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HomeMy WebLinkAbout16 D3.1B.pdf44'-0"44'-0"44'-0"44'-0" 41 ' - 9 " 40 ' - 0 " 40 ' - 0 " 45 ' - 6 " 45 ' - 6 " 45 ' - 6 " 45 ' - 6 " 46'-6"102'-2"6'-4"21'-5" 44'-0"44'-0"44'-0"44'-0" 9.39.19.08.0 7. 0 6. 0 5. 0 4. 0 3. 0 2. 0 1. 0 I H G F E 44'-0"44'-0"44'-0"44'-0" 41 ' - 9 " 40 ' - 0 " 40 ' - 0 " 45 ' - 6 " 45 ' - 6 " 45 ' - 6 " 45 ' - 6 " 46'-6"102'-2"6'-4"21'-5" 44'-0"44'-0"44'-0"44'-0" 9.39.19.08.0 7. 0 6. 0 5. 0 4. 0 3. 0 2. 0 1. 0 I H G F E 1'-0"1'-6"1'-0" 1'-4" 1' - 0 " ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF SLOPE ROOF EXPANSION JOINT RO O F I N G HE I G H T TR A N S I T I O N 160116 09 09 09 07 09 09 18 14 040603 1105 17 07 07 07 07 1010 10 9'-0" 7' - 6 " 6' - 6 " 7' - 0 " 6' - 6 " 9'-0" 7' - 6 " 6' - 6 " 7' - 0 " 6' - 6 " 9'-0" 7' - 6 " 6' - 6 " 7' - 0 " 6' - 6 " 9'-0" 7' - 6 " 6' - 6 " 7' - 0 " 6' - 6 " 9'-0" 7' - 6 " 6' - 6 " 7' - 0 " 6' - 6 " [E]W24x76 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E]14K3[E]14K3[E]14K3[E]14K3[E]14K3[E]14K3[E]14K3[E]14K1[E]8K1[E]8K1 [E]14K4[E]14K4[E]14K1[E]10K1[E]8K1[E]8K1 [E]W21x44 T/ [E] STEELEL.= +117'-101516"T/ [E] STEELEL.= +117'-10 3/4"T/ [E] S T E E L EL.= + 1 1 7 ' - 1 1 13 16 " T/ [E] S T E E L EL.= + 1 1 7 ' - 1 13 16 " T/ [ E ] S T E E L EL . = + 1 1 7 ' - 1 0 12" T/ [ E ] S T E E L EL . = + 1 1 7 ' - 1 13 16 " T/ [ E ] S T E E L EL . = + 1 1 8 ' - 5 916 " T/ [ E ] S T E E L EL . = + 1 1 7 ' - 1 1 11 16 " T/ [ E ] S T E E L EL . = + 1 1 8 ' - 5 916 " T/ [ E ] S T E E L EL . = + 1 1 8 ' - 5 916 " [E]W24x76 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E ] W 2 4 x 6 8 [E]W24x76 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E ] W 2 4 x 6 8 [E]W24x76 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E ] W 2 4 x 6 8 [E ] W 2 4 x 7 6 [E ] W 2 4 x 7 6 [E ] W 2 4 x 7 6 T/ [ E ] S T E E L EL . = + 1 1 8 ' - 2 34" T/ [ E ] S T E E L EL . = + 1 1 8 ' - 2 34" [E ] 2 6 K 8 TY P . E A C H J O I S T B A Y [E ] 2 6 K 8 TY P . E A C H J O I S T B A Y [E ] 2 6 K 8 TY P . E A C H J O I S T B A Y [E ] 2 6 K 8 TY P . E A C H J O I S T B A Y [E]ROOF SLOPE [E ] R O O F S L O P E [E ] R O O F S L O P E [E ] R O O F S L O P E [E]ROOF SLOPE[E]ROOF SLOPE MA T C H LI N E [E ] R O O F S L O P E [E ] R O O F S L O P E [E ] R O O F S L O P E [E]ROOF SLOPE [E]ROOF SLOPE[E]ROOF SLOPE EXISTING ASPHALT ROOF AT ADJACENT TENANT, NO CHANGE. CONTRACTOR SHALLMAINTAIN LEAK FREE CONDITION AND REPAIR IF DAMAGE OCCURS.EXISTING RTU TO REMAIN. CONTRACTOR SHALL CONFIRM ROUTING OF GAS MAIN DOESNOT INTERFERE WITH ROOF MODIFICATIONS. CONTRACTOR SHALL COORDINATEREROUTING GAS FEED WITH LANDLORD PRIOR TO BEGINNING MODIFICATIONS, IFREQUIRED.EXISTING SINGLE PLY ROOF SYSTEM. CONTRACTOR SHALL KEEP INTERIOR SPACE DRYDURING MODIFICATION OF ROOF STRUCTURE.EXISTING ROOF FRAMING SHOWN FOR REFERENCE.EXISTING ROOF EXPANSION, AND ROOF SYSTEM TRANSITION, TO REMAIN.CONTRACTOR SHALL REVIEW EXISTING ROOF PITCH AND ROOF DRAIN CONFIGURATION.CONTRACTOR SHALL MAINTAIN REQUIRED ROOF DRAINAGE DURING ROOF MODIFICATIONS.EXISTING ROOF DRAIN WITH ADJACENT OVERFLOW DRAIN.DEMO CANOPY STRUCTURE COMPLETE AS SHOWN. CONTRACTOR SHALL REMOVE ALL ROOFDRAIN PIPING, WHICH DISCHARGES ONTO GRADE AT SIDEWALK CURB.DEMO RTU UNITS COMPLETE, INCLUDING GAS PIPING. REUSE POWER FEED IF POSSIBLE.ALL ROOF TOP EQUIPMENT SHALL BE LOCATED TO AREA DETERMINED BY LANDLORD, WITHINTENT TO BE REUSED. EACH UNIT SHALL BE PLACED ON WOOD PALLET.DEMO ROOF STRUCTURE AS SHOWN. COORDINATE WITH NEW ROOF FRAMING PLANSTRUCTURAL FRAMING THAT IS TO REMAIN.CONTRACTOR SHALL CLEANLY SEVER ROOF MEMBRANE WHICH IS TO REMAIN. PREPAREEXISTING ROOF SYSTEM FOR NEW FLASHED IN CONSTRUCTION.DEMO ROOF SCREENING SYSTEM COMPLETE. CONTRACTOR SHALL REMOVE UNUSED CURBSAND REPAIR ROOF TO LIKE NEW CONDITION.CAREFULLY DEMO CANOPY TO EXTENT SHOWN TO REMAIN. INSTALL CLOSURE 34" PLYWOODEXTERIOR GRADE ON EXPOSED OPEN ENDS FOR SECURITY.EXISTING ROOF HATCH.REMOVE ROOF VENTS AND PIPE FLUE, REPAIR ROOF TO LIKE NEW CONDITION.EXISTING MASONRY PARAPET WITH METAL COPING. REFER TO ROOF PLAN FOR PARAPETHEIGHT EXTENSION AND REQUIRED FLASHING.EXISTING SKYLIGHT AT ADJACENT TENANT, NO CHANGE.COORDINATE MODIFICATIONS TO GAS PIPING WITH EXISTING TENANT. SHUT DOWN ANDRESTART EQUIPMENT SHALL BE INCLUDED IN BID.010203040506070809101112131415161718 THE CONTRACTOR IS RESPONSIBLE FOR BECOM I N G F A M I L I A R W I T H T H E D E M O L I T I O N A N D ARCHITECTURAL DRAWINGS. FIELD VERIFY ALL C O N D I T I O N S A N D D I M E N S I O N S B E F O R E BIDDING OR START OF ANY DEMOLITION WORK . C O N T R A C T O R M U S T N O T I F Y T H E ARCHITECT OF ANY DISCREPANCIES.1.DEMOLITION AT NO TIME PRIOR TO OR DURING C O N S T R U C T I O N S H A L L J E O P A R D I Z E T H E INTEGRITY OF THE EXISTING BUILDING.2.THE CONTRACTOR TO PROTECT FROM DAMAGE A L L E X I S T I N G F I N I S H W O R K T H A T I S T O REMAIN. ANY DAMAGE CAUSED BY DEMOLITION O R C O N S T R U C T I O N I S T O B E R E P A I R E D T O ORIGINAL STATE BY THE CONTRACTOR AT NO A D D I T I O N A L C O S T T O T H E OWNER/ARCHITECT.3.THIS PLAN SHOWS GENERAL DEMOLITION WOR K T O B E P E R F O R M E D A N D D O E S N O R E L I E V E THE CONTRACTOR FROM OTHER DEMOLITION W O R K R E Q U I R E D T O P R O D U C E T H E B U I L D I N G MODIFICATION SHOWN ON REMAINING CONSTR U C T I O N D O C U M E N T S . 4.DISPOSAL OF WASTE MATERIALS AND DEBRIS: E X C E P T W H E R E N O T E D , O T H E R W I S E A L L REMOVED MATERIALS BECOME THE PROPERTY O F T H E G E N E R A L C O N T R A C T O R W H O S H A L L PROMPTLY AND LEGALLY DISPOSE OF SAME, TO G E T H E R W I T H A L L D E B R I S R E S U L T I N G F R O M HIS WORK AWAY FROM OWNERS PROPERTY. SU C H R U B B I S H A N D D E B R I S S H A L L B E REMOVED EACH DAY AND AT THE JOB COMPLET I O N A N D A T S U C H O T H E R T I M E S A S T H E RUBBISH MAY ACCUMULATE TO THE EXTENT OF I N T E R F E R I N G W I T H T H E J O B P R O G R E S S O R BUILDING OPERATION.5.ALL MECHANICAL, ELECTRICAL, AND PLUMBING S Y S T E M S T H A T A R E T O B E REMOVED/ABANDONED SHALL BE CAPPED AT IT ' S S O U R C E . 6.CONTRACTOR IS RESPONSIBLE TO REVIEW ENT I R E S E T A N D U N D E R S T A N D S C O P E O F W O R K . DEMOLITION PLANS DEFINE SPECIFIC AREAS OF W O R K A N D M A Y N O T D E T A I L F U L L S C O P E REQUIRED TO COMPLETE WORK.7.CONTRACTOR SHALL PERFORM ALL DEMOLITION W O R K I N A C C O R D A N C E W I T H A L L F E D E R A L , STATE AND LOCAL REQUIREMENTS.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR O B T A I N I N G A L L R E Q U I R E D P E R M I T S F O R DEMOLITION WORK AND ASSOCIATED UTILITY D I S C O N N E C T F E E S . 9.THE CITY OF CARMEL AND THE OWNER SHALL B E N O T I F I E D A T L E A S T 4 8 H O U R S P R I O R T O THE START OF CONSTRUCTION.10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR N O T I F Y I N G A L L U T I L I T Y C O M P A N I E S P R I O R TO BEGINNING DEMOLITION WORK FOR THE EX A C T L O C A T I O N S O F T H E U T I L I T I E S . T H E CONTRACTOR SHALL ARRANGE FOR THE DISCON N E C T I O N , P R O T E C T I O N O R R E L O C A T I O N O F ANY EXISTING UTILITY SERVICES, INCLUDING W A T E R , S E W E R , G A S , E L E C T R I C , T E L E P H O N E , AND CABLE.11.THE CONTRACTOR IS REQUIRED TO ASSURE HIM S E L F O F L O C A T I O N A N D D E P T H O F EXISTING UTILITIES AND RELATED FEATURES A N D S H A L L R E P O R T A T O N C E T O T H E O W N E R OR ENGINEER ANY DISCREPANCIES WITH RESPE C T T O I N F O R M A T I O N I N D I C A T E D I N T H E CONTRACT DOCUMENTS.12.ALL BITUMINOUS PAVEMENT AND BUILDING MA T E R I A L S S H A L L B E R E M O V E D T O A N O F F S I T E LOCATION. GRAVEL BASE MATERIALS SHALL BE S T O C K P I L E D O N S I T E A N D U S E D F O R TEMPORARY ROADS OR GENERAL FILL, AS APPR O V E D B Y T H E L A N D L O R D . A N Y B A S E MATERIALS REMAINING UPON COMPLETION OF T H E P R O P O S E D I M P R O V E M E N T S S H A L L B E HAULED TO AN OFFSITE LOCATION.13. GA S , T E L E P H O N E A N D E L E C T R I C D I S T R I B U T I O N S Y S T E M R E M O V A L S A N D A D J U S T M E N T S SH A L L B E D O N E B Y R E S P E C T I V E U T I L I T Y C O M P A N I E S A N D P A I D F O R S E P A R A T E L Y B Y OW N E R . C O N T R A C T O R S H A L L B E R E S P O N S I B L E F O R T H E C O O R D I N A T I O N O F T H I S W O R K IN C I D E N T A L T O T H E C O N T R A C T . A L L E N V I R O N M E N T A L R E M E D I A T I O N W I L L B E C O M P L E T E D BY O W N E R P R I O R T O S T A R T O F C O N S T R U C T I O N . 14 . AL L E X I S T I N G U T I L I T I E S A R E T O R E M A I N I N S E R V I C E U N L E S S S P E C I F I C A L L Y S H O W N T O B E RE M O V E D . 15 . AL L P I P E S T O B E A B A N D O N E D I N P L A C E S H A L L B E P L U G G E D W I T H B R I C K A N D M O R T A R . 16 . TH E C O N T R A C T O R S H A L L E N S U R E T H A T A L L A D J O I N E D A R E A S , I N C L U D I N G A D J A C E N T ST R E E T S A N D D R I V E W A Y S , S H A L L B E F R E E O F D E B R I S A T A L L T I M E S . 17 . AL L A B A N D O N E D S A N I T A R Y S E W E R S S H A L L B E P L U G G E D O N B O T H E N D S W I T H T W O F O O T LO N G N O N - S H R I N K C O N C R E T E O R M O R T A R P L U G . 18 . CO N T R A C T O R I S R E S P O N S I B L E F O R C O O R D I N A T I N G A L L D E M O L I T I O N W O R K R E Q U I R E D F O R EA C H P H A S E O F T H E P R O J E C T W I T H T H E L A N D L O R D . IF U N A N T I C I P A T E D M E C H A N I C A L , E L E C T R I C A L , O R S T R U C T U R A L E L E M E N T S T H A T C O N F L I C T WI T H I N T E N D E D F U N C T I O N O R D E S I G N A R E E N C O U N T E R E D , I N V E S T I G A T E A N D M E A S U R E BO T H N A T U R E A N D E X T E N T O F C O N F L I C T , S U B M I T R E P O R T T O T H E L A N D L O R D I N W R I T T E N AC C U R A T E D E T A I L . P E N D I N G R E C E I P T O F D I R E C T I O N F R O M T H E L A N D L O R D , R E A R R A N G E SE L E C T I V E D E M O L I T I O N S C H E D U L E A S N E C E S S A R Y T O C O N T I N U E O V E R A L L J O B P R O G R E S S WI T H O U T D E L A Y . RE P A I R D E M O L I T I O N P E R F O R M E D I N E X C E S S O F T H A T R E Q U I R E D . R E T U R N S T R U C T U R E S AN D S U R F A C E S T O R E M A I N T O C O N D I T I O N S E X I S T I N G P R I O R T O C O M M E N C E M E N T O F DE M O L I T I O N W O R K . R E P A I R A D J A C E N T C O N S T R U C T I O N O R S U R F A C E S S O I L E D O R D A M A G E D BY D E M O L I T I O N W O R K . NO T E S O N D E M O L I T I O N P L A N A R E T Y P I C A L A N D N O T A L W A Y S R E P E A T E D I N E V E R Y IN S T A N C E . C O N T R A C T O R T O F I E L D V E R I F Y E X A C T L O C A T I O N S . 19 . 20 . 21 . 22 . DESCRIPTION:BY:DATE:REV. NUMBER:CERTIFICATION:PR O J E C T N U M B E R SH E E T T I T L E SH E E T N U M B E R THESE DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THESE DRAWINGS AND SPECIFICATIONS SHALL NOT BE USED BY ANY PERSON OR ENTITY ON OTHER PROJECTS, FOR ADDITIONS TO THIS PROJECT, OR COMPLETION OF THIS PROJECT-WHEN PHASED-WITHOUT THE WRITTEN CONSENT OF C + T, LTD. Copyright ‹ 2013 DRAWN: CHECKED: ISSUED PERMIT: DATE 12/18/2013 BID: CAMBURAS & THEODORE 2454 E. Dempster Ste 202 Des Plaines, IL 847-298-1525 847-390-8130 www.camburasandtheodore.com IL. FIRM DESIGN #184-003563 MAJOR A 12/18/2013 55 0 0 3 2206 E. 116TH ST. CARMEL, IN PA R T I A L RO O F D E M O PL A N B D3 . 1 B SC A L E : N T S KE Y P L A N 2 NO R T H PL A N "B " NO R T H KNKEYED NOTES 1PARTIAL FLOOR PLAN "B" SC A L E : 3 / 3 2 " = 1 ' - 0 " GNGENERAL NOTES NO R T H