Loading...
09-97-011PROP. 4" CONC. SLAB ON GRADE REINF. W/6x6-W1.4xW1.4 W.W.M. OVER 6 MIL VAPOR BARRIER ON FOOTING SCHEDULE TREATED FILL. 7'-2" O rw F_ GLASS x w w REINFORCEMENT REMARKS BOTTOM TOP A B C A B C WF16 A 24 CONT 16" (3) #5 _ (1) #5 @ 24-O.C. _ _ j FIXED _ STEM WALL FOOTING I EXISTING CMU - T-0" FC I1 WALL —� I WOOD PAINT - PRE -FAB WOOD FENCE DR. I I '/2" EXPANSION T-0" 7'-0" - FC11 I JOINT —� - - A `— C TYPE -A A / A C TYPE -B TYPE -C I I COLUMN SCHEDULE I I 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. 2 L� — — WF -24 — 05020 Fti�� r4T FC11 PROP. 4" CONC. SLAB ON GRADE REINF. W/6x6-W1.4xW1.4 W.W.M. OVER 6 MIL VAPOR BARRIER ON CLEAN COMPACTED, TERMITE TREATED FILL. 7'-2" _ Lr u- — — E-1 GLASS FC -1 FCi1 • — EVERY OTHER COURSE FRAME REMARKS: 1 #5 IN 3000 PSI GROUT FILLED F------ WF -24 I CELL @ 36" o.c. — — — — — FC I1 I DIAMETERS 2 Y2" EXPANSION JOINT IN 4" CONC. SLAB ALUM/GLASS (SEE FOUNDATION PLAN IU_ 3: 1/4" SLOPE FOR SIZE AND REINF.) 3 FC I1 48" j FIXED j ALUM/GLASS I I EXISTING CMU - T-0" FC I1 WALL —� I WOOD PAINT - PRE -FAB WOOD FENCE DR. I I '/2" EXPANSION T-0" 7'-0" - FC11 I JOINT —� - - - I I I I FC�1 I I - . Z Co LL1 0010 t I I 2" to Z C.) +W le z•0 C.) CL 0 „x �■ Y4" SLOPE I tV ILL 2 L� — — WF -24 — 05020 Fti�� r4T FC11 U_ U_ A-1 [MllD0.Z L— WF -24 ------ �tla UH •- e- Ci U_ U_ Ya" THK. STEEL PLATE 4X12 GLULAM BREAM 0 THRU BOLT '�` a• a• A307-GALV (TYP.) SIDE VIEW N T.O.WALL +5,-0. GRADE -�^ A --�` CONC. FOOTING (SEE \SCHEDULE FOR SIZE X\�\��\AND REINFORCEMENT) 1 PRIVACY WA A-1 SCALE: 1/2"= V-0" BOTTOM OF EXISTING TRUSSES +9'-7/" 3e" THK . STEEL PLATE .(— 3/8"0 A307 STUDS 4" LONG W/ 1"0 HEADS (4 PLACES) N Ya" THK. BOTT. LANE BACK PLATE 6' HGH. LOW PRIVACY WALL 2 1GLULAM BEAM HANGER DTL. A-1 SCALE: 1/2"= V-0" N PARTIAL FOUNDATION PLAN SCALE: 1/4"= 1'-0" CONSTRUCTION REQUIREMENTS ROOF HEIGHT VERA . 15'-0" A.F.F. OCCUPANCY: M (FAST FOOD RESTAURANT) TOTAL AREA: 1,812 SF. 2 E -di b u�1SP I COLUMNS: 0 EXT. BRG. WALLS: 2 INT. NON-BRG. WALLS: 0 CEILINGS: 0 ROOF: 0 F R GRA E): 0 FINISHES: EXITS CLASS A OR B ACCESS TO EXITS CLASS A OR B OTHER SPACES CLASS A, B OR C Al PER NFPA 101 OCCUPANCY LOAD CALCULATIONS D (PER TABLE 7.3.1.2 NFPA 101) ASSEMBLY: DINING AREA ...................647 SF/15 SF (NET) = 44 L4 KITCHEN AREA ......................... 1,06 SF/100=11 44 TOTAL OCCUPANTS = 55� LL DETAIL CU WINDOW SCHEDULE 8x8" CONC. CAP W/ 2#5 CONT. SIZE TYPE MAT'L. 8x8"x16" CONC. MASONRY UNIT W/ 9 GAUGE LADDER GLASS TYPE HORIZONTAL REINFORC. W EVERY OTHER COURSE FRAME REMARKS: 1 #5 IN 3000 PSI GROUT FILLED 1 CELL @ 36" o.c. — — — — — #5 STARTER BARS ALL SPLICES SHALL BE A MIN. 48 BAR - DIAMETERS 2 Y2" EXPANSION JOINT 48" 4" CONC. SLAB ALUM/GLASS (SEE FOUNDATION PLAN IMPACT FOR SIZE AND REINF.) --�` CONC. FOOTING (SEE \SCHEDULE FOR SIZE X\�\��\AND REINFORCEMENT) 1 PRIVACY WA A-1 SCALE: 1/2"= V-0" BOTTOM OF EXISTING TRUSSES +9'-7/" 3e" THK . STEEL PLATE .(— 3/8"0 A307 STUDS 4" LONG W/ 1"0 HEADS (4 PLACES) N Ya" THK. BOTT. LANE BACK PLATE 6' HGH. LOW PRIVACY WALL 2 1GLULAM BEAM HANGER DTL. A-1 SCALE: 1/2"= V-0" N PARTIAL FOUNDATION PLAN SCALE: 1/4"= 1'-0" CONSTRUCTION REQUIREMENTS ROOF HEIGHT VERA . 15'-0" A.F.F. OCCUPANCY: M (FAST FOOD RESTAURANT) TOTAL AREA: 1,812 SF. 2 E -di b u�1SP I COLUMNS: 0 EXT. BRG. WALLS: 2 INT. NON-BRG. WALLS: 0 CEILINGS: 0 ROOF: 0 F R GRA E): 0 FINISHES: EXITS CLASS A OR B ACCESS TO EXITS CLASS A OR B OTHER SPACES CLASS A, B OR C Al PER NFPA 101 OCCUPANCY LOAD CALCULATIONS D (PER TABLE 7.3.1.2 NFPA 101) ASSEMBLY: DINING AREA ...................647 SF/15 SF (NET) = 44 L4 KITCHEN AREA ......................... 1,06 SF/100=11 44 TOTAL OCCUPANTS = 55� LL DETAIL CU WINDOW SCHEDULE MARK NO. SIZE TYPE MAT'L. FINISH GLASS REMARKS W H FRAME REMARKS: HWR SET 1 IF EMALE1 — — — — — — — — — — — — — — — — - PROVIDE HURRICANE SHUTTERS 2 36" 48" H.R. ALUM/GLASS - IMPACT - 3 40" 48" j FIXED j ALUM/GLASS j IMPACT - WINDOWS NOTE: SAND & REFINISH WINDOW FRAMES. CLEAN UP ALL WINDOWS AND FRAMES. CAULK & SEAL ALL WINDOWS. PAINT EXISTING WINDOWS AND DOORS WITH BLACK ENAMEL FINISH. 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. A) LABOR B) BLDG. COMPONENTS & MATERIALS. C) ALTERNATES. D) ALLOWANCES. E) HOURLY WAGE RATES. F) TOTAL OVERHEAD. G) TOTAL PROFFIT. H) TOTAL PROJECT COST. U Rca7e�nrA.o., NEW CANOPY ABOVE, DOOR SCHEDULE REQ'D. DOOR NO WIDTH HEIGHT THICK TYPE MATERIAL FINISH FRAME REMARKS: HWR SET 1 IF EMALE1 — — — — — — — — — — — — — — — — - - DEVICE,VLOCKS THRE& C O$ERS. HOLD EXIT EXISTING 2 T-0" 6'-8" 1 3/4" FLUSHWOOVOL #3 OD DUAL ACTION NG - 3'-0" 6'-8 1 US S.C.W OD PAINT PRE -H G - # L54 T-0" 6'-0" - FLUSH WOOD PAINT - PRE -FAB WOOD FENCE DR. - • T-0" 7'-0" - FLUSH METAL PAINT - - - NOTE: GLASS DOORS AND ADJACENT PANELS TO BE /% CLASS41 SAFETY.GLAZING - NEW RELOCATED DRIVE-THRU PICK UP WINDOW 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 41/2 x 4 1/2 26D 1 Privacy 5302L 26D 1 Door Stops 236W 32D 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 INSURE THAT SAID NOTICE IS PROMINENTLY POSTED ON THE PROPERTY AND PROTECTED FROM ALL FORMS OF DAMAGE. ALL SUB -CONTRACTORS AND MATERIAL SUPPLIERS SHALL BE MADE AWARE OF THE POSTING OF THIS DOCUMENT AND ARE REQUIRED TO SUBMIT A "NOTICE TO OWNER" BY CERTIFIED MAIL. 5. DISCREPANCIES: WHEN IN THE OPINION OF THE CONTRACTOR A DISCREPANCY EXISTS, HE SHALL PROMPTLY REPORT, IN WRITTING TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF THE WORK IN THE AREA OF QUESTION. 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 EXISTG SANITARY. 4. NEW ELETRICAL & MECHANICAL WORK (SEE ENGINEERING PLANS). 5. THIS PLAN IS TO LEVEL EXISTING KITCHEN FLOOR WITH LEVEL ROCK AND INDUSTRIAL EPDXY FINISH.INEERING PLANS). NO ADDITIONAL SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO CORRECT CONFLICTING FIELD CONDITIONS. - - _ - _ 6. SITE VISIT: PRIOR TO BIDDING OR SUBMITTING ANY PROPOSAL_NE-GENERAL - CONTRACTOR AND EACH SUB -CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL OF THE CONDITIONS UNDER WHICH THIS WORK WILL BE- PERFORMED. E_PERFORMED. 7. THE SPECS & ALL CONSULTANT DRAWINGS ARE SUPPLEMENTAL TO THE - ARCHITECTS DWGS. IT SHALL BE THE CONTRACTOR'S RESHUNSABILITY TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF ANY OF THE CONSULTANTS WORK & TO BRING ANY DISCREPANCIES OR CONFLICTS TO THE ARCHITECTS 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. 5 U' i ING AREA W U I " o Z I Z I X W w U I EXISTING WINDOWS I L----------------- FLOOR---------------- FLOOR PLAN CONSTRUCTION NOTES: " 1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET. 2, AL�,DIMENSIORS AND C%4DITIONST0 BE FIELD VERIFIED B FORE 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. 8. 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 ANp►l►41+11", CLEAN AT ALL TIMES `: L Ot • uY �, 10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDINGt' v`r STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOV1(JV OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT -A- CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE OBTAINED, �- PRIOR TO DOING THE WORK. i REQUIRED PLUMBING FIXTURES Rca7e�nrA.o., NEW CANOPY ABOVE, BE mv4eaadd REQ'D. PROV'D ENGINEERED AND INSTALLED PROV'D MALE BY AWNING MANUFACTURER — — — — — — — — — — — — — — 1 Y200 1 IF EMALE1 — — — — — — — — — — — — — — — — — — — — V EXISTING WINDOWS EXISTING WINDOWS - tn " #3 In • •; AN U C LL • .. (V o I - . Z Co LL1 0010 t to Z C.) +W le z•0 C.) CL 0 „x �■ 2 05020 Fti�� r4T A-1 [MllD0.Z �tla ■■i -MA ■■■!: MItt1■ !L7�,7 ■NK.6!� Now= sM 0 W_ _ . -I- --- .. =AM I 4X12 LAMINATED W NERVE ■ WOOD BEAM @ 10'-0" ■■� =MME A.F.F. NOON■■■ I A 5 U' i ING AREA W U I " o Z I Z I X W w U I EXISTING WINDOWS I L----------------- FLOOR---------------- FLOOR PLAN CONSTRUCTION NOTES: " 1. MINIMUM REQUIRED FLAME SPREAD CLASSIFICATION AS PER CONSTRUCTION REQUIREMENTS TABLE AT THIS SHEET. 2, AL�,DIMENSIORS AND C%4DITIONST0 BE FIELD VERIFIED B FORE 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. 8. 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 ANp►l►41+11", CLEAN AT ALL TIMES `: L Ot • uY �, 10. ALL MATERIALS AND WORKMANSHIP SHALL FOLLOW THE BUILDINGt' v`r STANDARDS. IN THE EVENT CONFLICTING INFORMATION IS SHOV1(JV OR DESCRIBED, THE ARCHITECT SHALL BE NOTIFIED SO THAT -A- CLARIFICATION OF THE INTENT OF THESE PLANS MAY BE OBTAINED, �- PRIOR TO DOING THE WORK. i REQUIRED PLUMBING FIXTURES TOILET LAVATORY REQ'D. PROV'D REQ'D. PROV'D MALE Y75 1 Y200 1 IF EMALE1 j75 1 Y200 1 LEGEND: NEW 8" CMU WALL EXISTING EXTERIOR WALL TO REMAIN NEW INTERIOR PARTITIONS ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF TECTONICS ASSOCIATES, INC. AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BYOR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF TECTONICS ASSOCIATES, INC. WRITTEN DIMENSIONS OF THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. SHOP DETAILS MUST BE SUBMITTED TO THIS OFFICE FOR APPROVAL BEFORE PROCEEDING WITH FABRICATION. t, 04 - tn " In • •; LL • .. 1 CID Z A Cl - . Z Co LL1 0010 t to Z C.) +W le z•0 C.) CL 0 05020 ■M ►s■?,4' ■■i -MA ■■■!: MItt1■ ■NK.6!� Now= sM 0 ■■■`' =AM NERVE ■ ■■� =MME � NOON■■■ ONE ■■■ 0 MINES= LL ■■�mMWE ■C WE ■ ►�JMlffm ■Mai; ■■ iii'■: • NOON■■ . 10 LL • ■MMA :T0 ■�__��■ ■■.��■�■ • . ■■�■�■ � ��i�Er� � CL■F71IME-b_q0 ■N► SIM■ 10 CD00 10 mwam NOON♦■■ MMMMMMMMMM■■■■■ MNMMMMMM■MMMMMM NNMNMMEMOMMM■ME EE ■■ ■■ No No EM MEN ■■■No SON ■MMMMMM■M■ ■■MMMMNEMM MNMMMNMNMM NON ON ■■ n ONE ■■NOME■■■nON■■ NMMNMMNMMMMNMMM .: 12-10-08 - • : ro .. ,. FIRE ID 03/12/09 WASA & FIRE - ,© 03/19/09 FIRE /p .• FIRE I numberproject 08146 t sheet of