEEL BEAM c° W27x84 (18'-0") - - - - _ = W24 55 (18'-0') -- - j®/$42. 1 W 12x26 16'-10 1/2") -, FULLY WELD TO HSS 10"xb"x3/8" I I MCi8x42, EA. FACE - --- N _ T = N N _ N _(2 SPAN C NT.) = N irir� N N T N - CV ..... ... = 4- OP/NICxH BEA 0" M= 6' /211 TOP/ OW AM I0 I L BE I - / • cy) o r (4) SPACES AT T r r T- io o io o --- - - - 3) SPACES AT T ' (3) SPACES AT�T ' �3) SPACES AT `r r 3(3) SPACES AT '-� o-pis --- '� o -' ` - r T 3) SPACES AT `T r o ' .- r _ co ,- 4) SPACES t X HSs COL. CONT. FROM FTG. TO W x45 (1 ' 8") T C+/-) 5'- C+/-) 6'- C° C+/-) 6'- " `A (+/-) 6'- `° (+/-) 6'- " `D (+/-) '- " cb co (+/-) 6'-0 I/ T TOP/PARAPET (2-LOCATIONS - THIS AREA) W10x22 (16'-8") 10x2 W10x22 (16-8") 1 I W10x22 (16'-8") 1 I W10x22 (16'-8") I I W10x22 (16'-8") 1 I W10x22 (16-811) 1 Ox2 1 W10x22 (16-8")% 4 ss 6"x6"x3/16" T54 (15'-4" TYP. 4 METAL STUD FRAMING. REFER TO 1/53.3 AND 2 /53.1 (15'- 1/54B (TYP.) } 2 /2' DEEP 7 P . q CHORD JOIST Q EXTENSIONS C YP.) i w0 I I 1 O S3 q0 UU TYP. STOREFRONT SUPPORT BEAMS UN.O. HSs 6"x6" /16" B+TT. At 15'-0" HIGH) HSs ro 3/16" TOP AT 12'-0" HSS 8"Xro 3/lro" (L.S.v.) BOTT. AT 9'-0" (LO ) REFER TO AND 2/5314 1 3 5/5" METAL STL 14 2 10 2 PARAPET (TYP.) 4.2 S3.4 S4.4 S3.3 U.N.O. REFER TO 2/533, 1/53.4, AND 2/S3.4. r a0 m 61 FRAMING FLAN SCALE: 3/32" = I'-01' tOPA4IG-I BEAM = 24'-0" S4.3 TOP/LOW BEAM = 18'-0" NOTE_ FULLY WELD EDGE ANGLE TO STEEL BEAM (TYP.) HSs 1 1/2" x 1 1/2" x 1/4" OUTLOOKER AT 2'-0-" O.G. MAX. 3 1 (SIM_ TOP/HSs AND TOP/EXIST ROOF = ' S3.7 S3.7 18'-019 W10x22 (16'-10 1/2") HSS 6 "x6 "x3/6" STUB COLUMN (ABv_ STEEL BEAM.) WELD TO WI0x22. LOCATE 1/4" STIFF IE OPPOSITE FACE OF DBL. ANGLE BEAM CONNECTION. , ROOF FRAMING PLAN NOTES: I. METAL ROOF: DECK TO BE 1 1/2" DEEP, 22 GA., GALVANIZED, TYPE "B" FASTEN ROOF DECK w/ (1) 5/5" DIAMETER PUDDLE WELDS AT EACH SUPPORT AND (5) 010 TEK SCREW SIDELAP FASTENERS EQUALLY SPACED BETWEEN SUPPORTS. REFER TO 1/54.4. 2. JOIST SPACING = SEE PLAN, EQUALLY SPACED BETWEEN SUPPORTS NOT TO EXCEED 6'-0" O.C. MAX. U.N.O. 3. J.B. < > ■ J015T BEARING ELEVATION U.N.O. REFER TO PLAN. 4- ROOF SLOPE - FLAT U.N.O. (REFER TO ARCH. DWG'S_)_ 5_ "SP JOIST" DESIGNATES SPECIAL JOIST LOADING. REFER t0 STRUCTURAL NOTES/SPECIFICATIONS FOR SPECIAL JOIST NOTES. 6. ( ) = TOP OF STEEL ELEVATION. 1. CONTRACTOR TO COORDINATE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL EQUIPMENT SHOP DRAWfNGS PRIOR TO JOIST FABRICATION. REFER TO DETAILS 2/54.4, 3/64.4, AND 4/54-4. 8. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS OF CONTINUOUS BEAMS AND TIE BEAMS. REFER TO 5/54.2 FOR ADDITIONAL INFORMATION. S. REFER TO 1/643 FOR DESIGN WIND CRITERIA. EXIST. ROOF FRAMING PLAN N : 1. CONTRACTOR/ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING OF EXISTING BUILDING COMPONENTS DURING CONSTRUCTION. 2_ EXISTING ROOF JOISTS ARE EQUALLY SPACED AS SHOWN BETWEEN SUPPORTS. CONTRACTOR TO FIELD -VERIFY EXISTING JOIST DEPTH AND SPACING AND NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 3. CONTRACTOR t0 FIELD -VERIFY EXACT JOIST SPACING AND LOCATIONS AS REQUIRED FOR NEW CONSTRUCTION. ALL EXISTING JOISTS ARE TO REMAIN IN PLACE AND ARE NOT TO BE GUT OR DAMAGED. CONTRACTOR TO NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTS. I 4. CONTRACTOR t0 FIELD -VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS AS REQUIRED FOR CONSTRUCTION. NOTIFY ARCHITECT/ ENGINEER OF ANY DISCREPANCIES. 5. SHORE EXISTING ROOF FRAMING AS REQUIRED. SHORING IS TO BE i ` DESIGNED BY ALIGENSED FLO A ENGINEER. I A EXISTING BRACING AN I GING TO MAIN IN PLACE- -1. 6. LL EX S NG BRA D BR D RE CONTRACTOR TO COORDINATE EXACT SIZE AND WEIGHT OF MECHANICAL EQUIPMENT AND PENETRATIONS WITH MECHANICAL i EQUIPMENT SHOP DRAWINGS. REFER TO 5/54.3, 6/54.3, AND 1/543. 8_ CONTRACTOR SHALL REINFORCE/MODIFY ALL JOISTS PRIOR TO SETTING NEW MECHANICAL EQUIPMENT. SHORE EXISTING JOISTS At THIRD POINTS OF SPAN PRIOR TO COMMENCEMENT OF WELDING NEW CHORD/WEB MEMBERS. 9. REFER TO 1/543 FOR DESIGN WIND CRITERIA. IDEMOLITION/SHCoo) f RINO N 0 T E50."': P I. EXISTING ROOF BEAMS/GIRDERS SUPPORTED BY EXISTING COLUMNS/ WALLS BEING REMOVED ARE TO BE FULLY SHORED FOR THE FULL LENGTH OF THE BEAM/GIRDER. SHORE EXISTING ROOF JOISTS AS REQUIRED. 2. SHORING IS TO BE DESIGNED BY A LICENSED FLORIDA ENGINEER, RETAINED BY THE CONTRACTOR, JOIST MANUFACTUi R NOTE: 1. MECHANICAL EQUIPMENT WEIGHTS AND LOCATIONS TO BE VERIFIED PRIOR TO JOIST/GIRDER FABRICATION, <E `�, L N REVISIONS BY ADDENDUM 1 2/4/11 REV_ 2 - 3/I9/II CLIENT/ccwRAcT REVISIONS REV_ 4 - 1/25/11 r I U � � C i 1 OD b -E O C N �N 3. ti If- «; ti N ti 1 f: ram:: :x Eli �x . z ..#>..... .. cs: ` u') CD r- Z � 2 r,rn •� Ln ZLJMZ N W z � 3� Z0 u_ a 0 V2d� ZV) O ^off 0 W 0U :2 Z -LJw -20) N� ca N tn c 0 z U N 6 r` °0 N 0 0 FAZ U Z cv O M a _J Cr v x Q w U •� 0 L LL. < Ld 0 rn = Q O. 0 ao 0 0 -® 00 Q m tV O LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2.2 REFER TO 5PEEt 52.1 AND 5�4EET 52.2 FOR r,rPfcAL FLAN NOTE5 AND 5GHEDULE5. REFER TO SHEET 522 1 ! rOR ADi� 1T I OVAL I INFORMATION I j REFER TO 1/63.1 FOR HORIZONTAL BRACE CONNECTION TO EXISTING MASONRY. (4-LOCATIONS THISACES. '� �')LOCATIONS /C�kH H55 ro "xro "x1/4" TOP/HIGH BEAM = 22 -811 TOP/LOW BEAM = 15'-011 4"x4"A/4" HORIZONTAL REFER TO 1/53.1 THIS AREA) METAL STUD SOX BEAM. REFER TOYP_ 2/53.5 HS6 COLS. CONt. FROMFTCs. `- -- t0 TOP/PARAPEt 1 2 . 9 (1S4.4 S3.8 (4-LOCATIONS THIS S3.7 S3.7 TOP/MAS. = Iro'-10 1/2" AREA) REFER TO 15/54.2 CANT. GANT. 2 HS5 ro "xro "xl/4" HSS 6IG "BE lTYP.) 2'-4" 2'-4" TOP/HIGH BEAM = 22'-8° TOP/HIGH BEAM = 22'-8" REFER TO 1/54.51=-- (VERIF ) (VERIFY) S3 $ TOP/LOW BEAM TOP/LOW BEAM = 13'-0 3/8" (VERIFY) (SIM.) 2 -- --- 53.6 , W12x26 I r �-� W1 x2sY,1. I W12x26 ` REFER TO 1/54.5 ( 6'-10 1/?,' (16'-10 1/2") I 1/6'-10 1/2) TOP/MAS. = 15'-4" I I I 10 1 I I ; J- S4.4 z Y/ ' = z N ; 2'-S" (VERIFY) C o U COOR'D. WALL m INISH/SH ATHING w/ A C 80 ^®- - - - 4 ^- - -� ` REFER TO 11/54.2 FOR DBL. ANGLE BEAM r , , CONNECTION. REFER TO 14/54.2 FOR TOP 1 54.5 Sl FLANGE BEAM CANT. (4-LOCATIONS) REFER TO 12/54i2 -- CANT. 11 1' CANT. - - - TOP/MAS. = r - - - - - - - - - - - - - - - (TYP.) W 12x26 1 I W18�7 I 10 16' 10 1/�") WELD DECK EDGE ANGLE TO H55. v (16'-8") 1 ---- - 1 � \tt' 53.6 ! I ta, W 6x67 6 VERIFY j � I I[T-rl \?�G JAG vERFY 1 W12x26 HS4.4 2 I I I LJ t J C -- fY S3.5 - -(16'-8") - L J S4.5 - TOP/MA5. = 16'-8" �j El 151MJ (SIM.1 2'-4" 1m'-s" 16'-O" OnN1NG 2'-41 " F' HSS 2 I/2x 2 1/2x I/4" Ll 1/I=RIFT) ----- (COOR'D. w/ ARCH.) -- ---- (VERIFY) - --- OUTLOOKER6 AT 4'-0" O.C. MAX. (TYP.) p d HS6 6"x(o"xl/4" NSS (o"X!a"XI/4" U U1 TOP/BEAM = 23'-4" 1 1 1 TOP/BEAM = 23'-4" cp S3.5 S3.5 S3.5 HS6 6 "X& "XI/4" TOP/SEAM = 23'-4" - N (AT FULL- (AT FULL- BOTTJBEAM = IS'-4° U- ® HEIGHT HEIGHT SIGN) SIGN) FRAMING PLAN SCALE: 3/32" = I'-0" KE � FLAN A FOUNDATION PLAN SCALE: 3/32" = I'-0" REVISIONS BY ADDENDUM i Q 2/4/11 ITV. 2 - 3/I8/11 Q CLIENT/CONTRACTOR(� REVISIONS REV.4 - 1/25/II A 0 :J o 0 W U >= v c ~ E Q LJ Y ? 3 g CyJCie r ti ti: r-- 0 a e u©`" o04 a� 0orn Q 00 O L Ln o Z Mrn L"Ln ZW mz C7 I- WLLJ h N LLA 0 o �� ax V4_jaa Q LZ .. WHO0 or- 7w N Q o z� cv � v � o z O N � � M x < 0 LLI _U ,-- O _® ( fj L t� '0t Q Q N LnCL _ A 0 00 O 0 M i1. CL N J L.L Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S2.3 METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD ROOFING. ROOFING. FASTENING NOTES ON SHEET 53.1 REFER TO ARCH, REFER t0 ARCH, FOR CONNECTIONS TO METAL METAL ROOF DECK. REFER TO STUD FRAMING/MASONi Y i TALL. CONT, L2" x 2" x 16 GA, PLAN. REFER TO METAL STUD w/ (2) *10 TEK SCREWS FASTENING NOTES ON SHEET $3.1 CAP/1=LASHING. REFER EA. LEG AT EA. STUD. FOR CONNECTIONS TO METAL TO ARCH. (TYP.) STUD FRAMING/MASONRY WALL.. PARAPET CAP/FLASHING. (1) COURSE K.O. 20'-fI)° ROOFING, REFER TO ARCH. (TYP.) BLOCK w/ (1) 45 CONY. TOP/MASONRY REFER t0 ARCH. __ -_(1) COURSE K.O. BLOCK -(a" & CONT. L3" x 3" x 3/16°i— • TOP/MASONRY w/ (1) "5 CONT. TOP/MASONRY I WELD TO EA. JOIST. x WALL S EAT INC. RE ER O ARCH. CONIT, L3" x 3" x 3/16" METAL ROOF DECK. PARAPET VERT. REINF. 90° STD. ACI HOOK (TYP) UN.D, WELD TO EA. JOIST. REFER TO PLAN. REFER TO PLAN, (2) COURSE (1) CONT. 3 5/6", IS GA, TRACK METAL ROOF DECK. COURSE KO. REFER TO PLAN. I I BLOCK w/ (1) 05 PARAPET VERT. REINF_ -- IS'-0" CONT. EA. COURSE REFER TO PLAN. (TYP.) JOIST BEARING & 6 // • CONT. L2" x 2" x 16 GA. wl TF I JOIST BEARINGS 90° STD, ACI HOOK I q METAL ROOF DECK. S4.4 (2) *10 TEK SCREW EA. LEG AT EA. I I I (4) *10 TEK SCREWS (TYP.) REFER TO PLAN. I I STUD AND 1/4"411 3/4" TAPCON -. .. � I SCREWS AT 12'O.C, MAX. AT I I I MASONRY WALL_ (2) COURSE (1) COURSE K.O. - I I BLOCK w/ (1) +�5 CONT. EA. COURSE w• 3 5/8", IS GA. METAL STUD \ (2) COURSE (1) 5 I I FRAMING At 16" D.C, MAX. COURSE K.O. !I s S4.4 I I 3 5/6", 18 GA. METAL STUDS _ - - - - - - (TYP.)UN.O. ------------------ � � I I 5 GBO�T. EA. COURSE AT 16" O.C. MAX. (TYP.) U.N.O. (4) *10 TEK SCREWS (TYP.) S4.4 BRIDGING. STEEL ROOF i PRE-ENGINEERED ALUMINUM REFER TO PLAN. JOIST. REFER TO x , x " K STEEL ROOF PLAN. COMPOSITE PANEL AND (2) COURSE K.O. x 15'-2 1/2" OL JOIST. REFER TO CONNECTIONS BY DELEGATE BLOCK w/ (1) S CONT. BOTT✓MTL. STUD PLAN. I SPECIALTY ENGINEER EA, COURSE (TYP.) 14 GA. CLIP (COOR'D. w/ ARCH.) 3 5/8", IS GA, HORIZONTAL ANGLE HORfZ, JOINT REINF, METAL STUD BRACES AT STEEL ROOF JOIST. LOCATED AT CONT.* 2" x 2" x 16 GA. AT iro" O.G. MAX. PRE-ENGINEERED I I 46" O.C. MAX. VERT. (TYP.) REFER TO PLAN. EA. STUD w/ l2) 10 TEK SCREWS MASONRY WALL. ALUMINUM COMPOSITE VERT. REINF. I WALL SHEATHING. MASONRY WALL. EA. LEG At EA, STUD, REFER Y PLAN. PANEL AND CONNECTIONS REFER TO PLAN REFER TO ARCH. (TYP.) U.N.O. REFER TO PLAN. CONT. 3 5/8", 18 GA_ METAL VERT. REINF. BY DELEGATE SPECIALTY VERT. REINF. TRACK (TYP.) U.N.O. REFER TO PLAN ENGINEER. 3 5/6", 16 GA. DIAGONAL METAL REFER TO PLAN. STUD BRACES AT lro" O.C. MAX. (HORIZ. JOINT REINF. (TYP. WHERE SHOWN) AT 16" O.C. MAX. 2 SECTION 3 SECTION BOTT./METAL STUD O 3-ALE: 3/4" = 1'-0" (REFER TO ARCH SECTION 2/Aro) SCALE- 3/4" = 1'-0" (REFER TO ARCH SECTION 1/46c) HORIZ. JOINT REINF. (COOR'D. w/ ARCH.) AT 16" O.C. MAX. PARAPET CAP/FLASHING. GONT. L2" x 2" x fro GA. REFER TO ARCH. (TYP.) w/ (2) *10 TEK SCREWS 20-'-0" n - EA. LEG AT EA. STUD. TOP/MASONRY PARAPET CAP/FLASHING. REFER (1) COURSE K.O. TO ARCH. (TYP,) BLOCK w/ (1) 05 6 PARAPET VERT. REINF. " GONT, S4.4 REFER TO PLAN. ROOF-ING. O ARCH. CONT, 3 5/8 , IS GA. TRACK BOTT./PRECAST LINTEL METAL ROOF DECK 14 GA. CLIP ANGLE i (COOR'D. w/ WINDOW MFR-) REFER TO PLAN. (2) COURSE (1) AT EA. STUD PRECAST CONC. LINTEL w/ COURSE K D, (1) *5 CONT. GROUTED CONT. 3 5/8", 18 GA. METAL BLOCK w/ (1) 45 SOLID. REFER TO 4/54.2ONT, EA. COURSE TOP/MTL. STUD TRACK (TYP.) U.N.O.UO— — — — — — — — — — 15 L4" x 3" x i/4" (L.L,V,) AND 5/64.2, 90° STD. ACI HOOK I I METAL ROOF DECK. S4.4 METAL ROOF DECK. WELD TO EA. HSS CONT. L4"x4"A/4" REFER TO PLAN. 16'-10 1/2" REFER TO PLAN. — — — — — — — — — — DECK BRG. CONT. 3 FP/5", 18 GA. I I --- ----TRACK (ll COURSE K.O. --------------------------------------------------xl I BLOCK w/(1)*5------------------------- — — — — — — — — — — — — GROUTED SOLID. l2) COURSE (1) CONT. L4"x4"xi/4° _ r i = " — — — JOIST BR G, I I REFERTO6/54.2. GouRSEK.o. —-----------—=-------- —=----------- I I I I BLOCK W/ (1)'S I I I J MASONRY WALL. CONT. EA. COURSE 90' STD,ACI HOOK REFER TO PLAN. BRIDGING. REFER TO PLAN. r � _.. ---- -.--............................- ...-. ---- .... .._...- ..... - - - ----- - - - - - - - n 1/2 11 _STEEL .ROOF:JOISl"; BO .. D REFER t0 PLAN. ICOOR'D. w/ ARCH.) STEEL ROOF JOIST, (4) *10 TEK MASONRY WALL. REFER TO PLAN. CONT. L3" x 3" x 1/4" SCREWS (TYP.) REFER TO PLAN. WELDED t0 JOlet TOP 3 5/8", IS GA. METAL STUD BRIDGING. CHORD FRAMING AT 16" O.C. MAX. HORIZ. JOINT REINF. REFER t0 PLAN. H55 2 1/2" x 2 1/2" x 1/4" AT (tYPJ UN.O. AT 16" o,C. MAX. 4'-0" O.C. MAX. CONT. L2" x 2" x 16 GA, w/ (2) *10 TEK SCREWS PRECAST CONC. LINTEL w/ VERT. REINF. STEEL BEAM. EACH LEG AT EA. STUD. (l) *5 CUNT. GROUTED REFER TO PLAN. REFER TO PLAN (TYP,) SOLID. 'REFER TO 4/54.2 Jam- 90" STD. ACI HOOK PRE-ENGINEERED AND 5/542. ALUMINUM COMPOSITE BOTT✓LINTEL BEAM PANEL AND CONNECTIONS STOREFRONT (BY OTHERS)--- --** (COOR'D. w/ WINDOW MFR.) BY DELEGATE SPECIALTY 5ECTION Q SECTION SALE:- TOrc : 3/4" a P-0" (REFER ARCH SECTION I/Ab) SCALE: 3/4" = 1'-0" (REFER TO ARCH SECTION/ 6a METAL STUD FASTENING NOTE: GENERAL NOTES: (UNLESS NOTED OTHERWISE) 1. COORDINATE ALL DIMENSIONS/ELEVATIONS WITH ARCHITECTURAL I. REFER O PLAN, DETAILS, AND WALL SECTIONS FOR MINIMUM STUD SIZE. DRAWINGS. 2, MINIMUM CLIP ANGLE TO BE AS FO 2. COORDINATE WALL SHEATHING REQUIREMENTS WITH ARCHITECTURAL 3 50' STUDS is L2" x 2" x 14 GA. x 0'-3 /S' DRAWINGS. roll STUDS L2" x 2" x 14 GA. x 0'-5 31 ' 8" STUDS 1-2" x 2" x 14 GA, x 0'-1 3/4" 3. THE LIGHT GAGE METAL STUD FRAMING (SIZES, CONFIGURATIONS, DETAILS AND CONNECTIONS) SHOWN ON THE DRAWINGS ARE MINIMUM 3. METAL STUDS AND/OR CLiP ANGLE5 SHALL BE CONNECTED TO METAL STUDS WITH. SIZES AND QUANTITIES TO BE UTILIZED AND ARE FOR ESTIMATING (4) *10 TEK, SCRELLIS AT 3 50" STUDS PURPOSES, ALL METAL STUD FRAMING SHALL BE VERIFIED BY THE (5) *10 TEK. SCREWS AT 6" STUDS DELEGATE SPECIALTY ENGINEER AND INCREASED AS REQUIRED- REFERTO STRUCTURAL NOTES SHEET FOR ADDITIONAL INFORMATION. 4. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (3) 0.145"0 RAMSET PDF's. 5. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO CONCRETE AN MASONRY w/ (2) /4"0 x 1 3/4" TAPCON SCREWS. NOTE: AT 6" AND 8" STUDS USE (3) TAPCON SCREWS 6. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.145"0 RAMSET PDF'S. AT 16" O.C. MAXIMUM. -1. CONTINUOUS METAL STUD TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) 1/4"0 x 1 3/4" TAPCON SCREWS AT 16" O.C. MAXIMUM. 6. CONNECT WALL SHEATHING TO METAL "STUDS WITH *10 TEK SCREWS AT ro" O.C, At PANEL EDGES AND AT 12" O.G. AT INTERIOR SUPPORTS. 9. FASTEN METAL TRACK TO EACH METAL STUD WITH (1 *i2 TEK SCRE EA. LEG EA_ STUD. 10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CLIP ANGLES FOR ALL METAL STUDS SD PROPER ALIGNMENT CAN BE ATTAINED. CLIP ANGLES SHALL MEET OR EXCEED THE STUD GAGE. SEE FASTENINGS REQUIREMENTS ABOVE. 11, STUD SIZES TO BE VERIFIED BY SPECIALTY ENGINEER AND INCREASED AS REQUIRED. 12. F STEN METAL ROOT` DECK O METAL STUDS, TRACKS, ANGLES w/ 2 EK SCREWS AT Co" O.C. MAX. EDGES AND FIELD. FASTEN TO MA50NRY WALLS/COLUMNS w/ 1/4"Oxi 3/4" TAPCON SCREWS AT 6" O.C. MAX. (3" EDGE DISTANCE). REFER TO SHEET $2.2 FOR CONNECTION TO M TA" 51 SUE) F45TENING NOTE5 eCALE: NOT TO 2CALE REVISIONS !i BY REV. d - 1/25/11 1 0 :J i U N o Y� m � O � E W `i CV . N- 0. CO L-- C - C 3 CN " � 3 � O Lj j N 5mti ti N i a ^1 e 0 W�y U 104 o� � 1-4 00 0 O C? V L L on v Z N cc, tl� rn o__J�Z f2L00 I-Lj N W W o Z0z� 0a V7 �Q� o� Zc ° • W �6.0 o� S0-) ::3 a) 0) � 1`0 o� O z^ cv r- CO �o o 0 z � J N Nt O vLo v _J Q Q p v O V) 0 Ld 0 v N .� N M Q o 0 °° .c i to 0- v N a 1 LL Date: 12, 15. 10 Scale: AS NOTED Project Mgr; GM Drawn: - Job: 09-45 Sheet S3.1 METAL ROOF DECK; REFER TO PLAN. HSS STOREFRONT BEAM (LOW). REFER TO PLAN. WALL SECTION SCALE. 3/4" - V-011 1/2" ISOLATION JOINT EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. (1) S CONT. TOP (2) S CONT. 5OTT. CONT. 3 5/8", IS GA. TRACK la'-4"AIN TOP/METAL STUD -3 5/8", 18 GA. METAL STUD FRAMING Al 16" O.C. MAX. (TYP.) U.N.O. WKWAAII ------------ ------- ----------------------------- TOP/STEEL WALL SHEATHING. REFER TO ARCH. (TYP.) (4) w10 TEK SCREWS - -------------------------- J 15'- 2 1/2 t .......... .......... ---- --- --------- LSTEEL ...E5OTT./mETAL STUD(COOR'D. vu/ ARCW.)aIr-'5000T T J"E BEAM. RD, L1/4LA4CT-U14D1 REFER TO PLAN. CONT. L2" x 2" x 16 GA w/ (2) 440 TEK SCREWS STEEL ROOF JOIST. AT LEG AT EA. STUD. REFER TO PLAN_ PRE-ENGINEERED CONT. L3" x 3" x 1/411 ALUMINUM COMPOSITE PANEL AND CONNCTIONS WELDED To JOIST. BY DELEGATE SPECIALTY ENGINEER. CONT. 3 rp/&", 113 GA TRACK w/ (4) 0.145"0 FVF's AT EA. PSS. FASTEN TRACK TO NESTED STUD wit 010 TEK SCREWS AT 12" O.C. MAX. EA. LEG. —CONT. 3 5/&-, IS GA TRACK w/ (2) CONT. 3 5161, 16 GA. ROWS OF 010 TEK SCREWS AT 1211 METAL STUD O.C. MAX. REVISIONS BY REV. 4 -1/25/11 F El ti ti RIK`- .... 1z W r U u) Ln an `iI OC)z u- U-) •Lr) r�) 0) iuq- Ce -5 r- Luo C,4 Z Q LL. X =2 Lo -1", d C, �t V) &-- LAJ 0 LLJ- _u J Lr) U) 0) =Ck C 0 0 C-) U C14 V5r- C C) C14 O lot O Lf) C 0 _J :3 Cr L.,) C3 x LL, C) — 0) 0 L) -y V) C) L. < Ld 0 Lo 0 < a 0 C)o 0 L. a_ IV 1 LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet 3s2 PARAPET CAP/FLASHING. REFER TO ARCH. (TYP.) (1) COURSE K.O. BLOCK w/ (1) W CONT_ CONT. L3" x 3" x WELD TO EA. JOIST. METAL ROOF DECK—\ REFER TO PLAN. W* STD. AC HOOK (2) COURSE BLOCK w/ (1) 05 CONT. EA. COURSE I STEEL ROOF I JOIST. REFER TO PLAN. JOIST BEARING / (SIM., OPPOSITE) HORIZ. JOINT REINF. AT 16" O.C. MAX. VE RT. REINF.- REFER TO PLAN REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. TOP/MASONRY 10 54.4 CONT. 3 5/6", 18 GA. TRACK METAL ROOF DECK. PARAPET VERT. REINF. I REFER TO PLAN. REFER TO- PLAN_ _ - _ 14 GA. CLIP .ANGLE I 16'- 4" OL AT EA STUD TOP/METAL STUD ril 1 i8 -0 ROOFING.CONT. L4" x 3" x 1/4" I-01ST BEARING REFER TO ARCH' I (LL.V.) WELD TO EA. JOIST. CONT. L3 x 3 x 3/16 3 5/8", 18 GA. METAL STUD WELD TO EA. JOIST. _ _ I 2 1/2" JOIST TOP CHORD I I FRAMING AT 16" O.G. MAX. EXTENSION _ I (TYP.) U.N.O. x I 1 16' - 8" a JOIST 15f; TOP/STEEL WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.D. (2) COURSE K.O. (4) 010 TEK SCREWS (TYP.) BLOCK w/ (1) 05 I / r _ I CONT. EA. COURSE �' 15'-2 1/2" STEEL BEAM. BOTT./METAL STUD STEEL ROOF REFER TO PLAN. (COOR'D. w/ ARCH.) JOIST. REFER TO — CONT. L2" x 2" x 16 GA. PLAN. /I — — — — — — — — — w/ (2) 010 TEK SCREWS L4"xl 1/2"x14 GA. x 0'-5" EA. LEG AT EA. STUD. (L.L.V.) CLIP ANGLE w/ (5) "10 TEK SCREWS TO PRE-ENGINEERED METAL STUD AND ALUMINUM COMPOSITE (3) 0.145"0 PDFs TO PANEL AND CONNECTIONS STEEL BEAM. LOCATE I CLIP ANGLE EA_ STiJD BY DELEGATE SPECIALTY ! (TYP.) ENGINEER CONT. 3 5/6", 18 GA. METAL STUD 1/2" 1501-ATION JOINT (TYP.) EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. GROUT ALL CELLS SOLID BELOW SLAB WALL 5ECTION SCALE: 3/4" • 1' 0" (REFER TO ARCH SECTION 2/. CONT. 3 5/8", 18 GA. TRACK w/ (4) 0.145"0 PDF's AT EA. JOIST. FASTEN TRACK TO NESTED STUD w/ 010 TEK SCREWS AT 12" O.G. MAX. EA. LEG. CONT, 3 5/6", 16 GA. TRACK w/ (2) I I I ROWS OF 010 TEK SCREWS AT 12" D.G. MAX. 1 1 0'-0" TOP/SLAB REFER t0 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. 15 S4.2 WALL 5 &--ALE: 3/4" e CONT. L3" x 3" x 3/16" WELD TO STEEL BEAM/STEEL JOIST 1 m m TION ( STEEL BEAM. ' REFER TO PLAN. HSS BEAM (HIGH). REFER TO PLAN, CONT. L6" X 4" X 5/16" (L.L.H.) WELD TO HSS BEAM, CONT. L2" x 2" x 16 GA. w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. 12' — 011 tOP/H5S (COORD. w/ ARCH.) S REFER TO PLAN. TYP, TYP. BOTT./HSS (COORD, w/ ARCH.) HSS BEAM (LOW) REFER TO PLAN. - - HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) 1 TYP. ROOFING. REFER TO ARCH. -METAL ROOF DECK. REFER TO PLAN. -2 1/2" STEEL BEAM CANT. 14 GA. CLIP ANGLE AT EA. STUD 'CONT. L4" x 3" x 1/4" — - (L.L.V.) WELD TO EA. J015t. STEEL BEAM. REFER TO PLAN.----__--- 22`-8"OIL TOP/EXIST. PARAPET (FIELD -VERIFY) CONT. 3 5/8", 18 GA. TRACK w/ (1) #10 TEK SCREW EA. LEG AT EA. STUD. 18'-4" TOP/METAL STUD 3 5/8", IS GA. METAL STUD FRAMING AT 16" O.C. MAX. (TYP,) U.N.O. TOP/STEEL PRE-ENGINEERED ALUMINUM / COMPOSITE PANEL AND CONNECTIONS BY DELEGATE A SPECIALTY ENGINEER. (TYP.) BOTTAIETAL 5TUD (COOR'D w/ ARCH ) SLOPE SEE ARC . 2"-12 2"-12 14 GA. CLIP ANGLE CONT. L2" x 2" x 16 CxA, w/ (2) "10 AT EA. STUD. TEK SCREWS EA. LEG AT EA. STUD. (4) 410 TEK T OPTIONAL METAL ROOF DEJK ANGLE REFER TO PLAN.S BEAM SPLICE REFER TO METALEFER TD I LOCATION FASTENINCx NOTESLAN•SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRA6"x4"x5/16„ HSS COL" CONT. L2" x 2" x 16 GA. (L.L.H.) (TYP.) REFER TO w/ (2) 010 TEK SCREWS PLAN. AT LEG AT EA. STUD. TYP. ELEVATION A V f 14 GA. CLIP ANGLE TOP/METAL STUD AT EVERY OTHER (GOOR'D. w/ ARCH.) STUD (32" O.G. MAX.) 3 5/8", 18 GA. METAL STUD BLOCKING AT 48" O.C. MAX. VERT. LOCATE At EA" STUD (TYP.) U.N.O. % 3 5/8", 18 GA. METAL STUD / Y FRAMING* AT 16" O.G. MAX. (TYP.) U.N.C. CONT. L6" X 4" X 5/16" (L.L.H.) WELD TO HSS BEAM. WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.O. (4) 010 TEK SCREWS (TYP.) INDICATES THICK SLAB EDGE BEYOND. THICK SLAB EDGE RE INR TO BE CONT. THROUGH BUMPOUT. INCREASE THICKENED SLAB EDGE I'-6" AT METAL STUD BUMPOUTS. COORDINATE EXTENTS w/ ARCH. 14 GA. CLIP ANGLE AT EA. STUD EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. — . J. ADD (1) *5 CONT. TOP ' ADD (2) M5 CONT, BOTT. ADD 05 TRANSV. AT 16" O.C. MAX. (6" FROM EA. END) (SIM.) REVISIONS BY REV, 4 - 1/25/II n J m Q s _ �5 EC'Qw v N � N � o ° CO JZ O U s (90 N 3N 3 N ti N ti 0 ra 1 vi A ca UoH Z4y., U a w a a o~" O o L Ln OM Z Q) Lo �n w�z � C1C r W L^ N W t- a- W .Z U LLL- Q a -N CS Z V) s • I r (� W o I� U) : � G) aLiw v' :3 0 � o� o �n L O Z -� V 0 I� Cn I� RJ C) CC>-C U_ Z N d" o a>LO v J O. a Q v w U t 0 C) r L LL- <t W 0 O c`, � A 0_ CO i © O V) 0 q Q- CL ilk a� N O J L.L. Date: 12. 15, 10 Scale: AS NOTED Project Mgr; GM Drawn: - Job: 09-45 Sheet - i- -, _ it-,— , --T1 - -- I _F--F-- COOR'D. w/ A CH. � I _]CONT, 3 5/8", i8 GA. TRACK 14 GA. CLIP ANGLE I F ITOP AND BOTT. AT EA. STUD (TYP.) I CONT. L4" X 3" X 1/4" (L L.V.) WELD t0 EA. ° \\ TOP/METAL STUD JOIST. I I METAL ROOF DECK I I I REFER TO PLAN. I 3 5/5", IS GA. METAL STUD I I FRAMING AT 16" O.C. MAX. STEEL ROOF JOIST. ! I I(TYP.) U.N.O. REFER TO PLAN. I CONT. L2"x2"A6 GA, w/ I 0.145"0 PDF's AT 6" O.C. I MAX. 18'" -0 JOIST BRG. TOP/STEEL CONT. 111 14 GA. x 3" w/ 0.145"0 PDF"s AT I (01, O.C. MAX. I W21x84 STEEL-, — BEAM. REFER I TO PLAN. � I I� L3" X 3" X 3/16" TYP. WELD TO EA. J015T. � — — L6" x 4" x 5/16" x 0'-(v --� (L.L.H.) w/ 1/4" STIFF PIS. LOCATE AT EA. JOIST, 1 6„ I 10 i COOR'D. w/ ARCH. � 3 5/8", 18 GA!—� METAL STUD FRAMING AT ' 16 " O.C. MAX. I (TYP.) U.N.O. NOTCH STUD I AT BEAM TOP FLANGE. I I I 2 1/2 ", 16 GA. METAL STUDS AT I EA. 3 5 /3", 16 GA. METAL STUD. P FASTEN w/ 010 TEK SCREWS At �4" O.C. MAX. II I I SECTION AT W24x,55 0 WALL SECTION SCALE. 3/4" . r-0" (REFER TO ARCH REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. ROOFING. REFER TO ARCH. i 4 METAL ROOF DECK - REFER TO PLAN. (TYP.) U.N.O. 2 1/2" JOIST TOP CHORD 10 EXTENSION S4.4 14 GA. CLIP ANGLE At EA. STUD. CONT. L4" x 3" x 1/4" - -—(L.L.V.) WELD TO EA. . I JOIST. I STEEL BEAM. t REFER TO PLAN. HSS BEAM (HIGH) - REFER TO PLAN. \�__STEEL ROOF JOIST. REFER TO PLAN, TYP. 2"-1211 CONT. 3 5/81, IS GA. TRACK ch 12'-0" Mv TOP/HSS (COORD. w/ ARCH.) HISS BEAM (MID.) — REFER TO PLAN. HISS BEAM (LOW) — REFER TO PLAN. SLOPE SEE ARC . L14 GA, CLIP ANGLE AT EA. STUD. 2"-12" 7 CONT, 3 5/8", 18 GA. TRACK TOP/METAL STUD I 3 5/8", IS GA. METAL STUD FRAMING AT 16" O.C. MAX. I (TYP.) U.N.O. JOIST/BRG. TOP/STEEL I PRE-ENGINEERED ALUMINUM I COMPOSITE PANEL AND CONNECTIONS BY DELEGATE SPECIALTY ENGINEER 15'-2 1/2" n BOTT./METAL STUD ' (COOR'D w/ ARCH.) TYP. CONT. L2" x 2" x 16 GA. \ (4) 010 TEK w/ (2) 010 TEK SCREWS SCREWS (TYP.) AT LEG AT EA. STUD. -14 GA. CLIP ANGLE AT EA. STUD. -CONT. L6" X 4" X 5/16" (L.L.H.) t HS:AM METAL ROOFEFER TO PLAN. REFERAL STUD FASTENING NSHEET 53.1 j FOR CONNECMETAL STUD FRAMINYTOP/MD(COOCH.) -3 5/8", 18 GA. DIAGONAL METAL STUD BRACES AT 16" O.C. MAX. -WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.O. - (4) 010 TEK SCREWS (TYP.) S'-1 1/2" BOTTIMETAL STUD (COORD. w/ ARCH.) -CONT. L2" x 2" x 16 GA. (TYP. AT CORNERS) w/ (2) *10 TEK SCREWS EA. LEG AT EA. STUD. -3 5/5", 15 GA. METAL STUDS AT 16" O.C. MAX. (TYP.) U.N.O. -CONT. Lro" x 4" x 5/16" (L.L.H.) WELD t0 HSS BEAM. REFER 10 5/53.1 FOR METAL StUp FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. 22' - 8" TOP/EXIST. PARAPET FIELD -VERIFY 8 ROOFING. S4.4 REFER TO ARCH. i 4 METAL ROOF DECK REFER TO PLAN. CONt, 3 5/S", IS GA. TRACK (TYP.) U.N.O. 2 1/2" JOIST TOP CHORD 10 i EXTENSION 18' - 4" TOP/METAL STUD 14 GA. CLIP ANGLE CONT. 1-3" x 3" x 3/16" AT EA, STUD. WELD TO EA. JOIST. CONT. L4" x 3" x 1/4" 3 5/8", 18 GA. METAL STUD — ——(L.LV.) WELD TO EA. FRAMING AT 16" O.C. MAX. JOIST. _ - - I (TYP.) UN.O. 4A L=Zal I I TOP/STEEL STEEL BEAM. PRE-ENGINEERED ALUMINUM l REFER TO COMPOSITE PANEL AND PLAN. I I / CONNECTIONS BY DELEGATE - I------------- SPECIALTY ENGINEER. t 15'-2 1/2"n L6"x6' x5/16"xl'-0" w/ 1/4" STIFF BOTT./METAL STUD - F_ ATTACH TO EXISTING FULLY (GOOR'D. w/ ARCH.) GROUTED MASONRY w/ (2) 3/4" I 2"-12" TYP. CONT. L2" x 2" x iro GA. HSS BEAM (HIGH) I HILTI HIT HY150 ADHESIVE w/ (2) 010 TEK SCREWS REFER TO PLAN. (4) �10 TEK ANCHORS, 6 3/4" EMBED. EA, LEG AT EA. STUD, SCREWS ITYP.) GROUT EXISTING MASONRY STEEL ROOF JOIST. i SOLID AS REQUIRED. REFER REFER TO PLAN. 14 GA. CLIP ANGLE AT EA. TO 6/54.4. STUD. / CONT. L6" X 4" X 5/16 " (L L.HJ TYP. 211-12" CONT_ 3 5/8", 18 GA METAL TRACK (TY 12'-0„ TOP/HSS (COORD. w/ ARCH.) HSS BEAM (MID.) REFER TO PLAN. HSS BEAM (LOW) REFER TO PLAN, P 09 v BOTT./HSS (COORD. w/ ARCH.) 14 GA. CLIP ANGLE AT EA. STUD. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) D T H5 AM. i METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD PJ FASTENING NOTES ON SHEET 53.1 SLOPE FOR CONNECTIONS TO METAL - SEE ARC STUD FRAMING. VERIFY Is M x . TOf IETAL STUD (COORD. w/ ARCH.) I 14 GA. CLIP I ANGLE At 3 5/0", 18 GA. DIAGONAL METAL EA, STUD. STUD BRACES AT 16" O.C. MAX. i I WALL SHEATHING. REFER TO I ARCH. (TYP.) U.N.O. (4) 010 TEK SCREWS (TYP.) Li x 9'-1 1/2" n BOTT./METAL STUD (CHORD. w/ ARCH.) CONT. L2" x 2" x 16 GA. (TYP. AT CORNERS) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD- 3 5/811, 18 GA. METAL STUDS CONT. L6" x 4" x 5/16" (L.L.H.) WELD TO HSS BEAM. 1/2" ISOLATION I/2" ISOLATION 1/2" ISOLATION JOINT (TYP.) JOINT JOINT W'Wp.EXTERIOR SLAB. REFER W.W.F. EXTERIOR SLAB. REFER j lY TO ARCH FOR STEP AND TO ARCH FOR STEP AND v SLOPE. I SLOPE. (1) '"5 CONT. TOP (2) 05 CONT. BOTT. 4 - 4� WALL SECTION SCALE- 3/4" . r-0" (REFER TO ARCH SECTIO I/A&F ly- 3" cLR. �n (1) 05 CONT. TOP (2) 05 CONT. BOTT. REVISIONS BY REV. 4 - 1nr:,in J v r � > m o� o _5 z E W U o G o to ro s` i ¢�ti 3 �x GoC'J N 5 co ti ti cq 1 vi A �t Fz_ 14 U �' o� U w En �Cw�x 21 10 0 o m0 O co Ln U (:D n w (f �P_00 1")Z�� L N � LW zap Z� � 6 U W� d o rn Q'LL_W LLn o z O cn h L o (D r7 � U _z J N C 1�t o U p u') ° Ile) CL zr' ° w U •� +- 0 V) L �- < L.LI ° r M 0 Q L 0 ® oa s L — NM C C' ry IV 4 J L.L. Date: 12. 15, 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S3.4 CQ W AL scALE: 5E CT I ON a 1'-®" 9 S4.4 (SIM.) 22'-S" TOP/EXIST. PARAPET (FIELD VERIFY) CONT. 3 5/6" MET TRACK. I � T GONT. L4" x 4" x 1/4" w/ 13/4"0 HILTI-HIT HY150 t ADHESIVE ANCHORS AT 1 24" O.C. MAX. IN GROUTED MAS., 6 3/4" EMBED. — ----------------------- FULLY GROUTED EXIST. MASONRY. FIELD -VERIFY AND GROUT SOLID AS REQUIRED. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) 71I 1/2" ISOLATION JOINT W.W.F. / G I i L CONT. 3 5/8", IS GA. METAL TRACK (TYP.) HSS 6"x6"xI/4" EMBED. fE 1/2"x8"xO'-8" JFOR 3/4"Ox6" WELDED HEAD STUDS. SAW-CUT AND REMOVE F SHELL ONLY AS REQUIRINSTALLATION OF EMBEDLOCATE (1) EMBED 1E EA OF EA. aEAM. A-\ VERIFY w/ STOREFRONT MFR. TOP/HSS HSS 6 "x4 RECESSED PEDIMET. COOR'D. w/ ARCH. REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. CONT. 3 5/8", 16 GA, METAL TRACK. &, 23'-4" v TOP/METAL STUD CONT. L2" x 2" x I6 GA. (TYP. AT CORNERS) w/ I (2) #10 TEK SCREWS EA. I I LEG AT EA. STUD_ 14 GA. CLIP ANGLE I I I AT EA. STUD I I I I I I I I I I I METAL ROOF DECK REFER , TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRAMING. l CONT. HSS 6"x6"xl/4". REFER TO 1/53.1 FOR CONNECTION TO MAS. COLUMN EA. END. CONT. 3 5/5" 16 GA. METAL TRACK TOP AND 50TT. 3 5/8", IS GA. METAL STUD FRAMING: AT 16" D.C. MAX. (TYP.) U.N.O. CONT. 3 5/8", 18 GA. I METAL TRACK. ** I I I I Ift HSS 6 "x6 "xl/4" 14 GA. CLIP ANGLE I I I AT EA. STUD METAL ROOF DECK REFS TD PLAN I I CONT, 3 5/8", 18 GA, TRACK. I HSS 2 112" x 2 1/2" x 1/4" AT 4'-0" O.C. MAX. IS'-4" 130TT./METAL STUD TOP/METAL STUD (COOR'D. w/ ARCH.) 14 GA. CLIP ANGLE AT EA. STUD I 3 5/8", IS GA. METAL STUD 15 CONY. L4" x 3" x 1/4" FRAMING AT 16" O.C. MAX. S4.4 (L.L.V.) WELD TO EA. (TYP.) U.N.O. -------------- _—_ HSS. _—_----jt�_)ElTUD 3 5/8", 10 GA. DIAGONAL METAL --------------------------------------------------- ---- BRACES AT 16" O.C. MAX. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 16' Ii V \_ — —------- .— -- __� TOP/STEEL I I *'' PRE-ENGINEERED ALUMINUM =� �COMPOSITE PANEL AND I CONNECTIONS BY DELEGATE l —J------------ -1-1 -- SPECIALTY ENGINEER. ------------- 15'-2 1/2" (VERIFY) l ' BOTT./METAL STUD ----7\17 ------- -- --� (4)010TEK 5RIDGING. REFER TO PLAN. STEEL SEAM. SCREWS (TYP.) REFER TO PLAN. , CONT. L2" x 2" x 16 GA. 3 5/6", 18 GA. METAL STUD STEEL ROOF JOIST STEEL BEAM. � REFER TO PLAN. w/ (2) 010 TEK SCREWS FRAMING AT 16" O.C. MAX. (TYP.). REFER TO EA. LEG AT EA. STUD. (TYP.) U.N.O. PLAN. .J I 12' -C" J(COORD.Bw/ ARCH.) CONT. 3 5/8", 18 GA. METAL TRACK. 23'-4" TOP/STEEL (COORDINATE w/ ARCH.) CONT. L2" x 2" x 16 GA. (TYP. AT CORNERS) w/ I (2) 010 TEK SCREWS EA. I LEG AT EA. STUD. I (4) 010 TEK I SCREWS (TYP.) 14 GA. CLIP ANGLE AT EA. STUD I I I I ' CONT. 3 5/8", IS GA. I METAL TRACK I I I I CONT. M 14 GA. x0'-6" w/ (2) ROWS OF 010 TEKS SCREWS AT 12" O.C. MAX. % HSS 2 1/2 "x2 1/2 "x 1/4" 1 AT 4'-0" O.C. MAX. I is CONY. L3" x 3" x I/411\, �— CONT, 0.145��'� PDF's AT EA, HSS FASTEN WELDED TO STEEL TRACK TO NESTED STUD w/ �10 TEK BEAM. v SCREWS AT 12" O.G. MAX. EA. L �23'-4" G. i E TOP/STEEL „ CONT. 3 5/8", 18 GA. TRACK w/ (2) METAL ROOF DECK REFER (COORDINATE w/ ARCH.) CONT, 3 516 , 18 GA. I I ROWS OF "10 TEK SCREWS AT 12" TO PLAN. REFER TO METAL I METAL STUD I D.C. MAX. STUD FASTENING NOTES ON I HSS to"x6"x114" I SHEET 53.1 FOR CONNECTIONS I ` I to MPtdl StllM ;=i2dMINF� 6 "x6 5(1/4" CONT. 3 5/6" 18 GA. METAL I E I TRACK TOP AND 50TT. I ( I I I 3 5/8", 18 GA. METAL STUD I I I FRAMING AT 16" O.G. MAX. (TYP.) UN.O. I I I I I WALL SHEATHING. REFER TO ARCH. STIFF fR 1/4" EA. — FACE METAL ROOF DECK. REFER TO PLAN. `—STEEL BEAM. REFER TO PLAN. SECTION AT FULL -NEIC4-IT SIGN 1/2" ISOLATION JOINT (TYP.) EXTERIOR SLAB. REFER TO ARCH FOR STEP AND SLOPE. (1) 05 CONT. TOP (1) *5 CONT. BOTT. (2) 05 CONT. MOTT. I 1 I 1 I 1 I 1 I i METAL STUD FRAMING /, I I NOT SHOWN FOR CLARITY. REFER TO I ' FULL WALL SECTION AND I I SECTION AT FULL HEIGHT I I SIGN FOR ADDITIONAL I I INFORMATION. t OL�8'-�I° BOTT./STEEL I i (COORDINATE w/ ARCHO I I I I I I I i I I I TYP, HSS 6 "x6 "x114" STUB COLUMN. HSS 6"x6"x1/4" BETWEEN STUD COLUMNS TYP. SHIM iE 1/4" FULLY WELDED STIFF P_ 1/4" EA, FACE STEEL BEAM. L2 1/2"X2 1/2"X 1/4" STEEL BEAM. REFER TO PLAN. DIAGONAL 5RIDGING REFER TO PLAN. N-EA. FACE OF STIFF fe) SECTION AT STUB COLUMN 1/2" ISOLATION JOINT (TYP.) 4 EXIST. SLAS/PAVEMENT REMAIN (VERIFY) TOP/SLAB REVISIONS BY REV. 4 - 1/25/11 5 :J U H n � U CD :J m � � _8 E I U c-C U �x s W E N r • N O G a m .G C t.0 N C U cD .c Q Q ti y Cq r-- 3 x b �:D� E o U N ti N r- 0 e 1 1 A 0 oat'a 0 cn Ln o ro gi:0)z I `Li W z�� aN .ZU V�Q �LZ ZV o Lu �� �w �rn `nU) Qom' 0 o to � a z � h C N CD O �a U z •� U LO s' M � � M o J � w t Q� 0 L. LL_ Q Lil v s M L 0 < o � CO 0 CL a� N 0 J L_ Date: 12. 15, 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3.5 ,251-411 'TOP/`MASONRY W* STD. ACI HOOK (TYP.) (2) COURSE (1) COURSE K.O. BLOCK w/ (1) 05 CONT. EA. COURSE (TYP.) REFER TO ARCH. METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO MASONRY WALL. ROOFING. REFER TO ARCH. CONT. HSS 2 1/2"x2 1/2"xi/4" METAL ROOF DECK. REFER TO WELDED TO STEEL BEAM w/ PLAN. REFER TO METAL STUD 3/4"4, HILTI HIT HYI50 ADHESIVE FASTENING NOTES ON SHEET 53.1 ROOFING, ANCHORS, 6 3/4" EMBED. FOR CONNECTIONS TO METAL REFER TO ARCH. REFER TO 2/64.5 STUD FRAMING:. 90° STD. ACI HOOK CONT. 3 5/8", 18 GA. TRACK. (TYR,) HSS 2 1/2 "x2 1/2 "A/4" AT — METAL ROOF DECK. TOP/MTL. STUDS 4'-0" O.C. MAX, REFER REFER TO PLAN. (2) COURSE K.O. CONT. L3" X 3" X 14 GA, w/ 010 TO M/54.4. BLOCK w(U +'�a (2) TEK SCREW EA. LEG AT EA. COEA,. STUD AND (1) ROW 1/4"4) 1 3/4" T���i�/M,4SONRY COURSE TAPCON SCREWS AT 12" O.C. MAX. • - AT MASONRY WALL. ` ALUMINUM PANEL AND 'CONNECTIONS BY m m DELEGATE SPECIALTY m m m mm ENGINEER. (4) II0 TEK • HSS 2 1/2 "x2 1/2 "A/4" '` '`, SCREWS (TYPJ LOCATED FLUSH TO , EDGE OF MASONRY. , # 15'-2 BOtt./MTL. SCUD (2) COURSE K.O. STEEL BEAM CONNECTION. 14 GA. CLIP ANGLE CTYP.) 3 5/8 , 18 GA. METAL STUD BLOCK w/ (1) a5 REFER TO 12/542. FRAMING AT 16 Q.G. MAX. CONT, EA. COURSE (TYP.) UN.O. (TYP.) U.N.O. (TYP.) CONT. L2" x 2" x I6 GA. w/ (2) 010 TEK SCREWS EA. LEG At EA. STUD. 3 5/8", 18 GA. METAL STUD DIAGONAL BRACE AT 16" O.C. MAX, (ALTERNATE DIRECTION EVERY OTHER STUD.) TTCONT. 3 5/8'", 18 GA. METAL TRACK (TYR) U.N.O. VERT. REINF. (TYP.) REFER TO PLAN, HORIZONTAL JOINT REINF, AT 16" O.C. (TYPJ GROUT VOID SOLID — BETWEEN TOP/FTG. AND TOP/SLAB (TYP.) CONT. V2" ISOLATION — JOINT (TYP.) EXTERIOR 5LAE3_� REFER TO ARCH SLEEVE PIPE AS REQUIRED. REFER 70 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. CONT. 3 5/8", IS GA. TRACK w/ (4) 1 0.145",P PDF's AT EA. JOIST. FASTEN I TRACK TO NESTED STUD w/ 010 TEK ' ( SCREWS AT 12" O.C. MAX. EA. LEG. CONT. 3 5/5", IS GA. TRACK w/ (2) CONT. 3 5/8", 18 GA. I ROWS OF 010 TEK SCREWS AT 1211 METAL STUD ' O.C. MAX. 1 CONT. 3 5/8", 18 GA. TRACK 18' 4" tl TOP/METAL STUD 14 GA. CLIP ANGLE METAL ROOF DECK. AT EA, STUD 3 5/8", 18 GA. METAL STUD REFER TO PLAN. CONT. L4" x 3" x 1/4" FRAMING AT 16" D.C. MAX. (L.L.V.) WELD t0 EA. (TYP.) U.N.O. JOISTS 7=6- I 3 5/8", IS GA. DIAGONAL BRACE At 32" O.C. MAX. DBL. ANGEL BEAM R TOP/STEEL CONNECTION. REFER TO STEEL BEAM. REFER TO PLAN. STIFF lE I/4" STEEL BEAM. REFER TO PLAN. OIL 15' -4" TOP/MASONRY CONT. L2" x 2" x 16 GA. w/ (2) 010 TEK SCREWS EA. LEG At EA. STUD, 16" DEEP GONG. CAP w/ (2) S CONT. TOP AND BOTT. AND 05 TRANSV. AT 8" D.C. MAX TOP AND BOTT. (2" MIN.) 3 5/6", 18 GA. METAL STUDS - At 16" O.G. MAX. (TYP.) U.N.O. CONT. 3 5/6", IS GA. METAL — TRACK (4) 010 TEK SCREWS (TYP.) VERT. REINF. (TYP.) REFER TO PLAN. =HORIZONTAL� 3 5/6", 18 GA. HORIZONTAL — METAL STUD BRACES AT 46" O.C. MAX. VERT. LOCATE AT EA. STUD (TYP.) CONT. 3 5/S, IS GA. METAL TRACK "5 CONT. TOP AND BOTT. - ALUMINUM PANEL ANp CONNECTIONS BY DELEGATE SPECIALTY ENGINEER. x '' . ;; ;; BDtt./METAL STUD I ( CONT. 1-2" x 2" x 16 GA. I w/ (2) 010 TEK SCREWS • • EA. LEG AT EA. STUD. (4) µ10 TEK \ SCREWS (TYP.) 2 1/2" DEEP BEAM CANT. JOIST �\ TOP CHORD EXTENSION. REFER t0 14/542, Sol STD, ACI HOOK (TYR.) REFER TO 14/54.2 FOR -- STEEL BEAM CANT. CONT. 1/2" ISOLATION JOINT (TYP.) j W.W.F. (TYP.) OR 5TEPAND SLOPE. a °. -mll ✓/ n n T P/ L B O 5 A ' -tea S S roP/ LAE3 a �° { � n itJ . lu GROUT ALL CELL 8 II 0) *5 CONT. BOTT.A- w GROUT ALL CELLS SOLID BELOW SLA15 J z . w SOLID BELOW SLAB I _0 0 F .I v O—SL EVE PIPE AS QUIRE EE REQUIRED (TYPJ (TYPJ _ _ _ . f • ° •d n ` . ° • O .' f • .G • ,. a • G, e f • - • • G a. 4 • d a v L- / a REFER TO FOUNDATION PLAN/FOOTING U REFER TO FOUNDATION -- 3" CLR. O PLAN/FOOTING 3t, CLR. SCHEDULE (TYP.) m SCHEDULE (TYP.) QWALL &E CT I ON O UJ,�L_ L_ SECTION SCALE. 3/4" r 1'-0" (REFER TO ARGH SECTION 2/A6 j1 SCALE: 3/411 = 1'-011 (REFER TO ARCH SECTION 1/A6 j) REVISIONS BY REV. 4 - 1/M/II U r v U a G Cl, T co r 0 O V F. 00 3 ~ > C w O L7 so- I- N Qs 1 1 F fl a U rA �CQ0 W U H 0 o�rnr� ©�W cfl z O� cn In L c> r� V 'Co Ln n Zw 0.)z L�- W o�� Z U Z Lti_ X V Q C U L- 4-1 0 Z(n O'c • • 0 W �c�� Z ; v; 2cr) Ln kn O c o� z� 0 o mu CD 0 a o a _U Z col a N 0 -v w U 0 N L. LL- <L Lli Lo s 0 Q M d W -C o ry O L- Date: 12, 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: - Job: 09-45 Sheet S3,6 I T TI- -T--V CONT. L2" X 2" X 16 GA. (3-5IDE5) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. (FASTEN TO CONT. TRACK w/ 010 TEK SCREWS AT 12 " O.G. MAX.) ROOFING. REFER TO ARCH. METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRAMING. 3 5/8", 18 GA. DIAGONAL METAL STUD AT 16" O.C. MAX w/ 3 5/8", 18 GA. METAL TRACK AT DECK BRG. ENDS. FASTEN TRACK TO EA. WALL STUD w/ (2) 010 TEK SCREWS 14 GA. CLIP ANGLE AT EA. STUD. CONT. 3 5/8", i8 GA. MET4L--1 TRACK TOP AND BOTT. (LOCATE AT MID -SPAN) w/ (2) 010 TEK SCREWS AT EA. STUD. 3 5/8", 18 GA. METAL STUD DIAGONAL BRACE AT EA. STUD. HSS BEAM (HIGH). REFER TO PLAN 22'-8" TOP/HSS BEAM (HIGH) CONT. 6 ", 18 GA. METAL TRACK 201-411 (VERIFY) &N TOP/EXISTING PARAPET v EXISTING REINFORCED (2) COURSE K.O. BLOCK FULLY GROUTED. G.G. FIELD VERIFY AND NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. -'E I/2"xa11xl'-0" (L.S.HJ w/ (2) 3/4"0 I HILTI HIT-HY150 ADHESIVE ANGHRS, 6 3/4" EMBED. I HSS BEAM (LOW). REFER TO PLAN 15'-0" (VERIFY) -------------- TOP/HSS;:BEAM (LOW) % ----------- t --- TOP/EXIST. ROOF (VERIFY) HSS HORIZ. BRACE. I REFER TO PLAN I I I [CANOPY FRAMING. REFER TO 2/53.1 WALL SHEATHING. REFER TO ARCH. (TYP.) U.N.O. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) CONT. 3 5/8", 16 GA. METAL TRACK w/ (1) 1/4"0 x 1 3/41' TAPCON SCREWS 16" O.G. MAX. AND (1) 010 TEK SCREWS EA. LEG AT STUD. (TYP.) U.N.O. I \—(4) 010 TEK I SCREWS (TYP.) I 6", 18 GA. METAL STUDS AT ! �16" O.C. MAX. .3 5/8", 18 GA. HORIZONTAL METAL STUD BRACES AT 46" O.C. MAX. VERT. (TYP.) LOCATE AT EA. METAL STUD. 1/2" ISOLATION JOINT CONT. 6 ", 18 GA. METAL TRACK. 1/2" ISOLATION JOINT TOP/SLAB -'—COLUMN FOOTING BEYOND. REFER TO FOUNDATION z X PLAN/FOOTING SCHEDULE. T W L:r 0Q TL L 1 1/2" x 4" x 14 GA. x 0'-5" (L.L.V.) w/ (4) 010 TEK SCREW TO STUD AND (2) 0.145"0 PDF FASTENERS TO STEEL BEAM. LOCATE AT EA. STUD. CONT. 3 5/6", 18 GA. METAL TRACK (TYP.) U.N.O. ROOFING. REFER TO ARCH. METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRAMING. HSS BEAM (HIGH). REFER TO PLAN 22' -8" TOP/METAL STUp CONt. 6", 18 GA. METAL TRACK 20'-4" 01Q TOP/EXISTING i PARAPET WALL SHEATHING:. i REFER TO ARCH. (TYP.) U.N.O. ro" 18 GA. METAL STUD FRAMING AT 16" O.C. MAX. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) 14 GA. CLIP ANGLE AT EA. STUD. ALUMINUM PANEL AND CONN. (4) 010 TEK BY DELEGATE SPECIALTY SCREWS (TYP.) ENGINEER. 13'-4" (VERIFY) TOP/METAL STUD 13'-0 3/8" (VERIFY) TOP/HSS BEAM (LOW) 12'-011 BOTT./METAL STUD HSS SEAM (LOW). REFER TO PLAN CONT. L2" x 2" x 18 GA. (TYP. AT CORNERS) w/ (2) 1010 TEK SCREWS EACH LEG AT EA. STUD. REFER t0 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. HSS BEAM (HIGH). REFER TO PLAN gL 24'-0" TOP/METAL Stub CONT. 6 ", 16 GA. TRACK TOP AND BOTT. HSS COLUMN/STUD COLUMN. REFER TO PLAN FOR LOCATION. I x x OIL 20'-4" TOP/EXIST. PARAPET i I HSS 4"x4"xi/4" HORIZ. BRACE AT EA. HSS COL, REFER TO PLAN FOR LOCATIONS. REFER TO 1/53.1 FOR CONN. TO MAS, AND HSS. (4) 010 TEK SCREWS (TYP.) 1S1 -/All TVOPSV/HSS R.- TOP/EXIST. ROOF (VERIFY) 3 5/8", 18 GA. HORIZONTAL METAL STUD BRACES. LOCATE 10 I/2° BRACES AT EA. METAL STUD. TOP/STEEL BEAM STEEL BEAM. REFER TO PLAN II ..._.... ..... ..... 3 5/8", 18 GA. METAL AT 16" O.C. MAX. (4) #10 TEK SCREWS (TYP.) 12'-3 3/6" (VERIFY) CONT. L2 "x2"x16 GA. w/' (2) �10 TEK SCREWS EA. LEG CONT. 3 5/8", IS GA. METAL TRACK HATCH INDICATES EXISTING CONSTRUCTION TO .REMAIN .(TYP.) (DI WALL -SECTION � WALL „SECT ION a WALL SECT ION SCALE: 3/4" ■ I -m (REFER TO ARCH SECTION 2/A6k) SCALE: 3/4 = v -m (REFER TO ARCH SECTION 1/A6k) SCALE: 3/4"• -m (REFER TO ARCH SECTION I/A6h) CONT. L2" X 2" X Iro GA. (3-SIDE5) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. (FASTEN TO CONT. TRACK w/ 010 TEK SCREWS AT 12" O.G. MAX.) METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 63.1 FOR CONNECTIONS TO METAL STUD FRAMING. 3 5/5", IS GA. DIAGONAL METAL STUD AT 16" O.G. MAX w/ 3 5/8", 18 GA. METAL TRACK AT DECK BRG. ENDS. FASTEN TRACK TO EA. WALL STUD w/ (2) 1*10 TEK SCREWS -ROOFING. (� REFER TO ARCH. (J i S S A� 14 CAA. CLIP ANGLE q� AT EA. STUD. \\ 6", 18 GA. METAL STUD, FRAMING AT 16" D.C. MAX. CONT. 3 5/8", IS GA. METAL TRACK. 14 GA, CLIP ANGLE - AT EVERY OTHER STUD (32" O.C. MAX.) CONT. 3 5/6", IS GA. METAL TRACK TOP AND BOTT. (LOCATE AT MID -SPAN) w/ (2) MI0 TEK SCREWS AT EA. STUD. 3 5 /8", 18 GA. METAL STUD DIAGONAL BRACE AT EA. STUD. REVISIONS E3Y REV. 4 - 1/25/I1 Q Y YQ > ,CO o� J �J E U N . N 0. N u C"I � .. Q Qc �ti - � " � 3 x Cn Ci • 5 m ti ti C\1 ti 0 ® a 1 N O a 0 U Q4 � 0 0 W 0 O� L 4 (Ja'CO0 Z W o-) z W U L . aN a� 6 V t+-- ZCn o C ^� W o Q �cU� w L Oc o z,� �U QDC 0 0 I r- a_ C) Z C J o_ o _J a < N -� W U a3 0 cn p -le Q LW o -0 12 W � _ M i 0 Q a CO r 0 N 0 LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet SLOPE sEE AR COMPOSITE ALUMINUM PANELS AND CONNECTIONS BY DELEGATE SPECIALTY ENGINEER. HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) R001=1NCx. REFER TO ARCH, METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRAMING. CONT. L2" x 2" x Igo GA. EA. COMER (TYP.) w/ (2) 410 TEK SCREWS EA. LEG AT EA. STUD. TOP/METAL STUD (COORD. w/ ARCH.) 3 5/8", 1S GA. METAL STUDS AT Iro" O.C. MAX. (TYP.) U.N.O. COMPOSITE ALUMINUM PANELS AND CONNECTIONS BY SLOPE DELEGATE SPECIALTY SEE ARC ENGINEER. 10'-0" (VERIFY) n —� TOP/METAL STUD I, %d � (COOR'D. w/ ARCH.) BOTT./METAL STUD (COOR'D. w/ ARCH.) COOR'D. EXTENT OF CANOPY, Lw/ ARCH. NOTE: CONT. HORIZ. METAL STUD BRACING AT LOCATIONS w/o CANOPY ' f SHEATHING. REFER TO ARCH. I I (TYP.) U.N.O. GONT. 3 5/8", 18 GA. METAL I I TRACK. REFER TO 5/53.1 FOR METAL STUD FASTENING NOTES AND ADDITIONAL TYPICAL NOTES. SLOPE SEE ARC . COMPOSITE ALUMINUM PANELS AND CONNECTIONS BY DELEGATE SPECIALTY ENGINEER. /—HATCH INDICATES EXISTING CONSTRUCTION TO REMAIN (TYP.) ROOFING. REFER t0 ARCH. METAL ROOF DECK. REFER TO PLAN. REFER TO METAL STUD FASTENING NOTES ON SHEET 53.1 FOR CONNECTIONS TO METAL STUD FRAMING. CONT. L2" x 2" x Iro GA. EA. / CORNER (TYP.) w/ (2) 010 TEK SCREWS EA. LEG AT EA. STUD. 12' -0" n TOP/METAL STUD (COORD. w/ ARCH.) 3 5/8", 18 GA. METAL STUDS �AT lb" O.G. MAX. (TYP.) U.N.O. COMPOSITE ALUMINUM PANELS AND CONNECTIONS BY SLOPE DELEGATE SPECIALTY ;. -SEE ARC ENGINEER 10'-0" (VERIFY) TOP/METAL STUD x (COOR'D. w/ ARCH.) a BOtt./METAL STUDou (COOR'D. w/ ARCH.) (4) 010 TEK SCREWS (TYP.) SHEATHING. REFER TO ARCH. ` (TYP.) U.N.O. I CONT. 3 5/8", 18 GA, METAL TRACK. (4) 0110 TEK METAL STUD BOX BEAM: SCREWS (TYP.) x x CONT. (2) 6", 18 GA. (600 xxxx 81&2-43) METAL STUDS w/ CONT. 3 5/8", 18 GA. (3(o2 I I I AND BOTTETAL w// 14 GA.TRACKSTOP CLIP ANGLE EA. END TOP AND 3 5/8", 18 GA. HORIZONTAL BOTT. FASTEN EA. TRACK TO METAL STUD BRACES AT EA. STUD w/ W TEK SCREWS 48" O.C. MAX. VERT. (TYP.) At 12" O.0 MAX. EA. LEG. LOCATE AT EA. SCUD L � ,,,,,,, ,,,,_ ,,,,,,� 14 GA, CLIP ANGLE EA. STUD 'A 1/2" ISOLATION i I JOINT I —CONT. 3 5/S", 18 GA. METAL I TRACK. LA 1/2" ISOLATION E JOINT I c U STEP. REFER TO ARCH. I I d) w UJ.11J.F. W.W.F. I w SLOPE SLOPE SEE AR� SEE ARC 0'-0" TOP/SLAB d)TOP/SLAB F--x— w qZ d • o _ � � Q � t1L � A u !u w OP AND BOTT. Z WALL 6ECTIONWALL 5ECTIO�! SCALE. 3/4" . V-0" (REFER TO ARCH SECTION 3/A&k)' scaLE. 3/4" • V-0" REVISIONS BY REV. 4 - 1/25/II E 0 :J :J u L L n Vy. cm Q � � o � ;J m V 7 'T .'�-t t_ E W c� cv � m a CQ v o C d co C� J CV 5 m ti ti N ti j a 1 E U E- rn o' zow w 0 �Aa o0rn' o��o (n u n oco Z a�i CO �rn •Q, 0, u� LL Ln Zw z d� Lj �J � W D ZV Dx � D �3a Z cn 0 W �U� Q r` w Q }, a) L Z V CD--� Zr- 2:�C r� do a- u z_ c J LN o a) •� (� ` t ,v,.'yj _J x w U t N 0 V- aLd 3N L ` o Q CL 00 f- o ® - ►� CL r O Li Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: — Job: 09-45 Sheet S3.8 CONSTRUCTION JOINT TO BE USED O EXTERIOR - - • LJ AT CONTRACTOR'S OPTION At ANY CONTROL JOINT LOCATION 1 1/2" IIL INTERIOR (I) +'5 TRANS. _ _ ` _ PRIMARY BARS.7 MASONRY WALL. PLAN VIEW (2) *3 x 2' I� A- --�A �---- _ _ _ _ �-- J1 JI - - - -- 1 ONCRETE FOOTIN iv OR THICKENED SLAB REFER t0 PLAN. MID -DEPTH OF SLAB AT OPENING/RE-ENTRANT CORNER TYP. jj�'�Ej�IOR EXTERIOR _-- I EDGE 1/2" ISOLATION JOINT VERT REINF. —DOOR/WINDOW CJi�l57 UGt€C3N JOINT PETAL - "---- , ----- --- --- - L----- - - - - - �- - - - r I I I I I I �i i II I II W UJF. w REFER t0 PLAN. HORIZONTAL JOINT REINFORCING At 16" O.G. 1/2" ISOLATION JOINT EACH • z I SEE PLAN - 3/1ro�" SAW -CUT JOINT CUT I I I i I� T (1) Wo CONT. SIDE W.WF. al Z TOP/S A ! FILL JOINT Wltl•, LIQUID SEALER 3 AS SOON A3 POSSIBLE � AFTER TROWELLING 1 I - -- -- X 1-- m 0 I — I4-- — I,— — - 1 it � I — •� � ,� O 1/4 THICKNE55 OF SLAB Z • : � d • I � "' I I L � GROUT ALL CELLS 50LfD BELOW SLAB - F ! -�- — — — — �"' T YP. w `� -� �� TOP/SLA -- I'=1=1 III @ --- - - - - Ilk _ .1 1 30 BARS `,' ' LAP SPICE TYP. 0- ------ - 30 BAR � LAP 30 BAR LAP Lu MATCH SIZE AND 2'-1 MIN. 2'-0" MIN. • `n - SPACING OF FOOTING - O ~ Z REINFORCING. 1 CORNER SPLICE BARS t0 BE SAME 51ZE AND QUANTITY AS NOTES: CUT EVERY OTHER WIRE AT JOINT. f� 4 STD ACI 90' HOOK 1 -- ' PRIMARY BARS. REFER TO FOUNDATION PLAN/ 11 U 3 CLR. • • • GROUT ALL CELLS SOLID I. GUT SLAB AS SOON AS .AGGREGATE DOES NOT DISLODGE W (k - 1 I-== 1'-0" FOOtINCx SCHEDULE. BELOW SLAB, (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). 2. HAND TOOL JOINT TO FACE OF WALL WHERE SAW DOES TYPICAL INTERSECTION D1= COi�IER $ARS ACH.�' NOT 3. PLACE REINFORCING AT MID -DEPTH FOR SLABS LESS AT CONTINUOUS FOOTINGS/THIGKENED 5LA8 EDGE 0 3" CLR. REFERTO FOUNDATION PLAN/ THAN 5" THICK. PLACE REINFORCING 1/3 SLAB DEPTH m FOOTING SCHEDULE. (FROM TOP) FOR SLABS 5" THICK OR GREATER. CONTROL JOINT DETAIL STRUCTION CONTROL 1OINT STEPPED FOOTING T:�IZt�LCORNER DETAIL �XTI�1%�ALL FOOTING SECTIO(D�5�`N E: ! 1/2" _ ,'-0" SCALE: 3/4" NOT SCALE: 314 SCALE: 3/4" = 11-011 EXISTING. NEW- SEE SCHED. SEE 1 I/2 ° SCHEDULE`10 I I/2" 1 1/2" 1 1/2" W 1 I � EXISTING MASONRY ! WALL. REFER TO PLAN , W/2 W/2 I - -- w p I __ BASE iE (SEE SCHEDULE) MASONRY WALL. FOR EXTENTS OF WALL 1 TO BE SAW -CUT AND w W EI N ' w/ (4) F1554-GR36 ANCHOR REFER TO PLAN. REMOVED. GOORD. w/ ARCH. N � U `n ° BASE iE w/ l4J I— — — — — — — — — — - - - RODS w/ LEVELING NUTS. REFER t0 SCHEDULE. VERT. REINF. I - _ Fi554-GR36 ANCHOR 1/2" COLUMN I „ ISOLATION REFER TO PLAN ' 1/2" ISOLATION i ____;__ JOINT. N ! RODS w/ LEVELING NUTS. ISOLATION JOINT. V SAW -CUT JOINTS P55 COLUMN. J JOINT EACH SIDE W.W.F. HORIZONTAL JOINT W.W.F. SECONDARY CONCRETE H65 COLUMN. - I , i POUR. REFER TO 9/54.1 I � 1 J I I I I I REFER TO PLAN 1/2" ISOLATION JOINT REINF. AT 16" O.C. tYP. EXIST. SLAB -ON -GRADE T - 1 � � � � REFER TO PLAN. 1/2" COL. ISOLATION 3" CLR- ' JOINT I I I I I I I I EXTERIOR SLAB/SIDEWALK SEE PLAN,*-, TOP/ ELA SEE PLAN - - - - TOP/ SL , WWF. I I I I I I -l--ts —��= - — + — - G J. 1 11 3 CLR I I I W WF, tYP. j REFER t0 ARCH. a c I I I x x x LU 1 1/2 N.S. CsRDUt WI/2" I C,4 --.— _ 1 tl U O (L w t1 I SECONDARY 1 N`S GROUT- S`> - l I __ -' • • W w W �U II 11 I I POUR -; • UI I w as• • . • • •ILI e .. • . a II 11 �w a REFER TO U FOUNDATION PLAN/ 3'1 CLR EXISTING FOOTING BASE PLATE ' v n* • 11 ^ , ° a • ,a ^111 FOOTING SCHEDULE. J CLR. REFER TO FOUNDATION H55 COLUMN. _ I I -= - 3" .. -- CLR =! PLAN/FOOTING SCHEDULE I� REFER TO PLAN. REFER TO FOUNDATION - _ III- II fl`FOOTING --- I- III:-- I III — - , -- - ! r 11 II II IE 1/8 x 3 x 3 TYP. $ _ - - SCHEDULE III I - —i ;.'i ..� U OU] B 1/5" x 3" x 3" TYP. —1 —1 =1 — _ INTERiOR U�ALL SOOT INCH DETAh NSS COLU`' SOOTING TYPICAL COLUMN FOOTING - PLAN 9 � � SECTION III- SCALE: 3/4" =" SCALE: 3/411 C II_/7111 10 II _ I_ 11 SCALE: 3/4 - I 0 SCALE: 3!4 - I 0 ,r SEE SGHED. 1 1/2" GROUT (2) CELLS SOLID TYP. U.N.O. REFER TO PLAN FOR GROUT (2) CELLS SOLID AT EXISTING CONSTRUCTION REINFORCED TYP. U.N.O. (WHERE TO I \ I - �- _� -- - MASONRY CELL VERT. REINF. IN FULLY GROUTED CELL. f ' I REMOVE AND RECONSTRUCT - -- I I I I 1 1 I '1 r�= - I I I I I 'I LOCATIONS PLPAN FOR LO A EXISTING TO AN REFERPL w W EXISTING MA50NRY ABOVE NEW OPENING AS REQ p. FOR STABILITY f I ---III 1-t I I NORIZ. JOINT REINF. AT 16" O.C. MASOREQUINRY MASONRY DELLS to BE REINFORCED w/ REINF. IN A I I t `- 1. I I' --- . cU BASE M (SEE SCHEDULE) � o DURING PRECAST LINTEL INSTALLATION, "TOOTH" NEW MA50NRY _ 1 k 1 t FU LY GROUTED DELL. EXISTING MASONRY-••--------- GROUT SOLID w/ (4) 3/4"0 HILT1 =Hlt-HY150 ADHESIVE INTO EXISTING RUNNING BOND CONSTRUCTION. LAP NEW NOR1Z. JOINT REINF. At 16" O.G. w/ - JI I!F I .:....��. "__.WALL. ANCHORS w/ LEVELING WHERE APPLICABLE- -- HS5 COLUMN. ! NUTS 9" EMBED. REFER TO PLAN. I EXIST. I1 1 I, . ... ,. C 7 E II SECONDARY CONCRETE 3 CLR I € I POUR REFER TO 9/54.1 VERIFYLi----- - I I," --------' ----- r *3 x 1- 6 AT W> O.C. FI li 1/2" ISOLATION JOINT I € I EXIST. SLAB _ ; _ _ , -------------, _--- I • I DRILL AND EPDXY I k -ON -GRADE. INTO EXISTING CONSTR., 6" EMBED. W.WF. i I SAW -CUT A5 REQUIRED- I € PRECAST CONC. LINTEL I I I OPEN � II I C 1 I: I -- 1----- - �_--- I -I I I I I i I I I I REFER TO PAN AND 4 542. -- t__1 � , T T �' � 1 � i I., I I I I I I•. ;I I I € I k" NOTE- HORf Z. LINTEL REINF. AND GROUT ABOVE LINTEL NOT REQ D .�I --- -- --- -- __ I DRILL AND EPDXY ' �I I (3) "5 x 2'-4" BAR INTO EXISTING — , - i # ATR 3'-4" MAN OPENINGS. L2 REQ'D _III PE L 11 I I I I I I I I I I I 1 I I I I 1 I I I 1 I l II �3 x 1'-6 AT 16 O.G. DRILL 4 EPDXY INTO FOOTING. 3 I j 1 1/2" N.5. GROUT U t= W 1 I I I I I _ I I EXISTING CONStR. 1 n► i GROUT SOLID (2) CELLS ADJACENT t0 EACH SIDE OF --- (6" EMBED) --- - . -- - I1 11 Z X OPENING. REFER TO PLAN FOR —I { VERIFY I I I EXISTING FOOTING. II II w VERT. REINF. WHERE INDICATED I° I' I II l6 -8 MAX) G.C. TO FIELD -VERIFY = !� AND NOTIFY MIN. �...�s• NEW FTG. O U - 1 PATCH FLOOR SLAB AS REQUIRED. I I 'I k 1 I I _E I ARCNJENG. OF ANY REFER TO PLAN FOR - -- - .. - 11 I' 1 J� �� I I I I DISCREPANCIES, REINFORCING CLEAN EXIST. SURFACE OF NEW FOOTING 311 CLR AUGMENTATION EA. �! SIDE. TO SEE PLAN J REFER t0 ARCH. FLOOR/�//�/���� PLAN FOR OPENING SIZE , . �......-. i J NEW MASONRY IN -FILL EXISTING MASONRY CONSTRUCTION DEBRIS AND APPLY REFER PLAN- CHEMICAL BONDING AGENT (TYP.) U EXIST. FOOTING. b AND LOCATION. IONEUJU,JINDOW 8_EST OPENING - ELEVATION1"IASONRI' IN -SILL I -0 DETAIL: 3/Ali '7 YY// II _ I_ II SCALE: I/2 - i 0 REVISIONS BY ADDENDUM 1 d 2/4/11 REV. 2 - 3A8/II A Cl-IrENT/CONTRACTOR RrEvVON5 REV. 4 - 1/25/II 0 J Y Y J 5-. L y v �z��UU Q N E C r it d FC G ti v. ti 3 o � � . G O C\1 N ti m ti N e a 1 t 1 A A U ©�v f~ r4 E- Q O rJ3COD a oo O� �„� ►- c.O Co 1�- Z �rn I Sa ZW c,Z LLrLj J LAJ 3 +3 Z J Z U u— x � O _ Q U5 z n o � I' • W U o �r 5 C C a� oo �a U Z J N 0 (, m Lo .� rq x v w � U 0 U s- LL. Q LLi p Q L •— A r- C) 00 s CL m N d L� Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4. 1 - - -- r--- I — I — r ---F—T--,— r COORDINATE LOCATION WITH ARCHITECTURAL ELEVATIONS / STUCCO JOINTS. MAX. SPACING - 32' -0" U.N.O. DISCONT. JOINT REINFORCING AT MASONRY CONTROL JOINT VERTICAL BAR IN GROUTED CELL AT EACH SIDE OF JOINT. PRE -MOLDED RUBBER INSERT RAKE JOINT AND CAULK MSONRY CONTROL JOINT DETAIL SCALE. 1 1/2" - 1'-0" i VERT. REINF. ADJACENT TO i OPENING PER PLAN. OPEN K.O. BLOCK w/ (U 05 CONT. - EXTEND HORIZ. REINF. INTO CELL ADJACENT TO OPENING. HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND COURSE BELOW OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. TYPICAL DETAIL AT WINDOW SILLS 6 COR OTR O �NINS� SUCfC CONNECTION - LVATION SCALE: DISCONTINUE HORIZ. JOINT REINFORCING AT MASONRY CONTROL JOINT. RAKE JOINT AND CAULK f CONTINUE JOINT FROM TOP OF J FOOTING TO BOTTOM OF ROOF TIE BEAM. DO NOT CUT TIE BEAM REINFORCING At C M U JOINT PROVIDE (1) VERT. BAR IN GROUT FILLED CELL AT *2 HAIRPIN TIES CORNERS AND INTERSECTING AT 16" O.C. WALLS. REFER TO PLAN FOR ADDITIONAL REINFORCEMENT. -VERTICAL BAR IN - - --- - --- -----1--- GROUTED CELL AT EACH SIDE OF JOINT. I O r- 1r,; y,;1 OJ v ,1A� — — — — — - - PRE -MOLDED RUBBER I I I I INSERT I s, (1) VERT. BAR IN I I PREFABRICATED EACH ADJACENT TEE JOINT I I GROUT FILLED I I REINFORCING UNITS. I f I f CELL. REFER TO I I LAP HORIZ. JOINT PLAN FOR REINF. 6" (MIN.) TYP. 1 ADDITIONAL I REINFORCEMENT. NON- INTERLOCKING PROVIDE (3) VERT. BARS IN GROUT FILLED CELL AT CORNERS AND INTERSECTING WALLS. REFER TO PLAN FOR ADDITIONAL REINFORCEMENT. 1.e ,•1 , --,� -- — —i— , L_- -- -- - - �, PROVIDE DUMMY JOINT IN COORDINATE LOCATION OF I `+ :. I PREFABRICATED CONCRETE BEAMS. MASONRY CONTROL JOINTS CORNER JOINT WITH ARCHITECTURAL I 1 REINFORCING UNITS. ELEVATIONS LAP HORIZ. JOINT REINF. MAX. SPACING 32'-0" U.N.O. 6 (MIN.) TYP. TYPICAL REINF. DETAIL AT CORNERS MASONRY CONTROL JOINT DETAIL AND INTR'SCTINC �JALLS SCALE: N.T S. 3" MAX. CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. STEEL BEAM. REFER TO PL WF BEAM SIZE BOLTS WS 2 ROWS W10 2 ROWS W12 3 ROWS W14 3 ROWS W16 4 ROWS W18 4 ROWS W21 5 ROWS W2 5 O S W27 6 ROWS W30 6 ROWS v r+�✓reow �wv DOUBLE ANGLE BEAM CONNECTION w/ 3/4" 0 A325 BOLTS IN 13/16" 41 HOLES D L, ANGLE SCAM CONNECTION SCALE: N.T.-A. WF BEAM SIZE BOLTS NGTH iE LEIIHII NO. OF STUDS Hall W8 2 ROWS 8" 4 W10 2 ROWS 8" 4 W12 3 ROWS 13" 6 W14 3 ROWS 13" �o W16 4 ROWS IS" 8 WIS 4 ROWS 18" 8 W21 5 ROWS 23" 10 4 27 R 6 RO S " 28 ` 12 W30 6 ROWS 28" 12 I CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. SCALE: 3/4" - I'-0" I COMER BARS SAME QUANTITY, SIZE, AND LOCATION AS LARGEST TOP BARS, BOTTOM BARS, AND INTERMEDIATE z BARS FROM � DISCONTINUOUS BEAM — W- A TYP. I I w� m0 �r HORIZONTAL JOINT REINFORCEMENT AT FIRST AND SECOND BLOCK COURSE ABOVE OPENINGS. RUN CONTINUOUS OR EXTEND 2'-0" MIN. BEYOND OPENING. PRECAST CONCRETE U-LINTEL w/ (1) w5 CONT. GROUT SOLID U.N.D. REFER t0 5/54.2. OPEN PROVIDE SLOTTED HOLE IN I BOTTOM OF LINTEL FOR PLACEMENT OF REBAR AND GROUT. all MIN. SEARING ON MASONRY MASONRY OR CONCRETE TIE BEAM. REFER PLAN. GROUT ALL CE SOLID ABOVE PRECAST LINTEL. NOTE: PROVIDE 8" BEARING EA. END OF LINTEL. NOTCH ENDS TO ALLOW VERT. REINF. TO BE CONT.. PRECAST CONCRETE U-LINTEL w/ (1) 05 CONT. GROUTED SOLID U.N.O. • HORIZ. JOINT REINF. ) REFER TO 4/54.2, SEE ARCH. FOR n TOP/WINDOW, DOOR :4)jlrl ICAL PRECAST LINTEL DETAIL5 YPIC�t��%��C�ST LINTEL D�T�41LSL: 3/4" = I'-0" SCALE: 1 CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO * FILLET WELD = 1/16" LESS THAN IDTHI, STRUCTURAL. STEEL SECTION OF STRUCT. SOLID WALL THICKNESS 'I II NOTES/SPEC FOR ADDITIONAL INFORMATION. 1,30 BAR 4, L44 L30 BAR 0 LAP � 2'-0" MIN. 2'-0" MIN, TYPICAL INTERSECTION OF CORNER BARS AT CONCRETE WALLS, SEAMS, AND TIE 5EAM5 CORNER 5AR6 $A- QUANTITY, SIZE, AN LOCATION AS LAR TOP BARS, SOTTO BARS, AND INTER' BARS FROM DISCONTINUOUS BE TYP. 48 BAROLAP ' 30" MIN. TYPICAL INTERSECTION OF CORNER BARS AT MASONRY WALL AND TIE SEAMS TYPICAL CORNER SAR DETAIL NOT TO SCALE LOCATE SHEAR IE AT FACE OF BEAM (OFFSET SHEAR iE/BEAM FROM WALL �, AS REQ'D.) I --- —-- - ----- �_ PLAN VIEW �1 CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. r m fi TYP}- * STEEL BEAM. i REFER TO PLAN. j BOLTED SHEAR M CONN� AT COLUMN w/ 3/414 A325 BOLTS IN 13/16"(P HOLES (NOTE BOLTS IN SINGLE SHEAR). MATCH M THICKNESS w/ BEAM WEB. HSS COLUMN. —�- REFER TO PLAN. WELDED CAP B 1/2" AT TOP OF COLUMN. WF BEAM SIZE BOLTS WS 2 ROWS W10 2 ROWS Wit 3 ROWS W14 3 ROWS WI& 4 ROWS W18 4 ROWS W21 5 ROWS • tir 5EAM-GOLD" IN CONNECTION SCALE: 3/4" = 1'-0" METAL ROOF DECK. REFER TO PLAN. NOTES/SPEC. FOR ADDITIONAL EMBED a 1/2" x 0'-7" w/ INFORMATION. 3/4"0 WELDED HEADED EMBED fE'. 1/2" w/ 3/4"� THREADED STUDS AND 1/8"A"x5" HEADED STUDS AND 1/8"xl" STEEL BARS (WELDED) m m - = STEEL BARS (WELDED) WHERE STEEL BEAM STEEL BEAM. 2°( REFER TO PLAN. m __ m DOES NOT FRAME INTO m ^ = WHERE STEEL BEAM DOES NOT m = CONCRETE COLUMN OR - = FRAME INTO CONCRETE COLUMN DELENGTH m __� OR BEAM, PROVIDE A MINIMUM OF MINIMUM OF I REFER TO e/54.2 24" LENGTH OF CONCRETE TIE BEAM w/ (2) 05 TOP 4 BOTT. w! SHEAR OF CONCRETE TIE BEAM 3 TIES At 8" O.G. SINGLE PLATE BEAM CONNECTION w/ 3/4'4 A325 BOLTS IN w/ (2) �5 TOP 4 BOTT. w/ 03 TIES AT 8" O.C. LONG -SLOTTED HOLES. SHIP LOOSE HSS COLUMN. AND TACK WELD NUT TO BOLT WALL AND TIE BEAM N. REFER t0 PLAN. WALL AND TIE BEAM SHOWN FOR AFTER ERECTION. SHEAR PLATE SHOWN FOR REFERENCE DOUBLE ANGLE BEAM-' REFERENCE ONLY. REFER TO PLANS THICKNESS TO MATCH BEAM WEB ONLY. REFER TO PLANS CONNECTION w/ LONG FOR SPECIFIC CONDITIONS. (MIN.). REFER 12/54.2 FOR FOR SPECIFIC SLOTTED HOLES. SHIP ADDITIONAL INFORMATION. CONDITIONS. LOOSE AND TACK WELD NOTE: NUT TO BOLT AFTER SLOT BEAM WEB OR REFER NOTE: ERECTION t0 STRUCT. NOTES/SPECS REFER TO STRUCT. NOTES/SPECS. AAAFOR COVER PLATE AT FOR COVER PLATE AT 14 SECTION LONG -SLOTTED HOLES. LONG -SLOTTED HOLES. 1 � SOL T CL��TERLT��TEfp1SCALE: L4" x 3" x 1/4" (L.L.V.) ' — SEE PLAN. JOIST er=ARING GI I I I I I I I I I i BOTTOM 112 3/8" x 6" I I I 1 1 WELDED CAP iE 1/2" At TOP OF 1 I COLUMN. 1 I I I I I , I I I 1 I I I , I I I I � I SEE PLAN 1/4" STIFF }1? EACH SIDE. NOT REQUIRED AT SIDES w/ DBL ANGLE BEAM CONNECTION. ' I�I 1/4" STIFF IE? I I SLOTTED THRU j 1 CAP I£ 1/2" w/ HSS COLUMN I I (4) 3/4"0 A325 BOLTS TYP. I I I I I I HSS COLUMN. I I I I I'I REFER TO PLAN, I I IA I 10 ST�L S�AI„I S�A�'INC� NOT TO SCALE CONNECTION SHOWN FOR GRAPHICAL REPRESENTATION ONLY. REFER TO STRUCTURAL STEEL SECTION OF STRUCT. NOTES/SPEC FOR ADDITIONAL INFORMATION. m m CE m CC 4 � X DOUBLE ANGLE BEAM CONNECTION w/ 3/4") A325 % BOLTS IN LONG SLOTTED HOLES. SHIP LOOSE AND TACK WELD NUT TO BOLT AFTER ERECTION. REFER TO 11/54.2 AND 12/64.2. NOTE: SLOT BEAM WEB OR REFER TO STRUCT. NOTES/SPECS FOR COVER PLATE AT LONG -SLOTTED HOLES. 15 S�'�M CONNECT I ON 3/4' � HILTI HIT H-T-150 ADHESIVE ANCHORS, 6 3/4" EMBED. (S" MIN. GA.) W10: (4) ANCHORS (2 EA. SIDE) WI6: (4) ANCHORS (2 EA. SIDE) a 1: ( ) N HO 5 (3 A. SI E) to EXISTING FULLY GROUTED: REINFORCED MASONRY WALL. G.G. TO FIELD VERIFY ANp REINFORCE (EXISTING MASONRY CELLS AS REQUIRED. REFER TO PLAN FOR ADDITIONAL INFORMATION. W10: (2) REINFORCED CELLS W16: (2) REINFORCED CELLS W21: (3) REINFORCED CELLS REVISIONS BY FREV. 4 - 1/25/11 e 0 !n � U U o L) -cr d I �°'°~ ° �z • Q CN 1-") N Cn N ti 1 O a 1 ca 0 8 U P., Aa x' � a o0Ut�7a Z q Mrn CO GG - r 0 i vN W z� ZU LL_ o VE_3 Q LL Zc) a o 0 �w Q N� _ Q) t� 0 o o �� ir; h °O N Qo a _U Z � J N � o as .V) v M C M x V w U — a) 0 Q L .J D M L o < r- >, °- ® Cc s o r,) a� T CL N 0 Lam. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4.2 WIND VELOCITY: 110 mph INTERNAL PRESSURE COEFFICIENT: +/- 0.18 (Basic Wind Speed, 3 second gust) (Enclosed Building per ASCE 7-05) WIND IMPORTANCE FACTOR: 1.00 WIDTH OF EDGE STRIP (FT): 7.2 BUILDING CATEGORY: 11 HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: 1.00 ROOF ANGLE, A (degrees): 0.0 < A <7.0 ROOF DEAD LOAD RESISTING UPLIFT (psf): 10.0 WIND EXPOSURE CATEGORY: B DESIGN WIND LOADS - WINDOWS, DOORS, COMPONENTS & CLADDING ROOF WALL ZONE AREA fe DESIGN PRESSURE s ZONE AREA ff DESIGN PRESSURE (Positive) (Negative) Net Lllift 1 10.0 8.9 -21.8 -11.8 4 10.0 21.8 -23.6 1 20.0 8.3 -21.2 -11.2 4 20.0 20.8 -22.6 1 1 50.0 7.6 -20.5 -10.5 4 50.0 19.5 -21.3 1 100.0 7.0 -19.9 -10.0 4 100.0 1 18.5 -20.4 2 10.0 8.9 -36.5 -26.5 5 10.0 21.8 -29.1 2 20.0 8.3 -32.6 -22.6 5 20.0 20.8 -27.2 2 50.0 7.6 -27.5 -17.5 5 50.0 19.5 24.6 2 1 100.0 7.0 -23.6 -13.6 5 1 100.0 18.5 -22.6 3 10.0 8.9 -55.0 -45.0 3 20.0 8.3 -45.5 -35.5 3 50.0 7.6 -33.1 -23.1 3 100.0 7.0 -23.6 -13.6 Notes: 1) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. 2) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. 3) See pressure zone diagrams above for corresponding zones. 4) Roof coverings, finishes, etc.. Shall be design for the full negative design pressure. 5) Roof framing members shall be designed to resists the net uplift design pressure specified. oDESIGN WINO CRITERIA NOT TO SCALE METAL DECK. REFER TO PLAN, STEEL ROOF JOIST. REFER TO PLAN STEEL BEAM. REFER TO PLAN 4 �ST IONS3/4" 3/16 PLATE 1/4" x 5" EACH SIDE OF JOIST SEAT, CUT TO FIT. JOIST BRG, REFER TO PLAN. G.C. VERIFY NEW L 1 1/2" x 1 1/2" x 1/5" AT EXISTING WEB END MEMBERS (THIS END ONLY) U.N.O. METAL STUD FRAMING AND CLIP ANGLE. REFER TO 4/53.1 FOR ADDITIONAL INFORMATION. L4" x 3" x 1/4" CONT. (L.L_V.) WELD TO EA. W66 2 1/2"x2 Ii FOR LOCATION CENTERLINE OF UNIT -� HSS 1 1/2" x 1 1/2" x 1/4" AT 2'-0" O.C. MAX. 3'-0" (MAX.) (SEE ARCH.) Edge Strip WALL PRESSURE ZONES (ISOMETRIC VIEW) TP-Fa ®--0 Q a = Width of Edge Strip ROOF PRESSURE ZONES (PLAN VIEW) METAL ROOF DECK. REFER TO PLAN. NEW STEEL J015T. REFER TO PLAN. 7 STEEL BEAM - REFER TO PLAN. STEEL COLUMN - REFER TO PLAN, REFER TO S/54,2 (TYP.) NOTES: I. COOR'D, CURB/FLASHING w/ ARCH. 2. FIELD -VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHJENG. OF ANY D ISCSEPANCIE5. 2 SECT ION SCALE: 3/4" = 1'-0" EXIST. MASONRY PARAPET WALL TO BE 5AW-CUT AND REMOVED AT NEW STEEL BEAM LOCATION. -�- NEW METAL STUD PARAPET. REFER TO 3/543. ' 2 1/2" 6; d 2 1/2,17 Oct: I Oct:• • I I STEEL BEAM REFER TO PLAN. EXIST, MASONRY WALL TO BE SAW -CUT AND METAL ROOF REMOVED AT NEW DECK REFER TO STEEL BEAM PLAN. LOCATION. NEW STEEL ROOF JOIST. REFER TO PLAN. NEW STEEL BEAM. REFER TO PLAN. 14 GA. CLIP AT EA. STUD I II 12 " CANT. II FIELD -VERIFY NO CONFLICTS POINT LOAD It OF JOISTS (5EE PLAN) (MECHANCIAL EQUIP.) L4" x 4" x 1/4" 3/iro TYPICAL (UN.O.) A I f� i Kiln i Iln ------ RTU PANEL POINT ------------------ - ;III EXIST. ROOF DECK 1 1 i EXISTING II'I ���------- JOIST TOP I I CHORD FACTORY L2 1/2 "x2 I/2 "x3/16" ROOF TOP -- -- - -- - - - VERTICAL STRUT I I CURB - ---- - -, - (TYP.) WELDED 1 TO ANGLE FRAME ---------------- -- --------- j-------- AND TOP AND ' EXIST. STEEL JOIST BOTT. CHORDS OF , 1/2 DIA THRU-BOLTS, NUTS 3116" J015T6 w/ JOIST OPENING SIZE (AS REQUIRED). AND LOCK WASHERS WELD L2 1/2" x 2 1/2" x 3/Iro" STIFF. S;; ,'; SEE PLAN AND VERIFY w/ ; ;; OPPOSI TE FACE TRADE INVOLVED, � , I PLACED 24„O.C. MAX, MIN. JOIST STIFFENER (3) REQ'WELD L2 1/2" x 2 1/2" x 3/16" OPPOSITE S DE OF JOIST TO 5/643. TYP. 3/16" III AND MAXD 12EII FROM CURBS LONG AS REQ D. REFER i VERTICAL STRUT AT SIDE FROM LOCATION OF LOAD ENDS. OF JOIST AT EQUIP. CURB TO NEAREST PANEL POINT RTU SUPPORT FRAME. FRAME ANGLES. (AT TOP OR MOTT. CHORD REFER TO 6/543. OF JOIST). TYP. VERT. STRUT AT EDGE it NOTES: JOIST STIFFENERS NOT REQUIRED FOR POINT LOADS: 1. LESS THAN 100 L55 ,AT TOP CHORD. 2. "A" LESS THAN 3" OR "B" LESS THAN 2" (CLOSEST PANEL POINT). 5 JOIST STI I`I=NCR DI=T,4 L SCALE: 3/4" - i'-0" NEW ROOFTOP MECH. UNIT _t OF EXIST. J016T SPAN AN EXISTING STEEL JOIST TO BE MODIFIED (ELEVATION) $ TYF, JOIST REPAIR DETAIL (MOD A.) SCALE: N.T.S. NEW L 1 1/2" x 1 1/: EA. FACE OF JOI EXISTING STEEL JOIST TO BE MODIFIED (A -A) 1/8 CURB FRAME. REFER TO 1. LOCATE L4" X 4" X 1/4" BELOW ALL EQUIPMENT 5/54.3, CURBS AND AROUND ALL ROOF OPENINGS, EXIST. STEEL JOIST 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF MECHANICAL EQUIPMENT AND OPENINGS PRIOR TO STEEL FABRICATION. 3, REFER TO 1/543 FOR MECHANICAL CURB FRAMING. EQUIPMENT CURB FRAMING NOT TO SCALE YP EXISTING STEEL J015T TO BE MODIFIED 1/2"m A36 STEEL (2 TOP, 2 MOTT.) _ds OF EXIST. JOIST SPAN 'AN 1/3 OF SPAN 1/3 OF SPAN en A \ -NEW CONT. STEEL (ELEVATION) ROD NOT EXISTING STEEL J015T TO BE MODIFIED 9 JOIST REPAIR DETAIL (MCD. B) SCALE: N.T.S. PA Out'; i 18' -0" JOIST BRCS. EXIST. METAL ROOF DECK. SAW -CUT AS REQUIRED AND WELD TO EDGE ANGLE w/ 5/5"0 PUDDLE WELDS AT 6" O.G. MAX. EXIST. STEEL ROOF JOIST ' FIELD-VERIFY/MATCW EXIST TOP/EXIST. MASONRY v -CONT. L3"x3"x3/16" WELDED TO EA. JOIST. 2-12" 2-12" EXIST. METAL ROOF DECK CONT. L3"x3"x3/16" (MATCH EXIST. ROOF SLOPE) - L� EXIST. STEEL ROOF JOIST. CONT. Lro "x6 "x5/16" WELDED TO EA. JOIST. ,I 3/8"0 THRU BOLTS 4" FROM EACH CORNER AND 24" O.C. MAX. (MIN. 3 PER SIDE) TYP. ALL 4 SIDES, P.T. WOOD NAILER/ FILLER z ROOFING SYSTEM, REFER TO ARCH. --- - -� 1"«C .CURB FR,41" LING " JOIST STIFFENER AS REQ'D. REFER TO 5/543. NOTES: I. COOR'D. CURi3/FLASHING w/ ARCH. 2. FIELD -VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCH./ENG. OF ANY DISCREPANCIES. FOR LOCATION CENTERLINE OF UNIT PLATE 1/4 x 5 r�� �- EACH SIDE OF JOIST SEAT, CUT TO FIT. 3/16 6", 15 GA. (600 8162-43) METAL STUDS AT 16" O.G. MAX. w/ ro" 15 GA. (room T125-43) METAL TRACK TOP AND BOTT. 2 1/2" 2 1/2" METAL. ROOF DECK, REFER TO PLAN. NEW STEEL ROOF JOIST. REFER TO PLAN, NEW STEEL BEAM. REFER TO PLAN. SECTION NEW EXISTING EXIST. MASONRY PARAPET WALL TO BE 5AW-CUT AND REMOVED AT NEW STEEL BEAM LOCATION. FIELD -VERIFY gU _ � I TOP/EX15T. MASONRY 14 GA. CLIP AT EA. STUD CONT. Lro "xro"x5/iro" WELDED TO EA. JOIST. �X i - 2 in,, 2 1/2" EXIST. METAL ROOF DECK. GONT, L3"x3"x3/16" WELDED TO EA, I JOIST. I EXIST. STEEL ROOF JOIST. EXIST. MASONRY WALL TO BE 5AW-CUT AND REMOVED AT NEW STEEL BEAM LOCATION. NEW ROOF TOP TYP. MECH. UNIT. 11/2" 123/l TYP. NEW L 2" x 2" x 3/16" WEB REINFORCING NEW L 2" x 2" x 3/16" WEB - MEMBERS, (i) SIDE OF REINF. MEMBER, TYP. JOIST (TYP.) EXISTING STEEL JOIST TO BE MODIFIED V0 A3ro STEEL -� RODS (I TOP, I BOTT.) �-NEW CONT. STEEL 2-12 EXISTING STEEL RODS (DO NOT JOIST TO BE SPLICE.) NEW WEB REINF. ANGLE. MODIFIED • JOIST BEARING. (ELEVATION) EXIST. WEB MEMl5ER.____71 P REFER PLAN, G.C. VERIFY. MODIFY ALL JOISTS LOCATED UNDER NEW ROOF TOP UNIT _MINTYF. JOIST REPAIR DI=TAILC(MOD C.) i V SCALE: N.T.S. REVISIONS BY REV. 4 - 1/25/11 E 0 Y � U Y� o L� 9, :.l E Z, N N 0. N U C J �p cC c cq �~ 3 I' 3 L� • 2 N ;? m , 7C N rrl- 1 O t a. i 0 o� aka F 0 0 U] W � Cq VV) Ln L. CO CD cD r- � r r3) r") rn W CL Wooer �C)Z_J aX �a Zc i � • • r 0 L,j W cn ® a cn � o O M� ra- U � N O v � � a � O w U o U n i Q W v U-) .E N M < eM� 0 Q CO L_ CL N Id! 0 Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4.3 t OF JOISTS (SEE PLAN) ,, THRU BOLTS 4"M EACH CORNER RO FRO N {E 1/4" x 6" x 0'-8" m ` AND 24" O.G. MAX, (MIN. w/ (2) 1/2" DIA. x 6" POINT LOAD 3/16 3 PER SIDE) TYP. ALL HEADED DOIS STUDS PUDDLE WELD AT SUPPORTS, „ �� �� L3 x x 1/4 4 SIDES. FOR � - SEE PLAN NOTES FOR SIZE AND PATTERN, DEC !C W�D7H STEEL JDIST I I TYP. U.N.O. I I . E' I w/ 4/84.4) I ` I RTU 7 , 614 REFER TO PLAN, 1ICOOR'p. P.T. WOOD NAILER/ CAP AND METAL DECK 4- I I iMASONRY FILLER CONT. L3" x 3" x 3/16" N FLASHING. COOR'D. w/ ARCH. TEK SCREW FASTENERS EQ. SPACED W SIDE LAPS ° --- -- REFER TO PLAN. I ------- ----------------- ------ I I i i = -_ - ROOFING SYSTEM WELD t0 EA. JOIST, I/2" SEE PLAN OIL BTWN. SUPPORTS. SEE ° ° i " i i ' i I I @ Z REFER TO ARCH. TOP/MASONR PLAN NOTES FOR SIZE AND I I _ V2 1/2" • PATTERN. ° i i i I I FACTORY 4" (MIN.) BEARING ROOF TOP lo JOIST TOP I I i i I I - - - CURB (1) COURSE K.O. _ FILLER DEGK SHEET CHORD i i METAL ROOF BLOCK w/ (1) +*v CONT. AS REQUIRED. _ _°- I I i I I ----------- ------ DECK REFER t0 PLAN. ° ° i i I I i i SEE PLAN STEEL SUPPORT. ° r d r r I°r 4 I I gL JOIST BRCS. Idrd JOIST OR BEAM _ I° REFER TO PLAN r -- �° / -------------------------------- i 1/2"0 THRU-BOLTS AT 24" O.C. II �� �� WELD L2 1/2 x 2 1/2 x 1/4„ L4„ x 4„ x II4 �� r°r r r r ' - - ° EACH SIDE OF JOIST x 0'-4" LONG i i OPENING SIZE - SEE PLAN i i 2 1I2 I°I FROM LOCATION OF LOAD TO NEAREST PANEL POINT (x4). INCREASE AND VERIFY w/ TRADE FOR RTU FRAME I i INVOLVED ; ; I I RTU SUPPORT FRAME TO STUD (2) COURSE (1) COURSE METAL DECK r r to/ REFER t0 PLAN ° POINT LOAD (ON OPPOSITE CHORD OF ANGLES AS REQ' I I I I REFER TO 3/54 .4 K.O. BLOCK w/ (1) "5 CONT. 1°r1 I°1I 1 r ° JOIST). TYP. 3/16 JOIST WEB STIFFENER. EA. COURSE dl rr ° REFER TO 2/64.4, ° ° N�T�. 1. LOCATE L3" x 3" x 1/4" FRAMES AROUND ALL ROOF OPENINGS STEEL JOIST. ° JOIST NOT REQUIRED U.N.O, REFER t0 MECH. CURB FRAMING DETAIL FOR EQUIP. FRAME ANGLE SIZES. REFER TO PLAN. ROOF TOP UNIT FRAME SCHEDULE STEEL ROOF JOIST WELD AT 6" O.G. MAX. _ FOR POINT LOADENERS UNIT WEIGHT ANGLE SIZE REFER t0 PLAN. AT PERIMETER. 2. CONTRACTOR SHALL VERIFY LOCATION AND SIZE � 250 LBS AT TOP CHORD OF OPENINGS PRIOR t0 STEEL FABRICATION.0 - 65 �Ibs. L4" x 3" x I/4" L.L.H. VERY. REINF. NOTES: 15100 LBS AT BOTT. CHORD 3. FRAME 15 REQUIRED FOR ALL OPENINGS 12" AND 6�6 - 1500 Ibs L4„ x 4 x 3/8 HORIZONTAL JOINT REFER TO PLAN. REINF. AT 16" O.G. GREATER, 1501 - 3000 lbs L6" x 4" x 3/8" L.L.H. TYP. MASONRY WALL. I. MINIMUM DECK BEARING AT END SUPPORTS 2 1/2" (WHERE POINT LOADS OCCUR BETWEEN J015T PANEL POINTS) 3001 - 6000 lbs L6" x 6" x 3/5" REFER TO PLAN. 4. REFER TO JOIST STIFFENER DETAIL FOR 2. MINIMUM DECK LAP OVER SUPPORTS = 2" JOIST STIFFENERS AS REQUIRED. 6001 - 8000 Ibs LS" x 6" x 7/16" L.L.H. ooP S NINGQIP�MNi�� 1NO =�=D AL 2 4 MSEcE�-cu ,4MINC 5 S�cTION c O SCA NOt TO SCALE C REFER TO 5/54.4 FOR NEW EXISTING —� NEW EXISTING METAL STUD FRAMING AND CLIP ADDITIONAL INFORMATION ANGLE. REFER TO PLAN AND AT STEEL ROOF JOIST BRG. EXIST. MASONRY WALL SECTIONS FOR ADDITIONAL fE 1/4"x7 1/2"xC'-IC" REFER TO 6/54.4 FOR EXIST. MASONRY PARAPET WALL. INFORMATION. MASONRY CAP AND w/ (4) 1/2"0 x 6" ADDITIONAL INFORMATION HEADED STUDS AT METAL ROOF DECK PARAPET WALL. 2 1/2" L4"x3"xl/4" CONT. (L.L.V.) TYP. FLASHING, COOR'D. W/ ARCH. BRCS. CONT. L4" x 4" x 1/4" w/ , _ FIELD VERIFY 2 I/2" WELD t0 EA. JSt. r _ FIELD VERIFYn 3/4"� HILTI-HIT HY15C tOP/EXISt. METAL ROOF 2 1/2" JOIST TOP CHORD CONT. L4" x 4" x 1/4" w/ SEE PLAN CONT. BENT IIE 1/4" x CONT. L3" x 3" x 3/16" CONT. WELD TO EA. TOP/EXfST, MASONRY ADHESIVE ANCHORS AT MASONRY PECK REFER TO EXTENSION, PLAN 3/4"� H1Lt1-Nit HYi50 TOP/MASONRY 5" x 2 3/4" (L.L.H.) N I I _ JOIST, „ 24 O.G. MAX, IN GROUTED - ADHESIVE ANCHORS AT (1) COURSE K.O. BLOCK w/ �, jj MAS, (6 3/4 EMBED). G.C. TO STEEL ROOF I I 24'" O.C. MAX. IN GROUTED (1) *5 CONY. I23 42 „ 1 112�� 1 1/2 VERIFY EXIST. MASONRY JOIST. REFER MAS•, 6 3!4" EMBED. 2 I/2" GROUTED SOLID AND GROUT SOLID AS REQUIRED. (TYP.) I t0 PLAN 2 1/2 „ PARAPET VERT. REINF. i METAL ROOF DECK REFER TO PLAN.METAL METAL ROOF DEGK '' SEE PLAN REFER TO PLAN, 90 STD. AGI HOOK 2 1/2 REFER TO PLAN. METAL ROOF i, REFER TDO PLAN.ROOF. i+ DECK REFER t0 i_ � -� ' JOIST BRG. --------------------------- SEE PLAN 2 I/2" ------------------------- PLAN. SEE PLAN _ ---------- -------------- DECK BRCS. ---------- SEE PLAN DECK BRG. ------------------------ JOIST $RG. (2) COURSE (1) COURSE E I ��\\ EXIST. (2) COURSE K.O. KO, f3LOGK w/ (11 +'5 CONT, ,�\ `�� ���, BLOCK wI (I J CONT. EA. VARIES EA. COURSE COURSE. G.C. TO FIELD VERIFY NOTIFY (SEE ARGH.) SEE PLAN �' EXIST. (2) COURSE K.O. �,\ - - R O ENGINEER OF ANY BOTT./TIE BM. ,' BLOCK w/ (1) 05 CONT. EA. ----------- ----- --- DISCREPANCIES PRIOR STEEL BEAM. MASONRY WALL. .'' ---------------------- COURSE. G.G. TO FIELD VERIFY AND NOTIFY t4 CONStRUGtION. REFER TO PLAN STEEL ROOF JOIST REFER TO PLAN. ENGINEER OF ANY BRIDGING, L2 1/2" X 2 1/2" X 3/16" WELD REFER t0 PLAN. BRIDGING. HORIZONTAL JOINT (2) COURSE (1) COURSE STEEL ROOF JOIST K.O. BLOCK w/ (I) IS DISCREPANCIES PRIOR REFER TO PLAN. EXIST. MASONRY WALL. TO BOTT, FLANGE. REFER t0 PLAN WHERE REQ'D. REFER TO PLAN. REINF. AT 16 O.C. TYP. REFER TO PLAN, CONT. EA. COURSE STEEL ROOF JOIST REFER t0 PLAN, TO CONSTRUCTION. „ „ „ , „ L2 I/2 x 2 1/2 x 3116 x 0'_ - REFER TO PLAN FOR (PROVIDE AT MIN. OF 2 L2 1/2" x 2 1/2" x 3/16" x 0'-6" VERY, REINF. 90' Si'p. AGI HOOK VERt. REINF_ EXIST. MASONRY WALL. w/ 3/4"� HILTI-NIT HY150 ADHESIVE ANCHOR INTO EXIST. MASONRY CELLS TO BE REINFORCED JOI PER STEEL BEAM AT i/3 POINTS.) tYP. U.N.O. w/ 3/4 � HILTI-HIT HY150 REFER TO PLAN. REFER TO PLAN. L6 x6 x5116 xl -C w/ 1/4 ��+'�''�� REFER TO PLAN FOR GROUTED MASONRY CELL. - - - AND/OR FULLY GROUTED ADHESIVE ANCHOR INTO HORIZONTAL JOINT MASONRY WALL. STIFF IE w/ (2) 314 HILTI i EXIST. MASONRY CELLS G.G. TO FIELD VERIFY AND TYP. GROUTED MASONRY CELL, REINF. AT 16" O.C. REFER TO PLAN. HIT HY150 ADHESIVE TO BE REINFORCED GROUT EXISTING CELL NOTE: GOOR'D. WALL fo 3/4" EMBED TYP ANCHORS, 6 3/4" EMBED. AND/OR FULLY GROUTED SOLID AS REQUIRED TYP. EXIST. ROOF FINISH/SHEATHING THICKNESS w/ ARCH. 6" 6" TYP. FRAMING NOT SHOWN (TYP.) - EXIST. ROOF FOR CLARITY. � cl� 55EARRING S cTION SECTION FORRR CLARIITTY.sNOWN �Caj!ECTION JOIST TO ST1= L S 4M v 2S�211 1 " SCALE: 3/4" SCALE: SCALE: 3/4" = 1'-0„ cam, SCALE: 3/4" = I'-C" METAL STUD FRAMING AND CLIP ANGLE. REFER TO 1/53.3 FOR CONT, L3" x 3" x 1/4" ADDITIONAL INFORMATION. YHSS CONT, BENT M 1/4" x TYP. L4" x 3" x 1/4" CONT. (L.L.V.) WELD TO EA, HSS. 2 1/2" 5" x 2 3/4" (L.L.H.) "-12" TYP. VL2 1/2,, 1/2 METAL DECK. I (MAX.) REFER TO PLAN. 2 I/2" TYP. 2 1/2" TYP. CAP e 1/2" x 1'-0" 4" 2"-12" +e --------rL - 1/2" MAX, — METAL ROOF DECK. 2 1/2" 2 1/2" METAL ROOF DECK. MATCH COL. DIM, MIN.). RG. METAL ROOF DECK REFER TO PLAN. METAL ROOF DECK ------------------ ------------------ � I - �- i I REFER TO PLAN. REFER TO PLAN. 2 1/2" TYP. REFER t0 PLAN. -- 2 1/2" --'� HSS 2 I/2" x 2 1/2" x I/4" ---------------- -� - - - 1/4" STIFF IE ! ------------- '� '��------- AT 4'-0" O.C. MAX. _____---- %STEEL I i `v ROOF JOIST. REFER TO PLAN VARIES STEEL BEAM. (SEE ARCH.) ' -------------- ----------- REFER t0 PLAN " x 21/2„x 3/16 ZSTEEL ROOF JOIST NO WELD E STEEL ROOF JOIST. REFER TO PLAN. WELD TO BOTT. FLANGE. BEYOND REFER TO PLAN, STEEL BEAM REFER TO PLAN. AHSTEEL REFER TO PLAN WERE REQ'D. (PROVIDE AT MIN. STEEL BEAM. STEEL ROOF JOIST REFER TO PLAN, I I I I fE 112" STEEL ROOF JOIST BEAM. REFER TO PLAN. STEEL ROOF JOIST REFER TO PLAN. OF 2 JOIST PER STEEL BEAM AT(1/3 POINTS.) TYP. REFER TO PLAN. L2 1/2 x 2 1O 3/16 I I NSS COLUMN. REFER TO PLAN. " L2 I/2 X 2 1/2 " X 3/16 L) . WELD TO BTTFLANGE. UN O REFER TO PLAN WHERE i i REFER TO PLAN. WELD TO BOTT. FLANGE. REQ'D. (PROVIDE AT REFER TO PLAN WHERE MIN. OF 2 JOISTS R STEEL BEAM AT 1/3 NOTE: STEEL BEAM CONNECTION REQ'D. (PROVIDE At MIN. of 2 JOIST PER STEEL POINTS.) TYP. U.N. . NOT SHOWN FOR CLARITY. BEAM At 1/3 POINTS.) tYP, UN.O. 11 JOIST To 8E>�M 12 SECTION " '_ " SCALE: 3/4 1 0 13 SECTION SCALE: 3/4" = I'-0" 14 SECTION SCALE: 3/4" = 1'-0" 1 SECTION SCALE: 3/4" = 1'-0" REVISIONS BY� FMv. 4 - 'i/25AI - p_ M va_ 1 Va A H U a In UO o�� o04 oc�r� Cq Z v CO roo -1- "? t Cnz LO �W �N W zap 6 2'U LL. No d W 0'u::�� �o) Z�w N� _ ZE� d� a c �- o z^ U 0 �v O � M � _U _Z � dam' 0 U x Q p W U Q _o V) s—V— Ld o LID _ 0 M 0 Q O CL N L Date: 12. 15. 10 Scale: AS NOTED Project Mgr:. GM Drawn: Job: 09-45 Sheet S4.4 L4"x4"x1/4"x1'-6" - L4"x4"xl/4" DIAGONAL L4" x 4" x 1/4"xl'-O" w/ (2-LOCATIONS) I I „ I 1/4 STIFF fE BRACE STIFF fl? 1/4" w/ (2) 314110 CT1'P.) --------------------------- ------------- HILTI-HIT HY150 ADHESIVE-- -- - CEILING -- ANCHORS, 6 3/4" EMBED , � . . COVER HOLE CONT. STEEL 1� - II �� _ 6 6 - •O • DO O : _ - EXISTING CONSTRUCTION CHANNEL. 1 • . • OBSTRUCT REFER TO PLAN • • STRYKER INTERFACE -------- 2" 811L 2" fE BY DELEGATE �- SPECIALTY ENG. i SECTION 5-5 SECTION C-C L THRU-BOLTS W' STD. ACI HOOK DECK EDGE ANGLE. REFER TO PLAN. 1/4 STIFF (TYP.) B i£ I DIAGONAL BRACE I PLAN A -A (4-LOCATIONS) -REFER TO 6/54.5 MASONRY COL./WALL la'-O"OL JOIST BRG. 4.5 SEE PLAN REFER TO PLAN. DECK BRCS. ------- VERIFY � (2) COURSE (1) COURSE f' 50TT�CHANNEL K.O. BLOCK w/ (1) 05 CONT. " 'JJ BOTTOM IE 1/4"x 10"x 0'-4" EA. COURSE I, „ HSS 2 1/2 x 2 1/2 x 1/4 , „% ;' I AT 16" O.G. MAX. (LOCATE TYP. �I ST STIFF.3/I6 ° 2" AT THRU-BOLT MASON Y WA-------� R LL REFFER Ta /54.4 LOCATIONS) COOR'D. w/ 5/54.5 AND 6 /54.5. REFER TO PLAN. _ B G HORIZONTAL JOINT STEEL ROOF JOIST, CONSTRUCTION SEQUENCE • • • 171, ----------- • ------------- REINF. AT 16 O.G. - 411 L4- 1-491x4"x1/4" WELD t0 JOIST TOP CHORD REFER TO PLAN" I. SHORE EXISTING CONSTRUCTION AS REQUIRED, TYP. 3/4"40 HILT[ -HIT HY150 t • • (4-LOCATION5) VERt REINF / ADHESIVE ANCHORS AT _ • • 2. GROUT EXISTING MASONRY CELLS ADJACENT TO NEW OPENINGS, WITH NEW REFER TO PLAN. 6" O.C. MAX. (3-MIN.) L4"x4"A/4" DIAGONAL BRACE EQUIPMENT BOOM, iE AND VERTICAL DOWELS. REFER TO 2/52.1 DECK ED[aE ANGLE. (4-LOCATIONS) CONNECTIONS BOLTS BY REFER TO 12/642 REFER TO PLAN. DELEGATE SPECIALTY 3. INSTALL STEEL CHANNEL EA. FACE AND INSTALL NEW STEEL COLUMNS. ENGINEER REMOVE MASONRY ONLY AS REQUIRED. NEW STEEL SEAM. TYP. A y A I1'-2" 4. REMOVE MASONRY WALLS BELOW CHANNELS. REFER t0 PLAN' F _ _ 12/64.2, 13/64.2, AND TOP/STRYKER INTER FACE I£ 15/64.2 (2) L4"x4"xl/4"xl'-6" (VERIFY) III-O"n 5. WELD M 1/4" BOTTOM PLATES. (I -EA. SIDE) CEILINCx 6. PATCH FLOOR SLAB. (D46FECTION 314I CO1TYP. 20 1/2"0 ERIFY JOIST MFR.0 LB 4 ECTION-05T SCALE: -0"LE: GRAVITY LOAD .3/4" -0° GROUT CAP. TRENCHING NOTE5/5EQUENCE: REFER TO ARCH. EXISTING CONSTRUCTION GROUT (2) CELLS SOLID I0' AT EXIST. MAS. REFER t0 TOP/WALL CONT. STEEL PLAN FOR LOCATIONS - 1, SAW -CUT EXISTING CONCRETE SLAB -ON -GRADE AS REQUIRED FOR L_.__-__:- r - CHANNEL. EXISTING CONSTRUCTION II /2 � -� REQUIRING REINF. NEW TRENCH LOCATIONS. po NOT DAMAGE EXISTING WALL/FOOTINGS REFER TO PLAN STAGG. TOP AND BOTT. - KO COLUMN FOOTING, EXIST. STEEL BEAM. (TYP.) BLOCKS m FIELD -VERIFY AND NOTIFY ARCHENG. OF NOTE: ` J C2) "5 CONT. 2. HAND EXCAVATE AS REQUIRED_ FIELD -VERIFY _-_-- ANY DISCREPANCIES PRIOR t0 REFER TO 4/54.5 FOR CONSTRUCTION SEQUENCE GALVANIZEDTHRU-BOLTS PIPE/CHAIN LINK CAGE n 12" MASONRY WALL. 3. HAND COMPACTED BOTTOM OFtRENCH TO A MINIMUM OF98�0REFER TO 6/54.5 CONSTRUCTION. 4 5 AND ADDITIONAL AND CONNECTIONS BY REFER TO PLAN. MODIFIED PROCTOR DENSITY. tz 4.5 'ENGINEER INFORMATION. DELEGATE SPECIALTY a d VERT. REINF. REFER TO PLAN 4. APPLY TERMITE TREAS REQUIRE (GOOR'D. w/ ARCH.) S4. l3) EXIST. REINF./FULLY I I I I I I 5. INFILL TRENCH EXCAVATION IN LIFTS NOT EXCEEDING S". EACH LIFT VERIFY GROUTED CELLS OR SHALL BE COMPACTED TO A MINIMUM OF W% MODIFIED PROCTOR BOTT./CHANNEL 24" WIDE CONC. COL. G.C. i I I I I I %� HORIZONTAL JOINT °. CRY DENSITY. I i I I TO FIELD -VERIFY AND 1 I t I I I I I I I i I i i I I t 1 REINFORCING AT 16" O.G. CAP P 3/4°'x10"x0`-1®" NOTIFY ARCH./ENG, OF + t + + + + 6, INSTALL 6MIL (MIN.) VAPOR BARRIER 4a ' I + ANY DISCREPANCIES I I I I + I I t E 1 I I t I I 1 - 1/2" ISOLATION ° 1/4" 4" I I PRIOR TO CONSTRUCTION. I i I i I i I i i i JOINT - 1. DRILL 4 EPDXY 03 DOWELS AS SPECIFIED. + + i I HSS COLUMN. • • • • + + + + E I I 1 • I _._ ... _.._.. n GROUT ALL CELLS - SOLID BELOW SLAB 5. INSTALL WELDED WIRE FABRIC (W.W,F) AS SPECIFIED, IN -FILL SLAB WITH REFER TO PLAN. I i I (2) 1/2"� THRU-BOLTS (TYP.) SLAB 3,000 PSI CONCRETE, NEW SLAB THICKNESS TO MATCH I I + + I I (I -TOP, I-BOttJ �� 4 5 SLAB -ON -GRADE. EXTERIOR SLAB. STEP EXISTING. (4" MIN.) SECTION I I �... t E ;. ... .......... .......... REFER TO PLAN ° -- . AND SLOPE PER ARCH. REFER TO CIVIL S. NOTIFY ARCH./ENG. OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. VERIFY ,...' ...........1 • I • • I W y a a U ° DRAWING. SAW -CUT EXIST. ah Mv BOTT./CHANNEL _ ._._... _ ... _ .. (X SLAB -ON -GRADE AS NOTE: (6) 1/2"0 THRU-BOLTS. I I E I t I 1 I I 1 I I I I + I + �pA \ \\ REQUIRE FOR NEW CONC. EXISTING NSTALLA ON SLAP CONCRETE I TI OF NEW PIPE DRILL AND EPDXY REFER TO 4/64.5 FOR CONSTRUCTION SEQUENCE DO NOT DAMAGE EXIST. REINF. DURING INSTALLATION OF STEEL CHANNEL EA. FACE. � i i + + + � I I I I I I ��\ \/\/\y �/ --- -- >tu // / // // _. /� ��%\i // // // „ NEW "3 x 0 -S DOWEL W.W.F. ADDITIONAL tHRU-BOLTS. REFER TO PLAN I 211 ........_ AT 16" OC. MAX., ,AND - -x 311EMBED.INFORMATION. ( 3I/4" iE. REFER TO 4/545 P_ 1/4I, AT 16II O.G. MAX. I ° \ ' -- - / / (LOCATE AT THRU-BOLTS) REFER TO 4/54.5 I I I' I t I REFER TO FOUNDATION-)\/�' a , V �� /' \, ° a fE 3/4" AT STEEL COL- 1 I I' 1 I a I PLAN/FOOTING a � ° ° < °. d 1` TRENCH INFILL REFER TO 5/54.5 , SCHEDULE ' SECTIONELEVATION SCALE: 3/4" I' 1'-4" I MAX. I'-4" I 1'-4" ' S° MAX, MAX. SECTION 3" CLR. TRENCH 1)ETA I L PIPING BY OTHERS, COOR'D. w/ ARCH. 8 SCALE: 3/4" I' 7 SCALE: 1'-0" ARCH. SECTION 2/AT SCALE: V $ 1'-0" = -Oil STEEL COL. 3/4" = REF: = -Oil REVISIONS BY � REv. 4 - Zl25nl J' J fi r� a _j- -r A_ i 1 a 0 a�v: a A s'. a CD 0 173 o��rnC3� L.jW U-) L- co oN-) LO r` i �w0)z t Lj W Z3 3 Z J U U_ x a� C) V2Q, L- LLJZ � 0 r 0� Z �,- �, Ln _ N-) z c� UDo- oa U_ _Z C J 14 o U Lo � o � Cr Q Q V w U a� a Q W v m Lr) o Q M s_ O o ® oo s L. -- M CL N n- ck� N 0 J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: GM Drawn: Job: 09-45 Sheet S4*5 MATERIAL LEGEND GENERAL NOTES 5UILDIts CODE IWORMATION INDEX OF DRAWINGS EARTH/ FILL I. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE "FLORIDA "FLORIDA "FLORIDA APPLICABLE CODES: 71 TITLE SHEET 3 � '� ABE3�ylAT10N SHEET 2 1 FPO FIRE PROTECTION SITE PLAN 2 FPI Flies P1�c>vTECTION Exi�TIN+G CONDITIONS PLAN \\ CODE BUILDING CODE," PLUMBING CODE," MECHANICAL CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND THE FLORIDA BUILDING CODE, 2001 EDITION (FOUR INCLUDING SUPPLEMENTS 2 FP2 FIRE Pf� TECTiON PLAN BRICK FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. VOLUMES) 2009 4 3 ASI OVERALL ARCHITECTURAL SITE PLAN FP3 FIFA PFnc>TECTION PLAN BUILDING CFBC-5) A8sED ARCHITECTURAL 817E PLAN /DETAILS 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE PLUMBING (FBC-F) 4 A83 ARCHITECTURAL SITE DETAILS MGl MEDGAS DEMOLITION FLOOR PLAN a CONCRETE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" MECHANICAL (FBC-M) MG2 MEDGAb DEMOLITION FLOOR PLAN AIA DOCUMENT A201. FUEL GAS (FBC-FCs) DIa OVERALL DEMOLITION SITE PLAN 2 1 MG►3 MEDGAt� OVERALL FLOOR PLANF STUCCO, CEMENT PLASTER, LIGHTWEIGHT 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ORIDA FI E PREVENTION CODE 2001 DITION1 �DbPARTIAL DEMOLITION FLOOR PLAN 2 1 MG4 MEDGA-0 I4NOVATION FLOOR PLAN CONCRETE ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE NFPA 101 LIFE SAFETY CODE FLORIDA EDITION 2006 EDITION D1c PARTIAL, DEMOLITION FLOOR PLAN 2 1 MG5 MEDGAS i'-NOVATION FLOOR PLAN INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND TI NA E C RI AL CO E 0 8 E IT ON 2 MG& MEDICAL GAS DETAILS CMU- LARGE SCALE REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY 4 3 LSI LIFE SAFETY PLAN -PHASE 1 2 MG'1 MEOC%4b EQJIPPMENT bCHEDULES NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS. 4 3 L52 LIFE SAFETY PLAN - PHASE 2 CMU- SMALL SCALE 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFTSMEN, EXPERIENCED IN THE OCCUPANCY CLASSIFICATION: 4 3 1 L53 LIFE SAFETY PLAN - PHASE 3 2 PzI PLUM5ING SPECIFICATIONS / SCHEDULE WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL FBC -BUILDING, CHAPTER 3 2 PA02 PL.UM1�IrNG SCHEDULE TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL SECTION 304: BUSINESS OCCUPANCY - GROUP B -FULLY SPRIKLERED 1 OAI OVERALL 51.1 LDRNG FLOOR PLAN f I UME31r G DEMOLITION FLOOR AN - SANITARY PL PL SEUER METAL -LARGE SCALE COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AND REPLACE P22 PLUM5rrvG DEMOLITION FLOOR PLArI - SANITARY i�w4ER UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE 4 2 Ala OVERALL FLOOR PLAN P3 PLUM�3iriG DEMOLITI(�44 FLOOR PLAN - WATER J11 METAL OR SHEET METAL -SMALL SCALE THE COST TO THE SUBCONTRACTOR HEIGHT AND BI�JILDINCI AREAS 4 3 2 Alb ENLARGED PARTIAL FLOOR PLAN P4 PLUM51rvG DEMOLITICA4 FLOOR PLArI - WATER 5. IT IS THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION FBC - BUILDING, CHAPTER 5: TYPE a-B, FULLY SPRINKLERED 4 3 ' AIC ENLARGED PARTIAL FLOOR PLAN P5 PL.UMSiNG RENOVATIc4I FLOOR PLAN - SANITARY &EWER WOOD FINISH PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.00% 3 Aid ENLARGED PARTIAL FLOOR PLAN s STOW DRAIN OP6 AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 200% 2 Als ENLARGEDPL TOILET PLAN / DETAILS U!n5irrG NOVATION FLOOR PLAN - SANITARY 5EL4r, TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE Alf ENLARGED TOILET PLAN / DETAILS 4 STORi" i DRAIN NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY ALLOWED PROVIDED AIg ENL,4F�YsED TOILET PLAN /DETAILS 2 Pi PLUMtSirVG RENOVATION FLOOR PLAN - WATER WOOD BLOCKING CONTINUOUS OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. TABLE 503: HEIGHT AND BUILDING AREA 4 A2a OVERALL DIMENSIONED FLOOR PLAN 2 " PLI.Anr5irvG r OENOVATICM FLOOR PLAN - WATER rc. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR 4 A22 ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 1 P9 PLUMrirr,4G ENLA D PLANS - SANNITARY it VENT WOOD BLOCKING INTERMITTENT DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS MAX. BUILDING HEIGHT 55, 25, 4 A2c ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 Ir'Ird PLUMi5woG ENLA D PLANS - SA ITAPRY 4 VENT SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL MAX. STORIES 4 1 4 A2d ENLARGED PARTIAL DIMENSIONED FLOOR PLAN 2 1 P11 PLUM�3uNG ENLA�D PLANS - WATEER NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL AREA PER FLOOR (MULTI -STORY) 23,000 SF 2 1 A3a OVERALL REFLECTED CEILING PLAN 2 1 P12 PLUMF3rrNG ENLAR ED PLANS - WATi=R PLYWOOD CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER SECTION 5012 2 1 A36 ENLARGED PARTIAL REFLECTED CEILING PLAN 2 1 P13 5ANITAt'kY RISER DIAC*RAMS 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. SPRINKLERED ONE STORY UNLIMITED EXISTING AREA 55,290 SF 2 A3c ENLA CaED PARTIAL REFLECTED CEILING PLAN 2 I P14 SANITARY 1RibER DI S GYPSUM WALLBOARD ,43d ENLARGED PARTIAL REFLECTED CEILING PLAN 2 P15 PLUM51rNC: ROOF PLAN 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. PROPOSED AREA SF A3Q CEILING DETAILS 2 PI6 PLUM5ir4G ROOF PLAN 4 STORM DRAIN 0a,116 TOTAL AREA 68,118 SF COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH 4 2 A a ROOF PLAN 2 Pill PL.UMi IrNG DETAILS - RIGID INSULATION ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK A4b ROOF PLAN 2 1=I6 PLU" l51rVG DETAILS ;(( TO BE PERFORMED. CONSTRUCTION TYPE: Asa EXTERIOR ELEVATIONS �XX BATT INSULATION S. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD FBC - BUILDING, CHAPTER 6 A5b EXTERIOR ELEVATIONS 2 MO.1 MECHANICAL LEGEND, AND NOTES INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. TABLE 601 - FIRE RESISTANCE FOR BUILDING ELEMENTS 2 A5c EXTERIOR ELEVATIONS 2 M(&2 MECHANICAL Si='ECIFICATIONS THIS INSPECTION 18 REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR REQ'D PROVIDED 2 A6a WALL SECTIONS 2 MI.0 MECHANICAL DEMOLITION PLAN WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS STRUCTURAL FRAME INCLUDING 4 Abb WALL SECTIONS 4 2 1 M20 MECHANICAL RENOVATION PLAN DEFINED IN THESE CONSTRUCTION DOCUMENTS. COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR A6c WALL SECTIONS 4 2 1 M2.1 MECHANICAL RENOVATION PLAN 10. UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL BEARING WALLS, EXTERIOR 0 HR 0 HR BEARING WALLS, INTERIOR 0 HR 0 HR BEARING A6d WALL SECTION$ 4 2 M2.2 MECHANICAL RENOVATION PLAN WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A NONIBERING WALLS, INTERIOR 0 HR 0 HR 4 Abe WALL SECTIONS 4 2 M"L3 MECHANICAL RENOVATION PLAN PERIOD OF ONE (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL FLOOR CONSTRUCTION INCLUDING 4 Abf WALL SECTIONS 4 2 I M1r4 MECHANICAL OVERALL FLOOR PLAN APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER SUPPORTING BEAMS 4 JOISTS 0 HR 0 PR 4 ,�g I�JALL, SECTIONS 2 aid MECHANICAL ROOF PLAN 11. IT SHALL BE THE RESPONSIBILITY OF THE G.G. AND/OR CONTRACTORS TO COMPLY WITH ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS 4 JOISTS 0 HR 0 HR 4 Abh WALL SECTIONS 4 A61 WALL SECTIONS 4 2 4.0 MECHANiCAL SCHEDULES 2 M4.1 MECHANICAL DETAILS ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1910 BY THE AND ALL ITS SUBCONTRACTORS AND 4 A&J WALL SECTIONS 4 2 5,0 MECHArNICAL DETAILS U.S. DEPARTMENT OF LABOR, REQUIRE EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. 4 Abk WALL SECTIONS 4 2 1 M5.1 MECHANIeAL DETAILS SANS OF EGRESS: Ala INTERIOR ELEVATIONS 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. FBC - BUILDING, CHAPTER 10 2 Alb INTERIOR ELEVATIONS El ELECTRICAL LEGEND THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.G. SHALL OBTAIN EXACT FLOOR AREA PER OCCUPANT 2 Alc INTERIOR ELEVATIONS E2 ELECTmiCAL LIGHTING FIXTURE SCHEDULE LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY TABLE 1004.1.2. 100 SF 2 A1d INTERIOR ELEVATIONS E3 ELECTs-iCAL SITE PLAN - DEMOLITION ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. R VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WOK FIRST FOR 12828 SF 129 PERSONS Ala INTERIOR ELEVATIONS E4 ELECT(RICAL LIGHTIrNG PLAN - DF-MOLITiON lf INTERIOR ELEVATIONS E5 ELECT`i .,CAL POUAER r='L.AN - Dt�' O'LITION 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY, BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY klINTERIOR ELEVATIONS 4 Et, ELECTmiCAL SITE r-LAN - NEW UX 2 K EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 Aga CA51NET DETAILS I -I ELECT(woCAL LIGHTING PLAN EAt3T - NEW WOrS THE ARCHITECT OF RECORD. LEVEL (FIRST FLOOR) 129 x 0.2 = 25.8" A113b CA5INET DETAILS 2 Ed ELECTe<iCAL LIGHTIrNG PLAN WEST - NEW 11CIF-d< 14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL 4 3 2 Aga DOOR SCHEDULE / DETAILS E13 ELECT*uCAL LIGHTItvG EiNLAW_-xED PLAN - NEW WOF4< 2 NEW INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR Atb DOOR DETAILS F-10 ELECTowoCAL POtIeR/C�k0 ICATNS PLAN EAST - MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS ALLOW. PROVIDED 4 AIOa WINDOW SCHEDULE /DETAILS USG PERMIT SHALL BE DONE AS PER NFPA-13 2002 EDITION, BY A LICENSED FIRE SPRINKLER MIN. CLEAR DOOR OPENING - 1008.1.1 32" 2 34" AIOb WINDOW DETAILS 4 2 lEI1 ELECTRICAL POWER/COl'`1MLANICATION5 PLAN lt3T -NEW CONTRACTOR WITH SEPARATE PERMIT AND PLANS. AAII MISCELLANEOUS DETAILS WOW-. COMMON PATH OF TRAVEL - 10133 15 FT <75 FT 2 1 E12 ELECTRICAL POWER / HVAC PLAN - EAST 15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL EXIT ACCESS TRAVEL DIST. - TABLE 1015.1 300 FT <300 FT INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MIN. CORRIDOR WIDTH - 1016.2 44" 2 44" AIDI FINISH FLOOR PLAN / SCHEDULES E13 I=LECT*uCAL POUdeR / HVAC PLAN - WedT Q , Q *'}� YM5OL LEGEND MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2002 DEAD END CORRIDOR - 10163 50 FT <50 FT E14 ELECTKiCAL ROOF PLAN - NEW I11G EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. MIN. NUMBER OF EXITS - 1018.1 / 10162 2 6 NI ARCHITECTURAL SPECIFICATIONS 4 E15 ELECTKiCAL AHCA PLAN - PHASE I N2 ARCHITECTURAL SPECIFICATIONS 4 Elb ELECTKiCAL. AHCA PLAN - PHASE 11 16, ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL N3 ARCHITECTURAL SPECIFICATIONS 4 2 Ell ELECTrtiCAL POUR D15TRI15UTION RISER DIAGRAM TIMES. NUMBER AND SIZE OF EXITS DOUBLE ENTRANCE DOORS 66" x 2 132'' 2 EIS FIRE AL-Ardl RISER DIAGRAM AND NUDE CALL I'RI*ER - _ 3'-0" TENANT EXIT DOORS 34" x 1 = 34'' 4'-0" TENANT EXIT DOORS 46" x 2 = 92" DIAGkAM Z241EIS LIGHTING CONTROL DIAGRAM, SCHEDULES AND DETAILS BUILDING SECTION SYMBOL DOUBLE AUTOMATIC ENTRANCE DOORS 88" x I = 88" 4 E20 ELECTFwoCAL PANEL SCHEDULES AiP LOAD �.�y�Q �y� Q CONSTRUCTION NOTES TOTAL EXIT WIDTH 346" AE21 �iCAL E ECALC PANEL SCHEDULES AND LOAD CALCULATIONS INTERIOR FINISHESs E22 ELECTKiCAL ENLARGED POWER / COMM. PLAN - UST 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE FBC - BUILDING, CHAPTER 8 BUSINESS - GROUP B (FULLY SPRINKLERED) E23 ELECTRICAL ENLAi a=D O.R. PLAI-40, DETAILS AND NOTES WALL SECTION SYMBOL WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLASS "B" INTERIOR FINISH RATING INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.5 51.1 STRUCTURAL SPECIFICATIONS IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS B EXIT ACCESS CORRIDORS / EXITWAYS: CLASSC 52.1 FOUNOAT10N PLAN2. 952.3 ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A ROOMS AND ENCLOSED SPACES: CLASS C t32.2 FRAI` IW_*KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR FRAMft.:= / FOUNDATION PLANS - SURFACE BOLTS SHALL NOT BE USED. 52A F0.4NDATICr4 PLAN / SITE WALL DETAIL SYMBOL 3. ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE IS LESS THAN 60 4 53J 5T1RL4CTur-�AL DETAILS 4 532 STR1JCTum.,4L WALL `SECTIONS INCHES ABOVE THE FLOOR AND GLASS BELOW 18" AFF. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER 4 S33 tsTRUCTumAL WALL SECTIONS 1=15C-2406.1 4 53A STR.ICTumAL WALL SECTIONS 4 STRtUCTumoAL WALL SECTIONS 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 60" 535 4 63.6 STRUCTur�AL WALL ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, &ECTIONS 4 S3.'1 ST1s�UCTur+L WALL SECTION$ DETAIL SYMBOL CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE 4 53.6 5TR,4CTurrAL WALL SECTIO448 FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE 4 2 64.1 FOUI4DATI0k DETAILS CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 4 S42 FRAMING DETAILS 4 -,43 FRZAI"11NG DETAILS 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT 4 54.4 FRAJ IWa DETAILS LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET 4 $45 FRAMING DETAILS OIL 0'-0" F.F.E. ELEVATION MARK ACCESSORIES, GRAB BARS, WALL STOPS, ETC_ I8GA. GALV. FLAT METAL MAY BE USED IN TOP OF SLAB LOCATIONS APPROVED BY ARCHITECT. 6. ANY CONCEALED COMBUSTIBLE SPACE IN WHICH BUILDING MATERIALS HAVING A FLAME �\ SPREAD INDEX GREATER THAN CLASS A ARE EXPOSED SHALL BE DRAFTSTOPPED AS FOLLOWS: �/• p PROJECT '/-- INTERIOR ELEVATION MARK ro.l. EVERY EXTERIOR AND INTERIOR WALL AND PARTITION SHALL BE FIRESTOPPED AT �7LIO1- KEYED DRAWING NOTES EACH FLOOR LEVEL, AT THE TOP STORY CEILING LEVEL, AND AT THE LEVEL OF SUPPORT FOR ROOFS 62. EVERY UNOCCUPIED ATTIC SPACE SHALL BE SUB DIVIDED BY DRAFTSTOPS INTO CONSTRUCTION OF A SINGLE STORY EXPANSION OF AN EXISTING OUT AREAS NOT TO EXCEED 3,000 SOFT 63.ANY CONCEALED SPACE BETWEEN THE CEILING AND THE FLOOR OR ABOVE ROOF PATIENT MEDICAL CENTER INCLUDING BUILDING, FULL SITE O DOOR NUMBER SYMBOL SHALL BE DRAFTSTOPPED FOR THE FULL DEPTH OF THE SPACE ALONG THE LINE OF DEVELOPMENT AND UTILITIES. SUPPORT FOR THE FLOOR OR ROOF STRUCTURAL MEMBERS AND, IF NECESSARY, AT OTHER LOCATIONS TO FORM AREAS NOT TO EXCEED 1,000 SOFT FOR ANY SPACE BETWEEN CEILING AND FLOOR, AND 3,000 SQFT FOR ANY SPACE BETWEEN CEILING /� /� PROJECT TEAM MAP LOCATION 1 AP 000 ROOM NUMBER SYMBOL AND ROOF 6.4.01RAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2" THICK GYPSUM BOARD, 15/32" PLYWOOD, OR OTHER APPROVED MATERIALS THAT ARE ADEQUATELY A"'e SUPPORTED O WINDOW SYMBOL 6.5.THE INTEGRITY OF ALL DRAFTSTOPS SHALL BE MAINTAINED ARCHITECT STRUCTURAL I Nang r; CY"'?t' ' Rd OLIVER[ ARCHITECTS MOHAN ENGINEERING 1. ALL RATED PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR TO THE CEILING 32101 U.S. HWY.19 3040 GULF TO BAY BLVD., SUITE 209 _ <c AND BE SECURELY ATTACHED THERETO. WHERE SAID CEILING IS NOT PART OF AN PALM HARBOR, FLORIDA 34684 CLEARWATER, FLORIDA 33159 cc ASSEMBLY HAVING A FIRE RESISTANCE RATING AT LEAST EQUAL TO THAT REQUIRED FOR PHONE: 121. 181. 1525 PHONE: 121. 191. 7505 ' - b " THE PARTITION, THE PARTITION SHALL BE CONSTRUCTED TIGHT AGAINST THE FLOOR OR REVISION THE ROOF DECK ABOVE.' CIVIL;> FIRE PROTECTION / MEDGAS / =� - ,r� _ ,. PLU1"I$II`iC� / MECHANICAL S. PENETRATION OF FIRE RATED WALLS, FLOORS, OR FLOOR/ CEILING ASSEMBLIES FOR HAMILTON ENGINEERING 4 SURVEYING, INC. PROJECT ELECTRICAL, TELEPHONE, PLUMBING, H.v.A.C. DUCTS, COMMUNICATION SYSTEMS OR SIMILAR 311 NORTH NEWPORT AVENUE, SUITE 100 ADVANCED SYSTEMS ENG, IN(-- wa SITE FACILITIES SHALL BE PERMITTED BY NON-COMBUSTIBLE PIPE OR CONDUIT WHEN ALL OPENINGS AROUND THE PIPE OR CONDUIT ARE FIRESTOPPED WITH APPROVED TAMPA, FLORIDA 33606 126VR 01 AUTOMOBILE BLVD. NO., 2ND FL NON-COMBUSTIBLE MATERIALS OR WHEN THE PENETRATION IS PROTECTED WITH A SYSTEM PHONE: 013. 250. 3535 CLEARWATER, FLORIDA 33162 z Ln " " WHICH HAS AN "F" RATING EQUAL TO OR GREATER THAN THE ASSEMBLY IN WHICH THE PN HOE: 121. 540. 9396` a� �3~•nt, Cie PENETRATION OCCURS. SHARE FOOTAG1 5REAKDOUJN LANDSCAPE ARCHITECT , ` "„&` g. WALL AND ROOF/ CEILING ASSEMBLIES NOTED AS U.L., GA. OR OTHER APPROVED TESTING COMPEY DESIGN ASSOCIATES 1666 LANEY DRIVE ELECTRICAL - t: r WALL TYPES AGENCIES ARE CONSIDERED PROPRIETARY. PROPRIETARY ASSEMBLIES MUST BE BUILT PALM HARBOR, FLORIDA 34683 APG ELECTRIC UTILIZING THE COMPONENTS, MEANS, AND METHODS SPECIFIED BY THE TESTING AGENCY. 3 PHONE: 121. 181. 2540 4825 140TH AVENUE NORTH, SUITE K " J CONDITIONED ALAS: CLEARWATER, FLORIDA 33162-3822 _ 10. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS AS SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. EXISTING 55,290 SQFTa, PROPOSED ADDITION 12,525 SQFT PHONE: 121. 530. 0011 W KEY PLAN SECTION SYMBOL 11. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE ACCESSIBILITY TOTAL CONDITIONED AREA 68,118 SQFT CODE FOR BUILDING CONSTRUCTION (2004 EDITION) AND SHALL COMPLY WITH CHAPTER 11 SECTION 430 SIGNAGE. UNCONDITIONED AREAS: SOUTHWEST COVERED ENTRY UNCONDITIONED AREA 1,101 SQFT NORTH COVERED ENTRY UNCONDITIONED AREA 1,614 SQFT r: c.t-cil Lr; EAST COVERED ENTRY UNCONDITIONED AREA 432 SQFT y Aiirakin P,:i - TOTAL UNCONDITIONED AREA 31141 SQFT? TOTAL AREA UNDER ROOF lIA65 8CFT r P, ' M 9 - ' -'+"�2tji Q to an 0tle41t Poi'tic"uF 02010 I�AV3EO it REVISIONS BY AHCA COMMENTS 03, 18. II DC FIRE COMMENTS 3 05. 10. 11 DC 5 ! � J u (_0 o _ M u N r� CD N o o u d E d m � � N o y . E C,1 ti N I %L) Q Q L 00 r o � C o o � Q 00 C t � CU Z J 04 Ln N C O M 0 J :3 cr. O sl V w C) O O V) i LLL Q Wec N -0 L - v�i 'n -C O Q "' L 0 °° t 0- IV 0 LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet T2 (DIoA%CW I TECTUiv4L SITE FLAN SCALE: 1" a 40'-0" NORTH KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS OEXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB - SEE CIVIL DRAWINGS OEXISTING ASPHALT DRIVE / PARKING: - SEE CIVIL DRAWINGS O5 EXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING 10' UTILITY EASEMENT 10 25' LANDSCAPE BUFFER I1 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 12 NEW 5' CONCRETE SIDEWALK (TYP. UN.O.) 13 NEW ASPHALT SURFACE OVER EXISTING ASPHALT - SEE CIVIL FOR EXACT LOCATIONS 14 NEW STANDARD PARKING SPACE V x 20' (TYP.) - SEE CIVIL PLANS 15 NEW H.C. PARKING SPACE 12' x 20' (TYP.) - SEE CIVIL PLANS 16 NEW CONCRETE WHEEL STOP (TYP.) - SEE DETAIL 10/AS3 0 NEW CONCRETE CURB (TYP.) - SEE DETAIL I/A63 18 NEW INTEGRAL CURB AND SIDEWALK WITH DETECTIBLE WARNING SURFACE - SEE DETAIL 6/A63 19 NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM - SEE DETAIL i/A52 AND STRUCTURAL DRAWINGS 20 SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - SEE CIVIL DRAWINGS 21 HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - SEE CIVIL DRAWINGS 22 NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING 23 TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/A53 24 WIDE HATCHED CROSSWALK 25 6'-0" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM 26 LINE OF BUILDING WALL 2l BUILDING STRUCTURAL COLUMN 28 5'-0" WIDE LOADINGS ZONE 29 3"0 SUPPORT POST AT 10'-0" O.C. MAX. 30 EXISTING TREE - SEE LANDSCAPE PLANS 31 H.G. SIGNAGE - SEE DETAIL S/A53 3 32 FIRE LANE - SEE CIVIL DRAWINGS FOR MORE INFORMATION. 33 NEW COMPACT PARKING SPACE 9' x 15'-6" (TYP.) - SEE CIVIL PLANS GENEQA NOTES I. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x 6, 4 W1.4 x WI.4 W.W.F. UNLESS OTHERWISE NOTED. 2. SEE ELCTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. MTrojectsTrojects 2009\0945 - FMC - ZH ASC ExpanSion\CDAREV.04\Ardiitectwal\AS1 - SITE.dwg, 8/5/2011 11:03:53 AM, DC ___7_ 11 I � Il T is I STONE PEBBLES IN TREE WELL. TYPICAL TRI=E Cx=AM DETAIL 101 I PAVEMENT SURFACE —7 SEE FLOOR 4" THICK CONCRETE ' SIDEWALK WITH (ox(o WI.4xWI.4 W.W.F. - LIGHT BROOM FINISH 1.15% MAX. SLOPE \N /� 1 1/2" ISOLATION JOINT �\ 6 04 - REBAR CONT. NOTE: APPLY DETECTABLE WARNING SURFACE AS SHOWN IN PLANS AS REQUIRED PAVEMENT SURFACE 7 OTYPICAL SIDEWALK SLOPE DETAILS O ENLA D SITE PLAN SCALE: 3/4" = I'-0" SCALE: I" = 20'-0" (o'-0" TALL CHAIN LINK FENCE - EMBED INTO CONC. 6" MIN. /- APPROXIMATE GRADE CONT. 12" KNOCKOUT BLOCK - SEE STRUCTURAL DRAWINGS — REINFORCED 12" SPLIT FACE C.M.U. WALL SYSTEM - SEE STRUCTURAL DRAWINGS NOTE: CONTRAC=CONDITIONS FY ALL EXISTING PRIORTO CONSTRETAINING WALL HEIG APPROXIMATE GRADE CONT. CONCRETE CURB - SEE SITE PLANS ASPHALT PAVING - SEE SITE PLANS Lu V J J Q FILTER FABRIC AS NOTE: REQUIRED � CONTRACTOR TO FIELD VERIFY ALL EXISTING GRADE CONDITIONS PRIOR uuj TO CONSTRUCTION - MODIFY RETAINING N WALL HEIGHTS AS REQUIRED N APPLY DAMP PROOFING SITS W /�� L ELEVATION _l MEMBRANE AS REQUIRED SCALE: I" x 20'-0" z Lu FOUNDATION SYSTEM -SIZE Q 22'-01, 22'-0" AND REINFORCING VERY 3 ,, BASED ON WALL HEIGHT - SEE STRUCTURAL DRAWINGS ° ' �. a j \• \ a OSITE WALL SECTION SCALE: 3/4" = 1'-0" OSITM WALL ELEVATION SCALE: I" = 20'-0" /./_ 1 110f._Qli l NOTE: CONTRACTOR TO FIELD VERIFY ALL EXISTING GRADE CONDITIONS PRIOR TO CONSTRUCTION -MODIFY RETAINING WALL HEIGHTS AS REQUIRED O SITE WALL ELEVATION SCALE: I" = 20'-0" (+/-) 232'-(o" 0 KEYED NOTES OI PROPERTY LINE - SEE CIVIL DRAWINGS O2 EXISTING CONCRETE SIDEWALK - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB - SEE CIVIL DRAWINGS OEXISTING ASPHALT DRIVE / PARKING - SEE CIVIL DRAWINGS OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING 10' UTILITY EASEMENT 10 25' LANDSCAPE BUFFER II NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 12 NEW 5' CONCRETE SIDEWALK (TYP. U.N.O.) 13 NEW ASPHALT SURFACE OVER EXISTING ASPHALT - SEE CIVIL FOR EXACT LOCATIONS 14 NEW STANDARD PARKING SPACE' x 20' (TYPJ - SEE CIVIL PLANS 15 NEW H.C. PARKING SPACE 12' x 20' (TYP.) - SEE CIVIL PLANS 16 NEW CONCRETE WHEEL STOP (TYP.) - SEE DETAIL IO/A83 0 NEW CONCRETE CURB (TYP.) - SEE DETAIL I/A53 IS NEW INTEGRAL CURB AND SIDEWALK WITH DETECTIBLE WARNING SURFACE - SEE DETAIL (o/A53 19 NEW 12" SPLIT FACE MASONRY RETAINING WALL SYSTEM - SEE DETAIL i/A52 AND STRUCTURAL DRAWINGS 20 SHADED AREA REPRESENTS AREA OF NEW ASPHALT PAVEMENT - SEE CIVIL DRAWINGS 21 HATCHED AREA REPRESENTS AREA OF NEW POROUS CONCRETE - SEE CIVIL DRAWINGS 22 NEW PRE-ENGINEERED / PRE -FABRICATED ALUMINUM CANOPY SYSTEM TO COVER CONCRETE SIDEWALK AND PARKING 23 TYPICAL 5' x 5' GRID PATTERN IN CONCRETE TO BE FORMED USING HAND TOOLED CONTROL JOINTS IN SIDEWALK - SEE DETAIL 2/A53 24 5'-0" WIDE HATCHED CROSSWALK 25 6'-O" TALL CHAIN LINK FENCE ATOP RETAINING WALL SYSTEM 26 LINE OF BUILDING WALL 27 BUILDING STRUCTURAL COLUMN 28 5'-0" WIDE LOADING ZONE 2S 3"0 SUPPORT POST AT 10'-0" O.G. MAX. 30 EXISTING TREE - SEE LANDSCAPE PLANS 31 H.C. SIGNAGE - SEE DETAIL S/AS3 3 32 FIRE LANE -SEE CIVIL DRAWINGS FOR MORE INFORMATION. , 33 NEW COMPACT PARKING SPACE 9' x 15'-6" (TYPJ - SEE CIVIL PLANS CAN %4L NOTES 1. ALL NEW CONCRETE WALKS SHALL BE MINIMUM 4" CONCRETE WITH 6 x (o, 4 W1.4 x W1.4 W.W.F. UNLESS OTHERWISE NOTED. 2. SEE ELCTRICAL DRAWINGS FOR ALL SITE LIGHTING AND ELECTRICAL SERVICES. 3. REFER TO CIVIL PLANS FOR ALL SIDEWALK / PARKING LOCATIONS AND DIMENSIONS. 4. REFER TO LANDSCAPE DRAWINGS FOR ALL IRRIGATION AND LANDSCAPE LOCATIONS. H:\Projects\Projects2009\0945-FMC-Zlf ASC ExpansionACD\REV.04VArchitecturalVAS2 & AS3 -SITE DETAILS.dwg, 8/5/2011 11:03:43 AM, DC i -0 BLUE BACKGROUND r WHITE 8 BORDER SYMBOL RADIUS BOTH SIDES 3" PAVEMENT DIMENSIONS FINISH GRADE7\ ' i REFER TO THIS POINT FOOT SIGN 4" THICK CONCRETE . . ..... .... \ I.D. NO. SIDEWALK WITH 6x(o PARKING BY I" SERIES "C" FTP - 20-04 WIAxWIA W.W.F. - LIGHT \ a PAVEMENT ELEVATIONS WHITE LETTERS REFER TO THIS POINT BACKGROUND BROOM FINISH �, 3" ROUND EDGE a a DISABLE AVERIFY MOUNTFWfTH LOCAL INEBLACK PERMIT BORDER V" \' PAVEMENT SURFACE JURISDICTION ONLY LETTERS = a M RAISED STUCCO DOMED CONCRETE CAP BAND 15 \ \ WHITE \ \' \\ " n " PAVEMENT SURFACE _..:/ a SLOPE STUCCO FROM I SERIES C FOOT SIGN BACKGROUND $ xxx FINE \ -- ' iv CENTER I" I.D. NO. \ a _ F.S. 318.14 1" SERIES "C" FTP - 22-04 \ I \ z] BLACK _._. • 1 \v \ VA BORDER « - / / a 4 REBAR CONT. a SURFACE _......._° LETTERS y , KO. BLOCK WITH ll) «5 \ H AS SPECIFIED 4"0 STEEL PIPE BOLLARD \\ , \ -.._ FILLED WITH CONCRETE - EQUAL d) EQUAL CONTINUOUSi'\ « PAINT GLOSS WHITE \ \ 2- 4 BARS CONTINUOUS SIGN POST CENTERED s TOP t BOTTOM ON PARKING SPACE a . 05 VERTICAL BARS AT 24" i'� ......... ... `'�ALL CURBING TO BE 3000 O.G. IN GROUT FILLED CELL I \ P.S.I. 26 DAY P.G.G. -PROVIDE EXPANSION JOINTS AT 20' O.C. PAVEMENT SURFACE fA CAO 5/8" SMOOTH SAND FLOAT \ FINISH STUCCO z SEE CIVIL ENGINEERING SITE u1 NOTE: HC SIGN DETAIL/ REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTION PLANS FOR GRADES AND w SMOOTH STRUCK PAINTED AT SLOPES. INSIDE FACE OF WALL. 9 TYPICAL W.C. SIGN. DETAIL 5 TYPICAL CONCRETE CURB DETAIL(DTYPICAL CURD DETAIL ,fit W.C. CLEAR ZONE F _� SCALE: 1 1/2" = I'-0" SCALE: I I/2" I'-0" SCALE: I I/2" = I'-0" '' 8" CMU WITH HORIZONTAL ~ JOINT REINF. AT 1'-4" O.C. 05 VERTICAL BARS 05 AT 24" Q 4 a A O.G. LAP WITH WALL STEEL 2'-0" SQUARE OR ROUND �D (V 30" MIN. PROVIDE 3'-0" DEEP CONCRETE FOOTING -1 m 2 -0 MIN. TO E.O.P. ° < (2) •4 BARS THRU DETECTABLE WARNING SURFACE \ ,\ °a , t' 6" THICK 3000 PSI. CONC. WHEELSTOP AND AS SHOWN ON PLANS - SEE 8 4 THICK CONCRETE DETAIL 12/AS3 \ m 1EW2.9 W.W.F. H SEE STRUCTURAL PAVEMENT MIN IS" LONG - ON CONCRETE TROWELED JOINT PICTURE 0 PAVEMENT USE EPDXY SIDEWALK WITH 6x6 3 FRAME EDGES - SEE PLAN ° a ° ' / 6'-0" LONG PRECAST BONDING AGENT WI.4xWl.4 W.WF. FOR LAYOUT /PATTERN ,t'\\ CONCRETE WHEELSTOP a PAVEMENT SLOPE - _a _ a 7 m 1/4" PER` FT. MAX. 4" THICK CONCRETE \\ \ _ PARKING SURFACE AS _ ....... SIDEWALK WITH 6x6 \' \ �/� \ E.O.P. \4 SPECIFIED _ a r W1.4xWIA W.W.F.- LIGHT a ! \\ \ a \ \ BROOM FINISH \\ \\ \ y/ - - ° a — — — — — — ,r \ / (2) «5 CONT. N THICKENED 0\ \ . EDGE SLAB zi a BASE AS SPECIFIED ro 4 18 TYPICAL PIPE 15OLL4RD DETAIL 14 TYPICAL. DU IFSTEER ENCLOSURE WALL SECTION 10 TYPICAL WHEELSTOP DETAIL ,� TYPICAL INTEGRAL CURB t SIDEWALK DETAIL z TYPICAL TROWELED JOINT DETAIL. SCALE: 1/4" = I'-0" SCALE: 3/4" = I'-0" SCALE: 1 1/2" = I'-0" O SCALE: 1 1/2" = 1'-0" O SCALE: 1 1/2" = I'-0" 0 0 0 24'-0" le 1 I BOLLARD ■ _a DUMPSTER (BY — —� :. . -�.-- —•� — _. — —•.. OTHERS)`. � �••• �• ` `: � �' .. :•. L..•• � :: � :. � � .. 14 • � �: AS3 • 93 8" C.M.U. WALL WITH 05 I : : 1 I . AT 24" O.C. MAX. IN O . •. GROUT FILLED CELL �}" 6" CONCRETE SLAB LIGHT BROOM FINISH - O� OO.. FENCE POST U w CHAIN LINK GATE SYSTEM Lu DROP PIN HOLE Q (TYP.) - ..' .. . . • •. . ' • ••'. .. O �----------- ---------------------------------------- THICKENED EDGE SLAB LATCH HARDWARE NOTE: DUMPSTER DETAILS/REQUIREMENTS SHALL COMPLY WITH LOCAL JURISDICTIONS LINE OF SIDEWALK RAMP / CURB - SEE PLANS W 1G)lPARKING STRIPS DETAIL OTYPICAL W.C. / STANDARD PARKING DETAIL SCALE: 3" = 1'-0" SCALE: 1 1/2" = I'-0" /Ole ' 3/411 - 211 APPLIED MAT LINE OF SIDEWALK RAMP / CURB - SEE PLANS ----\ 81 TYPICAL DU" IPSTER ENCLOSURE DETAIL 12 DETECTABLE W ARNINC� SLIW ACE DETAIL O TYPICAL H.C. / STANDARD P�RKINC DETAIL SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0" SCALE: 1 1/2" = I'-0" VERIFY WITH SITE VERIFY WITH SITE H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\AS2 & AS3 - SITE DETAILS.dwg, 8/5/2011 11:03:37 AM, DC —err— Gar-------- 0 0 0 GENERAL NOTES 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMO 4. SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMO 5. SEE PLUMBING DRAWINGS FOR PLUMBING DEMO 6. SEE FIRE PROTECTION DRAWINGS FOR FIRE PROTECTION DEMO 1. SEE STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF ANY STRUCTURAL SYSTEMS S. SEE CIVIL DRAWINGS FOR ADDITIONAL CIVIL DEMO r 0 30 o a 0 a 0 01�R�4LL DMoL ITIoN SIB PLAN SCALE: I" = 40'-0" KEYED NOTES OPROPERTY LINE - SEE CIVIL DRAWINGS 0 EXISTING CONCRETE SIDEWALK TO REMAIN - SEE CIVIL DRAWINGS OEXISTING CONCRETE CURB TO REMAIN - SEE CIVIL DRAWINGS OEXISTING WALL MOUNTED MECHANICAL UNIT TO BE REMOVED OEXISTING RETAINING WALL - SEE CIVIL DRAWINGS OEXISTING LANDSCAPE AREA - SEE LANDSCAPE PLANS OEXISTING ASPHALT PARKING / DRIVE AREA OEXISTING STRUCTURAL COLUMN OEXISTING CABINETRY / SHELVING 10 EXISTING PLUMBING FIXTURE II EXISTING EYE WASH TO BE REMOVED 12 EXISTING VACUUM PUMP TO BE REMOVED 13 EXISTING CONDUIT TO BE REMOVED / RELOCATED AS REQUIRED - FIELD VERIFY 14 EXISTING TRAILER TO BE REMOVED IN ITS ENTIRETY INCLUDING ALL UTILITIES 15 EXISTING PIPE BOLLARD TO BE REMOVED AS REQUIRED I6 HATCHED AREA REPRESENTS EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR MORE INFORMATION 11 EXISTING CONCRETE CURB TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN IS EXISTING PORTION OF RETAINING WALL TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 19 HATCHED AREA REPRESENTS EXISTING PORTION OF ASPHALT PAVEMENT TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN 20 EXISTING STRUCTURAL COLUMN TO BE REMOVED 21 EXISTING CABINETRY / SHELVING TO BE REMOVED 22 EXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 23 EXISTING FLOOR DRAIN TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING 24 EXISTING APPLIANCE / EQUIPMENT TO BE REMOVED 25 EXISTING WATER HEATER TO BE REMOVED - SEE PLUMBING 26 EXISTING CHAIN LINK FENCE TO BE REMOVED 21 EXISTING GENERATOR 28 PORTION OF EXISTING WALL TO BE REMOVED TO RECEIVE NEW DOOR SYSTEM - SEE PROPOSED FLOOR PLAN. 29 EXISTING LANDSCAPE / IRRIGATION TO BE REMOVED AS REQUIRED - SEE ARCHITECTURAL SITE PLAN AND CIVIL PLANS FOR ADDITIONAL INFORMATION 30 CUT AND FILL EXISTING GRADES AS REQUIRED PER PARKING LOT EXPANSION - SEE CIVIL PLANS 3I EXISTING AWNING / ROOF SYSTEM TO BE REMOVED 32 NO WORK THIS AREA 33 REMOVE ALL FLOOR FINISHES AND BASE THIS AREA 34 REMOVE ALL CEILING SYSTEMS THIS AREA 35 REFER TO STRUCTURAL DRAWINGS PRIOR TO REMOVAL OF STRUCTURAL ELEMENTS 36 PROVIDE A FIRE RATED POLYETHYLENE TEMPORARY BARRIER AS REQUIRED AS TO SEAL OFF AND SEPARATE AREA OF PROPOSED WORK FROM EXISTING UNAFFECTED AREAS. CONTRACTOR SHALL PERFORM THIS WORK AFTER HOURS OF EXISTING FACILITY REVISIONS BY VE / OUNER CNGS 4 01. 25. II DC E 0 v� U u � 00 co v � � 2 E F N in ro , C a N O Q0 CD of cfl U , Q � N N o m p � to r` r N ti N \ 1 � M _ L) Q Q 00 N O OO O Q d Q. Q� i U_ Z_ v J 04 0 •N U v M � � M ° J v- a Q N v w U -° U a) 0 Q Ld v m N Lr) t 0 Q M L 0 o ()0t L.r� a CL W a� IV O J LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet D 1 a H`.\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\DOla - SITE DEMO.dwg, 8/5/2011 11:03:26 AM, DC EE] 1i :1 �_ I ICI IEIE--UE 0 0 L — — J 0 0 ..:., ..._ .. . . L--------T— I I I I I I I I I I I I I I I I I I I I I I I I -------------- -- / I IL ,77177 ® 210 LF. TO ENTRY EXIT ♦ — — — — — — — — — 1- — — — — — — — — — — — — — — — — — — — — — — -------- ----------- -------- ----------------------------------� ° I � I � I 1 I� I I � I o � _ I I ISTI I PIEI I � I I I I 0 I, L—® III r--------11 L---------- OLIFE SAFETY PLAN - PHASE I SCALE: 3/32" = I'-0" lel I® I � I I LIFE SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FE FIRE EXTINGUISHER - WALL MOUNTED ®� ® EXIT LIGHTS EMERGENCY LIGHT FIXTURE. Q MANUAL FIRE ALARM PULL STATION ©° HORN/FLASHING LIGHT COMBINATION Q STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/411. ----------- ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/AII, TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. 3 ❑K KNOX BOX MOUNTED AT 60" LIFE SAFETY NOTES KEY PLAN REVISIONS BY FIRE COMMENTS 3 05, 10. II DC VE / OILIER CWG5 4 01. 25. II DC Viz£ r U U a M @) O � N I A E C 0 N C1. i o m o CD U - lie d E 70 max,.,• Q rn aC\1 3 ti 0 �^ N U ti ti C\1 o� r CV t- 3 U- AI a N t O In O O V" O a U Z_ c J � 0 'V) U o : M v J Cr a Q N 0 x Ld U •L 0 vu L l rL Q W o m N Lr) _ 0 Q M r � 00- 0 00 t L. _ M �- CL a� N 0 LL- Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZR Job: 09-45 Sheet LS 1 HAProjects\Projects 2009\0945 - FMC - ZH ASC Expairsion\CDIREV.04\Architectural\LS( & 2 - OVERALL LIFE SAFETY.dwg, 8/5/2011 11:03:07 AM, DC W Luz-=- i - - - - - - - - - - - - - - - - - - - - - - - - - o I I r2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I OLIFE S,4F.E.TY PLAN - PHASE 2 SCALE: 3/32" = V-0" E: LIFE SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FE FIRE EXTINGUISHER - WALL MOUNTED ® ® ® j EXIT LIGHTS •E•F EMERGENCY LIGHT FIXTURE. Q MANUAL FIRE ALARM PULL STATION Z° <3-� HORN/FLASHING LIGHT COMBINATION ©° STROBE I ONE I-4OUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/All, ___________ ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND 15 CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/All. TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING: OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION, 3 QK KNOX BOX MOUNTED AT (60" LIFE SAFETY NOTES KEY PLAN HAProjects\Projects 2009\0945 - FN1C - ZH ASC Expans ion\CD\REV.04\Architecturat\LSI & 2 - OVERALL LIFE SAFETY.dwg, 8/5/2011 11:03:00 AM, DC 0 LIFE SAFETY PLAN - FINAL SCALE: 3/32" = V-0" L IFE SAFETY LEGEND FIRE EXTINGUISHER - IN CABINET FE FIRE EXTINGUISHER - WALL MOUNTED ®� ®� EXIT LIGHTS I I I I EMERGENCY LIGHT FIXTURE. 0 MANUAL FIRE ALARM PULL STATION 0 HORN/FLASHING LIGHT COMBINATION 0 STROBE ONE HOUR FIRE PARTITION THIS SYMBOL INDICATES ONE HOUR FIRE RATED PARTITIONS. SEE DETAIL 4/AII. ----------- ONE HOUR RATED FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES ONE HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. SEE DETAIL 2/All. i. TWO HOUR FIRE / SMOKE COMPARTMENT WALL THIS SYMBOL INDICATES TWO HOUR FIRE RATED SMOKE PARTITIONS. THIS WALL MAY BE BEARING OR NON -BEARING AND IS CONSTRUCTED OF WALL TYPES INDICATED ON THE PLANS. THIS PARTITION SHALL BE CONSTRUCTED CONTINUOUS FROM THE FLOOR SLAB TO UNDERSIDE OF FLOOR OR ROOF DECK ABOVE AND FROM OUTSIDE FACE OF EXTERIOR WALL. ALL OPENINGS IN THESE PARTITIONS SHALL BE FILLED WITH APPROVED NON-COMBUSTIBLE MATERIALS RESISTANT TO THE PASSAGE OF SMOKE PER APPROVED DETAILS. THIS PARTITION TYPE SHALL BE CONSIDERED AS A PRIORITY WALL, UNINTERRUPTED BY ANY OTHER PARTITION. 3 0 KNOX BOX MOUNTED AT 60" LIFE SAFETY NOTES KEY PLAN REVISIONS BY A ,41-ICA COMMENTS 03. IS. 11 DC FIRE COMMENTS 05. 10. 11 DC 3 C vE / OWNER CWG5 01. 25. 11 DC E U U ro 00 a' raj @) U D o, vy Y E 'z _/. N _ a N i o Q0 0 2 ti Cu o CN ti AII � 7 00 r_ 1 s wU� 9 W . Qaf�� VJu y FBI N I O 0 .0 0 � � O ,t U_ Z J N O_ It N Lo •0 M � � M 0 J :3 a Q 0 0 x N Lu U_ �- •L 0 Q W 0 m :2 C/ (AO Q M L. O 0 ()0 s L. M a C N N 0 J LL. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: AZP Job: 09-45 Sheet LS3 RTrojectsTrojects 2009\0945 - FMC - ZH ASC Ezpatisio"\CD\REV.04\Architectural\LS3 -LIFE SAFETY.dwg, 8/5/2011 11:02:44 AM, DC i UJALL LEGEND EXISTING DOOR SYSTEM ® EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING ONE HOUR FIRE / SMOKE PARTITION — — — EXISTING SMOKE PARTITION — — — — EXISTING MASONRY WALL SYSTEM TYP NEW DOOR SYSTEM -REFER TO DOOR SCHEDULE U ® NEW WINDOW SYSTEM - REFER TO WINDOW SCHEDULE NEW METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AII NEW METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/All — — — NEW ONE (1) HOUR RATED FIRE PARTITION - REFER TO TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/All — — — NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION — — — — NEW FIRE/SMOKE PARTITION - REFER TO TYPICAL FIRE/SMOKE PARTITION DETAIL 2/All NEW C U. AL 8 TIE ( E T CT RA ) - REFER TO WALL TYPES ON SHEET All SEE SHEET All FOR WALL TYPE DETAILS PULL SIDE CLEAR FLOOR 9 SPACE FRONT APtPfROCH NOTE: X = 36" MIN. IF YI = 60" X = 42" MIN. IF YI = 54" PULL SIDE CLEAR FLOOR SPACE PUSH SIDE NOTE: Y2 = 42" MIN. Y2 = 46" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH HINGE SIDE APPROCH PUSH SIDE NOTE: Y2 a 48" MIN. IF THE DOOR HAS A CLOSER LATCH SIDE AFFROCH OTYP. DOOR CLEARANCES SCALE: 3/Iro" = I'-0" KEYED NOTES (cont.) KEYED NOTES 10 VENDING MACHINE - BY OWNER O EXISTING STRUCTURAL COLUMN 11 LINE OF ROOF ABOVE O EXISTING CABINETRY / SHELVING 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING O EXISTING PLUMBING FIXTURE 13 EXISTING CHASE - VERIFY O NOW WORK THIS AREA 14 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE O EXISTING PARKING - SEE ARCHITECTURAL SITE PLAN GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK O EXISTING (1) HOUR FIRE / SMOKE PARTITION 15 NEW STRUCTURAL COLUMN O EXISTING SMOKE PARTITION 16 NEW METAL STUD FRAMED BOX -OUT O NEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR O NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS NEW PAINT G NEW SCOPE WASHER - BY OWNER BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS 18 NEW SCOPE WASHER - BY OWNER 10 II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS 19 SOILED LINEN HAMPER - BY OWNER 12 NEW WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS 80 STRETCHER ALCOVE 131 NEW FIXED SHELVING - SEE DETAIL I/A9a 2 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS 14 NEW REFRIGERATOR - BY OWNER !02 CRASH RAIL, SGR-48N, BY CONSTRUCTION SPECIALTIESNEW U.C. REFRIGERATOR - BY OWNER CLINICAL SINK - SEE PLUMBING I 3 16 NEW COPIER - BY OWNER 44 PROVIDE AND MOUNT KNOX BOX AT 60" A.F.F. l NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS 85 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. SYMBOL TO BE RED. MOUNT SYMBOL AT 54" AFF. IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS DIBTANCE,�BETWEBN SYMBOLS NOT TO EXCEED 100' p /� Q 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS GENE jA NO �7 0NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.O.N. 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4)) 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS LIKE NEW - REPLACE IF REQUIRED 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 4, GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY 25 PASS TI-IRU CABINET - BY OWNER WALLS 26 NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 21 NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS 6. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS 28 NEW FIRE EXTINGUISHER - SEE DETAIL 3/All AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 29 NEW ABOVE COUNTER ICE MACHINE -SEE PLUMBING DRAWINGS 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO 30 NEW X-RAY BOX -SEE ELECTRICAL DRAWINGS RECEIVE NEW PROPOSED FLOOR FINISHES 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS 8. VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS 32 BED PAN WASH - THIS WATER CLOSET REQUIRED. 33 SHOWER S. SEE DETAILS SHEET Ala FOR TYPICAL DOOR CLEARANCES. 34 NEW TREE GRATE - SEE DETAIL 5/A52 10. ALL GWB ON WALLS TO BE 5/8 35 NEW CONCRETE WHEELSTOP -SEE DETAIL 10/AS3 11, SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/AS3 LENOXLOCKER MALE CHANGING - 6KY5LUE(M231, FEMALE CHANGING - MOSS(I1228) 31 NEW H.C. PARKING SPACE - SEE DETAIL 1/AS3 OR 8/AS3 38 NEW BLANKET WARMER - BY OWNER ' 39 NEW CRASH CART - BY OWNER — 40 NEW PATIENT BED - BY OWNER NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS / is 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS ( J J NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH ' CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM -SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. I 44 EXISTING PATIENT BED NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS NEW LOCKER SYSTEM - SEE GENERAL NOTE "11 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE NEW 6'-0" TALL CHAIN LINK FENCE ENCLOSURE NEW GENERATOR - SEE ELECTRICAL DRAWINGS Exlr access coRRlooR ', i� 50 NEW OXYGEN TANK - SEE MED GAS DRAWINGS / 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS x x lj ExELECIsr IROOM j 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS . RI I , 13 x j j 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS N------- �� — / ./A / 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED - ® — — x ' ' 55 NEW SHELVING - BY OWNER x� 56 NEW DISHWASHER xPANOEo x / 51 STERILIZERS BY OWNER 'ECOVERY /' / , 9 x 58 WASHER BY OWNER I n STAINLESS STEEL UNIT BY OWNER 17 u I I x j i NEPTUNE DUCKING STATION BY OWNER II � II i x 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER 21 x x x 11" - j 62 H.C. SIGNAGE - SEE DETAIL 9/AS3 x x II 63// O PROVIDE 5/ " GWB OVER I x 3 P.T. FURRING AS REQUIR ED J ® EXISTING 6TOR, �I rcR. 64 NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS R 65 PAIR 4'-0" WIDE x 6'-0" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED 66 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR II.- / TO NEW WALL CONSTRUCTION CONSULT I I �': /,"; 61 5'-0" WIDE PASSENGER LOADING ZONE 95 A5 ' /' j / 68 WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/A10b A5 i coNsuLr / ----- — 69 BOTTLED WATER COOLER - BY OWNER rem r _ \/ I J F� X - - I KEY PLAN OOVERALL FLOOR PLAN SCALE: 3/32" = I'-0" me •o H:AProjects\Projects 2009\0945 - FMC - ZH AS Expansion\CDAREV.04VArchllecturaMOIa-FLPL.dwg, 8/5/2011 11:02:25 AM, DC \x IXI III IXI x I x I Ixl I x I x KEYED NOTES (cont.) i0 VENDING MACHINE - BY OWNER ll LINE OF ROOF ABOVE 0 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING 0 EXISTING CHASE - VERIFY l4 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK GNEW STRUCTURAL COLUMN 9 NEW METAL STUD FRAMED BOX -OUT DPATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR NEW PAINT �8 NEW SCOPE WASHER - BY OWNER i9 SOILED LINEN HAMPER - BY OWNER 80 STRETCHER ALCOVE 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS SH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES O!ZCRA LINICAL SINK -SEE PLUMBING I 3 84 PROVIDE AND MOUNT KNOX BOX AT 60" A.FF. 85 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.02 T. SYMBOL TO BE RED. MOUNT SYMBOL AT 54" AFF. DISTANCE BETWEEN SYMBOLS NOT TO EXCEED 100' _ C ENEi AL NOTES I. REFER TO SHEET Alc FOR GENERAL NOTES AND WALL LEGEND olENLARGED I-AARTIAL FLOOR FLAN SCALE: 1/8" = I'-0" KEYED NOTES Ol EXISTING STRUCTURAL COLUMN OEXISTING CABINETRY / SHELVING O3 EXISTING PLUMBING FIXTURE ONOW WORK THIS AREA OEXISTING PARKING - SEE ARCHITECTURAL SITE PLAN OEXISTING (1) HOUR FIRE / SMOKE PARTITION OEXISTING SMOKE PARTITION ONEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS 0 NEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 10 NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS V13N'ELUW'J WALL MOUNTED UPPER CABINE-SEE INTERIOR ELEVATIONS FIXED SHELVING - SEE=DETAILTl5/Aaa 2 14 NEW REFRIGERATOR - BY OWNER 15 NEW U.C. REFRIGERATOR - BY OWNER 16 NEW COPIER - BY OWNER li NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 24 NEW CONCRETE CURB - SEE DETAIL I/AS3 25 PASS THRU CABINET - BY OWNER 26 NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS 0 NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS 28 NEW FIRE EXTINGUISHER - SEE DETAIL 3/All 29 NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS 32 BED PAN WASH - THIS WATER CLOSET 33 SHOWER 34 NEW TREE GRATE - SEE DETAIL 5/AS2 35 NEW CONCRETE WHEELSTOP - SEE DETAIL 10/A63 36 NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/AS3 3"I NEW N.G. PARKING SPACE - SEE DETAIL 7/463 OR 8/483 38 NEW BLANKET WARMER - BY OWNER 39 NEW CRASH CART - BY OWNER 40 NEW PATIENT BED - BY OWNER 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS 43 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. 44 EXISTING PATIENT BED 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE 011 0 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE 48 NEW 6'-0" TALL CHAIN LINK FENCE ENCLOSURE 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 50 NEW OXYGEN TANK - SEE MED GAS DRAWINGS 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED 55 NEW SHELVING - BY OWNER 56 NEW DISHWASHER 5D STERILIZERS BY OWNER 58 WASHER BY OWNER 59 STAINLESS STEEL UNIT BY OWNER eNEPTUNE DUCKING STATION BY OWNER 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER 62 H.C. SIGNAGE - SEE DETAIL 9/A83 63 PROVIDE 5/8" GWB OVER I x 3 P.T. FURRING AS REQUIRED 64 NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS 65 PAIR 4'-0" WIDE x 6'-0" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED 66 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION 0 5'-0" WIDE PASSENGER LOADING ZONE 68 WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/A10b 69 BOTTLED WATER COOLER - BY OWNER KEY P1.�41�1 H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturalWOlb - ENLARGED FLPL.dwg, 8/5/2011 11:02:03 AM, DC KEYED NOTES (cont.) 10 VENDING MACHINE - BY OWNER 11 LINE OF ROOF ABOVE 12 INFILL EXISTING OPENING - MATCH AND ALIGN WITH EXISTING 13 EXISTING CHASE - VERIFY 14 PROVIDE 4" x 4" WHITE GLAZED CERAMIC WALL TILE WITH WHITE GROUT OVER DUROCK CEMENT BACKER BOARD AT ENTIRE LIMITS OF MOP SINK TO 4'-0" ABOVE TOP OF SINK 15 NEW STRUCTURAL COLUMN 16 NEW METAL STUD FRAMED BOX -OUT 11 PATCH AND REPAIR EXISTING WALLS THIS AREA TO PREPARE FOR NEW PAINT 18 NEW SCOPE WASHER - BY OWNER 19 SOILED LINEN HAMPER - BY OWNER 80 STRETCHER ALCOVE 81 WOOD VENEER PANELS - SEE INTERIOR ELEVATIONS 82 CRASH RAIL, SCR-48N, BY CONSTRUCTION SPECIALTIES 83 CLINICAL SINK - SEE PLUMBING 1 3 84 PROVIDE AND MOUNT KNOX BOX AT 60" AFF. 85 APPROVED "LIGHT FRAME ROOF" SYMBOL PER FL STATUTE 633.021. SYMBOL TO BE RED. MOUNT SYMBOL AT 54" AFF. DISTANCE .BETWEEN SYMBOLS NOT TO EXCEED 100' , WALL LEGEND EXISTING DOOR SYSTEM EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING ONE HOUR FIRE / SMOKE PARTITION EXISTING SMOKE PARTITION EXISTING MASONRY WALL SYSTEM NEW DOOR SYSTEM - REFER TO DOOR SCHEDULE NEW WINDOW SYSTEM - REFER TO WINDOW SCHEDULE NEW METAL STUD PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AII NEW METAL STUD SOUND INSULATED PARTITION - REFER TO TYPICAL NON -RATED WALL PARTITION DETAIL I/AII NEW ONE (1) HOUR RATED FIRE PARTITION - REFER TO TYPICAL ONE -HOUR RATED FIRE PARTITION DETAIL 4/411 NEW TWO (2) HOUR RATED FIRE / SMOKE PARTITION - REFER TO TYPICAL TWO-HOUR RATED FIRE PARTITION WALL TYPES ON SHEET All SEE SHEET All FOR WALL TYPE DETAILS C ENE AL NOTES I. ALL INTERIOR WALLS ARE NOMINAL 4" METAL STUDS U.ON, 2. ALL NEW G.W.B. TO MATCH EXISTING FINISH (LEVEL FOUR (4) ) 3. PATCH AND REPAIR ALL EXISTING G.W.B. AS REQUIRED TO LOOK LIKE NEW - REPLACE IF REQUIRED 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS DONE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK ro. GENERAL CONTRACTOR TO PROVIDE WOOD BLOCKING IN WALLS AS REQUIRED FOR NEW CABINETRY, ACCESSORIES, ETC. 1. PATCH, REPAIR AND/OR PROVIDE FLOAT OVER LAY OF THE EXISTING CONCRETE SLAB AS REQUIRED AND PREPARE TO RECEIVE NEW PROPOSED FLOOR FINISHES 8. VERIFY WORKING CONDITION OF ALL EXISTING CABINETRY AND PLUMBING FIXTURES TO REMAIN. CLEAN, PATCH AND REPAIR AS REQUIRED. g. SEE DETAILS SHEET Ala FOR TYPICAL DOOR CLEARANCES. 10. ALL GWB ON WALLS TO BE 5/8" 11, SOLID PLASTIC, DOUBLE TIER LOCKERS BY LENOX, MODEL - LENOXLOCKER MALE CHANGING - 5KY5LUE(M231, FEMALE CHANGING - MOS6(M228) 0 ENLARGED PARTIAL FLOOR PLAN SCALE: 1/8" = I'-0" KEYED NOTES OEXISTING STRUCTURAL COLUMN O2 EXISTING CABINETRY / SHELVING O3 EXISTING PLUMBING FIXTURE ONOW WORK THIS AREA OEXISTING PARKING - SEE ARCHITECTURAL SITE PLAN OEXISTING (1) HOUR FIRE / SMOKE PARTITION OEXISTING SMOKE PARTITION ONEW STEEL COLUMN - SEE STRUCTURAL DRAWINGS ONEW STAINLESS STEEL SINK - SEE PLUMBING DRAWINGS 10 NEW BASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS II NEW BUILT-IN CABINETRY - SEE INTERIOR ELEVATIONS 12 NEW WALL MOUNTED UPPER CABINETS -SEE INTERIOR ELEVATIONS 13 NEW FIXED SHELvING - SEE DETAIL I/A9a 2 G14 NEW REFRIGERATOR - BY OWNER 15 NEW U.C. REFRIGERATOR - BY OWNER 16 NEW COPIER - BY OWNER I1 NEW ELEC. SERVICE EQUIPMENT - SEE ELECTRICAL DRAWINGS IS NEW PHONE / DATA BOARDS - SEE ELECTRICAL DRAWINGS 19 NEW MECHANICAL CHASE - SEE MECHANICAL DRAWINGS 20 NEW WALL MOUNTED ELEC. WATER COOLER - SEE PLUMBING DRAWINGS 21 NARCOTICS LOCKER IN UPPER CABINETRY WITH LOCKS 22 NEW LANDSCAPE AREA - SEE LANDSCAPE PLANS 23 NEW CONCRETE SIDEWALK - SEE ARCHITECTURAL SITE PLANS 24 NEW CONCRETE CURB - SEE DETAIL I/A53 25 PASS THRU CABINET - BY OWNER 26 NEW ISOLATED POWER PANEL - SEE ELECTRICAL DRAWINGS 21 NEW WALL HUNG SINK - SEE PLUMBING DRAWINGS 28 NEW FIRE EXTINGUISHER - SEE DETAIL 3/All 29 NEW ABOVE COUNTER ICE MACHINE - SEE PLUMBING DRAWINGS 30 NEW X-RAY BOX - SEE ELECTRICAL DRAWINGS 31 NEW FLOOR SINK - SEE PLUMBING DRAWINGS 32 BED PAN WASH - THIS WATER CLOSET 33 SHOWER 34 NEW TREE GRATE - SEE DETAIL 5/AS2 (311NEW CONCRETE WHEELSTOP - SEE DETAIL 10/AS3 (311NEW CONC. RAMP WITH DETECTABLE WARNINGS - SEE DETAIL 6/A53 31 NEW H.C. PARKING SPACE - SEE DETAIL VA83 OR 8/AS3 38 NEW BLANKET WARMER - BY OWNER 39 NEW CRASH CART - BY OWNER 40 NEW PATIENT BED - BY OWNER 41 NEW STANDARD PARKING SPACE - SEE CIVIL DRAWINGS 42 NEW MICROWAVE IN UPPER CABINETS - SEE INTERIOR ELEVATIONS 43 NEW DOWNSPOUT FROM ROOF DRAIN TO CONTINUE DOWN THROUGH CONC. SLAB AND MANIFOLD INTO STORMWATER SYSTEM - SEE ARCHITECTURAL SITE PLANS AND CIVIL PLANS FOR MORE INFO. 44 EXISTING PATIENT BED 45 NEW CEILING MOUNTED CUBICAL CURTAIN SYSTEM - SEE ID SHEETS 46 NEW LOCKER SYSTEM - SEE GENERAL NOTE 011 41 NEW CURTAIN WALL SYSTEM - SEE WINDOW SCHEDULE 48 NEW 6'-O" TALL CHAIN LINK FENCE ENCLOSURE 49 NEW GENERATOR - SEE ELECTRICAL DRAWINGS 50 NEW OXYGEN TANK - SEE MED GAS DRAWINGS 51 EXISTING GENERATOR - SEE ELECTRICAL DRAWINGS 52 BUILT IN BENCH - SEE INTERIOR ELEVATIONS 53 NEW CROSSWALK STRIPING - SEE CIVIL DRAWINGS 54 NEW BLACKENING FILM APPLIED TO INSIDE OF GLASS AS REQUIRED 55 NEW SHELVING - BY OWNER 56 NEW DISHWASHER 51 STERILIZERS BY OWNER 58 WASHER BY OWNER 59 STAINLESS STEEL UNIT BY OWNER NEPTUNE DUCKING STATION BY OWNER 61 STAINLESS STEEL 3 COMPARTMENT SINK BY OWNER 62 H.G. SIGNAGE - SEE DETAIL 9/AS3 63 PROVIDE 5/V GWB OVER I x 3 P.T. FURRING AS REQUIRED 64 NEW CONC. PAD / DRIVE - SEE CIVIL DRAWINGS 65 PAIR 4'-0" WIDE x 6'-0" TALL CHAIN LINK GATES WITH ALL GATE HARDWARE AS REQUIRED 66 PROVIDE BLACKENING FILM TO OUTSIDE FACE OF GLAZING PRIOR TO NEW WALL CONSTRUCTION 61 5'-0" WIDE PASSENGER LOADING ZONE 68 WRAP STEEL COLUMN WITH MIL FINISH BREAK METAL TO MATCH STOREFRONT SYSTEM - SEE DETAIL 3/AIOb 69 BOTTLED WATER COOLER - BY OWNER KEY PLAN REVISIONS BY AHCA COMMENTS 03, 18. II DC FIRE COMMENTS 3 05. 10. II DC AVE / MER CHGS 01. 25. II DC 0 U m • oo .- yC U � pry CJ E . / = E N in ro N 0. N • o ro E d rn N 3 ~ o Z ro E o N U ti Lr� Cn �_o ti ✓ ti N � 1 M U l:. W.. \ a oo Q �. N O O o Q. C O 1 � U_ Z 0 J t O N L0 o J � X - Q N v w U r O N0 sue. LL. Q W v m N Lo t O Q M L O 0 L CL N IV 0 LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet Alc H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\AOlc - ENLARGED FLPL.dwg, 8/5/2011 11:01:39 AM, DC ODIMENSIONED FLOOi� PL I SCALE: 3/32" a 1'-0" DIMENSION PLAN NOTES 1. THIS PLAN 15 FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR ro" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT S" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT 15 COMPLETE AND WALL TRACK 15 IN PLACE PRIOR TO FRAMING ANY 5. CONTRACTOR SHALL REFER TO WINDOW / DOOR SHOP DRAWINGS FOR ALL REQUIRED MASONRY / ROUGH OPENINGS PRIOR TO CONSTRUCTION. KEY PLAN REVISIONS BY VE / OWNER CHG5 4 01. 25. II DC f, E O u U r � � U N a0 Cn Cv� @) -. U � � ro a z E r / N — d N C, ro U , d E ti � m ati O Z ro :D to o N ti GD ti t` N � , N r I 8m, x t �U; W a Q Q a� 00 o O0 CD a a� 0 1 U_ Z J N o_ Ita� .N M � � M o J x Q N o � Ld U •� 0 N 0 a W 0 NLn O 0 Q M L o °o -c CL m N O J U— Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2a HAProjects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturaMO2a- DIM.dwg, 8/5/2011 11:01:19 AM, DC IF I Il] I I— - - - - i - on am gtl Imm m N w L 4'-8" L L Iro'-roll 8'-111/32" V-415/32" r 5 6 � h mq 24'4" 9 1m O 0 ENLARGED DIMENSIONED ENSIONED FLOOR PLAN SCALE: 1/8" = I'-01' DIMENSION PLAN NOTES I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR ro" WIDE U.N.O. - 5LOCK WALLS ARE DRAWN AT 8" WIDE UN.O. 3. 8" BLOCK WALLS AND ro" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS f5.CONTRACTOR SHALL REFER TO WINDOW /DOOR SHOP DRAWINCsS OR ALL REQUIRED MASONRY / ROUGH OPENINGS PRIOR TO CONSTRUCT ION. � � � -A- -AO w -A- w-^- -0%- � �— � -A- KEY PLAN H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturalW02b - ENLARGED DIM.dwg, 8/5/2011 11:01:00 AM, DC l -TTii . I T 3.1 4J • 22'-II" —,.,._.....,,__._._, ............... i f r j` j ref O O L---J O O __ .........................a .._....................... _'___--------- ..............__„_.._.._.. L..._.............._,_._.......... .... .......................... <j_._......... ........._....._,_,....__.,,_,..............._.__,..r......__......_....__.._......._,_._..__.,,,.......__..._._.__.. tl...--..--.-_,...._,... _.............._........._.._........................................._._.__,_..... v Y m i; \1 b' n .' �— ( . Ina na°aaa ertaIIaa 1; 7 I s .� : .. . ..f . t t; °asooasoa '. ' o<:r°aoaoo a. , sooaoc.a . I -_ - _i I Pc _ _: E :E 3 E EXTERI € s , iE I E: I i' AREA i ^ x€ €E t 'E \ _ EXTERIOR \\ «> _ . MEDICAL ovcc \ ` \ € ` :�„ � a _ C=AB AREA 3 . k € a t , l E ' : t aao MECHANICAL/ _ > j - NORMAL EMERWNCY a i . _ I_ _ .._. .....: VACUUM I .- _ POWER POWER - I {C- r-•_._� ;t. ...y 140 2Cj�_�On /'� `"l 141 14Y II'-Sn .. - �. .i.,.,.... _ _ € Y in ' : i : ' E to -•. r-, w ._.— .....—._.—_.,..........--- GJ• R to `t 9 Jr • j 4n E CORRIDOR 154 BAST ENTRY 3 in .... ——'--""____ t i STERILE B SUPPLIER € Ise t CLASS 'G OR a 143 JAPt IL EXISTING TR 12'—I" 24'-4° 10'-4" _ �I 5 —10 EXISTING EXISTING j TOILET TOILET 3 ° ._.... — _� �I ( € �._.E .� � I I €I= � I 158 EXISTINGz a I i 41E = t 4ti bit (_--- � I e II \ r g € - € CLEAN i - w WORKR0019/ 0 — L_w EXISTING WORK STERILE ? ' 0, CLASS 'C' OR — EXISTING AREA 0 ? PREP 0 144 ip j EQUIPMENT OFFICE € nm cv 1 .... , i 13l N ' STORAGE 0 6m I _ - RSI ,...... ,......... _._ _— _. . __ .. «. _....._ .._. -... ... V V V E 4 ' E € _„„ ✓"_ N. € ! r I 11 W I I i 1 i 'AC aOCtlRPh ; _ — i oARAO A I a t 5'-2' I:naom«ooe* (o�i TI ' , J € EXISTING CONFERENCE s'y „aaua��aII. - - ¢ro F — L GENES ST j� ao aeIIaPm III di l cc osx. T ,) ROOM _ ` _ � RACzE .^_. E T I -�� STORAGE s = t CLASS 'C' OR _, (K E '.,__. I-1 26 -4 I 12 EXISTING 0 145 O .<°• SOILED - ,SURSI COMPUTER z i €._. _.. WORK i TOR ROOM ( TF ; N EXISTING CORRIDOR ROOM OFFICE 161 �— r 166 u. t 111 136 149 It ( j -. /3 f` "" — —------------ ------ — ------ ---- i i ° '-4" 3' 8" 5'-4" 10'- 5'-4" 12'-I" /f ExISTIN _ u 3 E( G EXISTING € _ _ I € OFFICE OFFICE OFFICE ';t O Q - VE TIBULE PRE -ADMISSION _ CLOSET CORRIDOR ROFFS RILE 63 1&4 �g = _ Q t x ob OII �s .isaacur -` `: � 146 Q1 ✓ ''�� i 148 � j\ I r ....Nµ I i W j I '--:1.._ —h Z o V/^h _..__..._ I ol MED PR G r __... - _ x — MED ST W - -- - 133 — — --- — £ i — — i x Ia L I SOILED i I HOLDINGCLEAN aeeaa — , i• °oaQ° ' 134 s - j \ _..._ aea - WORK i �VEST. _' NEST. € i r i f i i i ROOM E 1 139e 122 \ s ( E , _._..1......__. I E € ' i i i i 1 € ! € E { / / / i / i / r 0 ENL4i3ED DIMENSIONED FLOOR PLAN SCALE: 1/8" = I'-0" DIMENSION PLAN NOTES I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 8" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, UN.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 5. CONTRACTOR SHALL REFER TO WINDOW / DOOR SHOP DRAWINGS FOR ALL REQUIRED MASONRY / ROUGH OPENINGS PRIOR TO CONSTRUCTION. KEY PLAN H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expans ion\CD\REV.04\Architectural\A02c - ENLARGED DIM.dwg, 8/5/2011 11:00:38 AM, DC - I � i s 4 i / ,.� � EE[ i 3 L i j E E I e4 '" �'`"' I € f E .,...t ...3 .s ... E ; i ;' i _ f I 1 :a , L�j . i S £; E 1 I�f i � ((( i t I i ..., I ...,. E ..... .... ... ._ .:.. ,.. .. ,.,.,.,..,__.,.,.,_.,.J .. ... ___ ... ,El .� � ,.......... 1 � � M.M.' i AIRLOCK �. I \v` tl ........-. FL 1E vJ11NL 10�—N O ..w ll R �l[ll a. a.......... _. _............................_. ._. \� . _. __... _ ..........__. ._.._._-...... .............. �_....._. ._......_ ........_ ,� e 1 M amasilmom REI��'' .. 3l-4" 411011 All momommm 777 CA �-- _ I - 3 4 — 7 N 3 E € - ------ --- - I� E N ( i ... ....... ............. �, ,E I E ((((: .............. .. ........... . . . . . ............... E E i ]____m..___i E E E= 33 iii 7£ t _... ......... . . ..... ................... . .. - - - - - ---------------- ,. I _ 0 ENL W.:sED DIMENSIONED FLOOR PLAN SCALE: 1/8" = 1l-011 DIMENSION PLAN NOTES I. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE U.N.O. - BLOCK WALLS ARE DRAWN AT 0" WIDE U.N.O. 3. 8" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK 15 IN PLACE PRIOR TO FRAMING ANY WALLS 5. CONTRACTOR SHALL REFER TO WINDOW / DOOR SHOP DRAWINGS FOR ALL REQUIRED MASONRY / ROUGH OPENINGS PRIOR TO CONSTRUCTION. KEY 1-LAN REVISIONS BY VE / OII,NER CWG5 4 01, 25. II DC E U vE U U • N 00 U � -70 CD .0 r- L fL ba L ro U L Q E Q rn QJ " ti Y N 3 ti o X m ® / U- N t� t` N \ 1 U L) y H 00 N ` O o 0 � Q C CL Q� O U O V ZN} C J U � � .N L M C 0 M v J � x Q N Ld U •� 0 Q W 0 vi ^' ' -) E Cn M s`` O � 0 00 s 0 M N CL N 0 Li — Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A2d H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\A02d- ENLARGED DIM.dwg, 8/5/2011 11:00:20 AM, DC METAL SELF SEALING FASTENERS AT 12 O.G. CONT. SEALANT NEW CONT. CANT STRIP l I NEW ROOF SYSTEM j I - SEE ROOF PLAN -7 P7AL STEEL SEE :TURAL INGS NEW METAL DECK OVER NEW STEEL BAR JOISTS - SEE STRUCTURAL DRAWINGS NEW STEEL BEAM - SEE STRUCTURAL DRAWINGS 101 ROOF DETAIL SCALE: 3/4" = I'-0" 101 NOT USED SCALE: 3/4" = 1'-0" EXISTING MASONRY WALL / PARAPET MILL FINISH ALUM. COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD 6" METAL STUD FRAMING - SEE STRUCTURAL LOCK FLASHING SEALANT NEW CONT. CANT STRIP EXISTING ROOF SYSTEM ----\ t REPAIR 3; ROOF . EXISTIN TAL DECK O EXISTIN BAR JOI T - E STRUCTURAL DRAWINGS CONTRACTOR TO VERIFY BEARING CONDITION v 19 0 c0 �I II 6 14 N ICO 12 I I� 8 l3 OIOVERALL ROOF FLAN SCALE: 3/32" = I'-0" n J ROOF L E G E N 0 SINGLE PLY TPO ROOF SYSTEM INDICATES DIRECTION OF DOWNWARD SLOPE OF ROOF KEYED NOTES OI EXISTING SINGLE PLY MEMBRANE ROOF SYSTEM OEXISTING PARAPET WALL SYSTEM 0 EXISTING ROOF TOP UNIT - SEE MECHANICAL ONEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 3.20" ISOBOARD INSULATION (R-20) OVER METAL DECKING OOUTLINE OF BUILDING / COLUMN BELOW - SEE FLOOR PLANS ONEW BUILT-UP TAPERED INSULATION AS REQUIRED ONEW PARAPET WALL SYSTEM WITH METAL COPING - SEE WALL SECTIONS OS NEW CONTINUOUS 4" CANT STRIP - SEE WALL SECTIONS ONEW ROOF CURB FOR MECHANICAL PLATFORM - MECHANICAL 10 NEW ROOF TOP MECHANICAL UNIT - SEE MECHANICAL II APPROXIMATE LOCATION OF NEW CONDENSATE LINES - SEE PLUMBING 12 NEW RIDGE LINE OF FLAT ROOF - TAPER ROOF INSULATION AS REQUIRED TO ACHIEVE 1/8" PER FOOT SLOPE MIN. 13 NEW ROOF DRAIN AND LEADER SYSTEM - SEE PLUMBING 14 NEW OVERFLOW DRAIN AND LEADER SYSTEM - SEE PLUMBING IB NEW PRE-ENGINEERED I" EXTRUDED ALUMINUM BUILD -OUT WRAPPED IN ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - SEE EXTERIOR ELEVATIONS AND WALL SECTIONS I(o NEW METAL FRAMED PARAPET WITH ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - SEE WALL SECTIONS Ii NEW METAL FRAMED AWNING WRAPPED WITH ALUMINUM COMPOSITE PANELS BY "ALUCOBOND" (OR EQUAL) - WALL SECTIONS IS EXISTING ROOF TOP UNIT TO BE REMOVED - SEE MECHANICAL 19 APPROXIMATE LOCATION OF NEW EXHAUST FAN - SEE MECHANICAL 20 NEW SINGLE PLY MEMBRANE ROOF SYSTEM OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECKING OVER METAL STUD FRAMING 21 NEW CHAIN LINK FENCE ROOF AS REQUIRED OVER EXTERIOR MEDICAL GAS AREA 22 PATCH AND REPAIR ROOFING AS REQUIRED WHERE EXISTING UNIT HAS BEEN REMOVED GN RAL NOTES I. ALL FLAT ROOF SYSTEMS SHALL HAVE A 1/8" PER FOOT SLOPE MIN; U.N.O. 2. ALL EDGE FLASHING TO BE ALUMINUM UN.O. 3. ALL MISC. FLASHING TO BE ALUMINUM U.N.O. 4. EXISTING ROOF ACCESS IS LOCATED ON THE SOUTH END OF ROOF - NOT SHOWN IN THESE DOCUMENTS KEY PLAN REVISIONS BY CLIENT/CONTRACTOR 2 03. 18, II DC A4vE / MER CW55 OT 25. II DC 0 U r vi U I � � U ro ! � oo 23 co m EW U � Q m 3 t'' o ro � ZD ti N c " U-� N t` m ti r� ti N \ A U I y a Q Q � o0 I > N O Xt / O O o a a� 0 t � U Z 04 M D D M C) J Q N x v W U -� O O Q Ld 0 -o m :2 v' N Ln to Q M L O O � -C r0 CL L. C (1) N O J LL_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A4a H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\A04a - ROOF.dwg, 8/5/2011 10:59:55 AM, DC 20-0" AFF. TOP OF MASONRY PARAPET 18'-4" AFF. TOP OF PARAPET FRAMING 15'-0" AFF. UNDERSIDE OF FINISHED CANOPY TOP OF SLAB OWAL.L. SECTION SCALE: 3/4" = 1'-0" DI WALLSECTION SCALE: 3/4" = I'-0" KEYED NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" 15050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING O4 ALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 20'-0" AFF. II 12 STEEL BEAM CONNECTION - SEE STRUCTURAL STEEL ANGLE - SEE STRUCTURAL _......... TOP OF MASONRY PARAPET 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL f AFF 15 16 PRECAST CONCRETE LINTEL - SEE STRUCTURAL REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL TOP OF BUILD -OUT FRAMING Il 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS'-0" A.F.F. IS 19 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL REINFORCED CONCRETE SLAB - SEE STRUCTURAL JOIST BEARING 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 15'-0" A.F.F. 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" UNDERSIDE OF FINISHED BUILD -OUT 0INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2D 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DEN5GLA55 GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 12'-0" A.F.F. 33 CONTINUOUS BASE - SEE FINISH SCHEDULE UNDERSIDE OF SOFFIT FRAMING 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 3i LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 10 -0 A.F.F. 38 2TOP 39 5/8" CC) GYPSUM CEILING BOARD 5/8" GYPSUM WALL BOARD OF MASONRY OPENING 40 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 0 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 G ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLA55 GOLD SHEATHING 49 G ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. D57 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS e'1�20"GMLOW BBMITT ASEE STRUCTURAL 4 0'-0" F.F.E. TOP OF SLAB I KEY PLAN H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\A06 - WALL SECTIONS.dwg, 8/5/2011 10:59:39 AM, DC A F 1G) ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) TO WRAP OVER PARAPET WALL 3 5/8" METAL STUDS - SEE STRUCTURAL ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING SINGLE -PLY ROOFING MEMBRANE - RUN UP AND OVER TOP OF PARAPET WALL SYSTEM ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBONO" (OR EQUAL) CONT. 4" CANT STRIP METAL CLIP ANGLE - SEE STRUCTURAL STEEL ANGLE - SEE STRUCTURAL STEEL JOIST EXTENSION - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL 3 5/8" METAL. STUDS - SEE STRUCTURAL 3 r 18'-4" AFF. TOP OF PARAPET FRAMING •BACKER —O. AND SEALANT .� a . �: .•� ate. AFF JOIBT TOP 0 0 .•a.. .•. a...............*.•.>❖.o❖.a�.•�•❖.o❖.•..'�:•°�:�:�3S:a❖.❖.•o❖.❖:�:�:�:�:�:�.�:�:..........•..... �S:••❖•................. ti:�:�.......... . .♦O .e R...o .• ..r . . �.`..a.........a..•......❖❖...•.o❖.•.00ati.......... ......o.. •. . ro..................... . DETAIL SCALE: 1 1/2" - I'-0" DETAIL SCALE: 1 1/2" a I'-0" ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) TO WRAP OVER PARAPET WALL 3 5/8" METAL STUDS - SEE STRUCTURAL. ICE AND WATER SHIELD -OVER 1/2" DENSGLASS GOLD SHEATHING 15'-0" AFF. UNDERSIDE OF FINISHED BUILD -OUT SINGLE -PLY ROOFING dw MEMBRANE - RUN UP AND OVER r TOP OF PARAPET WALL SYSTEM I 12'-0" AFF. TOP OF STEEL ALUMINUM COMPOSITE PANEL SYSTEM I FRAMING % BY "ALUCOBOND" (OR EQUAL) CONT. 4" CANT STRIP CONT. STEEL ANGLE - SEE STRUCTURAL METAL ROOF DECKING - SEE STRUCTURAL 3 5/8" METAL STUDS - SEE STRUCTURAL 9'-0" AFF. _.__ .. 50TTOM OF STEEL FRAMING 15'-0" AFF. ,Z UNDERSIDE OF FINISHED BUILD -OUT ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 0 WALL SECTION SCALE: 3/4" - I'-0" 0'-0" FRE. TOP OF SLAB KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING: OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Il 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/6" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 0 l/8" STUCCO OVER HIGH RIB LATH 28 l/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. D5l GALVANIZED STEEL PIPE /CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITT D 58 12" CM.U, BLOCK WALL - SEE STRUCTURAL 4 KEY PLAN as so REVISIONS BY VE / OUNER CHG5 4 DC 01. 25. II �--- E 0 U c.� ro • 0 & c L r N ro w N zz L1 N ♦ o m ¢ rn ti N —� x o S m � [ 0 N 00 ti ti N 1 1 x uJ U.. W Q � o0 o �1 0 0 t � o � O ( t U_ Z_ 04 Jlqt O .N O (, 0 o M o :3M J X a- Q N v -o W •L U O O N i LL4 a W o -O m V1 0 0 L t O T 0- O M C)o _r L M a � O J L.L. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6e MTrojects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturalW06 - WALL SECTIONS.dwg, 8/5/2011 10:59:18 AM, DC 8 1G) DETAIL SCALE: I I/2" I'-0" DETAIL SCALE: 1 1/2" - I'-0" ANT ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME 5/8" STUCCO OVER G.M.U. BACKER ROD AND SEALANT /./ 1 / I.ITre-. rl All I- i AS ANT ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) PRE-ENGINEERED I" EXTRUDED ALUMINUM FRAME 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING OVER 3 5/6" METAL STUD FRAMING 15'-0" APP. UNDERSIDE OF FINISHED. / BUILD -OUT BACKER ROD AND SEALANT 0 WALL SECTION SCALE: 3/4" = I'-0" IWsal 22'-8" A.F.F. TOP OF EXISTING PARAPET ( VERIFY) IS'-4" AFF. TOP OF PARAPET FRAMING 16'-8" AFF. JOIST BRG / TOP OF BEAM 15'-0" A.F.F. UNDERSIDE OF FINISHED BUILD -OUT 12'-0" A.F.F. TOP OF STEEL FRAMING BOTTOM OF STEEL FRAMING 0'-0" FF.E, TOP OF SLAB KEYED NOTES 0 SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING O4 ALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Il 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 l/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2l l/8" STUCCO OVER HIGH RIB LATH 28 l/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/5" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 3l LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS (@36 5/8" CDGPMEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" 1505CARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/453. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. D5l GALVANIZED STEEL PIPE /CHAIN LINK CAGE. SHOP DRAWINGS TO E 5UBMITT D 58 12" CM.U. BLOCK WALL -SEE STRUCTURAL 4 KEY PLAN REVISIONS I BY VE / OU,NER CNGS 4 01.25. it DC c U U 1 0 U_ Z O_ .J N O � v J � � M x Q N a L,J U O NL Li Q Wec -p L N — a) O0 Q Lo M r. s L � 0 oo s a- m N 0 J L.. Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6f H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expa"sio"\CD\REV.04\Arcllitectul'al\A06 - WALL SECTIONS.dwg, 8/5/2011 10:58:55 AM, DC METAL SELF-SEALING FASTENERS AT 12" O.G. CONT. SEALANT SPECIFIED ROOFING - RUN UP AND OVER PARAPET WALL CONT. 4" CANT STRIP - SPECIFIED ROOFING - SEE ROOF PLAN --- 7 METAL DECK METAL DECK EDGE ANGLE J(DI DETAIL SCALE: 3" a 1'-0" METAL SELF-SEALING FASTENERS AT 12" O.C. CONT. SEALANT SPECIFIED ROOFING - RUN UP AND OVER PARAPET WALL 1/2" DENSGLASS GOLD SHEATHING CONT. 4" CANT STRIP - SPECIFIED ROOFING - SEE ROOF PLAN METAL DECK J STEEL BAR JOIST METAL DECK EDGE ANGLE — STEEL BEAM — IG)lDETAIL SCALE: 3" a I'-0" 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL a a a a MILL FINISH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD ONE LAYER OF 5/8" DENSGLASS GOLD SHEATHING - USE SHIM TO SLOPE TOWARDS ROOF SLOPE. LOCK FLASHING SEALANT a K.O. BLOCK - SEE STRUCTURAL a 5/8" STUCCO a MASONRY WALL SYSTEM - SEE STRUCTURAL CONT. METAL FRY RIGLET (TERMINATION BAR) F CONT. 4" CANT STRIP a G G a IV< zn SPECIFIED ROOFING - SEE ROOF PLAN MILL FINISH ALUMINUM COPING SET CAP FLASHING IN ADHESIVE OVER ICE AND WATER SHIELD LOCK FLASHING SEALANT 3 5/6" METAL STUD FRAMING - SEE STRUCTURAL 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING CONT. METAL FRY RIGLET CONT. 4" CANT STRIP SPECIFIED ROOFING - SEE ROOF PLAN -1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING BACKER ROD AND SEALANT X CONCRETE SIDEWALK - SEE SITE PLAN 1/2" ISOLATION JOINT CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL O DETAIL SCALE: 3" = I'-0" O WALL SECTION SCALE: 3/4" = I'-0" 22'-8" AFF. IL TOP OF EXISTING PARAPET ( VERIFY) IS'-4" AFF. TOP OF PARAPET FRAMING 16'-8" AFF. JOIST BRG / TOP OF BEAM 15'-0" AFF. rL UNDERSIDE OF FINISHED BUILD -OUT ......... 12'-0" A.F.F. TOP OF BUILD -OUT FRAMING 0'-0" FF.E. rL TOP OF SLAB KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN, 320" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 11 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Ii 8" C.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 l/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2i 7/8" STUCCO OVER HIGH RIB LATH 28 -1/0" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/6" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 3D LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/6" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 47 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUGOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. DGALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO 5E SUBMITTED 58 12" C.M.U. BLOCK WALL - 'SEE 4 KEY PLAN REVISIONS BY vE / OWNER cwjs 4 01. 25. II DC I E 0 U U M o • C zz E E N o o � � o� j ¢ E ¢rn 0 2 ro E] O CM I C N ti co Ul N �'. x Q Q ttt � k� •� (Z) Q� 0 � � Q a ,•C C�. C O U_ Z J N O 't N .N 0 M � � M vv- X- Q N v La U O O Q E L_ LL. LLJ v -v N u 0 Q rn Q O ao s L. r7 a � m N O J Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6g HAProjects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturalW06 - WALL SECTIONS.dwg, 8/5/2011 10:58:30 AM, DC /• am OFF. ZY F.E. SLAB G)lWALL SECTION SCALE: 3/4" = V-0" 01 WALL SECTION SCALE: 3/4" = V-0" KEYED NOTES OI SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL 0 TUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL 11 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Il 8" G.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 l/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 0 1/8" STUCCO OVER HIGH RIB LATH 28 1/5" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 0ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD 0 OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/A53. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 0 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TOJBE SUBMITTED 58 12" GM.U. BLOCK WALL - SEE STRUCTURAL 4 KEY FLAN me as REVISIONS BY VE / C)UjrIER CWG5 4 DC al. 25.11 0 U r � � U • 00 .= YCn U to �~ d ro P 7 i El w N C�l • o ro o o U 1Z d m 3 ~ X ti N ti CID 70 t- r� ti N �� xu Q Q > � 0 v 0 0 J a � O U_ Z C J (V lqt O_ N 0 M : M Q-.-� Cr x Q N v -a w V U Q L. LL_ a LLJ v; L s 0 M L 00 s 0 M a L � O -J L L_ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6h H:\Projects\Projects 2009\0945 - FMC - ZH AS Expans ion\CD\REV.04\Architectural\A06 - WALL SECTIONS.dwg, 8/5/2011 10:58:04 AM, DC 22'-8" A.F.F. WALL SECTION SCALE: 3/4" a 11-011 KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" 15050ARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED OBACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL II STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL ' 1(o REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL I Il 8" CI" I.U. BLOCK WALL - SEE STRUCTURAL I IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL ' 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL ' 20 FOUNDATION SYSTEM - SEE STRUCTURAL '' 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE '24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FIN15H ' I 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR 1 DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2l 1/8" STUCCO OVER HIGH RIB LATH 28 1/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/6" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 463) 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY-IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/8�C[D)YPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLA55 GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/AS3. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND Sro RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS TO BE SUBMITT D 58 12" C.M.U. BLOCK WALL -SEE STRUCTURAL 4 up, KEY PLAN 4' ■, No,' % j i, ■ on REVISIONS BY VE / OINER CH65 4 DC 01. 25. II E U u r � L U 1-- oo � o .c b0 N di—Q �F 6 o , z E C\1 E w N � ro _ N Gl N i o ro E ti � m ti Y N x ti �ou') r c N [-- c C I— r� ti N t- 1 .� x. W Q N i o r 0 � Q 6 � O i U_ Z � J N 'o U � 0 L M M a J CL 0 X Q N -O U 0 O N L Q 0 SW N a� 'n C 0 M L O 00 -C o M a L � CL N O J L._ Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: SEH Job: 09-45 Sheet A6i R\Projects\Projects 2009\0945 - FMC - ZII ASC Expansion\CD\REV.04\Areiiitectural\A06- WALL SECTIONS.dwg, 8/5/2011 10:57:44AM, DC I. I; -- .. VAIdI &IIIui.tlin -I€It C"k4;1 �16iLliE.tldl.11"Wf�l u4i"A hiQILi lLlfll,.i.i L, i FA _ I- lit -- t- - �/E� NOTES � I D O I ESQ TOP OF 4 MASONRY COLUMN 0SINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 320" ISOBOARD SIM 2 INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" a A6 MIN. SLOPE TOWARDS ROOF DRAINS -SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING OALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL it STEEL BEAM CONNECTION - SEE STRUCTURAL 30 ' 12 STEEL ANGLE - SEE STRUCTURAL li 30 13 STEEL COLUMN - SEE STRUCTURAL I I� 3 SIM 2 14 METAL ROOF DECKING - SEE STRUCTURAL 29 I 6 AFF. TOP OF I PARAPET 6e 18'-4" AFF -- TOP OF II I I PARAPET PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL li 8" C.M.U. BLOCK WALL - SEE STRUCTURAL 2 8 i i FRAMING 8 I i FRAMING [(OD IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL ° ° Ifo'-8" AFF. I 16 -8 A.F.F. I 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL - -? --; 14 0 I TOP OF I MASONRY JOIST BRG / o I I TOP OF BEAM 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL - �-- - o -- I I COLUMN o 23 APPROXIMATE GRADE I I I I 14 15'-4 AFF. 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO 10 10 II I ., I TOP OF I MASONRY T MATCH WINDOW SYSTEM FINISH ° v I 15 -� COLUMN 25 1/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR ` ° -- - --- - ` , UNDERSIDE OF ��������� FINISHED -- ��������r 15'-0" A.F.F. UNDERSIDE OF DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 25 2g CANOPY 16 FINISHED CANOPY 2� 1/5" STUCCO OVER HIGH RIB LATH 16 41 25 30 28 l/8" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO 28 28 28 28 li WRAP OVER 1/2 DENSGLASS GOLD SHEATHING METAL FRY RIGLET SYSTEM - TERMINATION BAR 46 46 30 5/6" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) - 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS - 36 CONCRETE CURB - SEE SITE PLANS / DETAILS Ll 3� LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS 38 5/8" CD GYPSUM CEILING BOARD 2 39 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE J.- 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 41 OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH -SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 4- 449 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/A83. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5l GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS - TO E SUBMITT D 58 12" C.M.U. BLOCK WALL - SEE STRUCTURAL 28 28 I'I IS 30 46 E. SLAB 31113 31 23 SP OF 31 31 TOP OF SLAB /.��' F1-111/l/ J../. `,,,•,\ "� - °ae - d e e c d d rl \/\ ad \ \/ d d - ° - d / l/\1 d y �" .•/• `/ d° \/./\/ / \/ / /�_a�\� xx WW 2 Z O UJALL SECTION 101 WALL SECTION SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-0" •. H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\ArchitecturalW06 - WALL SECTTONS.dwg, 8/5/2011 10:57:24 AM, DC 20'-4" AFF. OP OF 17 IXISTING 'ARAPET VERIFY) 3'-4" AFF. OF OF SUILD-OUT RAMING NDERSIDE OF INISHED SUILD-OUT !'-0" AFF. OP OF SUILD-OUT RAMING 9'-0" F.F.E. OP OF SLAB 101 WALL SECTION SCALE: 3/4" = I'-0" I D WALL SECTION SCALE: 3/4" = I'-0" DIWALL SECTION SCALE: 3/4" = I'-0" KEYED NOTES OSINGLE PLY TPO ROOFING MEMBRANE OVER MIN. 3.20" ISOBOARD INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/8" MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS OCONT. 4" CANT STRIP - RUN SINGLE PLY TPO MEMBRANE OVER CANT, UP PARAPET WALL, AND OVER TOP OF WALL WHERE APPLICABLE OICE AND WATER SHIELD / PEEL AND STICK SINGLE PLY MEMBRANE OVER 1/2" DENSGLASS GOLD SHEATHING OVER METAL DECKING 4O ALUMINUM FLASHING / COUNTER FLASHING AS REQUIRED O5 BACKER ROD AND SEALANT OEXISTING STRUCTURE - SEE STRUCTURAL OSTEEL JOIST EXTENSION - SEE STRUCTURAL OTUBE STEEL FRAMING - SEE STRUCTURAL OSTEEL BAR JOIST - SEE STRUCTURAL 10 STEEL BEAM - SEE STRUCTURAL I1 STEEL BEAM CONNECTION - SEE STRUCTURAL 12 STEEL ANGLE - SEE STRUCTURAL 13 STEEL COLUMN - SEE STRUCTURAL 14 METAL ROOF DECKING - SEE STRUCTURAL 15 PRECAST CONCRETE LINTEL - SEE STRUCTURAL 16 REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL Ii 8" G.M.U. BLOCK WALL - SEE STRUCTURAL IS 3 5/8" METAL STUD FRAMING - SEE STRUCTURAL 19 REINFORCED CONCRETE SLAB - SEE STRUCTURAL 20 FOUNDATION SYSTEM - SEE STRUCTURAL 21 REINFORCED THICKENED EDGE SLAB - SEE STRUCTURAL 22 CLEAN, COMPACTED, TERMITE TREATED FILL - SEE STRUCTURAL 23 APPROXIMATE GRADE 24 BREAK METAL FINISH OVER STEEL COLUMN / BEAM - FINISH TO MATCH WINDOW SYSTEM FINISH 25 7/8" SMOOTH STUCCO OVER HIGH RIB LATH OVER EXTERIOR DRYWALL SUSPENSION SYSTEM BY "USG" 26 INTERIOR DRYWALL SUSPENSION SYSTEM BY "USG." 2l I/8" STUCCO OVER HIGH RIB LATH 28 VS" STUCCO OVER GALV. METAL LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENSGLASS GOLD SHEATHING 29 METAL FRY RIGLET SYSTEM - TERMINATION BAR 30 5/8" SMOOTH SAND FLOAT FINISH STUCCO (MATCH EXISTING) 31 CONCRETE SIDEWALK - SEE SITE PLAN 32 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULE 33 CONTINUOUS BASE - SEE FINISH SCHEDULE 34 EXISTING DOOR SYSTEM 35 ASPHALT DRIVE - SEE SITE PLANS AND CIVIL DRAWINGS 36 CONCRETE CURB - SEE SITE PLANS / DETAILS 0 LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS g3e 5/8" CD GYPSUM CEILING BOARD 2 5/8" GYPSUM WALL BOARD 40 5/8" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER I" RIGID INSULATION 41 5/6" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS OVER EXISTING WALL SYSTEM 42 I" FOIL FACED RIGID INSULATION TO CONTINUE UP TO UNDERSIDE OF METAL DECK OR G.W.B. CEILING 43 LIGHT FIXTURE - SEE ELECTRICAL 44 DOOR / WINDOW SYSTEM - SEE DOOR / WINDOW SCHEDULE 45 ROOF DRAIN SYSTEM - SEE ROOF PLANS 46 LEADER SYSTEM FROM ROOF DRAIN - SEE ROOF PLANS 4l OPENING IN BLOCK AS REQUIRED TO ALLOW THE ROOF DRAIN LEADER TO PASS THROUGH - SEE ROOF PLANS 48 ALUMINUM COMPOSITE PANEL SYSTEM BY "ALUCOBOND" (OR EQUAL) OVER ICE AND WATER SHIELD OVER 1/2" DENSGLASS GOLD SHEATHING 49 ALUMINUM FLASHING AS REQUIRED OVER ICE AND WATER SHIELD OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 50 STEEL BEARING PLATE - SEE STRUCTURAL 51 SINGLE PLY TPO ROOFING MEMBRANE OVER 2" ISOBOARD RIGID INSULATION OVER METAL DECK - SEE ROOF PLANS 52 LINE OF BUILDING BEYOND / LINE OF COLUMN BEYOND 53 DETECTABLE WARNING SURFACE - SEE DETAIL 12/483. 54 WOOD VENEER PANEL SYSTEM 55 LINE OF CANOPY BEYOND 56 RECESSED PEDIMAT - SEE FOUNDATION PLAN AND ID SHEETS. 5-1 GALVANIZED STEEL PIPE / CHAIN LINK CAGE. SHOP DRAWINGS D �E6 MITT T12O" CLWASEE STRUCTURAL 4 KEY PLAN H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architecturat\A06 - WALL SECTIONS.dwg, 8/5/2011 10:57:04AM, DC DOOR t1'i=r=s DOOR FRAMES DOOR SCHEDULE NO: DOOR_ FRAME SEE SHEET A8a FOR KEYED NOTES NO, TYPE HARDWARE REMARKS NO. 2 SIZE MATERIAL FIN. FR. MAT. FIN. TYPE Iola F 14'-8" x T-0" AL/GL AN - AL AN - I, 8 Iola 101b F 14'-8" x 1'-0" AL/GL AN - AL AN - - I, 8 101b SIm. gb gb 103 A 3PAIR T- 1' x 1 /4'I SCIUJD 645 MTL T AL/GLAL ANA 1 12 103 1 / 104 C V-0" x T-0" x 1 3/4" SCWD $45 MTL FNT C 1 4 104 ' I 9b gb 105 G V-0" x T-0" x 1 3/4" SCWD 545 MTL PNT G 10 4 105 2" EDGE OF SHELF I \ / \ \ 106 C V-0" x T-0" x 13/4" SGWD 546 MTL FNT C 10 4 lob 101 C V-0" x T-0" x 13/4" SCWD 546 MTL PNT C 1 4 101 \ \ 108 C V-0" x T-0" x 13/4" SGWD 546 MTL PNT C 3 4 108 109 C 3'-0" x 1'-0" x 13/4" SCWD SdS MTL PNT C 3 4 109 q B C 0 L L D 2, II a� VERTICAL SUPPORT i 2 // all 2 110b B 4'-0" x 1'-0" x 13/4" SGWD SAS 20 MIN. MTL PNT C 13 4, 9, 10, 1 110b 10 PLAN VIEW "FIRELITE" 10 112a C 3'-0" x T-0" x 1 3/4" SCWD 545 545 MTL PNT C 3 4 112a � / - `����� GLAZING IN METAL FRAME 1 113 G V-0" x T-0" x 13/4" SGWD 545 45 MIN. MTL PNT G 3 4 113 04 115 C V-0" x T-O" x 13/4" SCWD 54 45 MIN. MTL PNT C 5 4, 14, 16 115 3 �++ - 4 T 4 anti \ - 3 3 Ill NOT USED 3 III t`l gb A 9b gb B 9b 118 E 3'-0" x T-0" x 13/4" SCWD 645 45MIN MTL FNT C 14 3,4 IIS \ EXTERIOR MAIN EXTERIOR 119 C V-0" x T-0" x 13/4" SCWD 545 MTL PNT C 2 4 119 Il _, ENTRY DOOR STOREFRONT 120 C Y-0" x T-0" x 13/4" SCWD 546 MTL PNT C 2 4 120 ----�9 0 D E SYSTEM 121 C V-0" x T-0" x 13/4" 5GWp SdS MTL PNT G 13 4 121 II 122 C Y-0" x T-0" x 13/4" SCWD 546 MTL PNT C 13 4 122 12 123 E 3'-0" x l'-0" x 13/4" SCWD SdS MTL PNT G I 123 ............... _..... ......... it 0 -~ 12 8 4 gb gb 8 4! 9b gb 124 C V-0" x T-0" x 1 3/4" 5(--x545 MTL PNT C 4 4, 16 124 // \ / / / 125 C V-0" x T-0" x 13/4" SCWD 546 MTL PNT G 13 125 / / \ \ \ \ \ / / / 126 H 3'-0" x 8'-0" AL/GL AN AL AN D 15 I, 2, 5 12ba 121 C V-0" x T-0" x 1 3/4" 5CWD 5* MTL FNT C 2 4 121 128 C V-0" x T-0" x 13/4" SCWD 645 MTL PNT C 2 4 128 129a C Y-0" x T-0" x 13/4" SCWD 546 MTL PNT C 10 4 129a 129b G V-0" x T-0" x 1 3/4" SCWD 545 MTL PNT C 10 4 129b 129c C V-0" x T-0" x 13/4" SCWD 545 MTL FNT C 10 4 129c 129d C Y-0" x T-0" x 13/4" SCWD 546 MTL PNT C 2 129d 130 C 3'-0" x T-0" x 1 3/4" SCWD 546 MTL PNT C 2 4 130 131 C V-0" x T-0" x 1 3/4" SGWD 645 MTL PNT C 2 4 131 I� 12 li SEE FLOOR PLAN 12 n 12 23 0 g 0 _' - - - -- 0 tp -' 9 0 F Cs H 132a C V-0" x T-0" x 1 3/4" SCWD 546 MTL FNT C 10 4 132a C D METAL DOOR FRAME METAL DOOR FRAME IN METAL STUD WALL IN MASONRY WALL 2 � 4 I 3 4 132b C 3'-0" x l'-0" x l 3/4" SGWp StS MTL PNT C 10 4 132b 132c C V-0" x T-0" x 13/4" SCWD 646 MTL PNT C 10 4 132c 1`i/{�if"i 131d C V-0" x T-0" x 13/4" SCWD StS MTL I FNT C 2 4 132d 132e C 3'-0" x 1'-0" x 13/4" SCWD S4S MTL PNT C I 4 132e HARDWARE SET 0 1 HARDWARE SET • 8 HARDWARE SET 0 13 (1 1/2) PR BUTT HINGES (1 1/2) PR BUTT HINGES 4 (1 1/2) PR BUTT HINGES (1) PASSAGE SETT (U PASSAGE SET (U DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED (1) DOOR STOP AS REQUIRED (I) AUTO CLOSER (U WEATHER STOP (U DOOR SWEEP HARDWARE SET 0 14 HARDWARE SET 0 2 lU PANIC BAR (I I/2) PR BUTT HINGES (1) AUTO CLOSER (1 1/2) PR BUTT HINGES (1) OFFICE LOCK SET (1) PRIVACY SET (1) DOOR STOP AS REQUIRED (1) DOOR STOP AS INQUIRED 3 (1) AUTO CLOSER H SET + 9 HARDWARE SET 0 13 HA WA T 0 3 (11/2) PR BUTT HINGES (U LOCK SET STANDARD HARDWARE BY "YKK" (1 1/2) PR BUTT HINGES (1) DOOR STOP AS REQUIRED (2) PR STANDARD BUTT HINGES lU OFFICE LOCK SET (U AUTO CLOSER - 4 1/2" x 4 I/2° (U DOOR STOP AS REQUIRED (1) 1pIAM. PULL (1) CONCEALED OVERHEAD AUTOCLOSER (U DOOR STOP AS REQUIRED HARDWARE SET • 4 HARDWARE SET • 1fD (1) WEATHER-STRIPPING (1 1/2) PR BUTT HINGES (1 1/2) PR BUTT HINGES (1) DOOR SWEEP (U STOREROOM LOCK SET (1) DOOR STOP AS REQUIRED (1) CONCEALED PANIC BAR DEVICE (U DOOR STOP AS REQUIRED (U AUTO CLOSER (U PUSH / PULL HARDWARE SET • 5 (2) KICK PLATES HARDWARE SET • 16 (1 1/2) PR BUTT HINGES (1) BB 45 x 45, 26p, BUTT HINGES HARDWARE SET • 11 (1) SR SWING UNIT 48 AUTO CLOSER ALUM. (1) PANIC BAR _ (1) ADC PUSH BUTTONS, 32D (I) AUTO CLOSER (I 1/2) PR BUTT HINGES (1)KICK PLATES 8" x 44" B4E, 32p (I) THRESHOLD (1) PANIC BAR (1) PULL PLATES 4" x 16" 54E, 32D (U DOOR STOP AS REQUIRED (U DOOR STOP AS REQUIRED (1) PUSH PLATES 8" x IV' B4E, 32D (1) AUTO CLOSER HARDWARE SET 106 (U WEATHER STRIP (1 1/2) PR BUTT HINGES HARDWARE SET • 12 (l) PRIVACY SET (1) DOOR STOP AS RE(1 +/2) PR BUTT HINGES l(1)STOREROOM LOCK SET (U AUTO CLOSER (1) DOOR STOP AS REQUIRED (U WEATHER STOP HARDWARE SET • 1 (1) DOOR SWEEP STANDARD HARDWARE BY "YKK" (1) AUTO CLOSER (4) PR STANDARD BUTT HINGES - 4 1/2" x 4 1/2" lU STANDARD CYLINDER - KEYED ON INSIDE AND OUTSIDE. (1) 1" DIAM. PULL (1) CONCEALED OVERHEAD CLOSER (1) DOOR STOP AS REQUIFMD (1) WEATHER-STRIPPING (I)DOOR SWEEP (1)FLUSH BOLTS 3 (U CONCEALED PANIC BAR DEVICE 133 G 3'- " x '-0" 13/ " SCUID 45 MTL PNT G 4 4 133 134a C 3'-0" x T-0" x 13/4" SCWD 645 MTL PNT C 13 4,15 134a 1 134b C V-0" x T-0" x 1 3/4" 5CWD 545 MTL PNT C 13 4,15 134b 1 � 135b E 4'-0" x 1'-0" x 13/4" SCWD S4S MTL PNT C I 4 135b 6 - x - " x 3/ 4 PN I 6 131 G 3'-O" x 1' O" x 13/4° SCWD S45 MTL PNT C 1 4 131 138 NOT USED 3 138 139 G PAIR 3'-0" x T-0" HM PNT 90MIN HM PNT D 12 11, 12, 13, 16 139 140 '- " x '- T T D I II, I6 14 141 G 3'-0" x T-o" HM PNT 45MIN HM PNT D 12 II, I6 0 8 , 6 143a C 4'-0" x T-0" x 1 3/4" SCWD S46 MTL PNT C 4, 9, O, 1 11.43b 143b E 3'-0" x 1'-0" x 13/4" SCWD S4S MTL PNT C I 4, 9 1444 C 4'-0" x T-0" x 13/4" SGWD S46 MTL PNT G 4,9,10,1 44a 144b E V-0" x T-0" x 1 3/4" SCWp 5$6 MTL FNT G 1 4,(3 144b 145a C 4'-0" x T-0" x 13/4" 5CWD $46 MTL PNT C 4, 9, 10, 1 145a 145b E 3'-0" x T-0" x 1 3/4" 5CWD 646 MTL PNT C 1 4, 9 145b 146 5 4'-0" x T-0" x 13/4" SCWD 645 MTL PNT G 1 4, % 10,1 146 141 NOT USED 141 148 C 3'-0" x T-0" x 1 3/4" 5CWD 545 MTL PNT C 3 4 148 150 150 C 3'-0" x T-0" x 13/4" SCU1D 545 45MIN MTL PNT C 4 4,15 ) 151 G 4'-O" x 1'-O" x 13/4" SCWD S4S 45MIN MTL PNT C 13 151 152 C V-0" x T-0" x 13/4" SCWD 646 MTL PNT G 4 4,16 152 153a A PAIR 3'-0" x 8'-0" AL/GL AN AL AN B 1 1536 _ 154 C 3'-0" x 1'-0" HM PNT HM PNT D 5 II 154 156a C 3'-0" x T-0" x 13/4" SCWD 545 45MIN MTL FNT C 1 4 156a GENERAL DOOR MOMS ?4Q.— �Ar%Nv b bb 151 EXISTING 16 151 158 EXISTING 158 1. ALL DOORS / DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2004 EDITION / NFPA 101 LIFE SAFETY CODE -12.12 WIDTH -12.1.4 SWING AND FORCE TO OPEN 12.15 LOCKS AND LATCHES AND ALARM DEVICES �2.1.6 SPECIAL LOCKING ARRANGEMENTS -12.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES 1.2.1.8 SELF CLOSING DEVICES 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.DA. REQUIREMENTS, 3. ALL INTERIOR DOOR HANDLES SHALL BE SCHLAGE "AL" SERIES "SATURN". 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES 5. ALL EXTERIOR DOORS SHALL HAVE 320 FINISH HINGES. 6. ALL EXTERIOR DOORS SHALL HAVE WEATHER STRIPING. i. UNLESS NOTED OTHERWISE, ALL INTERIOR DOORS SHALL BE PRE -FINISHED SOLID CORE WOOD DOORS BY MOHAWK "DARK BROWN ON BIRCH. SEE ARCHITECTURAL SPECIFICATIONS AND ID SHEET. 8, DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF i0', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR g. THE MAXIMUM FORCE FOR PUSHING OR PULLING OPEN AN EXTERIOR DOOR SHALL NOT EXCEED 851-15F (315N) - FIELD VERIFY EXISTING DOORS 10. THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 51bF (222N) - FIELD VERIFY EXISTING DOORS 11. ALL 8'-0" TALL DOORS TO RECEIVE TWO (2) PAIR HINGES 12. PROVIDE EXTRA JAMB REINFORCEMENT FOR ALL 4'-0" DOORS 13. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (4 COPIES) I. COLOR TO BE CLEAR ANODIZED ALUMINUM TO MATCH WINDOW SYSTEMS 2. 35D MEDIUM STILE DOOR BY "YKK" - FLORIDA PRODUCT APPROVAL 05851.1 3. 3/4 HOUR C LABEL DOOR 4FRAME WITH FIRELITE GLAZING 4. SEE JAMB DETAIL 8/Agb 2 2 5. 6. PROVIDE STANDARD PREP FOR OWNER SUPPLIED KEYLESS ENTRY SYSTEM 1. PREPARE DOOR FRAME FOR ELECTRIC STRIKE - ADAMS RITE '1100-540-626-00 - PROVIDE 110v POWER SUPPLY AT CEILING ABOVE 8. STANLEY. DURA-GLIDE 2000. BY-PASS DOOR. S. C/S GROUP. "ACROVYN DOOR SYSTEMS" W/ STAINLESS STEEL BEVELE EDGE. DOOR STAIN TO MATCH WILSONART "SHAKER CHERRY" 380. 1-(813)-631-3344. SEE ID SHEET. 10. PROVIDE AUTOMATIC PUSH BUTTON OPENING SYSTEM EACH SIDE. SEE ELECTRICAL DRAWINGS 11. SEE DETAIL 4/Agb 12. PROVIDE C3) PAIR HINGES 13. "B" LABEL DOOR 14. PROVIDE I80' HINGES I 15. PROVIDE AUTO CLOSER 3 16. PROVIDE "ROOM NAME" LABEL ON EXTERIOR SIDE OF DOOR AS RE0. 159 EXISTING 15S 160 EXISTING 160 161 EXISTING 161 162 G V-0" x T-0" x 13/4" SCWD 646 MTL PNT C 4 4 162 1 O I/\ �/ VT-► FIXEDSHELF DETAIL SCALE: 1 1/2" = I'-0" 163 EXISTING 163 164 EXISTING 164 166 C 3'-0" x T-0" x 13/4" 5CWD 546 45MIN MTL PNT D 13 4 166 61 XI ING 61 166 EXISTING I68 169 EXISTING 169 Il0 EXISTING 110 Ill Ill NOT USED 111 Ill NOT USED 12 1 + 7 __413_� 114 C V-0" x T-0" x 13/4" SCWD 546 45MIN MTL PNT C 4 4, 15, 16 114 ) HA1 I /l��A� Q,�/'���I/�At(/'1t•IQ� V V V 1 1MS 1777 '-0 x1- "x 3/ SG St T C 13 l5 116 EXISTING NO 111 E 4'-0" x 1'-0" x 13/4" SCWD SaS 45MIN MTL PNT D I 3 Ill HINGES CAL -ROYAL - U5261D - B531xUS26,TBH31xUS26 CLOSER : LCN - US26D - 1460/1441 WALL STOP CAL -ROYAL - U626D - CONWB42 FLOOR STOP � :CAL -ROYAL -US26D - DSHP18 PASSAGE SET :SCHLAGE - U626D - SATURN ALIOS PRIVACY SET SCHLAGE - U826D - SATURN AL405 LOCK SET SCHLAGE -US26D - SATURN AL50PD SINGLE DUMMY TRIM :SCHLAGE - U826D - SATURN AL110 STOREROOM LOCK ': SCHLAGE - US26D - SATURN AL80PD CLASSROOM LOCK :SCHLAGE - U6260 - SATURN AL-IOPD THRESHOLD PEMKO - ALUM - 2`10A or IlOA DOOR SWEEP PEMKO - ALUM - 315CN PULL HANDLE DON-JO - U826D - 1114 KICK PLATE DON -Jo - ALUM - J102 PANIC DEVICE :MONARCH - MAL - 1910LDANE 118 EXISTING Ila 119 EXISTING 119 180 EXISTING 180 181 EXISTING IN 182a EXISTING 182a 182b EXISTING 182b 183 EXISTING I6 183 184 C 3'-0" x T-0" x 13/4" 5(--x646 MTL PNT G 2 184 185 C Y-0" x T-0" x 13/4" SCWD StS MTL PNT C 13 4 185 `, ASY 15fi� . 166 E 3'-0" x T-O" x 13/4" SCWD StS MTL PNT C 1 4 186 161 C 3'-0" x T-0" x 13/4" SGWD S45 MTL PNT C 13 4 181 WD WOOD 3 StS STAINED t SEALED MTL METAL PNT PAINT HCWD HOLLOW CORE WOOD SCWD SOLID CORE WOOD GL GLASS AN ANODIZED FINISH AL ALUMINUM FAG FACTORY FINISH 189a E V-0" x T-0" x 13/4" SCWD Sty 45 MIN, MTL PNT C 1 3,4 e3a 9b X T i89b 190 EXISTING ISO 191 NOT USED 191 192 EXISTING 192 193 EXISTING 193 IN EXISTING 194 195 C 3'-0" x T-0" x 1 3/4" SCWD St8 MTL PNT G 13 4 195 196 C 3'-0" x 1'-0" x 13/4" SGWD StS MTL PNT G 13 4 196 19l lo'-0" x 1'-0" AL/GL AN AL AN -T- H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Arch itectural\A09ab -DOOR-SCHEDULE.dwg, 8/5/2011 10:56:32 AM, DC METAL STUD FRAMING - 8" CONCRETE WINDOW SCHEDULE O "NON -IMPACT" SEE STRUCTURAL BLOCK DRAWINGS 5/8" SMOOTH SAND TYPE SIZE MANF / REMARKS FLOAT FINISH STUCCO DESIGNATION INTERIOR EXTERIO METAL STUD FRAMING - FOIL FACED P SEE STRUCTURAL BLOCKING AS RIGID INSULATION rA CONT. CURTAIN WALL YKK - YCW 150 SSG 2 1/2" x 1 1/2" FRAME WITH I" GLAZING DRAWINGS REQUIRED 4'-0" x 5'-0" YKK - YES 45 N 2" x 4 1/2" FRAME WITH I" GLAZING CURTAIN WALL I/2" G1 PSUM a/4A G V-0" x 5'-0" 1KIC - YES 45 FI 2" x 41/2" FRAME WITH I" GLAZING SYSTEM BY "YKK" BACKER ROD AND SEALANT WALLBOARDp 8'-0" x 2'-0" YKK - YES 45 FI 2" x 41/2" FRAME WITH I" GLAZING E (FIELD VERIFY) 3'-2" x IT-0" YKK - YES 45 FI 2" x 41/2" FRAME WITH I" GLAZING FINISHED FLOOR 8" PRECAST LINTELMATERIAL BLOCK -SEE F 3'-O" x 12'-0" YKK -YES 45 FI 2" x 4I/2" FRAME WITH I" GLAZING BACKER ROD AND STRUCTURAL G (FIELD VERIFY) 10'-8" x 4'-1" YKK - YES 45 FI 2" x 41/2" FRAME WITH I" GLAZING SEALANT H II'-b" x b'-4"I/4" GLASS IN HOLLOW METAL FCONCRETE ICE AND WATER SLAB EXPANSION JOINT MATERIAL 1/2" GYPSUM O DENS -GLASS GOLD I x 3 FURRING K 3'-0" x 3'-0" - 1/4" GLASS IN HOLLOW METAL FRAME CONCRETE SIDEWALK CEILING BOARD SHEATHING AND WOOD L 12'-0" X IT-O" YKK - YES 45 FI 2" X 4 }" FRAME WITH I" GLAZING --P JL4BLOCKING '� ° M 4'-0" x 4'-0" - 1/4" GLASS IN HOLLOW METAL FRAME STEEL TUBE FRAMING - SEE EXTERIOR STRUCTURAL DRAWINGS ALUMINUM COMPOSITE * �}� NOTES PANEL SYSTEM -SEE GENERAL WINDOW CONNECTION ANGLE // BY WALL SECTIONS CURTAIN WALL MFR SEALANT SEALANT ALUMINUM COMPOSITE SEALANT PANEL EXPANSION I. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS. / INTERIOR JOINT INTERIOR CURTAIN WALL SYSTEM STOREFRONT 2. ALL EXTERIOR STOREFRONT WINDOW SYSTEMS ARE TO BE NON -IMPACT RATED INSULATED SOLARSCREEN CRYSTAL BY "YKK" SYSTEM BY "YKK" CHROME (VY-130) REFLECTIVE GLASS BY VIRACON EXTERIOR 3. STOREFRONT FINISH TO BE CLEAR ANODIZED ALUMINUM 4. PRIOR TO INSTALLATION, SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW AND APPROVAL O9 CURTAIN WALL SILL DETAIL 5 CURTAIN WALL I-FEAD DETAIL i STOREFRONT WINDOW HEAD DETAIL WINDOW TYPES SCALE: 3" I'-0" O SCALE: 3" = I'-0" O SCALE: 3" = I'-0" Ell 5 4'-0" 10 (TYP.) 5/8" SMOOTH SAND METAL STUD FRAMING - FLOAT FINISH STUCCO SEE STRUCTURAL EXTERIOR 8" CONCRETE BLOCK 10 IX CONT. BLOCKING SEALANT BACKER ROD AND I I METAL STUD FRAMING - SEALANT EXTERIOR -- E STOREFRONT SYSTEM BY "YKK" SEE STRU TURAL I i x X 0 12 I . X X METAL STUD FRAMING STRUCTURAL D 4, w 1/8" STUCCO OVER METAL a LATH OVER "TYVEK" STUCCO WRAP OVER 1/2" DENS -GLASS 1/2" GYPS M O O Z_I/s" SMOOTH SAND GOLD SHEATHING - - - € i CEILING BOARD FLOAT FINISH STUCCO OVER METAL LATH STEEL TUBE FRAMING - ° OVER "TYVEK" STUCCO SEE STRUCTURAL WRAP OVER 1/2" CURTAIN WALL SYSTEM SEALANT FINISH DENS -GLASS GOLD BY "Y'Kit FLOOR CONNECTION ANGLE BY SHEATHING 9 CURTAIN WALL MFR CURTAIN WALL SYSTEM BACKER ROD AND FOIL FACED P RIGID Q 10 BY "YKK' SEALANT INSULATION 10 TYPICAL CURTAIN WALL SEALANT 5/8" GYPSUM WALLBOARD INTERIOR 1 i 2 Ix3 FURRING 10 10 10 INTERIOR XTERIO 3 O CURTAIN WALL NERD DETAIL --- z STOREFRONT WINDOW JAM5 DETAIL 2 2 10 D SCALE: 3" 1'-0" O SCALE: 3" = 1'-0" @ 10 0 I 0 5/6" SMOOTH SAND EXTERIOR FLOAT FINISH STUCCO SEALANT 3 3 BACKER ROD AND 8" CONCRETE BLOCK S STTEEMRBBY "YKK" 10 © 10 OC SEALANT - FINISH C0 CA FLOOR SEALANT G.W.B. SILL 040 MIL ALUM. 4 4 SILL PAN -SEE 10 10 1/2" GYPSUM Q © WALL BOARD DETAIL 4/AIOb d 2 METAL STUD FRAMING - d 14 STOREFRONT j 4 SEE STRUCTURAL Ix3 FURRING 4 10 SYSTEM BY "YKK" j 5/8" GYPSUM 4 4 WALLBOARD INTERIOR STEEL TUBE COLUMN SEE STRUCTURAL 4 SEALANT 2 2 r - SEALANT 10 10 = IL -' iy FOIL FACED I" RIGID INSULATION 8" CMU FOIL FACED P RIGID INTERIOR INSULATION FINISH FLOOR Ix3 FURRING 5/6" GYPSUM WALLBOARD FLOAT SMOOTH AND FINISH STUCCO O O CURTAIN WALL JAMS DETAIL O � CURTAIN WALL JA M5 DETAIL 3 STOREFRONT WINDOW SILL DETAIL I EQ. EQ. EQ. SCALE: 3" = I'-0" O SCALE: 3" = 1'-0" O SCALE: 3" = I'-0" 10 1<0y r, SEALANT INTERIOR 4 I I 10 STEEL TUBE COLUMN -SEE 10 c 10 STRUCTURAL DRAWINGS EXTERIOR 1 CONNECTION ANGLE BY CURTAIN WALL MFR. CURTAIN WALL SYSTEM 7/8" SMOOTH SAND 0 FLOAT FINISH STUCCO STEEL TUBE FRAMING - BY "YKK" OVER METAL LATH 10 10 `r FINISH .040 MIL FINISH SEE STRUCTURAL OVER "TYVEK" STUCCO _ _ FLOOR ALUM BREAK DRAWINGS ALUMINUM FLASHING WRAP OVER 1/2" METAL AS REQUIRED DENS -GLASS GOLD 5/8" GYPSUM SHEATHING 5 OH 6O ' WALL BOARD ICE AND WATER o SHIELD OVER 1/2" DENS -GLASS GOLD X X SIM. 9b 9b METAL STUD FRAMING - METAL STUD FRAMING - SHEATHING OVER SEE STRUCTURAL ` SEE STRUCTURAL METAL ROOF DECKING DRAWINGS X X i CURTAIN WALL SYSTEM EXTERIOR BY "YKK" \, `. \. . \. I/2 GYPSUM CEILING BOARD I ® X X o SEALANT SEALANT 1 o X X INTERIOR 2 BACKER ROD AND STOREFRONT t YKK 10b j;' ; r SEALANT M METAL STUD FRAMING - SEE STRUCTURAL FINISH m FLOOR CURTAIN WALL OUTSIDE COMER DETAIL O CURTAIN WALL SILL DETAIL 4 STODOUJ ,4D D�T�41L � L 3 SCALE: 3" = 1'-0" SCALE: 3 a I'-0" SCALE: 3" = I'-0" 9b 9b H:\Projects\Projects 2009\0945 - FMC - ZH ASC Expansion\CD\REV.04\Architectural\AlOab - wND-SCHEDLJLE.dwg, 8/5/2011 10:56:15 AM, DC I_T_ I I - REVISIONS BY vE / MER CWG5 4 Ol. 25. II U U • oo . ; o L � d o , ro Z E E w C\l L2. N OC) • oo ro o U Q rn 3 � o S EoN ti n I C N L` N o i L Q — > N o A � 0 � Q CL o � O 1 U z O J N � O •0 U-) C M O M o J � x Q N v w U •L O O Q cLLI y O L t Q M L O o 0 _ M CL IV 0 LL Date: 12. 15. 10 Scale: AS NOTED Project Mgr: JLO Drawn: Drawn Job: 09-45 Sheet Al Oa