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09-846-001T.O. WALL +5'-0 GRADE i axa" CONC. CAP W/ 2#5 CONT. axa x16" CONC. MASONRY NT U I W/ 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE -----1 #5 IN 3000 PSI GROUT FILLED CELL @ 48" o.c. #5 STARTER BARS ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS 7" EXPANSION JOINT 4" CONC. SLAB F(SEE FOUNDATION PLAN FOR SIZE AND REIN F.) CONC. FOOTING (SEE SCHEDULE FOR SIZE AND REINFORCEMENT) PRIVACY WALL DETAIL A-1 SCALE: 1/21' V-0" PROP, 4" CONC. SLAB ON GRADE FOOTING SCHEDULE TOILET j �,�• J k O r J HO h Q C7 E.., Q REINFORCEMENT REMARKS BOTTOM TOP A 6' gaFCL C A OVER 6 MIL VAPOR BARRIER ON C WF20 A 20" CONT 16" (3) #5 - (1) #5 @ 241-o.C. BOTTOM OF EXISTING ❑Z�pOz�a. �W� I-WLLO COQCJQpYU) _ STEM WALL FOOTING TREATED FILL. --4X12 OOddm(ZOio (FU W 1^t TRUSSES +9'-77" Al ■ENEMEM ■MAA■M■ ■MRMMMM ■MNRM■■ MMMEEMN ■NEEM■M ■■EN■■■ ■ENN■■■ GLULAM ■■■A■■■ • A C TYPE -A A A C TYPE -B TYPE -C 6 -2�� BEAM COLUMN SCHEDULE ■NEEMW ■■M■■�:■ TYPE SIZE AND REINFORCEMENT REMARKS FC -1 1# 5 VERT. IN CONC. FILLED BLOCK CELL FC' S @ 4'-0" O.C. MAX. C-1 8" x 12" CONC. COLUMN W/4 * 5 VERT,+ # 3 TIES @ 8" O.C. C-2 8" x 16" CONC. COLUMN W/6 # 5 VERT.+ # 3 TIES @ 8" O.C. 4- o ' o IL ■Luf■ig■ r - WF -20- - ■MM■■■■ T.O. WALL +5'-0 GRADE i axa" CONC. CAP W/ 2#5 CONT. axa x16" CONC. MASONRY NT U I W/ 9 GAUGE LADDER TYPE HORIZONTAL REINFORC. EVERY OTHER COURSE -----1 #5 IN 3000 PSI GROUT FILLED CELL @ 48" o.c. #5 STARTER BARS ALL SPLICES SHALL BE A MIN. 48 BAR DIAMETERS 7" EXPANSION JOINT 4" CONC. SLAB F(SEE FOUNDATION PLAN FOR SIZE AND REIN F.) CONC. FOOTING (SEE SCHEDULE FOR SIZE AND REINFORCEMENT) PRIVACY WALL DETAIL A-1 SCALE: 1/21' V-0" PARTIAL FOUNDATION PLAN SCALE: 1/4"= V-0" CONSTRUCTION REQUIREMENTS ROOF HEIGHT AVERAGE: 15'-0" A,F,F- OCCUPANCY: M (FAST FOOD RESTAURANT) TOTAL AREA: 1,812 SF. TYPE III B, UNSPRINKLED REQUIREMENTS: COLUMNS: 0 EXT. BRG, WALLS: 2 INT. NON-BRG. WALLS: 0 CEILINGS: 0 ROOF: 0 FLOORS (ON GRADE): 0 FINISHES: EXITS CLASS A OR B ACCESS TO EXITS CLASS A OR B OTHER SPACES CLASS A, B OR C PER NFPA 101 ALTERATION-LEVEL2 OCCUPANCY LOAD CALCULATIONS (PER TABLE 7.3.1.2 NFPA 101) ASSEMBLY: DINING AREA ...................647 SF/15 SF (NET) = 44 KITCHEN AREA .......................... 1,068 SF/100 = 11 TOTAL OCCUPANTS = 55 CONSTRUCTION NOTES: 1. BIDDING TO OWNER: PROPOSALS SHALL BE SUBMITTED TO THE OWNER ON THE CONTRACTOR'S LETTERHEAD STATIONARY AND SHALL INCLUDE THE FOLLOWING: A) A COPY OF THE CONTRACTOR'S CERTIFICATION AND/OR LIENSE. B) PROOF OF INSURANCE. C) A LOCAL BANK REFERENCE. D) A LIST OF ALL BUILDING COMPONENTS INCLUDED OR EXCLUDED FROM PROPOSAL.' E) ITEMS OF THE JOB INCLUDED AS AN "ALLOWANCE". F) TOTAL PROJECT COST. G) A CONSTRUCTION TIME SCHEDULE FROM THE DATE OF COMMENCEMENT TO THE DATE OF COMPLETION. 2. CONTRACT FOR CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE A COMPLETE LINE ITEM COST BREAKDOWN FOR ALL ITEMS OF THE WORK INCLUDED IN THE BID PROPOSAL. THIS LIST SHALL BE INCORPORATED INTO THE CONTRACT FOR CONSTRUCTION AND SHALL AT THE MINIMUM SHOW THE VALVES OF THE FOLLOWING. 3. EXCLUSIONS: UNLESS SPECIFIED OTHERWISE, THE FOLLOWING ITEMS ARE NOT INCLUDED IN THIS CONTRACT, SEE OWNER FOR ALL APPLICABLE REQUIREMENTS AND CONTRACT ADJUSMENTS. A) CABINETRY B) CARPETING C) WALL COVERING. D) MUSIC SYSTEM. E) TELEPHONE SYSTEM. F) FOOD SERVICE EQUIPMENT. G) FIRE ALARM AND SECURITY SYSTEMS. H) PAGING SYSTEMS. 1) ILLUMINATED IGNS. J) EXTERIOR METAL CANOPY. K) FURNITURE 4. NOTICE OF COMMENCEMENT: THE CONTRACTOR SHALL ASSIST THE OWNER IN THE PREPARATION AND FILING OF NOTICE OF COMMENCEMENT. HE SHALL it 7 • NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELDD CON ITIONb. 6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERAL W •; CONTRACTOR AND EACH SUB-CONTRACTbR SHALL VISIT THE JOB SITE AND ; VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE • PERFORMED. 7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECT'S DWGS. IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE ••' INSTALLATION OF ANY OF THE CONSULTANT'S WORK & TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT'S ATTENTION IN WRITTING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER. .. , 1 A) LABOR INSURE THAT SAID NOTICE IS PROMINENTLY POSTED ON THE PROPERTY AND _-,» x •+ B) BLDG. COMPONENTS & MATERIALS. PROTECTED FROM ALL FORMS OF DAMAGE. ALL SUB -CONTRACTORS AND C) ALTERNATES. MATERIAL SUPPLIERS SHALL BE MADE AWARE OF THE POSTING OF THIS D) ALLOWANCES. DOCUMENT AND ARE REQUIRED TO SUBMIT A "NOTICE TO OWNER" BY E) HOURLY WAGE RATES. CERTIFIED MAIL.1 "(3 ' F) TOTAL OVERHEAD. 5. DISCREPANCIES: WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY l "' G) TOTAL PROFFIT. EXISTS, HE SHALL PROMPTLY REPORT, IN WRITTING TO THE ARCHITECT PRIOR H) TOTAL PROJECT COST. TO THE COMMENCEMENT OF THE WORK IN THE AREA OF QUESTION. NEW CANOPY ABOVE, ENGINEERED AND INSTALLED BY AWNING MANUFACTURER ----------�---- F-------- ---- ......,...._.._._..- -.1 + 43.x0 I EXISTING WINDOWS EXISTING WINDOW - 48.03 I W/(4)#5 VERT. AND #3 DO P ' ( TIES @ 12" o.c. W W LANDSCAPED AREA U, 11 ANDSCAPED AREA riN C1 � I 31-411 131-2"`J O (V z I 4'-0" 3'-2" A.F.F. WALL C-2 CJ o EL C. PANEL ACC SS PARTITION 1 1'41�M- \ M CLEAR FLOOR AR A CLAD IN TILE I I fn A-1 z A-5 A I ED I �y ---- I I X II OFFICE 4'-3" 14'-5" w � I 6.. 6 -10"4 T -O" - - - J U 3 (CO° I W 4X12 LAMINATED Q W KIN COOLER N --------- --_ -- WOOD BEAM @10'-0" NEW OR 36" WIDE / I A.F.F. + 41.60 UTILITY SIN MINIMUM 0 °' LINE OF -45.70 MINIMUM HEA ROO OMER1 \ 7'-6"' A.F.F. CEILING ABOVE 1" 2 �N 1• -M - POUR CoNC. SL A D 1 A-5 2 3 I i I TOPCOAT, PRO 1 E WALK-IN Y4 SLOP KITCHEN AREAi 10'-9., COOLER I I N r b r U I 5._6• 411 T-0" 6" 6"-10" I I 40'-101„ 1 6" LE EPDXY REF./FRZ. BY OTHERS, CLAD BOTH FACES WITH CHICAGO BRICK I I U SUBMIT DWGS AND VENEER BY CULTURED STONE© SPECS. MODEL: CHICAGO USED CB -4054 I I DINING AREA EP �TILE PREPA TION AREA1 a'a'°Oz I I 22'-3° o F 11'_712" I I 1 r" I C-2 2 i= � I EXISTING DOOR OPENING CONC. COLUMN `? w 1 E BLOCK:-66" UP Q W/(4)# RT. AND #3 �� A-1 + 46.82 TIES @ 12" 6'-2" wIcr r-ke - 50.94 15._9.. FINISH HARDWARE Item: Manufacturer: Acceptable Subs: Butts: Hager McKinney, Soss, Stanley. Locks: Yale Russwin, Sargent, Schlage. Closers: Norton LCN, Sargent. Flush Bolts: Hager Glynn -Johnson, Door Stops: Hager Glynn -Johnson. Kick Plate: Hager Hiawatha. Exit Device: Yale Adams-Rite,Sargent. Treshold: Pemko Reese, Zero Weatherstrip: Pemko Reese, Zero Hardware numbers are taken from the manufacturer's catalogs listed. Acceptable substitutes of equal quality and characteristics may be bid. H.W. Set #2 - Each door to have: 1 1/2 Pair Hinges BB1279 4 1/2 x 4 1/2 26D 1 Privacy 5302L 26D 1 Door Stops 236W 32D SCOPE OF WORK: 1. THIS PLAN IS TO POUR 4" CONC. SLAB AS SHOWN. 1. BUILD NEW GYPSUM BOARD DEMISING/PARTITION WALL AS SHOWN. 2. ADD NEW INTERIOR DOORS AS SHOWN 3. NEW PLUMBING TO CONNECT WITH EXIST'G SANITARY. 4. NEW ELETRICAL & MECHANICAL WORK (SEE ENGINEERING PLANS). 5. THIS PLAN IS TO LEVEL EXISTING KITCHEN FLOOR WITH LEVEL ROCK AND INDUSTRIAL EPDXY FINISKINEERING PLANS). EXISTING WINDOWS I------.-... - ( _ -J FLOOR PLAN SCALE: 1/4"= V-0" I CONSTRUCTION NOTES: 1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET. 2. ALL DIMENSIONS AND CONDITIONS TO BE FIELD VERIFIED BEFORE PROCEEDING WITH WORK. 3. CONTRACTOR TO REPORT AND RECORD ANY EXISTING DAMAGE PRIOR TO CONSTRUCTION AND SHALL REPAIR ALL NEW DAMAGE TO MATCH ADJOINING SURFACES. 4. ALL DOORS SHALL BE PROPERLY CAULKED WITH AN APPROVED CAULKING COMPOUND. 5. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND KIND OF INTERIOR FINISHES DESIRED BY OWNER, NOT SPECIFIED. 6. CONTRACTOR TO NOTIFY OWNER IN ADVANCE OF ANY NECESSARY POWER, WATER OR SEWER OUTAGES, AND SHALL KEEP INCONVENIENCES TO A MINIMUM. 7. CONTRACTOR SHALL PROPERLY PATCH AND REPAIR ALL WORK DISTURBED BECAUSE OF THIS NEW WORK AND TO MATCH ALL ADJOINING WORK. S. PROVIDE CLASS ABC FIRE EXTINGUISHERS (UL-2A10BC) AT THE RATE OF 1 PER 2,500 S.F., AS PER LOCAL FIRE MARSHALL HAVING JURISDICTION ON THE LOCATIONS INDICATED ON PLAN. 9. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL RUB- BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT AND CLEAN AT ALL TIMES 10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDING STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT A CLARIFICATION OF THE INTENT OF THESE PLANS MAY OBTAINED, PRIOR TO DOING THE WORK. REQUIRED PLUMBIN PROP, 4" CONC. SLAB ON GRADE • • Y Y • U TOILET j �,�• J k O r J LAVATORY REQ'D. PRO D REINF, W/6x6-W1.4xW1.4 W.W.M. PROV'D MALE 75 1 6' gaFCL yoo 1 OVER 6 MIL VAPOR BARRIER ON %" THK. 1 rO��czi=z=I yoo 1 z!'Q=§'-ww'QrdO<zn Of LL CLEAN COMPACTS ERMITE STEEL PLATE BOTTOM OF EXISTING ❑Z�pOz�a. �W� I-WLLO COQCJQpYU) z wwz0°w wz�r TREATED FILL. --4X12 OOddm(ZOio (FU W U2: TRUSSES +9'-77" ■ENEMEM ■MAA■M■ ■MRMMMM ■MNRM■■ MMMEEMN ■NEEM■M ■■EN■■■ ■ENN■■■ GLULAM ■■■A■■■ • ■■NE■■� ■EJC■M 6 -2�� BEAM %" THK ■NEEMW ■■M■■�:■ j ■NNEERM STEEL PLATE • ■■irM.�0 ■ESEME■ . 0 FC -1 I I ICDI I Q I M 4- o ' o IL ■Luf■ig■ r - WF -20- - ■MM■■■■ "10 N307 STUDS ■M■■■■■ ■■■■■■ 1 :. LONG W/ 1.0 HEADS (4 1, 4� No No No No No ME ■■ ■■ ■■■■■■■■■■■■■M■ MMMMMMMMMMMEMMM ■■■■■■■■■■■■■■■ I � PLACES) a FC11 0 THRU BOLT /4' 4'LL 4 I IYs" Y4" SLOPE A307-GALV (TYR.) BOTT. LANE SIDE VIEW BACK PLATE DRIVE THRU DISPLA FC11 inI AND ORDER PANEL BY OTHERS EXISTING CM O WALL 2 G L U LAM BEAM HANGER DT 4. FC11 IA SCALE: 1/2"= V-0" Q I Y2" EXPANSION -1 ' JOINT-\ N I I N I FCJ1 I I Li Y," SLOP o IN I FC11 I I L_ -WF-20 - - PARTIAL FOUNDATION PLAN SCALE: 1/4"= V-0" CONSTRUCTION REQUIREMENTS ROOF HEIGHT AVERAGE: 15'-0" A,F,F- OCCUPANCY: M (FAST FOOD RESTAURANT) TOTAL AREA: 1,812 SF. TYPE III B, UNSPRINKLED REQUIREMENTS: COLUMNS: 0 EXT. BRG, WALLS: 2 INT. NON-BRG. WALLS: 0 CEILINGS: 0 ROOF: 0 FLOORS (ON GRADE): 0 FINISHES: EXITS CLASS A OR B ACCESS TO EXITS CLASS A OR B OTHER SPACES CLASS A, B OR C PER NFPA 101 ALTERATION-LEVEL2 OCCUPANCY LOAD CALCULATIONS (PER TABLE 7.3.1.2 NFPA 101) ASSEMBLY: DINING AREA ...................647 SF/15 SF (NET) = 44 KITCHEN AREA .......................... 1,068 SF/100 = 11 TOTAL OCCUPANTS = 55 CONSTRUCTION NOTES: 1. BIDDING TO OWNER: PROPOSALS SHALL BE SUBMITTED TO THE OWNER ON THE CONTRACTOR'S LETTERHEAD STATIONARY AND SHALL INCLUDE THE FOLLOWING: A) A COPY OF THE CONTRACTOR'S CERTIFICATION AND/OR LIENSE. B) PROOF OF INSURANCE. C) A LOCAL BANK REFERENCE. D) A LIST OF ALL BUILDING COMPONENTS INCLUDED OR EXCLUDED FROM PROPOSAL.' E) ITEMS OF THE JOB INCLUDED AS AN "ALLOWANCE". F) TOTAL PROJECT COST. G) A CONSTRUCTION TIME SCHEDULE FROM THE DATE OF COMMENCEMENT TO THE DATE OF COMPLETION. 2. CONTRACT FOR CONSTRUCTION: THE CONTRACTOR SHALL PROVIDE A COMPLETE LINE ITEM COST BREAKDOWN FOR ALL ITEMS OF THE WORK INCLUDED IN THE BID PROPOSAL. THIS LIST SHALL BE INCORPORATED INTO THE CONTRACT FOR CONSTRUCTION AND SHALL AT THE MINIMUM SHOW THE VALVES OF THE FOLLOWING. 3. EXCLUSIONS: UNLESS SPECIFIED OTHERWISE, THE FOLLOWING ITEMS ARE NOT INCLUDED IN THIS CONTRACT, SEE OWNER FOR ALL APPLICABLE REQUIREMENTS AND CONTRACT ADJUSMENTS. A) CABINETRY B) CARPETING C) WALL COVERING. D) MUSIC SYSTEM. E) TELEPHONE SYSTEM. F) FOOD SERVICE EQUIPMENT. G) FIRE ALARM AND SECURITY SYSTEMS. H) PAGING SYSTEMS. 1) ILLUMINATED IGNS. J) EXTERIOR METAL CANOPY. K) FURNITURE 4. NOTICE OF COMMENCEMENT: THE CONTRACTOR SHALL ASSIST THE OWNER IN THE PREPARATION AND FILING OF NOTICE OF COMMENCEMENT. HE SHALL it 7 • NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELDD CON ITIONb. 6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL THE GENERAL W •; CONTRACTOR AND EACH SUB-CONTRACTbR SHALL VISIT THE JOB SITE AND ; VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE • PERFORMED. 7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECT'S DWGS. IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE ••' INSTALLATION OF ANY OF THE CONSULTANT'S WORK & TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECT'S ATTENTION IN WRITTING FOR CLARIFICATION. IMPROPERLY INSTALLED WORK SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS EXPENSE AND AT NO EXPENSE TO THE ARCHITECT, HIS CONSULTANTS OR THE OWNER. .. , 1 A) LABOR INSURE THAT SAID NOTICE IS PROMINENTLY POSTED ON THE PROPERTY AND _-,» x •+ B) BLDG. COMPONENTS & MATERIALS. PROTECTED FROM ALL FORMS OF DAMAGE. ALL SUB -CONTRACTORS AND C) ALTERNATES. MATERIAL SUPPLIERS SHALL BE MADE AWARE OF THE POSTING OF THIS D) ALLOWANCES. DOCUMENT AND ARE REQUIRED TO SUBMIT A "NOTICE TO OWNER" BY E) HOURLY WAGE RATES. CERTIFIED MAIL.1 "(3 ' F) TOTAL OVERHEAD. 5. DISCREPANCIES: WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY l "' G) TOTAL PROFFIT. EXISTS, HE SHALL PROMPTLY REPORT, IN WRITTING TO THE ARCHITECT PRIOR H) TOTAL PROJECT COST. TO THE COMMENCEMENT OF THE WORK IN THE AREA OF QUESTION. NEW CANOPY ABOVE, ENGINEERED AND INSTALLED BY AWNING MANUFACTURER ----------�---- F-------- ---- ......,...._.._._..- -.1 + 43.x0 I EXISTING WINDOWS EXISTING WINDOW - 48.03 I W/(4)#5 VERT. AND #3 DO P ' ( TIES @ 12" o.c. W W LANDSCAPED AREA U, 11 ANDSCAPED AREA riN C1 � I 31-411 131-2"`J O (V z I 4'-0" 3'-2" A.F.F. WALL C-2 CJ o EL C. PANEL ACC SS PARTITION 1 1'41�M- \ M CLEAR FLOOR AR A CLAD IN TILE I I fn A-1 z A-5 A I ED I �y ---- I I X II OFFICE 4'-3" 14'-5" w � I 6.. 6 -10"4 T -O" - - - J U 3 (CO° I W 4X12 LAMINATED Q W KIN COOLER N --------- --_ -- WOOD BEAM @10'-0" NEW OR 36" WIDE / I A.F.F. + 41.60 UTILITY SIN MINIMUM 0 °' LINE OF -45.70 MINIMUM HEA ROO OMER1 \ 7'-6"' A.F.F. CEILING ABOVE 1" 2 �N 1• -M - POUR CoNC. SL A D 1 A-5 2 3 I i I TOPCOAT, PRO 1 E WALK-IN Y4 SLOP KITCHEN AREAi 10'-9., COOLER I I N r b r U I 5._6• 411 T-0" 6" 6"-10" I I 40'-101„ 1 6" LE EPDXY REF./FRZ. BY OTHERS, CLAD BOTH FACES WITH CHICAGO BRICK I I U SUBMIT DWGS AND VENEER BY CULTURED STONE© SPECS. MODEL: CHICAGO USED CB -4054 I I DINING AREA EP �TILE PREPA TION AREA1 a'a'°Oz I I 22'-3° o F 11'_712" I I 1 r" I C-2 2 i= � I EXISTING DOOR OPENING CONC. COLUMN `? w 1 E BLOCK:-66" UP Q W/(4)# RT. AND #3 �� A-1 + 46.82 TIES @ 12" 6'-2" wIcr r-ke - 50.94 15._9.. FINISH HARDWARE Item: Manufacturer: Acceptable Subs: Butts: Hager McKinney, Soss, Stanley. Locks: Yale Russwin, Sargent, Schlage. Closers: Norton LCN, Sargent. Flush Bolts: Hager Glynn -Johnson, Door Stops: Hager Glynn -Johnson. Kick Plate: Hager Hiawatha. Exit Device: Yale Adams-Rite,Sargent. Treshold: Pemko Reese, Zero Weatherstrip: Pemko Reese, Zero Hardware numbers are taken from the manufacturer's catalogs listed. Acceptable substitutes of equal quality and characteristics may be bid. H.W. Set #2 - Each door to have: 1 1/2 Pair Hinges BB1279 4 1/2 x 4 1/2 26D 1 Privacy 5302L 26D 1 Door Stops 236W 32D SCOPE OF WORK: 1. THIS PLAN IS TO POUR 4" CONC. SLAB AS SHOWN. 1. BUILD NEW GYPSUM BOARD DEMISING/PARTITION WALL AS SHOWN. 2. ADD NEW INTERIOR DOORS AS SHOWN 3. NEW PLUMBING TO CONNECT WITH EXIST'G SANITARY. 4. NEW ELETRICAL & MECHANICAL WORK (SEE ENGINEERING PLANS). 5. THIS PLAN IS TO LEVEL EXISTING KITCHEN FLOOR WITH LEVEL ROCK AND INDUSTRIAL EPDXY FINISKINEERING PLANS). EXISTING WINDOWS I------.-... - ( _ -J FLOOR PLAN SCALE: 1/4"= V-0" I CONSTRUCTION NOTES: 1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET. 2. ALL DIMENSIONS AND CONDITIONS TO BE FIELD VERIFIED BEFORE PROCEEDING WITH WORK. 3. CONTRACTOR TO REPORT AND RECORD ANY EXISTING DAMAGE PRIOR TO CONSTRUCTION AND SHALL REPAIR ALL NEW DAMAGE TO MATCH ADJOINING SURFACES. 4. ALL DOORS SHALL BE PROPERLY CAULKED WITH AN APPROVED CAULKING COMPOUND. 5. CONTRACTOR SHALL COORDINATE AND VERIFY WITH OWNER TYPE AND KIND OF INTERIOR FINISHES DESIRED BY OWNER, NOT SPECIFIED. 6. CONTRACTOR TO NOTIFY OWNER IN ADVANCE OF ANY NECESSARY POWER, WATER OR SEWER OUTAGES, AND SHALL KEEP INCONVENIENCES TO A MINIMUM. 7. CONTRACTOR SHALL PROPERLY PATCH AND REPAIR ALL WORK DISTURBED BECAUSE OF THIS NEW WORK AND TO MATCH ALL ADJOINING WORK. S. PROVIDE CLASS ABC FIRE EXTINGUISHERS (UL-2A10BC) AT THE RATE OF 1 PER 2,500 S.F., AS PER LOCAL FIRE MARSHALL HAVING JURISDICTION ON THE LOCATIONS INDICATED ON PLAN. 9. CONTRACTOR IS RESPONSIBLE FOR THE LEGAL REMOVAL OF ALL RUB- BISH AND DEBRIS FROM THE PREMISES. KEEP PREMISES NEAT AND CLEAN AT ALL TIMES 10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDING STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOWN OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT A CLARIFICATION OF THE INTENT OF THESE PLANS MAY OBTAINED, PRIOR TO DOING THE WORK. REQUIRED PLUMBIN FIXTURES • • Y Y • U TOILET j �,�• J k O r J LAVATORY REQ'D. PRO D REQ'D. PROV'D MALE 75 1 6' gaFCL yoo 1 FEMALE 75 1 rO��czi=z=I yoo 1 LEGEND: NEW 8" CMU WALL EXISTING EXTERIOR WALL TO REMAIN H NEW INTERIOR PARTITIONS I' :Y'` X31" r • • UOU•U ••• r Y • • 6 Q �,Y • • Y Y • U WW Qwz:,0 z •Y.•mZ V Q 7 w �,�• J k O r J > z i~ � w�dr I.) z. aoo� T,7=3 Yy.Z,Wzo°X.. s...]IQ,.z U c U GJ w- 00u,Jj r u p J w x IL -0 �z, MZ w�L� �u7yU�tLLOvi0 �,OW�0EO=Z� 6' gaFCL c?, w o g�b( w ren w LL Y r j UWdELWww[ U n z t K w 0 z uQ©�v�rn�� �otn zdzwwW,-)- Lk, rO��czi=z=I x` q w z z<1 6 I~ W (_ `2O 0 6 w z H >_ § U1NW HrrOC7', z!'Q=§'-ww'QrdO<zn Of LL c��o���wv�� w1 �01 Cd aO �njtcnro�w w°Y p<v=wi' Q W K�zC7Z.�UC�F.w�a°. ❑Z�pOz�a. �W� I-WLLO COQCJQpYU) z wwz0°w wz�r °10 �'orr��zU)i� wo OOddm(ZOio (FU W U2: date 12-10-08 REVISED BY: ONE D+B ■■■■■■■ ■MMMMMM 03/05/09 FIRE 2 co • ■■Nr■r.■ 03/19/09 FIRE LO 03/23/09 FIRE 8 • ■■��■�■ ■■■�■.■ ■■■LMAM ■■Mlil:r Of LL C OEM -Nom ■MM■MM■ ■■��■N■ ■EME■EM ■MrMMtM 2 ■ERNM :M ■■OMMUM ■NNE■■■ ■EWNMEM ■MERNME ■ENEMEM ■MAA■M■ ■MRMMMM ■MNRM■■ MMMEEMN ■NEEM■M ■■EN■■■ ■ENN■■■ ■■■A■■■ • ■■NE■■� ■EJC■M ■■LIN''■a■ • ■NEEMW ■■M■■�:■ ■NNEERM • ■■irM.�0 ■ESEME■ . 0 ■■EMME--■ ■M'��■r ■ ' ■■rid■►1■ ■■1/E►1■ IL ■Luf■ig■ •■MMMMMM ' •• ■MM■■■■ ■M■■■■■ ■■■■■■ ■MMMMMMMMMMMMNM EMEMMEMMEMEMMEM No No No No No ME ■■ ■■ ■■■■■■■■■■■■■M■ MMMMMMMMMMMEMMM ■■■■■■■■■■■■■■■ EMEEM momMM MMM MEMEMEMEME MNMMMMMNMM - ME ■■■■■■■■■■ ■■■ mom- No date 12-10-08 REVISED BY: ONE D+B 1 03/05/09 FIRE 2 03/12/09 WASH & FIRE 3 03/19/09 FIRE 4 03/23/09 FIRE 8 09/25/09 B.D.C. DU1�0t1�� i M,tAPw',1 - = QT. srRuer'Usz ,L , -crro>v project number T V. :r 08146 fyy ,t; 0 i I;1Fa -sheet t A-1 cT n t of