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Home My WebLink About6606 Gall Blvd0 U n N 0 0 w E /1 r- K I r r"1 A I 1. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL CONFORM TO THE 2004 FLORIDA BUILDING CODE WITH 2O06 REVISIONS, ALL APPLICABLE FEDERAL AND LOCAL CODES, AND UTILITY COMPANY REQUIREMENTS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE EC FROM PROVIDING THAT ITEM. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL-LISTED AND LABELED. EC SHALL PROVIDE ALL LABOR NECESSARY FOR A COMPLETE AND PROPERLY OPERATING SYSTEM. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 4. COORDINATE ALL ELECTRICAL WORK WITH THAT OF OTHER TRADES AND AVOID INTERFERENCE WITH STRUCTURES AND WITH WORK OF OTHER TRADES. 5. BEFORE SUBMITTING BID, CONTRACTOR SHALL VISIT AND BE RESPONSIBLE FOR HAVING ASCERTAINED LOCAL CONDITIONS SUCH AS LOCATION, ACCESSIBILITY AND GENERAL CHARACTER OF THE SITE, EXTENT OF REMOVAL AND INSTALLATION WORK. THE CONTRACTOR SHALL FULLY EXAMINE ALL DRAWINGS RELATING TO THE WORK AND BECOME COMPLETELY INFORMED OF THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND OF THE PREVAILING EXISTING CONDITIONS. NO ALLOWANCES SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO AVAIL HIMSELF OF THIS INFORMATION. 6. BEFORE ORDERING ANY MATERIALS OR EQUIPMENT, THE EC SHALL SUBMIT ENGINEERING DATA FOR ALL MATERIALS AND EQUIPMENT HE PROPOSES TO FURNISH AND INSTALL. THE EC SHALL BE RESPONSIBLE FOR CHECKING EQUIPMENT DIMENSIONS OF THE PROPOSED SUBSTITUTE EQUIPMENT AND SHALL BE RESPONSIBLE FOR IT FITTING IN THE SPACE AVAILABLE. THE COST OF ANY REDESIGN CAUSED BY A SUBSTITUTION SHALL BE BORNE BY THE EC. 7. THE EC SHALL DO ALL CUTTING, DRILLING AND PATCHING REQUIRED BY HIS WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT, UNLESS APPROVED BY THE ENGINEER. 8. THE EC SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGES HE CAUSES. 9. EC SHALL PROVIDE A ONE-YEAR WARRANTY FROM THE DATE OF SUBSTANTIAL COMPLETION THAT COVERS ALL DEFECTS IN WORKMANSHIP OR MATERIALS. 10. EC SHALL MAINTAIN TWO SETS OF PROGRESS DRAWINGS INDICATING ALL CHANGES IN EQUIPMENT OR LOCATION FROM THE DESIGN DOCUMENTS. EC SHALL PROVIDE ONE SET OF PROGRESS DRAWINGS FOR ENGINEER'S REVIEW AT SUBSTANTIAL COMPLETION. 11. PROVIDE TWO OPERATION AND MAINTENANCE MANUALS TO OWNER PRIOR TO PROJECT CLOSE OUT. MANUALS SHALL INCLUDE SUBMITTAL DATA STATING EQUIPMENT RATINGS AND SELECTED OPTIONS FOR ALL EQUIPMENT REQUIRING MAINTENANCE. ROUTINE MAINTENANCE PROCEDURES SHALL BE CLEARLY IDENTIFIED. MANUALS SHALL INCLUDE NAME AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. GROUNDING 1. PROVIDE A COMPLETE GROUNDING SYSTEM FOR THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY ARTICLE 250 OF THE NEC. 2. ALL GROUNDING WIRE, LUGS, JUMPERS AND BUS SHALL BE COPPER. GROUND RODS SHALL BE 5/8" DIAMETER BY 10-FOOT COPPER -CLAD, STEEL RODS. 3. ALL FEEDER AND BRANCH CIRCUITS SHALL CONTAIN AN EQUIPMENT -GROUND WIRE. NO METAL CONDUIT OF ANY KIND OR LENGTH SHALL BE USED AS THE EQUIPMENT -GROUNDING CONDUCTOR. 4. EQUIPMENT -GROUNDING CONDUCTORS AND STRAPS SHALL BE SIZED IN ACCORDANCE WITH THE NEC, UNLESS OTHERWISE NOTED. ALL EQUIPMENT -GROUNDING CONDUCTORS SHALL BE PROVIDED WITH GREEN INSULATION EQUIVALENT TO THE INSULATION ON THE ASSOCIATED PHASE CONDUCTORS. 5. METAL AND CONCRETE POLES SUPPORTING OUTDOOR LIGHTING FIXTURES SHALL BE GROUNDED WITH A SUPPLEMENTAL GROUND ROD IN ADDITION TO THE BRANCH CIRCUIT EQUIPMENT -GROUNDING CONDUCTOR. 6. GROUNDING CONDUCTORS SHALL BE CONTINUOUS. NO SPLICING OF CONDUCTORS UNLESS ALLOWED BY THE NEC. 7. MAKE GROUNDING CONNECTIONS IN SUCH A MANNER AS TO MINIMIZE THE POSSIBILITY OF GALVANIC ACTION OR ELECTROLYSIS. SELECT CONNECTORS, CONNECTION HARDWARE, CONDUCTORS AND CONNECTION METHODS SO DIRECTLY CONTACTED METALS WILL BE GALVANICALLY COMPATIBLE. 8. MEASURE GROUNDING -ELECTRODE SYSTEM RESISTANCE AND PROVIDE THE TEST REPORT TO THE ENGINEER VERIFYING COMPLIANCE WITH REQUIREMENTS. IDENTIFICATIONS 1. COMPLY WITH GOVERNING REGULATIONS AND REQUESTS OF GOVERNING AUTHORITIES FOR IDENTIFICATION OF ELECTRICAL WORK. 2. DYMO (OR EQUIVALENT) LABELS SHALL NOT BE USED. 3. APPLY SELF -ADHERING VINYL OR HEAT -SHRINK PLASTIC CABLE/CONDUCTOR IDENTIFICATION MARKERS ON EACH CABLE AND CONDUCTOR IN EACH BOX, ENCLOSURE, OR CABINET WHERE WIRES OF MORE THAN ONE CIRCUIT ARE PRESENT, EXCEPT WHERE ANOTHER FORM OF IDENTIFICATION, SUCH AS COLOR -CODED CONDUCTORS, IS PROVIDED. MATCH IDENTIFICATION WITH MARKING SYSTEM USED IN PANELBOARDS, SHOP DRAWINGS AND CONTRACT DOCUMENTS. 4. DELAY INSTALLATION OF IDENTIFICATION UNTIL PAINTING IS COMPLETE. BOXES 1. INTERIOR OUTLET BOXES SHALL BE GALVANIZED STEEL, MINIMUM 14-GAUGE, NO LESS THAN 4' SQUARE 1-1/2" DEEP, WITH EXTENSION RINGS AND MOUNTING BRACKETS. 2. JUNCTION AND PULL BOXES SHALL HAVE SCREW -ON COVERS OR LOCKING HINGED COVERS. NEMA 1 BOXES SHALL BE USED INDOORS. NEMA 3R BOXES WITH THREADED HUBS SHALL BE USED OUTDOORS. 3. OUTLET BOXES SHALL BE RIGIDLY AND SECURELY FASTENED IN PLACE. 4. BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE 314. 5. ALL CONDUIT CONNECTORS AND ENTRY HUBS SHALL BE INSULATED OR HAVE INSULATED BUSHINGS. ELECTRICAL SPECIFICATIONS TrrTi r, i � 1. THOROUGHLY CLEAN THE ELECTRICAL EQUIPMENT AND ASSOCIATED ELECTRICAL MATERIALS BEFORE ENERGIZATION OF ANY PART OF THE ELECTRICAL SYSTEM. IT IS THE EC'S RESPONSIBILITY TO HAVE ALL THE ELECTRICAL EQUIPMENT, RACEWAYS, CABLING, CABLE INSULATION AND OTHER RELATED ELECTRICAL SYSTEMS TESTED. ALL TEST RESULTS SHALL BE RECORDED, DATED AND SUBMITTED TO THE ENGINEER AND OWNER FOR RECORD. TEST PROCEDURES AND RESULTS SHALL BE PER NETA STANDARDS. IN THE ABSENCE OF RELEVANT NETA STANDARDS, THE EC SHALL SUBSTITUTE APPROPRIATE TEST PROCEDURES FROM IEEE OR ANSI. THE SUBSTITUTE TEST PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONDUCTING THE TESTS. 2. THE EC SHALL VERIFY THAT EACH KEY SYSTEM INTERFACES CORRECTLY WITH ALL RELATED SYSTEMS. THE EC SHALL FURNISH ALL TEST DATA TO THE ENGINEER VERIFYING THAT ALL SYSTEMS HAVE BEEN INSTALLED CORRECTLY AND ARE WORKING TOGETHER TO PROVIDE A COMPLETE, OPERATIONAL ELECTRICAL SYSTEM AS DESIGNED. WIRE AND CABLE 1. ALL WIRE SHALL BE COPPER WITH INSULATION RATED AT 600-VOLTS, 75-DEGREES CELSIUS MINIMUM. WIRE SHALL BE SOLID TYPE THHN OR THWN UP TO SIZE 10 AWG AND STRANDED TYPE THWN, XHHW, OR THHN FOR SIZE 8 AWG AND LARGER (UNLESS OTHERWISE NOTED). 2. MINIMUM WIRE SIZES SHALL BE #12 FOR POWER WIRING AND #14 FOR CONTROL WIRING. 3. MOLDED CONNECTORS (WIRE NUTS) MAY BE USED FOR SPLICING SIZE 10 AWG OR SMALLER WIRES ON LIGHTING AND RECEPTACLE CIRCUITS ONLY. ALL OTHER WIRING SHALL BE SPLICED WITH BARREL SPLICES, LUGS AND/OR TERMINAL BLOCKS OR APPROVED MOLDED CONNECTORS. 4. TERMINAL LUGS SHALL BE MECHANICAL CLAMP OR COMPRESSION TYPE, UNLESS PART OF A CIRCUIT BREAKER OR SWITCH ASSEMBLY. SET -SCREW TYPE LUGS, IN WHICH THE SET SCREW BEARS DIRECTLY ON THE CONDUCTOR, SHALL NOT BE USED. 5. SPECIAL LUGS MAY BE REQUIRED TO ACCOMMODATE CONDUCTOR SIZES SHOWN ON THE DRAWINGS. EC SHALL VERIFY LUG REQUIREMENTS FOR ALL CIRCUIT BREAKERS AND EQUIPMENT TERMINALS AND SHALL PROVIDE CORRECT LUGS AS REQUIRED. 6. FEEDERS AND SERVICE LATERALS SHALL NOT BE SPLICED WITHOUT ENGINEER'S WRITTEN APPROVAL. 7. BRANCH CIRCUIT CONDUCTORS SHALL BE INCREASED, AS REQUIRED, TO PROVIDE A MAXIMUM THREE PERCENT VOLTAGE DROP. 8. INSTALL WIRE CABLES AND CONNECTORS IN COMPLIANCE WITH NEC ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND NECA'S "STANDARD OF INSTALLATION." 9. METAL -CLAD CABLE MAY BE USED IN INDOOR ACCESSIBLE AREAS ONLY. NOT FOR CONCEALED LOCATIONS. METAL -CLAD CABLE SHALL HAVE EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250.122. 10. COLOR CODE SERVICE, FEEDER AND BRANCH CIRCUIT CONDUCTORS WITH FACTORY -APPLIED COLOR AS FOLLOWS: CONDUCTOR 120 208V 277 480V PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GREY OR WHITE WITH COLOR STRIPE GROUND GREEN GREEN ISOLATED GND GREEN/YELLOW RACEWAY 1. USE THE FOLLOWING WIRING METHODS: INDOORS OUTDOORS CONCEALED EMT RMC, IMC OR RNC EXPOSED EMT RMC, IMC OR RNC DAMP LOCATIONS RMC OR RNC UNDERGROUND RNC CONNECTIONS TO LFMC, LFNC LFMC OR LFNC VIBRATING EQUIPMENT OR FMC BOXES/ENCLOSURES NEMA 1 NEMA 3R 2. MINIMUM CONDUIT SIZE SHALL BE 3/4'. 3. ALL RACEWAY SHALL COMPLY WITH THE NEC AND ALL STATE AND LOCAL REGULATIONS. 4. ALL NEW RACEWAYS IN FINISHED AREAS SHALL BE CONCEALED, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. GROUT AROUND ALL CONDUITS AT CEILING, FLOOR AND WALL PENETRATIONS TO PROVIDE AN AIRTIGHT SEAL. ALL FLOOR SLAB AND FIRE -RATED WALL PENETRATIONS SHALL BE SEALED WITH FIREPROOF COMPOUND. 6. GROUP TOGETHER EXPOSED CONDUIT WHERE POSSIBLE. INSTALL ALL CONDUITS EITHER PARALLEL OR PERPENDICULAR TO THE BUILDING SURFACES. MOUNT ON CHANNEL STRUT SUPPORTS OR BUILDING STRUCTURE 7. ALL CONDUITS SHALL BE RIGIDLY SUPPORTED TO THE BUILDING STRUCTURE. THE MAXIMUM SPACING OF SUPPORTS SHALL BE AS FOLLOWS: A. VERTICAL RUNS - 10 FEET B. HORIZONTAL RUNS - 8 FEET CONDUITS SHALL NOT BE SUPPORTED FROM SUSPENDED CEILING -SUPPORT WIRES. B. ALL CONDUIT BENDS SHALL BE MADE WITH AN APPROVED CONDUIT BENDER AND NO BEND SHALL HAVE A CENTERLINE RADIUS LESS THAN SIX TIMES THE DIAMETER OF THE CONDUIT. 9. EC SHALL COORDINATE RACEWAY IN SLAB WITH STRUCTURAL ENGINEER. 10. USE RACEWAY FITTINGS THAT ARE OF TYPES COMPATIBLE WITH THE ASSOCIATED RACEWAY AND SUITABLE FOR THE USE AND LOCATION. EMT FITTINGS SHALL BE STEEL OR CAST SET -SCREW TYPE INDOOR AND STEEL COMPRESSION TYPE OUTDOOR. 11. INSTALL EXPANSION COUPLINGS IN THE SLAB WHEN CROSSING BUILDING EXPANSION JOINTS OR OTHER LOCATIONS REQUIRED BY NEC. DEVICES 1. EC SHALL VERIFY COLOR, LOCATION AND MOUNTING HEIGHT OF ALL DEVICES AND WALLPLATES WITH ARCHITECT PRIOR TO INSTALLATION. 2. DEVICES SHALL BE LEVITON OR EQUIVALENT, AS INDICATED BELOW: DUPLEX RECEPTACLE 5362 SINGLE RECEPTACLE 5361 GFCI RECEPTACLE 6899 IG RECEPTACLE 8300-IQ SINGLE -POLE SWITCH 1221-2 DOUBLE -POLE SWITCH 1222-2 THREE-WAY SWITCH 1223-2 3. RECEPTACLE AND SWITCH WALLPLATES ARE TO BE NYLON WALLPLATES, GANGED TO MATCH THE INSTALLED DEVICES. DEVICE WALLPLATES IN KITCHEN, BAR AND WAITRESS STATION TO BE STAINLESS STEEL. EQUIPMENT 1. EC IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL EQUIPMENT SHOWN ON THE DRAWINGS. ALL MANUFACTURERS' SPECIFICATIONS SHALL BE FOLLOWED CONCERNING THE INSTALLATION OF ALL EQUIPMENT. ANY SPECIAL MANUFACTURERS' REQUIREMENTS NECESSARY FOR THE PROPER OR SAFE INSTALLATION OF EQUIPMENT, REGARDLESS OF WHETHER THE AFOREMENTIONED SPECIAL REQUIREMENTS ARE INDICATED ON THE DRAWINGS, SHALL BE AT THE EXPENSE AND RESPONSIBILITY OF THE EC. 2. EC IS RESPONSIBLE FOR THE PURCHASE, RIGGING, ERECTION, INSTALLATION AND FUNCTIONAL OPERATION OF ALL ELECTRICAL EQUIPMENT, EXCEPT WHERE NOTED. 3. ALL LOCATIONS OF EQUIPMENT AND FIXTURES ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENT TO SUIT FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 4. COORDINATE ALL RECEPTACLES, PLUGS, WIRING AND LOCATIONS WITH THE EQUIPMENT PROVIDED PRIOR TO ROUGH -IN. PANELBOARDS 1. ALL PANELBOARDS SHALL BE EQUIPPED WITH A HINGED, LOCKING DOOR. TWO KEYS SHALL BE FURNISHED WITH EACH CABINET AND ALL LOCKS ON ALL CABINETS SHALL BE KEYED ALIKE. 2. WHERE PANELS OCCUR ADJACENT TO ONE ANOTHER, THE TOPS OF THE PANELS SHALL BE MOUNTED AT THE SAME HEIGHT. 3. PANELBOARDS SHALL BE PAINTED WITH GRAY LACQUER, RUST -PREVENTATIVE PRIMER. SIDES AND TOP OF SURFACE -MOUNTED PANELS SHALL BE PAINTED TO MATCH FRONTS. 4. BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND SHALL BE OF THE AMBIENT COMPENSATED, THERMAL MAGNETIC TYPE, WHICH WILL PROVIDE INVERSE TIME DELAY OVERLOAD AND INSTANTANEOUS SHORT CIRCUIT PROTECTION. VOLTAGE AND CURRENT RATINGS SHALL BE AS INDICATED ON THE DRAWINGS. 5. PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANEL AND PLACE INSIDE THE PANEL DOOR. THE DIRECTORY SHALL LIST ALL ROOMS SERVED BY EACH BREAKER, USING THE OWNER'S ROOM NUMBERS. DIRECTORIES SHALL BE INSTALLED IN A METAL DIRECTORY FRAME WITH CLEAR PROTECTIVE COVER. SPARES AND SPACES SHALL BE NOTED. 6. PANELS 68-INCHES OR LESS IN HEIGHT SHALL BE INSTALLED WITH THE TOP OF THE PANEL 6-FEET ABOVE THE FINISHED FLOOR. ALL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH NEC 404 AND 408. 7. EACH PANEL SHALL BE EQUIPPED WITH A GROUND BUS. 8. CIRCUIT BREAKERS SHALL BE MANUFACTURED BY THE MANUFACTURER OF THE PANELBOARDS. 9. MOUNT PANELS IN LOCATIONS SHOWN, MAKING SURE THAT CODE -REQUIRED CLEARANCES EXIST. 10. IF PAINT IS DAMAGED DURING SHIPPING OR INSTALLATION, DAMAGED PORTION SHALL BE SANDED UNTIL SMOOTH AND ENTIRE PANEL REPAINTED. 11. ALL BUS SHALL BE COPPER. 12, PROVIDE ENGRAVED, LAMINATED PLASTIC NAMEPLATE ON EACH PANELBOARD MOUNTED WITH EPDXY. 13. FOR FLUSH PANELBOARDS, SUPPLY ONE 3/4" CONDUIT FROM PANEL TO ABOVE ACCESSIBLE CEILING FOR EACH THREE SPARE BREAKERS OR SPACES TO PROVIDE FOR FUTURE BREAKERS. 14. PROVIDE FLASH HAZARD WARNING MARKER IN ALL NEW PANELS. 15. AFTER BUILDING IS IN OPERATION, EC SHALL MEASURE PANELBOARD LOADS AND REARRANGE CIRCUITS AS NECESSARY TO BALANCE PHASE LOADS WITHIN 20 PERCENT. COORDINATE WITH OWNER. LIGHTING 1. ALL EXIT AND EMERGENCY LIGHTING IS TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 2. INSTALL LUMINAIRES AND POLES ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 3. CLEAN UNITS AFTER INSTALLATION AND ADJUST LUMINAIRES, AS REQUIRED. 4. LIGHTING CONTROL RELAY PANEL SHALL BE CAPABLE OF ACCEPTING TWO #10 CONDUCTORS ON BOTH LINE AND LOAD SIDE. 5. LIGHTING CONTROL MANUFACTURER SHALL PROVIDE COMMISSIONING OF THE INSTALLED SYSTEM INCLUDING ENGRAVING OF KEYPAD BUTTONS. 6. LIGHTING CONTROL MANUFACTURER SHALL PROVIDE A MINIMUM OF FOUR HOURS OF OWNER TRAINING ON SYSTEM OPERATION. A AFF AFG AHJ AHU AIC ANSI ATS BKR BLDG C CAB CIR CU CWP EC EF EM EMS EWC EWH FAC P FARA FATC FPL FTL GEN GFCI GND HOA HP HPS IEEE I KVA KW MCC MH M LO NEC NEUT NL NO NTS OC PC PE PNL REC STB TC TVSS TYP UPS UON V VFD WP XFMR BLTI1_DIN(3 SHP, Ll (-)IMJ W1T11 ALL 4PPL1C0.BLE 3-JiLDLN6, ELECTRICAL, P1,UN4_Bl C- AND TAECHP,NICAi CODES ABBREVIATIONS AMPERES ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AUTHORITY HAVING JURISDICTION AIR HANDLING UNIT AMPERE INTERRUPTING CURRENT AMERICAN NATIONAL STANDARDS INSTITUTE AUTOMATIC TRANSFER SWITCH BREAKER BUILDING CONDUIT CABINET CIRCUIT COPPER COLD WATER PIPE ELECTRICAL CONTRACTOR EXHAUST FAN EMERGENCY ENERGY MANAGEMENT SYSTEM ELECTRIC WATER COOLER ELECTRIC WATER HEATER FIRE ALARM CONTROL PANEL FIRE ALARM REMOTE ANNUNCIATOR FIRE ALARM TERMINAL CABINET FLORIDA POWER AND LIGHT FEED THROUGH LUGS GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GROUND HAND -OFF -AUTOMATIC HORSEPOWER HIGH PRESSURE SODIUM INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS ISOLATION GROUND KILOVOLT -AMPERES KILOWATT MOTOR CONTROL CENTER METAL HALIDE MAIN LUGS ONLY NATIONAL ELECTRICAL CODE NEUTRAL NIGHT LIGHT NUMBER NOT TO SCALE ON CENTER PHOTOCELL PROGRESS ENERGY PANELBOARD RECEPTACLE SYSTEMS TERMINAL BOARD TIME CLOCK TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL UNINTERRUPTABLE POWER SUPPLY UNLESS OTHERWISE NOTED VOLT VARIABLE FREQUENCY DRIVE WEATHERPROOF TRANSFORMER RFWTEW DA T E:_)�_2-? CITY OF.Zl pHyRi;I 1 _ BUI[LD1,NG OPP4-IAI. DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 U z 0 (D copyright 0 W L. revisions: A 0 0 drawn: checked date: prof. no 0`_ N4_� Ln Lr) 6 � i O U U lb 00 00 N r\ r\ CD CD v c o o s Q a� 00 N c c,.) 0 _0 O c .} 0 c � � o Ln u) O � 00 T Ln co r*, WE V)cr-- N V- Ln C L ,I"JYy)� O 0 > _0 (1) _ L O O 0 - 0 s -'o T O s �O Q. ,-o N slb spb 3-21-08 P07-15B EO.O1 I ELECTRICAL SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT HOMERUN TO PANELBOARD, NO. OF ARROWS INDICATE NO. OF CIRCUITS CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED, RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL CIRCUITING CONTINUED ON ANOTHER SHEET Ju I t: )PPER CASE LETTER ADJACENT TO LUMINAIRE DENOTES TYPE .OWER CASE LETTER ADJACENT TO LUMINAIRE DENOTES SWITCHING a® A RECESSED -MOUNTED LUMINAIRE O A CEILING —MOUNTED LUMINAIRE I-Q A WALL —MOUNTED LUMINAIRE A 2'x4' FLUORESCENT LUMINAIRE, CEILING —MOUNTED A F 2'x2' FLUORESCENT LUMINAIRE, CEILING -MOUNTED L "NL' INDICATES LUMINAIRE ON UNSWITCHED NIGHT LIGHT CIRCUIT �--i A FLUORESCENT STRIP LUMINAIRE FLUORESCENT LUMINAIRE, WALL -MOUNTED A EMERGENCY BATTERY PACK LUMINAIRE �X ®X EXIT LIGHTS, PROVIDE ARROWS AS REQUIRED A EXTERIOR LUMINAIRE AND POLE IV TRACK LIGHTING SINGLE -POLE SWITCH, 48" AFF $3 THREE-WAY SWITCH, 48" AFF $4 FOUR-WAY SWITCH, 48" AFF $D DIMMING SWITCH, 48" AFF $P SINGLE -POLE SWITCH WITH PILOT LIGHT, 48" AFF $F FAN SPEED CONTROL SWITCH - LUTRON MOTION SWITCH ® # DENOTES # OF BUTTONS XX DETAIL CALL -OUT XX TOP NUMBER IS DETAIL NUMBER, BOTTOM NUMBER IS WHERE DETAIL IS LOCATED [FAC'PI FIRE ALARM CONTROL PANEL FIRE ALARM MANUAL PULL STATION 0 SMOKE DETECTOR FOQ FIRE ALARM HORN/STROBE SD DUCT -MOUNTED SMOKE DETECTOR TS TAMPER SWITCH FS FLOW SWITCH GROUND PER NEC ELECTRIC METER AND CABINET FLUSH- OR SURFACE -MOUNTED PANELBOARD n MOLDED CASE CIRCUIT BREAKER JO JUNCTION BOX 20A, 125V DUPLEX RECEPTACLE 5-20R TWO 20A, 125V, 3W DUPLEX RECEPTACLE, MOUNTED 18" AFF 20A, 125V, 3W DUPLEX ISOLATED GROUND, RECEPTACLE MOUNTED SIG 18" AFF TWO 20A, 125V, 3W DUPLEX ISOLATED GROUND, 5-20R MOUNTED SIG 18" AFF 20A, 125V, 3W DUPLEX RECEPTACLE, MOUNTED 48" AFF OR 2" ABOVE COUNTER, AS REQUIRED 20A, 125V, 3W SIMPLEX RECEPTACLE, MOUNTED 18" AFF 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH FLOOR BOX 20A, 125V, 3W DUPLEX ISOLATED -GROUND RECEPTACLE IN FLUSH ® IG FLOOR BOX 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE, MOUNTED 18" AFF 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE, MOUNTED 48" AFF OR 2" ABOVE COUNTER, AS REQUIRED ® 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE IN FLUSH FLOOR BOX 20A TWIST -LOCK RECEPTACLE L5-20R, PLUG L5-20P 20A 125V. Q CORD #12. 20A TWIST -LOCK RECEPTACLE 1_1 1-20R, PLUG L1 1-20P 20A 250V 30. CORD #12. 30A TWIST -LOCK RECEPTACLE L5-30R, PLUG L5-30P 30A 125V. CORD #10. 30A TWIST -LOCK RECEPTACLE L6-30R, PLUG L6-30P 30A 250V. Q CORD # 10. 50A TWIST -LOCK RECEPTACLE L15-50R, PLUG L15-50P 50A 250V Q 30. CORD #6. 60A TWIST -LOCK RECEPTACLE L15-60R, PLUG L15-60P 60A 250V 30. CORD #4. XX/X/X DISCONNECT SWITCH, XX/XX/X DENOTES AMPERAGE, FUSE AND POLES MECHANICAL EQUIPMENT CALLOUT, INCLUDES DISCONNECT BY EC, GE) AS REQUIRED BY NEC XX C� ELECTRIC MOTOR EO EQUIPMENT CONNECTION POINT ® RELAY (-QS WALL -MOUNTED SPEAKER QS CEILING -MOUNTED SPEAKER TELEPHONE OUTLET GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST NEC, STATE AND LOCAL REQUIREMENTS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING ON THE SYSTEM DOES NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM SUPPLYING THAT ITEM. 3. ALL POWER AND LIGHTING RACEWAY SHALL HAVE A GREEN -GROUND CONDUCTOR. 4. COORDINATE ALL ELECTRICAL WORK WITH THAT OF OTHER TRADES PRIOR TO THE INSTALLATION OF THAT WORK. 5. ARRANGE ALL INSPECTIONS AND OBTAIN ALL CERTIFICATES REQUIRED BY THE LOCAL CODE ENFORCEMENT AGENCY. 6. EC MAY INSTALL MULTIPLE CIRCUITS INDICATED ON PANEL SCHEDULE IN A SINGLE CONDUIT. EC SHALL BE RESPONSIBLE FOR VERIFYING THAT CONDUIT FILL AND CONDUCTOR DERATING MEETS NEC. ON ISOLATED GROUND CIRCUITS, ALL NEUTRALS SHALL BE CONSIDERED A CURRENT -CARRYING CONDUCTOR AND EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND ISOLATED -GROUNDING CONDUCTOR (NO SHARING). 7. EC SHALL FIRESTOP ALL ELECTRICAL PENETRATIONS OF FIRE -RATED PARTITIONS (WALLS, FLOORS, OR CEILINGS) WITH AN APPROVED FIRESTOP SYSTEM RATED FOR THE APPLICATION. FIRESTOP SYSTEM SHALL BE UL-LISTED AND INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8. ALL EXIT AND EMERGENCY LIGHTS SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 9. THE LOCATION AND SIZE OF LOADS SHALL BE CHECKED WITH THE OWNER, ARCHITECT OR APPROPRIATE SUBCONTRACTOR AND ADJUSTMENTS MADE ACCORDINGLY. 10. THE DESIGN IS BASED ON THHN/THWN COPPER CONDUCTOR. MINIMUM CONDUCTOR SIZE IS NO. 12 AWG. 11. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS OR FIELD MEASUREMENTS FOR DIMENSIONS. 12. EXPOSED INTERIOR CONDUIT IS NOT PERMITTED WITHOUT THE WRITTEN AUTHORIZATION OF THE OWNER. WHEN ALLOWED, SURFACE -MOUNTED RACEWAY SHALL BE WIREMOLD, OR EQUIVALENT METALLIC SURFACE RACEWAY. EC SHALL PROVIDE ALL RACEWAY, BOXES AND FITTINGS REQUIRED FOR A COMPLETE INSTALLATION. WIRING IN NONPUBLIC AREAS MAY BE IN EMT. 13. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OF DISCONNECT AS REQUIRED BY NEC. EC SHALL FURNISH AND INSTALL A MOTOR SNAP SWITCH OR DISCONNECT SWITCH, WITH OR WITHOUT FUSES (PER MANUFACTURER'S RECOMMENDATION), WHERE REQUIRED BY CODE. FOR ALL OTHER MECHANICAL/PLUMBING EQUIPMENT. COORDINATE REQUIREMENTS WITH DIVISION 15. 14. EC SHALL VERIFY WITH AHJ THE REQUIREMENT FOR SHOW WINDOW LIGHTING AND PROVIDE RECEPTACLES, AS REQUIRED. 15. COORDINATE ELECTRICAL SERVICE REQUIREMENTS WITH LOCAL UTILITY COMPANY. PROVIDE ALL CONSTRUCTION IN COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS. 16. PRIOR TO ROUGH IN, EC SHALL VERIFY ELECTRICAL REQUIREMENTS FOR ALL KITCHEN EQUIPMENT AND COORDINATE RECEPTACLE LOCATION WITH SUPPLIED EQUIPMENT. EC SHALL PROVIDE PROPER RECEPTACLE, CORD AND PLUG FOR ALL EQUIPMENT SHOWN ON THE KITCHEN EQUIPMENT SCHEDULE. 17. ALL 120V, 15- AND 20-AMP RECEPTACLES IN THE KITCHEN, BAR AND SERVICE AREAS SHALL BE GFCI RECEPTACLES. IN COMPLIANCE WITH NEC 210.8. 18. EC SHALL VERIFY ELECTRICAL REQUIREMENTS FOR WALK-IN COOLER AND WALK-IN FREEZER PRIOR TO ROUGH IN AND MAKE ADJUSTMENTS, AS REQUIRED, WITH NO ADDITIONAL COST TO OWNER. EC SHALL PROVIDE ALL POWER AND CONTROL WIRING AND RACEWAY, AS REQUIRED, FOR A FULLY OPERATIONAL WALK-IN COOLER AND WALK-IN FREEZER, INCLUDING LIGHTS, HEATERS, SENSORS AND REFRIGERATION SYSTEMS. 19. SHUNT -TRIP BREAKER FEEDING PANEL K3 SHALL BE ACTIVATED BY THE ANSUL SYSTEM. 20. EC TO PROVIDE BOX AND CONDUIT FOR ALL DATA AND TELEVISION OUTLETS. ALL DATA AND TELEVISION CABLING AND DEVICES TO BE FURNISHED AND INSTALLED BY OTHERS. 21. MOTION SWITCH TO BE SENSORSWITCH WSD-W OR EQUIVALENT. 22. FAN SPEED CONTROL SWITCH TO BE LUTRON NTFS-I2E-WH. 23. FLOOR BOX TO BE WALKER 880CS1-1 WITH BRASS FLANGE AND COVER PLATE. 24. ALL PANELS AND DISCONNECT SWITCHES SHALL BE SQUARE D, NO EXCEPTIONS. 25. ALL LIGHT FIXTURES TO BE AS SHOWN ON THE LIGHTING FIXTURE SCHEDULE, NO EXCEPTIONS. 26. LIGHTING CONTROL SYSTEM SHALL BE LUTRON, NO EXCEPTIONS. 27. ROOF TOP UNITS TO SHUT DOWN UPON ACTIVATION OF THE DUCT SMOKE DETECTOR. EC SHALL WIRE AS NECESSARY AND COORDINATE WITH MECHANICAL. 28. SOUND SYSTEM, INCLUDING SPEAKERS AND WIRING, TO BE FURNISHED AND INSTALLED BY OTHERS. 29. SYSTEM TERMINAL BOARD TO BE MOUNTED IN A 24"Wx36" Hx6" D FLUSH -MOUNTED ENCLOSURE WITH LOCKING DOOR. 30. BREAKERS IN PANEL MDP FEEDING DOWNSTREAM PANELS SHALL BE SELECTED TO SERIES RATE TO ALLOW 10K AIC BRANCH BREAKERS IN THE DOWNSTREAM PANELS. �D DATA OUTLET c� �v TELEVISION OUTLET DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 u L O > •L C: 0 0� c �c c 0 0 Q 0 UZ) u .:.c L 0 LO LO O ,o 0000CN r_�. rl�QQ 00 v v c O `'- a. O 00 D C%I cY) 0 a) O c .} 0 -0 �0 c L 0 LO c=i, O C C Co Lo a a N cr- (D copyright C7 CV L0 C Y) L M 0 0 > a) . L O O vi � s 'O >` O s 'O C1 revisions: I i drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E 0.02 ems.. IL 0 Cn y i i ^1 0 u 0 n 0 0 N N I I 1 STORY MASONRY RESTAURANT FF 88.59' GENERAL NOTES 1. PARKING LOT LIGHTING SHOWN FOR REFERENCE ONLY. REFER TO SITE LIGHTING PLAN DESIGNED BY OTHERS FOR CONSTRUCTION DETAILS. C� II _ F e i 4 L1-28,30 L1-20,22 , VIA CID I i.. N, - m M "{ VIA LCP T PANEL MDP PROGRESS ENERGY P .i.... , TRANSFORMER �. Ll-16 ---- VIA LCP I DRIVE-THRU via I � I CANOPY, ,. SPEAKER POSE ,.,. . PREVIEW BOARD { II i i I � I I I I I l I I I I ,I CIO L1-24,26,.� i sonny's restaurant prototype - site plan scale: 1 "=20'-0" I� i &,4440" DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 L.�� 0 LnLno > a") r\ r- o c _ � o, `n o, ,o 00 Co N -4— r'� r�' 00� v c O X a O s CL C UQ Q 0 O co D N M O � iZ U �iZ ^u` A 1 s U O .- L L a L0 N O LC: 0 m c O -C `t Q- a © copyright N LO � M � M a a > -0 0 ° _ N d C s "o O s 110 � N revisions: 0 0 0 0 drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E1.01 GENERAL NOTES KEYED NOTES O 1. ALL 120-VOLT, 15- AND 20-AMP RECEPTACLES IN KITCHEN, BAR AND 1. 2-POLE, MOTOR -RATED SWITCH IN PVC BOX WITH WEATHERPROOF COVER. - - SERVICE AREAS SHALL BE GFCI, IN COMPLIANCE WITH NEC 210.8. I 1" CONDUIT TO MENU ORDER O TO PANEL P. { STATION. SEE DETAIL. STUB BELOW GRADE AND WP MICROSWITCH ON DOORJAMB FOR CAP. - - - - - - -- -- ! - GFCI - ON/_OFF CONTROL OF _FLY_ FAN. _ - - - - - - - - - - - - - -- - - -- _ -r r- �I r T i _i T I F---- I T t I � • I __ _...To,-�Cor�� TO COND--------- --- - -_ ; - - ON ROOF N ROOF _-- \` J r i -- , J EYA E EVAP/REF - --- — . 185 I ; !� �ax.�� I'I L_lh -- - �' J ''^ -jt� I{_:�i!P1-23 - �_ -1 -87 K 1-5,7,91MO<ER ---�K 1-11 13,15 K1-38 -- 1 III -r I -- ! I -- \ FREEZER { I .i';; - { K1-1- BELOW SLAB % TIER. - K1-3 -- - - -__ � -T J .--- 1 K1-37 � WP GFCI NN4 X,C I - ti 06 ------ -- - - - L . - -- - ---- -- 11 - a T T T T T 1 J72" !TIT, T `T I T� 1 f t 1 11: T T l. I : I I' 1 ___ --- -- -- -- -- - -_-------- I I i -a-T-- iTAT; I � � I , I t i�T1 - -- I I , I �1 1 Ii I 1 I _- r A- 48" r { II 1 I -_30A 72 O P 22 _. 197 J K 1-17 --- ----- _:- -1 - - - 1- �T T - --- - -� } K 1-19!I WOMEN _ 1 U P TO : I - - --� - I; - --- -- - -- _, EF5 K1__34 - - I / ON R Ob 48' 48 Cu ` K1-33 ! 14ff - - h----J t 48' 176 IP1-4 200 K1-21� / / E ^ TIER I i r7 no r /a9a "- fiX T — -� -- jr, -- �19NE1 3 . 122 ' 72_ ' o _ - f n _ � 1 77�_ � _ � , -� � TU - OFFICE I L_ i / 4 711 72ff j P1 12 - T-T - - IL i 1 IT rTIT 17 �i ITT I T; Tf j I( TI�1 T l l; rl T� 1 T r _ F 1-10 . T 1` L _ L j� �r l_}if f.. _ _ �1 _l I_ J _ III I_i �_ I T ff 2-2 C. - - - : I I \ UNDER SLAB TELEPHONE AND CABLE TV CONDUITS. EXTEND TO LOCATION AS DIRECTED BY ! { _ _ LOCAL PHONE AND CABLE TV COMPANIES; i --- - --- -- -- I I - - -.__. _ -- - IN 0 it 6 O I ' I ! P1-26 V — i f I 1 14" 1 I 1 CONDUIT TO PANEL P. ! I 1 1 1 STUB BELOW GRADE ANDI CAP. i (�1 --- _v 1 t-�14 1 i 6 sonny's restaurant proto scale: 1 /4"=1'-0" e -cower plan 120" n w e s P1-13 WP GFCI IG :0 9 6" x WP GFCI 2. EC SHALL FURNISH AND INSTALL 24—VOLT BELL 108", 120/24—VOLT TRANSFORMER IN FLUSH BOX AT CEILING. FURNISH AND INSTALL WEATHERPROOF 24V PUSH BUTTONS AT 60" AFG. 3. EC SHALL FURNISH AND INSTALL MICROSWITCH ON DOORJAMB FOR ON/OFF CONTROL OF FLY FAN. 4. EC SHALL FURNISH AND INSTALL TIME DELAY RELAY FOR EF5 TO OPERATE WHEN THE DOORS ON THE SMOKER ARE IN THE OPEN POSITION WITH A TWO -MINUTE DELAY AFTER THE DOORS ARE CLOSED. 5. EC SHALL FURNISH AND INSTALL TIME DELAY RELAY FOR EF4 TO OPERATE WHEN THE DISHWASHER IS OPERATING WITH A TWO -MINUTE DELAY AFTER COMPLETING ITS CYCLES AND SHUTTING DOWN. 6. MOUNT RECEPTACLE 12" ABOVE TOP OF WINDOWS. 7. EC SHALL FURNISH AND INSTALL 2" DEEP HEX BOX. ORIENT BOX WITH SCREW EARS AT TWO AND EIGHT O'CLOCK TO BE FLUSH WITH 5/8" PLYWOOD BACKING. INTALL 1/2" CONDUIT TO 6" ABOVE ACCESSIBLE CEILING. 1 1- tlI L1 1 0 I ` 11 G - r P1-20 i �✓ t 120" I II 1 aff I � �f ' !y, I DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Enqineer: Stephen Byrne PE #: 17584 0 0.11q_ NO Lr) Lr)o r c 0- � o •� 0000 � � o 0 v- v- c 0 O Oa t� s c C UC Q a o00 CN c (1)C'7 O a 72 u °' �0 a� o } c a O s L c -C) L 0 a Ln N © copyright �u revisions: 0 0 0 0 drawn: checked: date: prof. no: Cal Ln "� � CCO 0 0 > _0 O O Z3 = � s -'o O 'o � N slb spb 3-21-08 P07-15B E2.01 0 u N DO CD -n .r KEYED NOTESO 1. DISCONNECT FURNISHED BY MECHANICAL. EC TO INSTALL AND WIRE 30/25/3 30/20/3 30/25/3 NEMA�3R NEMA 3R NEMA 3R NEMA 3R MDP-19,21,23 II TO TO TO K 1- 8,10,12 I COOLER FREEZER COOLER r j 100/NF/3 - NEMA 3R I I I' RTU-1 II-- - --- RTU-2 1 \ I I � i -- I - -- -- -,- jl 100/NF/3 I j NEMA 3R . - -- ---- --- �I I _ MDP-13,15,17 jl MDP-25,27,29 I ! ! I { EF3 �l li I! i 100/NF/3 �I EF2 NEMA 3R I l l I TO HOOD E CONTROL PANEL I i ! I i 1 TO HOOD O ! I I I - TO HOOD CONTROL PANEL I ��-- �•! I I ! j I I I i I I I i i I CONTROL PANEL 1 - - - -- - --_--- - - RTU-3 I I SF1_ it P 1-19 WP j I E GFCI ' I 1 ;+ � •. I _ I� I I I i ^� __ _- I I i I -� -I I - j t_ I i I I I i I I I TO HOOD I CONTROL PANEL ! j j I I i I I i I : I I I •I � � I � { I h , I I I I ' I -- f i r ' - i i j I I i I I I I rT� sonny's restaurant prototype roof power plan �.02scale: 1/4"=P-0" W DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 s CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 0 o• � �o �� o 0 c ' � � o • oo v X c 0 `° s CL O c c U� _O O N Co Z) N co O0 > 0 U �' Q) a� 0 o C u -� o u Lr) c o L � L 0 L-0 O Cco Lo c O s c mCU a V © copyright R. z 9 revisions: � Q Q I drawn: checked: date: prof. no: N L0 M 0 a > -0 D O O vi 0 s "o o s 110 1-0 N slb spb 3-21-08 P07-15B E2.02 • I - 1, ITAi7 03"rNmr— .. . , ,.—I-:q-,%uV Irv,.��H D.V D 1 111 . I, l�l D D 0 u 0 v, Ln v m E kAE i I 1 i I KEYED NOTESO 1. PROVIDE CONNECTION TO DISPLAY SIGN. DISCONNECT I r== V i I j-- �� — EX - - i � E2 -- - - --. ..- - - __ - - _ - -- - _.. --- --- -- — - - - - - -_-- -- -- -- - - U NISHED WITH SIGN. _ . I-.,_._- ---r , - j-, T'T (7 ( T j` —rT T _T f Lrr ka r I r'1 I I I I 1 T I II � I I' III I I I I I R I I I I i I I II 'I I+ I �._�1�.�J.LT: +�i1�;�_L,�I�l�L.'��.,J�_i�.LJ_t.� 2. FIXTURE FURNISHED WITH hl' — EM l = CONNECT TO LIGHT Ir — COOLER/FREEZER. 1 B i \ L ''el I E2 NL E I I I VIA LCP II JEX STORL�E I '' L1-18 J i II E2 E2 l i E I: I I ; I. K3-5 NL DRIVE T�4 r 122 1 I e E2 +a OFFICE Di-- E La E NL I J I E E 'l oJ L1-1 VIA LCP it ' I � :i �� `• � II3 I I FREEZER ��- I J ,III I I--- ------------- I I •Ij i r II % I : .T_ Tr 1 i i I i 1 I: Ij I I I I 1— .. I I eK /ZST!E-aLE a NL FJ`0'� I1 B 112 I I- I i EM I,_ I' jl B I v it! VIA LCP J �J rI _ J- I Q Q b EM E E E C J C NL E _ -, L1-9 ella a J 0`4 J J L1-5 VIA LCP a T J L1 �27 VIA LCP L1 -m-=� _ J - I E E I I + E I ( m m m J�� -- ---- —_ --- ------ _ a �, IV �I RAG -'BAR Q -- -, T T Q N I .. i! f l b b I— +}— — — C E __ - 1T T,,-r r I-!-- I- !IFf i Q S Q ,II I �! Q L E I' S Q IP ;: .I i ;Jd h-4ITRE55 ' 5T.4T ON E j Ca L1-29 I VIA SWITCH I ,l^ 6 FAN SWITCHES 7 7 7 IFI SEE DETAIL L1-13 A VIA LCP , I I ' I I -- C C LCP-8,10 VIA LCP T b C EM I 3. PROVIDE WIRING TO HOOD LIGHTING. B - T' B B r 71 I i II I i II I I r I - Ir i ( I T I I I I I I 1 H T --5 I I I I C G G G G EM EX G G G a I W L I I I I i_ L1-23 i i EX VIA LCP C T C T C i �II - it I b �I I I bY ! I i i I C __+ I II a I�! G G G G '' '; G G I G z EM h I, I I IL. I II r� L L I L L EM I b W Id III } C L Z a a a a - EM - - K L1-12,14- j - -- ° VIA LCf? X C C T C T C Jb 414-21 1 a VIA LCP ° ° Q I � Q . C L L L X ° Q VIA L. L C L L _ I ILI-17 C EX VIA'; LCP C T C T C I a L1 �$1 VIA SWITCH a a K o EM li L R L R L C R ' L L R C I'�I o EX I - r I I_ t I I7; I J_1 I 1llL1_X_—- _---- ,1 t i� I _ _ _ .... __.. -- - — ---- __ - it u W EMI I W W I W - C J C I �� ° L1-15 iI iI EX C VIA LCP U U ; I U j ^5 J..TESS EX !O_--, T I b �.� ?'^ -- -, b i b III; I -+ � o EM IL -- G I L1-33 ° G G G VIA SWITCH i r I C c — - I CEX - -- - -- - _ _ - - - - - - - -- - -- - - - -- - - l IF If :� - - — - — --- 1,1 TTg :. i I - '� J f I 08 I D D D' &,4441" 1 sonnyls restaurant prototype- lighting pI a n w e DICKENS & ASSOCIATES, INC. �01 scale: 1 /411=1 I-0" 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 s CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 4� > W r � � o .c 1 1 r1_1 rl� 0 00 �v C 0 o O rn —C Q .E C. U� a 00 CV M O O � ui T 'C N O C — o V O � -) C 1-0 _4.- _a L a LO in O 0 copyright CV L C") -2 CM 0 0 > O 0 a N � s %O O110 S so N revisions: 0 0 0 0 drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E3901 0 U ;n N Ln 0 N ,t F- _� 4 TIET�-TIER 4 T iE R �% Y4 24X48� 24X4B l K2-25 �134K2-29 �2 K2-27 - 125 169 P1-34 K2-32 115 K2-24 K2-26 K2-28 K2-30 (Ip - -- P1 K1 K2 K3 84 „ 2 GANG BOX-7 �' P1-3 4-3/4 C TO CEILING - -- STB 40r, P 1 - 1 - 60" K2-15 K2-17 J tf K3-7'9,1 1 _ G1 --- K1-32 K3-3 -- -- _�= r 24„ 149 _ K 1 24 30 ,., , -_---_- -_ _ � � y, ! ' K1-23 24 24" 5 T: it 1, 14 - �0- i 24' K1-29 163 159 I Tl 125 _ p - - ; 40" P1-7,9 K1-36 K1-35 P1-32 K3-1 (11 _-I 114 40" i 60" 48„ 48,, _ 24„ -- - - r - j Tr L I I i - --- i I,%,.{ t 36" WP WP - - v ' , 7 GFCI 9 GFCI 113 96" MDP — --- 114 K2-31 �- - p �ri �i GENERAL NOTES 1. ALL 120-VOLT, 15- AND 20-AMP RECEPTACLES IN KITCHEN, BAR AND SERVICE AREAS SHALL BE GFCI, IN COMPLIANCE WITH NEC 210.8. 1 4- 14 Af CEILING TiE:i <ITGHE" Ila Fl, EVAPTO ROOF________ 1 K1-2,4,6 J ,Ji 146 K3-2,4,6 K1-20 ,{ ' 2 K3-8,10,12--- -- 154 125 -541- 5A, 48_-- 6d" p' -- - - --- 60A -- -- 20A 24� 24" 24'' 148 - }114 I 'i It II K1-28 150 = --- i1L,J t: iC/) 106 - 120't' Ln m ? P1-17 71 K2-1 6 d - 48' K2-18 - K2-35 sonny's restaurant proto scale: 3/8"=1'-0" 60" K2-23 '! K2-19 - 24„ K2-8,10,12 K2-14 48 �� 1 K2-2,4,6 UP TO ACCESSIBLE CEILING 60 e - kitchen 9 6" hD 30A 24" 60" v K2-21 p 115 24" IG ower plan - i I I. i ='\, 115 4Y 131 � 24„ -- � K2-13 BELOW SLAB KEYED NOTESO 1. 2-POLE RATED MOTOR SWITCH IN PVC BOX WITH WEATHERPROOF COVER. 2. SEE SHEET E7.01, DETAIL 3 FOR HOOD CONTROL PANEL &,44*"DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 :1 LnL0o r, c u, � � o oo� IT X c a 0 O s CL c a 0 as 00 N `� O U °� � 0 (1) o � c y- p O s - c Lr) o � 0 a Lr) N O c00 Ln C� CO a- S M ` \ c O c s Kl (1) Q Q copyright revisions: ,Q � Q 0 Q Q drawn: checked: date: prof. no: N CY) _2_ CM a a > _0 D O O _ N 0 m s os �o Q �O N slb spb 3-21-08 P07-15B E4.01 �i I III Iv I 0 V n 00 0 r Ln 0 w V CEILING 2.125" DEEP, 4" SQUARE BOX WITH PLASTER RING REAM AND BUSH 1" EMT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING ISOLATED —GROUND RECEPTACLE, CO —LOCATED 0 18" AFF UON telephone/data outlet detail (typical scale: nts L 1-16 TO STB VIA LCP drive thru detail scale: nts CEILING 2.125" DEEP, 4" SQUARE BOX WITH PLASTER RING REAM AND BUSH 3/4" EMT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING DUPLEX RECEPTACLE, CO —LOCATED 18" AFF UON television outlet detail typical scale: nts ROOF FREEZER CONDENSING UNIT TO PANEL J—BOX EC SHALL SEAL OFF THE CONDUIT PENETRATION INTO FREEZER, NEC ARTICLE 300.7(A) .FREEZER ROOF $DP EVAPORATOR UNIT freezer detail �01 scale: nts FAN SWITCHES A B A B A A LIGHT SWITCHES T8" AFF A A A light/fan control detail scale: nts EF-1 SF-1 EF-2 EF-3 P1-25,27,29 3 E7.01 ROOF TO PANEL ,COOLER ROOF P1-31,33,35 P1-37 hood control scale: nts J—BOX $DP HOOD LIGHTS K3-5 HOOD CONTROL PANEL CONTROL POWER 1 P1-21 anel detail COOLER CONDENSING UNIT EC SHALL SEAL OFF THE CONDUIT PENETRATION INTO COOLER, NEC ARTICLE 300.7(A) EVAPORATOR UNIT 6 cooler detail �01 scale: nts DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 (D 122 O '— c U O � c 'c c U� C1 O UD U_ Vr_ s L a Qc copyright revisions: drawn: checked: date: prof. no: LO LO O N, r I I O LO LOO ago ago o � oo� � v c a O `+ s Q O 00 D N C M a -gyp N O c .} 0 r,-0 c LO ( o LO H O Qv Cw Lo m � a c o a) c s CL 0 a to CN LO M -O CM O Q O O 0 �s �T O s No a %o N slb spb 3-21-08 P07-15B VeO1 PANEL: MDP VOLTAGE: 120/208 MAIN: 1000 MOUNTING: SURFACE PHASE: 3 SMD/MLO: SMD MANUFACTURER: SQUARE D SPACES: 42 AIC: 42,000 SOURCE: TYPE: I -LINE REMARKS NEMA 3R CAPACITY 360.0 KVA CKT. EOUPMENT KVA OOND WFE CB POLE POLE CB WFE OOND KVA EOUPMEMT CKT 1 PANEL P1 13.29 2 1 0 150 3 3 200 3 0 2-1 2 14.89 PANEL K1 2 3 is13.23 1 0 150 200 3 0 14.35 of 4 5 It13.33 1 0 150 200 3 0 1 12.67 it6 7 PANEL L1 10.16 2 1 0 150 3 3 225 4 0 2-1/2 17.61 PANEL K2 8 9.52 1 0 150 225 4 0 19.61 10 ,:::1 9.49 1 0 150 225 4 0 19.82 of12 13 RTU-1 6.24 1-1 4 4 70 3 3 200 3/0 2-1/2 13.20 PANEL K3 14** 15 " 6.24 4 70 200 3 0 15.50 SHUNT TRIP BKR 16** 17 6.24 4 70 200 3 0 13.20 of18** 19 RTU-2 7.00 1-1/4 4 80 3 1 SPACE 20 21 7.00 4 80 22 23 7.00 4 80 24 25 RTU-3 7.00 1-1/4 4 80 3 26 27 to7.00 4 80 28 29 it7.00 4 80 30 31 SPACE 32 33 of 34 35 It 1 36 37 to3 60 6 1 TVSS 38 39 to60 6 of40 41 to 1 60 1 6 it42 PHASE A 89.39 * SEE NOTE 30 SHEET EO.02 FOR SERIES RATING 270.E CONNECTED KVA INFORMATION 229.0 DEMAND KVA ** SEE NOTE 19 SHEET EO.02 PHASE B 92.45 PHASE C 88.75 PANEL: K2 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 8 1. 0 KVA CKT. EOUPMENT KVA COND WFE CB POLE POLE C8 WFE COND KVA EOLW%ENT CKT 1 117-COKE DISP 1.00 3/4 12 20 1 3 50 8 1 4.04 160A-RETHERM 2 3 134-TEA BREWER 1.70 3/4 12 20 1 50 4.04 CABINET 4 5 134-TEA BREWER 1.70 3/4 1 12 20 1 50 4.04 It6 7 117-COKE DISP 128-SALAD BAR 1.00 3/4 12 20 1 3 50 8 1 4.04 160A-RETHERM CABINET 8 9 1.20 3/4 12 20 2 50 4.04 10 1 1to1.20 20 50 4.04 IS12 13 131-WARMER 0.83 3/4 12 20 1 1 25 10 3/4 2.00 160E-HOLD CAB 14 15 125-COOKER/WARM 126-COFFEE 1.50 3/4 1 12 20 1 1 20 12 3/4 1.50 CONV REC 205-COOLER 16 17 1.68 3/4 12 20 1 1 15 12 3/4 0.86 18 19 119-MERCHANDISER 0.49 3/4 12 20 1 1 20 SPARE 20 21 11 7-COKE/TV 1.20 3/4 12 20 1 1 20 SPARE 22 23 CONV REC 1.50 3/4 12 1 20 1 1 1 20 12 3/4 1.50 125-COOKER WARM 24 25 173-REFRIG 0.60 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER/WARM 26 27 134-TEA BREWER 1.72 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER/WARM 28 29 117-COKE DISP 0.30 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER WARM 30 31 CONV REC 111-COOLER 1.50 3/4 12 20 1 1 20 12 3/4 0.61 169-REFRIG SPARE 32 33 1.21 3/4 12 20 1 1 20 34 35 1 101-BLENDER 1.50 3/4 12 20 1 1 1 SPACE 36 37 SPACE 38 39 40 41 42 PHASE A 17.61 57.0 CONNECTED KVA 45.0 DEMAND KVA PHASE B 19.61 PHASE C 19.82 N PANEL: P1 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS IG BUS CAPACITY 54.0 KVA CKT. EOUPM EN T KVA OOND WFE CB POLE POLE CB WFE COND KVA ECWF%* T CKT 1 STB REC 1.00 3 4 12 20 1 1 20 12 3 4 1.00 BUG LIGHTS 2 3 SOUND SYSTEM 1.00 3/4 12 20 1 1 20 12 3/4 1.00 DOOR BUZZER 4 5 OFFICE REC 1.50 3/4 12 20 1 1 20 12 3/4 1.50 DRIVE THRU 6* 7 IRRIGATION REC 0.50 3/4 12 20 1 1 20 12 3/4 1.50 SHOW WINDOW REC 8 9 EXTERIOR REC 1.00 3/4 12 20 1 1 20 12 3/4 1.20 BAR REC 10 *11 PRINTER CASH 0.50 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 12 13 DINING/EXT REC 1.00 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 14 15 FIRE ALARM 0.50 3/4 12 20 1 1 20 10 3/4 1.50 SHOW WINDOW REC 16 17 BAR TV 1.00 3/4 12 20 1 1 20 10 3/4 1.00 PRINTER CASH *18 19 ROOF REC 0.36 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 20 21 HOOD CONTROL 0.50 3/4 12 20 1 1 20 12 3/4 1.20 DINING CONV REC 22 23 FLY FAN 1.00 3/4 12 20 1 1 20 1 12 3/4 1.00 EXTERIOR REC 24 25 EF1 /SF1 2.10 3/4 12 20 3 1 20 12 3/4 1.50 SHOW WINDOW REC 26 27 2.10 12 20 1 20 12 3/4 1.20 EF6 28 29 2.10 12 20 1 15 12 3/4 0.70 EF7 30 31 EF2 0.83 3/4 12 15 3 1 20 12 3/4 0.30 114-PRINTER 32 33 " " 0.83 12 15 1 20 12 3/4 0.30 114-PRINTER SPARE 34 35 0.83 12 15 1 20 36 37 EF3 1.20 3/4 12 20 1 1 SPACE 38 39 EF4 0.90 3/4 12 15 1 1 If40 41 EF5 1 1.20 3/4 1 12 20 1 1 1 42 PHASE A 13.29 39.9 CONNECTED KVA * ISOLATED GROUND RECEPTACLE. 39.3 DEMAND KVA PHASE B 13.23 PHASE C 13.33 PANEL: K3 VOLTAGE: 120/208 MOUNTING: FLUSH MANUFACTURER: SQUARE D SOURCE: MDP PHASE: SPACES: TYPE: 3 30 NQOD MAIN: SMD/MLO: AIC: REMARKS CAPACITY 225 MLO 10,000 72.0 KVA CKT. E KARMEN T KVA COND WIRE CB POLE POLE CB WFE COND KVA EOUPMENT CKT 1 125/163-COOKER 1.70 3 4 12 20 1 3 50 8 3/4 4.00 146-CONV OVEN 2 3 149-TOASTER 1.50 3/4 12 20 1 50 8 4.00 4 5 HOOD LIGHTS 0.70 3/4 12 20 1 50 8 4.50 " 6 7 150-GRIDDLE 3.50 1 6 60 3 3 50 8 3/4 4.00 146-CONV OVEN 8 9 6.00 6 60 50 8 4.00 10 11 3.50 6 60 50 8 4.50 12 13 SPARE 20 1 SPACE 1 Is16 to18 14 15 20 1 17 20 1 SPACE so 20 22 MI)7 24 26 28 29 30 PHASE A 13.2 49 41.9 CONNECTED KVA DEMAND KVA PHASE B 15.5 PHASE C 13.2 PANEL: LCP VOLTAGE: 120 MAIN: MOUNTING: FLUSH RELAYS: 40 SMD/MLO: MANUFACTURER: LUTRON SPACES: AIC: SOURCE: TYPE: XPS40-12OFT REMARKS CAPACITY CKT. EOUPMENIT KVA OOND WFE FELY POLE POLE FELY WFE OOND KVA EOUPMEMr CKT 1 L1-1 20 1 1 20 L1-2 21 2 L1-2 20 1 1 20 L1-4 22 3 L1-5 20 1 1 20 L1-6 23 4 L1-7 20 1 1 20 L1-8 24 5 L1-9(a) 20 1 1 20 L1-10 25 6 L1-9 b 20 1 1 20 L1-12 26 7 L1-9(c) 20 1 1 1 20 L1-14 27 8 L1-9(d) L1-11 a 20 1 1 1 20 L1-16 L1-20 28 9 20 1 1 20 29 10 L1-11(b) 20 1 1 20 L1-22 30 11 L1-13(a) 20 1 1 20 L1-24 31 12 L1-13 b 20 1 1 20 L1-26 32 13 L1-15 20 1 1 20 L1-28 33 14 L1-17 20 1 1 20 L1-30 34 15 L1-19 20 1 1 1 20 SPARE 35 16 L1-21(a) 20 1 1 20 of36 17 L1-21(b) 20 1 1 20 of 37 18 L1-23 20 1 1 20 to 38 19 SPARE 20 1 1 20 of39 20 of 1 20 1 1 1 1 20 40 PHASE A 0 PHASE B 0 PHASE C 0 PANED K1 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 72.0 KVA CKT. EOUPM ENT KVA OOND WFE CB POLE POLE CB WFE OOND KVA EOUPkENT CKT 1 WTR HTR PUMP 1.00 3/4 12 20 1 3 30 10 3 4 1.00 136-WALK-IN 2 3 184-COOKER 187-WALK-IN 1.80 3/4 12 20 1 30 10 1.00 COOLER of6 4 5 1.00 3/4 10 30 3 30 10 1.00 7 COOLER 1.00 10 30 3 40 8 3/4 2.40 200-ICE MACH 8 9 111.00 10 30 40 8 2.40 10 1 189-WALK-IN 1.00 3/4 10 30 3 40 8 2.40 " 12 13 FREEZER 1.00 10 30 3 20 12 3/4 0.90 154-WARMER 14 15 of1.00 1 10 30 20 12 0.90 16 17 CARBONATORS 1.20 3/4 12 20 1 20 12 0.90 18 19 195-DISH WASHER 2.50 3/4 10 30 1 1 20 12 3/4 0.60 143-PREP TABLE 20 21 200-ICE MACHINE 1.92 3/4 12 20 1 1 20 SPARE 22 23 156-DRAWER WMR 0.90 1 3/4 12 1 20 1 1 1 20 1 SPARE 24 25 SPARE 20 1 1 20 SPARE 26 27 SPARE 20 1 1 20 12 3/4 1.20 148-FREEZER 28 29 157 9 SLICER 0.96 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER WARM 30 31 SPARE 20 1 1 20 12 3/4 1.79 123-HEAT LAMP 32 33 176-PREP MATE 1.63 3/4 12 20 1 1 20 12 3/4 1.50 WORK TABLE 34 35 165-FREEZER 0.90 3/4 12 20 1 1 1 20 12 1 3/4 0.91 167-REFRIG 36 37 COOLER HTR 1.20 3/4 12 20 1 1 20 12 3/4 1.50 FREEZER DRN HTR 38 39 SPACE SPACE 40 41 of it42 PHASE A 14.89 419 CONNECTED KVA 33.5 DEMAND KVA PHASE B 14.35 PHASE C 12.67 PANEL: L1 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 54.0 KVA CKT. EOUPMENT KVA OOND WFE CB POLE POLE CB WFE OOND KVA EOUF%*W CKT 1 KITCHEN LTS 1.14 3 4 12 20 1 1 20 12 3 4 0.23 DRIVE THRU LTS 2 3 KITCHEN LTS 0.85 3/4 12 20 1 1 20 12 3/4 0.30 EXTERIOR LTS 4 5 KITCHEN LTS 1.35 3/4 12 20 1 1 20 10 3/4 0.84 EXTERIOR LTS 6 7 TOILET LTS 1.11 3/4 12 20 1 1 20 12 3/4 0.74 EXTERIOR LTS 8 9 SALAD BAR LTS 1.13 3/4 12 20 1 1 20 12 3/4 1.20 FRONT SIGN 11 BAR LTS 0.80 3/4 12 20 1 1 20 12 3/4 0.50 EXTERIOR LTS J14 13 BAR LTS 0.87 3/4 12 20 1 1 20 12 3/4 1.20 SIDE SIGN 15 PATIO LTS DINING LTS 0.49 3 4 12 20 1 1 20 12 3 4 1.00 MENU BOARD OFFICE STOR LTS 17 0.91 3/4 12 20 1 1 20 12 3/4 0.50 18 19 DINING LTS 0.73 3/4 12 20 1 2 20 10 3/4 1.35 PARKING LTS 20 21 DINING LTS 0.84 3/4 12 20 1 20 10 1.35 9122 23 PORCH LTS 0.90 3/4 12 20 1 2 20 10 3/4 1.35 PARKING LTS 24 25 SPARE 20 1 20 10 1.35 to26 27 FREEZER LTS 0.50 3/4 12 20 1 2 20 10 3/4 0.90 PARKING LTS 28 29 BAR FANS 1.44 3/4 12 20 1 20 10 0.90 30 31 DINING FANS PATIO FANS 1.44 3/4 12 20 1 2 20 SPARE is34 32 33 0.96 3/4 12 20 1 20 35 SPACE 1 20 SPARE 36 37 38 39 IF40 41 It I 1 1 42 PHASE A 10.16 292 CONNECTED KVA 1 29.2 DEMAND KVA PHASE B 9.52 PHASE C 9.49 ,VyvPi^e� DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 L O U 14-0 ,(D LO LO O ^ r- • 10 000 000 X c o `~ O rn s Q c .c c UC a _ 0 a� 00 c'14 M O o-0 _D V c O L c LO u) 0 LO N O c 00 Lo Coo m �\ C c s 0 a to .} © copyright . Q revisions: 0 0 0 0 drawn: checked: date: prof. no: slb spb 3-21-08 P07-15 B E8.01 KITCHEN EQUIPMENT SCHEDULE EOUP * DESCF#rrM AMPS VOLTS/ PMASE RECEPTACLE 101 ISLAND OASIS STAND 5-20R 103 BLENDER STATION 120 1 111 3 DOOR COOLER 10.1 120 1 5-20R 114 RECEIPT PRINTER 120 1 5-20R 115 CASH REGISTER SYSTEM 120 1 5-20R 117 DROP IN 15x23 6 VALVE 2.5 120 1 5-20R 119 REFRIGERATED MERCHANDISER 4.1 120 1 5-20R 123 HEAT LAMP 60" LONG 14.9 120 1 5-20R 125 COOKER WARMER 12.5 120 1 5-20R 126 COFFEE BREWER 14 120 1 5-20R 128 SALAD BAR 6 208 1 L6-20R 131 FOOD WARMER 6.9 120 1 L5-20R 134 ICED TEA BREWER 14.4 120 1 5-20R 136 WALK—IN COOLER 8'x12' 208 3 HARDWIRE 143 PREP FOOD TABLE 4.9 120 1 5-20R 145 EXHAUST HOOD #3 HARDWIRE 146 CONVECTION OVEN 35 208 3 L15-50R 148 FREEZER 10.4 120 1 5-20R 149 CONTACT TOASTER 13 120 1 5-20R 150 GRIDDLE 33.4 208 3 L15-60R 152 EXHAUST HOOD #2 HARDWIRE 154 FOOD WARMER 3—TRAY 10.3 208 3 L11-20R 156 DRAWER WARMER 7.5 120 1 5-20R 157 PORTION SCALE 120 1 5-20R 159 SLICER 7 120 1 5-20R 160 EXHAUST HOOD #1 HARDWIRE 160A CVAP HOLDING CABINET 33.7 208 3 L15-50R 160B CVAP HOLDING CABINET 16.7 120 1 L5-30R 161 CHEF BASE REFRIG 8.1 120 1 5-20R 163 FRYER 1.7 120 1 5-20R 165 FREEZER WORKTOP 7.5 120 1 5-20R 167 REFRIG 7.6 120 1 5-20R 169 REFRIG WORKTOP 5.1 120 1 5-20R 172 DRIVE—THRU COMMUNICATION SYSTEM 2.5 120 1 5-20R 173 REFRIG WORKTOP 5 120 1 5-20R 176 PREP MATE 13.6 120 1 5-20R 181 EXHAUST HOOD #5 HARDWIRE 184 COOKER 15 120 1 5-20R 185 AIR CURTAIN FAN 5.1 120 1 HARDWIRE 187 WALK—IN COOLER 208 3 HARDWIRE 189 WALK—IN FREEZER 208 3 HARDWIRE 195 DISHWASHER DOUBLE RACK 26 120 1 L5-30R 197 EXHAUST HOOD #4 HARDWIRE 200 ICE MACHINE 19.9 208 3 HARDWIRE 204 FREEZER COOLER CONDENSERS 208 3 HARDWIRE 205 BACK BAR COOLER 7.2 120 1 5-20R 00 0 0 v� 00 Ln v FAN and LIGHT FIXTURE SCHEDULE LAMP aefa tAL DEBCFlIP rM Fri MOUNTM REMAF" a Y LAPARTUMB NER MP MANWACTUF�Ff + PART g 3 A 1 26 X 1 2-F26 QUAD JUNO CAN PEWTER RECESS BAR AREA - TIN CEILING CV6-126/32T-600CPTLH28 B 10 65 X 1 65PAR30FL25 JUNO CAN WHITE RECESS BATHROOMS - WHITE TRIM TC2/24B-WH C 33 65 X 1 65PAR30FL25 JUNO CAN BLACK RECESS DINING ROOM AND WOOD CEILINGS TC2/248-BL BLACK TRIM D 9 26 X 2 2-F26 QUAD JUNO SHALLOW CAN BLACK RECESS EXTERIOR CANOPIES CH6-226Q-650FL-BL HB26 BLACK TRIM WITH LENS E 21 32 X 4 F32T8SP35 COOPER TROFFER WHITE LAY -IN BACK OF HOUSE CEILING GRID 2GR8432AUNVL8735EB81U E2 6 32 X 2 F32T8SP35 COOPER TROFFER WHITE LAY -IN BACK OF HOUSE CEILING GRID 2GR8232AUNVL8735EB81U EM 17 INCLUDED REXEL EM2 EMERGENCY WHITE WALL EMERGENCY EGRESS LIGHTING LIGHTING EX 13 INCLUDED LED REXEL NXPB-3RBL EXIT SIGN WHITE WALL F 6 32 X F32T8 SP35 COOPER ENCLOSED WHITE CEILING SMOKER / DISH WASH AREAS VT2-232DR-UNVEB81-WL-U INDUSTRIAL G 19 50 X 1 50PAR20 BASELITE RLM PENDANT GALV CEILING BACK PORCH AND PATIO TABLES MC12 49BLC/49 H 4 50 X 1 50PAR20 BASELITE TWIN HEAD GALV CEILING 66' TABLES BD105/49/ST/E14/49/BZX/URG CHANDELIER J 8 50 X 1 50PAR20 BASELITE 11" ARM MOUNT GALV WALL REST ROOM LAV'S MC12/49/E12 11" 49 HL-U CATERING & CARRY OUT SIGNS K 2 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING CORNER TABLES B105/49 URG BAX/UGR/BLC B105/49 6' BLACK CORD L 16 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING DINING ROOM TABLES R916 PR3/GU-1 43 BLC R916/PR3 RADIAL WAVE M 4 50 X 1 50PAR20 BASELITE PENDANT GALV TRACK LONG BAR (4) TRACK CONNECTORS P1 CLCG/49/1001NC BLC POCLCG/49 CAGED GLASS W/ADPT CONTECH LA17A-BLK N 3 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING SHORT BAR P1 CLCG 49 1001NC/BLC POCLCG/49 CAGED GLASS 0 2 JUNO T46L 4' TRACK BLACK CEILING WITH (2) T21 BL FEED P 3 JUNO T8BL 8' TRACK BLACK CEILING WITH 3) T21 BL FEED Q 15 75 X 1 75PAR30 JUNO TRACK HEAD BLACK TRACK R532BL R 4 75 X 1 75PAR30 JUNO EYEBALL BLACK RECESS WALL LIGHTING ® ROW ONE TC2/249B-BL S 3 28 X 1 INCLUDED JUNO 4' UNDER CABINET WHITE SURFACE SNEEZE GUARD T5 3000K UFL246-WH 13 REXEL-INDOOR 52" ANTQ.NKL PEWTER CEILING (10) 4" STEM, WOOD CEILINGS & DINING ROOM ELN52AN5 5 PANEL BLADES (3) 18" STEM, BAR IV 3 REXEL-OUTDOOR 52" BLACK BLACK CEILING PATIO AW52MBK5 ABS BLADES 4 175 X 1 MH175 ACCULITE DARKSKY LSTD BRONZE SURFACE BUILDING EXTERIOR DW-175MH-DBZ WALL PACK W 4 60 X 1 60A130V BASELITE 6" SHADE GALV WALL PATIO W407B/49 X 5 150 X 1 150A/Sl3OV BASELITE ANGLED SHADE GALV WALL EXTERIOR BUILDING SIGNS A814 49 E6/491NC 22.25" ARM HL-H Y 5 100 X 1 10OA/S13OV BASELITE 14" SHADE GALV WALL BUILDING EXTERIOR W514/49/WM26/49/1501NC W514/49 Z 2 JUNO T68L (NOT USED) 6' TRACK BLACK CEILING MOUNT W/ ALLTHREAD ® 10'-0" A.F.F. 1 T23BL CONNECTOR 1 T38BL FEED DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 oOO 'q- 10 O •� LO Lo Lo O � ^ r c Co 0coO O X Qi x c, O O O s a c .c c 0 a Q _ O N 00 c CV O-°° U 0 u c . Wr,o V U L c - ° L L a LO H O � 00 oq m Lo ar 0C a ai � a to (D copyright . Q revisions: drawn: checked; date: prof. no: CN LO <Y) 2 C") ° a > _0 a� O O o = Cn s slb spb 3-21-08 P07-15B E8.02 V 0 cn o� 0 N 00 0 N F n 0 M w N v v LOAD CALCULATIONS LOAD TYPE OONNE= VA DEMAND FACTOR DEMAND LOAD (VA) LIGHTING 25,300 1.25 31,600 HVAC HEAT 60,800 1.00 60,800 EXHAUST FANS +25% LARGEST 19,500 1.00 19,500 KITCHEN EQUIP 141,160 0.65 91,754 RECEPTACLES AND MISC 25,300 1.00 25,300 TOTAL 1 275,860 1 228,954 228,04 VA • 120/208V 3+ - W6 AMPS RTU-1 RTU-2 RTU-3 GROUND TO COLDWATER PIPE, STRUCTURAL STEEL, FOOTER STEEL AND GROUND RODS, AS REQUIRED, TO ACHIEVE A MAXIMUM 10—OHM RESISTANCE. 1 electrica E9.01 J scale: nts FIRE SPRINKLER MONITOR PANEL GAS VALVE 2 PHONE LINES 120—V POWER P1-15 EC SHALL PROVIDE PANEL, WIRING AND ALL LABOR FOR A FULLY FUNCTIONAL SYSTEM. VERIFY LOCATION WITH AHJ. fire -alarm system riser diagram riser diaaram PANEL L1 PANEL LCP 2" I LUTRON XPS40-12OFT 27 NIPPLES REQUIRED SOFTSWITCH PANEL I i hti n LUTRON SO-7BN—WH WALL SWITCH (CAN WASH) control system riser dia CONDUCTOR SCHEDULE O 1. 3 SETS 4-400KCMIL IN 3-3"C. 2. 4#3/0, #4 GND #4 ISO GND IN 2.5"C. 3. 4#4/0, #4 GND IN 2.5" C. 4. 4#3/0, #4 GND IN 2.5" C. 5. 4#1/0, #6 GND IN 2"C. 6. 4#10, #10 GND IN 1"C. 7. 3#4, #8 GND IN 1.25'C. 8. 4#1/0, #6 GND, #6 ISO GND IN 2"C. 9. #3/0 GROUNDING —ELECTRODE CONDUCTOR. 10. LUTRON GRX—PCBL-46L CABLE. S 3—LUTRON SO-78I—WH WALL SWITCHES (WAITRESS STATION) ra m �01 scale: nts �01 scale: nts �,�4�1✓.iH� DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 LO ,O O 4- 0 0 c .E c o CL 0 UD V s 0 O © copyright revisions: U !I AL LO ^ O 00 00 0',. 00 v1q, c a o `'- n 0 aD 00 D N C M O o LO o -4 '� L- L h O a N LO co � M � a > N , O O -0 a — O s "o O -c 1.0 O- %o N drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E9.01 1.1 L.. dL 11 ., JI AL,I-IA E 11 1!_.,., ,1 W� ��,�1. location map: code information: sonny's real pit bar-b-q 6606 gall blvd. (a.k.a. u.s. highway 301) zephyrhills florida 33542 city of zehpyrhills 5335 8th street zephyrhills, fl 33542 (813) 780 - 0020 applicable codes: 2004 florida building code 2004 florida plumbing code 2004 national electrical code 2004 florida mechanical code 2004 florida fire prevention code / NFPA 101 building classification: occupancy group A2 - assembly construction type VA unprotected, sprinkled sprinkled Wind speed 120 mph building data: heated floor area 6,358 s.f. unheated floor area 390 s.f. total gross building area 6,748 s.f. APPR V ED by Fire Marshal of Zephyrhills VV; corm pravided with plai(s) architect: rk collaborative inc. 545 delaney ave. suite 7 orlando, florida 32801 tel. 407-895-7559 fax 407-895-7544 project site scope of work: new construction. legal description: the north 15 feet of the north 150 feet of tract 56, less the east 317.56 feet thereof, zephyrhills colony company lands, in section 2, township 26 south, range 21 east, according to the map or plat thereof recorded in plat book 1, page 55, public records of pasco county, florida. the south 135 feet of the north 150 feet of tract 56, less the east 317.56 feet thereof, zephyrhills colony company lands, in section 2, township 26 south, range 21 east, according to the map or plat thereof recorded in plat book 1, page 55, public records of pasco county, florida. the north 125 feet of the West 100 feet of the east 230 feet of the south 275 feet of that portion of tract 57, zephyrhills colony company lands, in section 2, township 26 south, range 21 east, lying north of the occupied right -of -Way of state road 54, as per plat thereof recorded in plat book 1, page 55, public records of pasco county, florida. lots 7 and 8, zephyrhills executive park, as per plat thereof recorded in plat book 19, page 68, public records of pasco county, florida. retention area tract, zephyrhills executive park, as per plat thereof recorded in plat book 19, page 68, public records of pasco county, florida. lots 4, 5 and 6, zephyrhills executive park, as per plat thereof recorded in plat book 19, page 68, public records of pasco county, florida. plumbing fixtures provided: wired provided men women men women toilet fixtures 2 4 2 4 lavatories 2 2 2 2 urinals 1 0 1 0 (all handicap accessible) mechanical and plumbing engineering: engi-tech consulting inc. 768 lake howell road maitland, florida 32751 tel. 407-740-4184 electrical engineering: dickens & associates, inc. 232 bay street daytona beach, florida 32114 tel. 386-253-1511 fax 386-252-0673 rea pit bar-b-q zephyrhills, florida index of drawings: C0.01 cover sheet architectural A0.01 general information A0.02 code information / life safety plan A0.03 noa no. 05-0809.02 A0.04 noa no. 05-0809.02 A0.05 noa no. 05-0809.02 A0.06 noa no. 05-0809.02 A0.07 noa no. 05-0809.02 A0.08 noa no. 07-0418.04 A0.09 noa no. 07-0406.06 A0.10 noa no. 07-0406.06 A0.11 noa no. 07-0406.06 A0.12 noa no. 07-0406.06 A1.01 site plan A2.01 floor plan A2.02 roof plan A2.03 furniture / equipment plan A2.04 interior finish plan A3.01 reflected ceiling plan A3.02 dimensioned lighting plan A3.03 reflected ceiling framing plan A4.01 enlarged restroom plans and elevations A5.01 building elevations A5.02 building elevations A5.03 building elevations A5.04 interior elevations A5.05 interior elevations A6.01 building sections A6.02 building sections A6.03 building sections A6.04 wall sections A6.05 wall sections A6.06 wall sections A6.07 wall sections A6.08 wall sections A6.09 wall sections A7.01 roof details A7.02 exterior details A7.03 exterior details A8.01 room finishes / materials / paint and stain schedules A8.02 door / window schedules and types A8.03 equipment schedule fire safety FS.1 general notes /details FS.2 fire sprinkler floor plan structural engineering: structural S1.01 S 1.02 S2.01 S2.02 S3.01 53.02 S3.03 S3.04 S4.01 S4.02 S4.03 S4.04 S4.05 54.06 54.07 general notes wind pressure diagrams foundation plan roof framing plan details details details details building section building section building section building section building section building section building section plumbing P-1 floor plan P-2 sanitary riser diagram P-3 domestic water riser diagram P-4 general notes P-5 details mechanical M-1 general information M-2 floor plan M-3 schedules / details M-4 miscellaneous details M-5 equipment hood details M-6 equipment hood details M-7 equipment hood details M-8 equipment hood details M-9 equipment hood details electrical E0.01 electrical specifications E0.02 electrical symbol legend / general information E 1.01 site plan / drive thru detail E2.01 restaurant power plans E2.02 roof power plan E3.01 lighting plan E4.01 kitchen power plan E7.01 outlet details / hood diagram E8.01 schedules E8.02 schedules E9.01 riser diagram master consulting engineering 5523 west cypress blvd. suite 200 tampa, florida 33607 tel. 813-287-3600 fax 813-287-3622 r.c. lincoln, inc. 6559 lani drive suite 530 zephyrhills, florida 33542 tel. 813-782-1298 fax. 813-782-1334 IT 1.0 O LO C, > 4- AO 1 \ 1 ` r ,o 0)C� ._ �- 00 ,'I- "VT 0 a 0 s a O rn c 0Q- 3 O a� ao c N CO O o� U �' W a� o ° C U o �C s 0 D LO ° ��0 v ILOy o © copyright a N LO CO in a a> -a D o o -0 N () S C s 0 a`) Q > `O N UU revisions: 4 4 0 0 d rawn : sc/d m/at checked: rd date: 3-21-08 prof. no: P07-15B COSOI f L L 36" MIN 70 18" 10 Is" MIN. 9,11 MAX TOWEL SLOT TOT r LL r 30" MIN. } I I L — — — PAPER TOWEL PAPER TOWEL SANITARY NAPKIN SOAP — — — — 4 11 — — — J RECEPTACLE DISPENSER DISPOSAL DISPENSER WATER CLOSET O O O O (NOT IN STALL) FINISHED WALL SURFACE O1 i�� i Is" Is,, MIN. 19" MIN. 24" MIN. I Y" MA 42" MIN. 8„ M N. c9 M � Cn 6" MAX "' `V INSUL DRAM t `4 O r r H.U. SUPPLY 36" MAX LAVATORY LAVATORY WATER GRAB BAR/TOILET PAPER W/APRON AND MIRROR CLOSET AT TOILET O O O O NOTE: ALL DIMENSIONS ARE ABOVE FINISHED FLOOR (A.F.F,) NOT ALL ITEMS ARE NECESSARILY USED. PRECAST PANEL SECTION OR PLAN CONCRETE SMALL SCALE MASONRY UNITS LARGE SCALE WOOD SECTION FINISHED SECTION ROUGH SECTION BLOCKING 6777277777777 PLYWOOD - LARGE SCALE PLYWOOD - SMALL SCALE METAL I L SECTION - SMALL SCALE SECTION - LARGE SCALE CONCRETE '' SECTION CErENTITIOUS FILL, CEMENT SECTION / ELEVATION PLASTER INSULATION SECTION - LOOSE FILL / BATT RIGID - LARGE SCALE 11111 RIGID - SMALL SCALE EARTH, COMPACTED SECTION FILL METAL STUD --{ PARTITION SECTION OR PLAN GYPSUM SECTION - LARGE SCALE DRYWALL SECTION - SMALL SCALE p rod uct approvals: AS REQUIRED BY FLORIDA STATUTE 553242 AND FLORIDA ADMINISTRATIVE CODE 98-12, PLEASE PROVIDE THE INFORPIATION AND APPROVAL NUMBERS ON THE BUILDING COMPONENTS LISTED BELOW IF THEY WILL BE UTILIZED ON THE CONSTRUCTION PROJECT FOR WHICH YOUR ARE APPLYING FOR A BUILDING PERMIT. WE RECOMMEND YOU CONTACT YOUR LOCAL PRODUCT SUPPLIERS SHOULD YOU NOT KNOW THE PRODUCT APPROVAL NUMBER FOR ANY OF THE APPLICABLE LISTED PRODUCTS. STATEWIDE APPROVED PRODUCTS ARE LISTED ON-LINE ® W119RORIDABUILDING.OR4. CATEGORY /SUB -CATEGORY MANI,�ACTURER DESCRIPTION APPROVAL NUMBER WALL PANEL HARD( PLANK JAMES HARDIE BLDG. PRODUCTS HARDIEPLANK LAP SIDING FL" 88135 HARDI PANEL FHARDIEPANEL SIDING FL" WcJ.4 R-PANEL BERRIDGE METAL ROOF ASSEMBLY FL" 51WB EXTERIOR DOORS SWINGING CECO HOLLOW METAL DOOR FL" 4553J HOLLOW METAL FRAME FL• 4553.2 ROOFING M-PANEL BERRIDGE METAL ROOF ASSEMBLY FL" 5188.6 SINGLE PLY ROOF MEMBRANE DUROLAST SINGLE PLY MEMBRANE ROOF FL" 552J WINDOWS FIXED WINDOW PGT INDUSTRIES SERIES PW-101 ALUMINUM FIXED WINDOW - LM l_ APPROVAL NUMBER PASS-THRU QUIKSERV CORP. MODEL " SC-4030: HORIZONTAL SLIDER PLO 38S23 STRUCTUTAL COMPONENTS SIMPSON STRONG -TIE A35 ANGEL CONNECTOR FL" 414.4 AW66R CC66 EG5 EG1 ETA12 HI H6 H10 H102 HGAMIO HUS LSSU28 META22 PARTITION TYPE PARTITION TYPE (REFER e n e ra I notes: CONTRACTOR IDENTIFICATION A t0 PARTITION DETAILS) v I0 ALL FIRE EXih�C�sUISI�RS t0 BE I0 LB. ABC. THE NORTH ARROLUS NORTHCT IL WORK SHALL NOT OBSTRUCT OR CAUSE TO BE INOPERATIVE EXISTING SITE OR ADJACENT BUILDING 18 INSTALLING AIAL OWNER S�SF�p CONTRACT IBLE FOR RECEIVING, STUNLOADING, ALO p TE SCR4thJG AND TOILET ACCESSORY L ACCEPT PREMISES AS FOUND, OWNER ASSUMES NO RESPONSIBILITY FOR THE CONDITION OF THE FIRE PROTECTION SYSTEMS. IS THE CONTRACTOR SHALL PROVIDE BACKING/BLOCKING AS REQUIRED FOR (EFE IDENTIFICATION 1 ACCESSORY TYPERR EXISTING SITE OR EXISTING STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER. MOUNTING OF ACCESSORIES TO ACCESSORY SCHEDULE) 2. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK 12. CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS SO AS TO NOT ACCUMULATE DEBRIS. 20. SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS, INCLUDING, BUT SPACE NAMEUPON PROJECT COMPLETION CONTRACTOR IS TO CLEAN WORK AREAS AND JOB SITE THOROUGHLY DENNTFFICATION ONCE SPACE NUMBER CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THFU AT RNISHED OO AS t0 REMOVE ALL CONSTRUCTION DUST AND RESIDUE AND DEBRIS. NOT LIMITED TO EQUIPMENT BY SUBCONTRACTORS METAL DOOR FRAME AND WALL CONNECTION 105 IDENTIFICATION 2 EQUIPMENTO EQUIPMENT SCHEDULE) 3. DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTENDED. 13. ALL WORK SHALL BE PERFOIelm TO THE HIGHEST INDUSTRY STANDARDS FOR ajALITY CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILING WORKMANSHIP. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE JUNCTION OF STUD CASING BEAD TO WOOD TRIM. CONTRACTOR IS t0 CLARIFY WITH THE OWNER ANY SUCH DISCREPANCIES PRIOR 70 COMMENCING DETAIL NUMBER REVISION REVISION NUMBER (REFER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL BOOTH TABLE TO WALL I WORK CONFORM TO APPROPRIATE NATIONAL TRADE PUBLICATIONS, TOILET ROOM VANITY TO WALL DETAIL IDENTIFICATION 2 TO TITLE BLOCK) REFERENCE CONTRACTOR SHALL REPORT TO THE ARCHITECT ANY ERRORS, INCONSISTENCIES OR OMISSIONS HE COUNTERTOPS TO WALL DRAWING ON WHICH 4. MAY DISCOVER PRIOR TO COMMENCING WORK THE CONTRACTOR IS RESPONSIBLE FOR 14. THE OWNER MAY PERFORM ADDITIONAL WORK THAT IS NOT PART OF THIS CONTRACT WITH HIS OWN DETAIL OCCURS COLUMN IDENTIFICATION 1L INTERIOR RI.IrONhNG WOOD TRIM IS t0 BE CYPRESS +BETTER UNLESS OTHERWISE CORRECTION OF ANY ERRORS AFTER THE START OF CONSTRUCTION WHICH HAVE NOT BEEN FORCES UNDER SEPARATE CONTRACTS AND/OR WITH OTHER CONTRACTORS. THE CONTRACTOR NUMBER (VERTICAL) � NOTED (SIZE INDICATED ON DRAWINGS). ALL WOOD TRIM IS t0 BE FINISHED PER SECTION ORIENTATION COLUMN BROUGHT TO THE ATTENTION OF THE ARCHITECT. THE MEANS OF CORRECTING ANY ERROR SHALL SHALL COOPERATE WITH THE OWNER AND OTHER CONTRACTORS AND COORDINATE HIS WORK WITH SCHEDULE SHEET, ABA - SECTION COLUMN CENTERLINE FIRST BE APPROVED BY THE ARCHITECT. THE OWNER SO THAT WORK BY OTHERS MAY BE ACCOMPLISHED IN A TIMELY MANNER SECTION NUMBER 13, INTERIOR FINISH MATERIALS SHALL CONFORM TO LOCAL BUILDING BUILDING OR WALL 1 A COL. (DENT. 5. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. CODES/ORDINANCES FOR MINIMUM FLAME SPREAD CLASSIFICATIONS. SECTION LETTER (HORIZJ 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL LAKE ALL NECESSARY 24. GYPSUM WALLBOARD AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO REFERENCE A6�1 DRAWING ON WHICH 6. ALL PLAN DIMENSIONS ARE FROM FACE OF CMU OR FACE OF STUDS. PRECAUTIONS t0 SECURE SAFETY OF WORKERS AND OCCUPANTS At ALL TIMES. SECTION OCCURS / REQUIREMENTS OF LOCAL BUILDING CODES/ORDINANCES. INTERIOR ELEVATION ORIENTATION ELEVATION I001-011 CONTROL POINT i. ALL CONSTRUCTION SHALL COMPLY WITH ALL PERMITS t ALL APPLICABLE BUILDING CODES AND 16, CONTRACTOR SHALL LOCATE ALL SITE MECHANICAL AND ELECTRICAL SERVICES AND 25, ALL WOOD STUD WALLS SHALL BE EFFECTIVELY DRAFTSTOPPED AT THE CEILING TARGET FLOOR DATUM / BENCHMARK LOCAL RESTRICTIONS BY ACCEPTANCE OF CONTRACT TO CONSTRUCT THIS PROJECT THE DISTRIBUTION SYSTEMS WHETHER SHOWN OR NOT, AND t0 PROTECT THEM FROM DAMAGE. THE LEVEL ELEVATION I ELEVATION NUMBER CONTRACTOR ACKNOWLEDGES THAT HE HAS READ ALL THE APPLICABLE PORTIONS THE BUILDING, CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF OTHER UTILITIES OR REFERENCE DRAWING ON WHICH PLUMBING, MECHANICAL, AND ELECTRICAL CODES IN EFFECT FOR THIS BUILDING, AND THAT THE OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE ELEVATION OCCURS CONTOUR FINISH CONTOUR CONSTRUCTION SHALL BE PER SAID CODE. NO ADDITIONAL MONIES WILL BE PROVIDED (BY WORK. IDENTIFICATION EXISTING CONTOUR EITHER THE ARCHITECT, HIS CONSULTANTS, OR THE OWNER) FOR ITEMS REQUIRED BY THE CODE BUT �~ THAT WERE UNINTEN- TIONALLY NOT INDICATED ON THE DRAWINGS BY THE DESIGNERS, 11, THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ELEVATION ORIENTATION OR REPLACE ANY FAULTY, IMPROPER OR INFERIOR MATERIALS OR N ON PLANS 8 ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO STATE, LOCAL, AND MULTIPLE INTERIOR WORKMANSHIP WHICH SHALL APPEAR WITHIN STATE STATUTORY CATEGORY ELEVATION E MULTIPLE ELEVATION OPENING NUMBER REFERS NATIONAL. REQUIREMENTS PERIOD FOR CONSTRUCTION WARRANTY OR ONE YEAR MINIMUM OR W REFERENCE 1 NUMBER M AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE DISCIPLINE _ 1238 IDENTIFICATION NUMBERS ARE IDENTIFIED 70 tF�E OPENING SCHEDULE. g DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR RIGHTS -OF -WAY WITHOUT FIRST OBTAINING DRAWING ON WHICH UCH THE PROPER PERMITS. COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. A5DI S ELEVATIONS OCCUR THE SERVES EXAMPLE A5901 I I DRAWING NO. (1-SS) A/C AIR CONDITIONER (LNG) CART CABINET DIM DIMENSION RA RETURN AIR S SOUTH UNFIN UNFINISID FA FIRE ALARM HM HOLLOW METAL MAS MASONRY ACOUST ACOUSTICAL CB CATCH BASIN DN DOWN FD FLOOR DRAIN HORIZ HORIZONTAL MAX MAXIMUM OA OVERALL RAID RADIUS SC SOLID CORE LINO UNLESS NOTED OTHERWISE ACT ACOUSTICAL TILE DRWG DRAWING OC ON CENTER (6) GEM CEMENT FIRE EXTINQUISNER HR HOU R MC MEDICINE CABINET OD OUTS( E DIAJDIMENSION RB RUBBER BASE SD STORM DRAIN URIN URINAL AD AREA DRAIN CER CERAMIC DS DOWNSPOUT FEC FIRE EXTINGUISHER CAB'T HVAC HTG, PENT, AIR GOND. MECH MECHANICAL RD ROOF DRAM SEAL SEALED CONCRETE GI CAST IRON DTL DETAIL FHC FIRE HOSE CABINET MEM MEMBER OPG OPEN ING ADD ADDENDUM DWR DRAWER OFF OPPOSITE REF REFERENCE/REFER SECT SECTION ADJ ADJUSTABLE CJ CONTROL JOINT FIN FINISH (ED) MET METAL REINF REINFORCE (MING) OHELV SHELF(ING) AFF ABOVE FINISHED FLOOR CL CENTERLINE FL FLOOR (ING) MFR MANUFACTURE (R) REQTD REQUIRED SHT SHEET VB VINYL BASE ALT ALTERNATE CLG CEILING FLASH FLASHING ID INSIDE DIAJDIMENSION MH MANHOLE RE7 RETURN SIM SIMILAR VCT VINYL COMP TILE ALUM ALUMINUM CMU CONCRETE MASONRY UNIT FLEX FLEXIBLE INCL INCLUDE (DXING) MIN MINIMUM PC PRECAST CONCRETE REV REVISION(0)/REVISED SPEC(S) SPECIFICATION (6) VERT VERTICAL ANC ANCHOR (AGE) CO CLEAN OUT E EAST FLUOR FLUORESCENT INSUL INSULATE (DXION) MIR MIRROR PCF POUNDS PER CUBIC FOOT RH RIGHT HAND SQ SQUARE VEST VEST15LE ANOD ANODIZED COL COLUMN EA EACH FS FULL SIZE INT INTERIOR MISC MISCELLANEOUS FL PLATE RL RAINWATER LEADER SS SERVICE SING VIUC VINYL WALLCOVERING APPROX APPROXIMATE CONC CONCRETE EF EACH FACE FT FOOT)FEE7 INV INVERT MLD MOLDING F'LAM PLASTIC LAMINATE RM ROOM SST STAINLESS STEEL AUTO AUTOMATIC CONST CONSTRUCTION EJ EXPANSION JOINT FTG FOOTING JAN JANITOR MO MASONRY OPENING PLAgS PLASH RO ROUGH OPENING ST STAIN CONT CONTINUE(OUS) ELEC ELECTRIC (AL) FUR FURRED (ING) JOT JOIST MT METAL THRESHOLD CPT CARPET(ED) ELEV ELEVATION FU7 FUTURE Jt JOINT M?D MOUNTED PLF POUNDS PER LINEAR FOOL ROFL RESILIENT FLOORING STD STANDARD W WEST CT CERAMIC TILE EMER EMERGENCY MTL MATERIAL �- PLYWOOD RT RUBBER TILE STOR SSTL TEO�RAGE W/ WITH CTR CENTER ENCL ENCLOSURE(URE) KO KNOCKOUT MUL MULLION PNL PANEL SIRLIC STRUCTURAL WC WATER CLOSET BBD BULLETIN BOARD EQ EQUAL PINT PAINT (ED) WD WOOD BD BOARD CUFF. CUBIC FOOT/FEET EQUIP EQUIPMENT PR PAIR SUSP SUSPENDED WOW WINDOW CU YD. CUBIC YARD GA GAGE/GAU GE SYST SYSTEM BLDG BUILDING EW EACH WAY PSI POUNDS PER SQUARE INCH WF WALL FABRIC BLK BLOCK GALV GALVANIZED POF POUNDS PER SQUARE FOOL EWC ELEC. WATER COOLER N NORTH WH WATER HEATER BLKG BLOCKING EXIST EXISTING GL GLASS, GLAZING LAB LABORATORY PT PRESSURE TREATED WI WROUGHT IRON BM BENCHMARK GPDW GYPSUM DRYWALL LAM LAMINATE (D) NAt NATURAL PTN PARTITION BOT BOTTOM DBL DOUBLE EXP EXPOSED GYP GYPSUM NIC NOT IN CONTRACT TEL TELEPHONE W/O WITHOUT BR's BEARING DEMO DEMOLISH (t10N) EXPY EPDXY LAY LAVATORY � PVC POLYVINYL CHLORIDE WP uJA,TE�RO�{jNG) BUR BUILT UP ROOFING EXT EXTERIOR LH LEFT HAND NO OR NUMBER PVMT PAVEMENT TtG TONGUE ! GROOVE WOCT WAINSCOT OF DRINKING FOUNTAIN NOM NOMINAL THK THICK (NESS) LL LIVE LOAD WT WEIGHT DIA DIAMETER HB HOSE BIBS LT LIGHT NTS NOT TO SCALE TV TELEVISION DIAL DIAGONAL HC HANDICAP (PED) LTWT LIGHTWEIGHT iYP TYPICAL M WELDED WIRE MESH HDW HARDWARE Q7 QUARRY TILE HGT HEIGHT DISCIPLINE A ARCHITECTURE C CIVIL L LANDSCAPE/IRRIGATION S STRUCTURAL INTERIOR DESIGN D FuRNITURE/FiwIOHINGO G GRAPHICS K FOOD SERVICE F FIRE PROTECTION P PLUMBING M HYAC E PCIIIER/LlwTMG X FAJSECURITY/OECURITY CCTV Y AUDIO/VIDEOfML/DATA R SING CATEGORY 0 GENERAL/LIFE SAFETY/PfNS 1 SITE PLANS/DETAILS 2 FLOOR/ROOFAMEZZ PLANS 3 REFLECTED CEILING PLANS 4 LARGE SCALE/PARTIAL PLANS 5 EXTANT. ELEVATIONS 6 BUILDING : WALL SECTIONS 7 EXTERIOR/INTERIOR DETAILS 8 SCHEDULES 9 RISERS L OO d *_O O O0 L6 00 o caoo m s0, c c U� a 0 a� 00 D M N O 0 O -a D u O - �-C �. V C3 c L 0 L- U) 0 © copyright a .Q 9 L CN ,'I- LO M c0 -2 CM 0 o O c revisions: d rawn : sc/d m/at checked: rd date: 3-21-08 prof. no: P07-15B A0901 N O1 � %0 � � O L r s t\PI-11 O C � U 10 4W7 o • op pp vJ;z o ct c v X O u 0 I 4 TIER 5 TIER • F -C ti IBX48ME 2OX60 2OX60 24X54 � 0 � a J � 4 a� � 4 TIER M O 0 -0 18X54 QX-- �i 2OX 1 "' � i I I; I �; r U C o u ° o Ly 3 ) -a u *-0 EM 1 2 T 2 2 T :1 1 L �C ♦ a 0 L0 N O Cr ` I '- N 01000 TRAIIELD�Ai�SZ------� i MAXIMUM DISTANCE BETWEEN EXITS 86'-8" 0o I� EM----------- iVN o / / 4 TIER 4 TIER 4 TIER II II ♦ � 24X48 24X48 24X x'8 19 Ilk O 0011 II II rI ' I I I X I FE ' N Cu 1 10000♦ II w L=I ❑ EM I II OD II i x I ♦ II Cu W® 24X48 24X60 I , ,❑ , / I No 2�a4e e 4 TIER24X36 N AmAA1' I O� / ♦je♦llIIIIi �nIIIII�IIIII --�II - ___ ♦ ♦ — — �IiIIIIiIIIItIIIIIItIIIIII — III1ItI1►II�IIIII1IlI1IIIIII — —�--'' EM pcopyrightCu4 TIER TIER TIER ro FE 24X48 24X48 4 TIER 4 TIER A (T 48 co 11 X42 I ______ — — — — — — — — — — — — — — — — -------- — — — 0171 QT� 01 0/ MAX" TRAVEL DISTANCE 64'-6" 10 / ♦ o I / x III II II i35" o�.v 0e Zac_�. . ll \♦ — 0 Ll FE ♦ M�0 0I MAXIMUM TRAVEL DISTANCE 31'-0" ,.o 0 - — ` 10 s 0 EM ` ° 'O 0 U ` O N 11 (E 1 11 CE I T ID - ` (E T (E 11 revisions: w NIJ ♦ I Em EGRESS REQUIREMENTS.- m .y � Q REQUIRED EGRESS • OCCUPANCY X 02 = X 2 = REa EGRESS fire ext. detail legend MAX" DISTANCE OF TRAVEL - ASSEMBLE SPRINKLED - 200' EMERGENCY LIGHTS EGRESS WIDTH PER PERSON SERVED -TABLE 1005J EXITS. WALL ASSEMBLE A-2 ■ 02" REQUIRED (FBCk MINIMUM 2 NUMBER OF EXITS RE OCCUPANCY OCCUPANCY CALCULATIONS FIRE EXTINGUISHER� �FE drawn : sc/dm/at EMPLOYEE REQUIRED EGRESS - BUILDING AREA AND BAR DOORS N 4 2 * 6'-0" • 12" KITCHEN (200 Sa FT. PER OCCUPANT) n MOUNTED FIRE WNGUISHER. FIRE EXTINGUISHER CAB. checked: rd - " �� 14 X 02 - 2B X (2) = 5.6 DOORS 43 ! 4 • V-0" - 36" 2,124 $a Ft /200 - 14 OCCUPANTS FEC date: 3-21 -08 FIXED SEATING REQUIRED EGRESS 201X02.41.4 X(2)=82.8 BACK DOOR • 3'-4" • 40" PATRON AREA W/ NON -FIXED SEATING (15 SF PER OCCUPANT) sonny s restaurant renovation - life safet Ian ® EXIT SIGN WAITING AREA REQUIRED EGRESS - KITCHEN 212 Sa FT, i 15 - 15 OCCUPANTS w e prof. no: P07-15B 31 X 02 = 62" X (2) = V11 BACK DOOR, 4'-0' • 48" FIXED SEATING A0.02 scale: 1 /8"=1'-0" a :t 35N EXIT WIDTH PATRON AREA REQUIRED EGRESS - ACTUAL COUNT ■ 201 OCCUPANTS 15 X 02 • 3.0" X (2) ■ 6V GROSS AREA (BUILDING FOOTPRINT} 6,148 SF WAITING AREA (5 Sa Ft PER OCCUPANT) S — — MAXIMUM TRAVEL DISTANCE TO NEAREST EXIT OF AN OCCUPIED SPACE 9 TOTAL REQUIRED EGRESS - 1012" SEATMWTABLE CALCULATIONS 154 Sa FT. /5 310CCUPANTS \-FLOI EGRESS REQUIRED ■ 1012' DINING AREA: 3112 TOTAL OCCUPANCY: 268 OCCUPANTS LINE MAXIMUM DISTANCE BETWEEN EXITS I AO*02 E�� PROVIDED � �'" 11 MIN" CORRIDOR AISLE WIDTH REQUIRED= � �'�S" � NOTE: THE CALCULATED OCCUPANCY SHOIIIrI ABOVE IS BASED � — — � MAXIMUM DIAGONAL DISTANCE OF BUILDING � � MINIMUM CORRIDOR AISLE WIDTH PROVIDED- 425 TOTAL' OF BULDMG OCCUPANTS: 299 PERSONS ON THE REQUIREMENTS OF NFPA 101(LIFE SAFETY CODE). MIN. CLEAR OPENING OF EXIT DOORS REQUIRED- 35" 2001 FBC 83 x 02 - 16b" REa • FRONT DOOR (I PROVIDED) MIA}�MI•MIAMI-DADE COUNTY, FLORIDA 6-AA;6W METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildin�codeonline.com CECO Door Products 9159 Telecom Drive Milan, TN 38358 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Cade, including the High Velocity Hurricane Zone. DESCRIPTION: Imperial Series 118070 / 407011 Outswing Commercial Steel Door APPROVAL DOCUMENT: Drawing No "05-183", titled "Series 8070 Elevation Drawing Flush & Glazed Imperial Doors", dated 07-26-05 and last revised on 12/20/05, sheets 1 through 16 of 16 prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & supersedes NOA # 04-0611.04 consists of this page 1 and evidences page E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. Li NOA No 05-0809.02 Expiration Date: August 05, 2009 Approval Date: January 12, 2006 Page 1 CECO Door Products. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "05-183", titled "Series 8070 Elevation Drawing Flush & Glazed Imperial Doors", dated 07-26-05 and last revised on 12/20/05, sheets 1 through 16 of 16 prepared by Tilteco Inc., signed and sealed by Walter A. Tillit Jr., P. E . B. TESTS (transferred from fde#04-0611.04) 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 (except sp# 7 louver) 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistant Test, per FBC, TAS 202-94 (Not Performed) 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 Along with marked -up drawings and installation diagram of outswing steel door, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0345-0203-04 (HTL-04017), (specimen # 1, 2, 3, & 5), dated 02/11/04 thru 02/21/04, signed and sealed by Vinu J. Abraham, P.E C. CALCULATIONS: 1. Anchor verification calculations, complying w/ FBC-2004, dated 08-15-2005, prepared, signed and sealed by Walter A. Tillit Jr., P. E. 2. Anchor verification calculations, 05/24/04, prepared, signed and sealed by Walter A. Tillit Jr., P. E. (transferred from file#04-0611.04) D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file#04-0611.04) 1. Test reports No. R5692/O1NK36633, issued by Underwriters Laboratories Inc. for polyurethane foam cores "Surface burning characteristics" per ASTM E-84, dated September 21, 2001, issued to BASF. Corp. 2. Test report No.01.10085.01.627, dated April 29, 2004, for "Self ignition test" per ASTM 1929 D for the BASF polyurethane foam cores, issued by Southwest Reseaxeh Institute, Texas. 3. Tensile Test report No. Job# 4DM-426, dated March 13, 2004, issued by Q C Metallurgical, Inc, per ASTME-8, signed & sealed by Frank E. Grate, P.E 100 Max. 100 Max. 1 47 25/32 47 25/32 11 47 25/32 47 25/32 --� 12 Welded Comers Caulk Frame Door Max Door Max T2 Welded Comers p/6 (Sea Sheet 6/16) Caulk Frame Door Max D/8 Door M x 8/3 (See Sheet 6/16) Perimeter Perimeter O+r�+ 1 '� 6 Locations (Typ.) 6 Locations (Typ,) 2 -"- 9 C/ 30 Max �j F/4 / (D O F/4 33 D.LO. @ 33 1 32 Max © or ® or 3 0 or or 3 D.LO. -- -- — _- 83 112 6 83 or Max Door Max 1Q Q Door � 7 Q 33 Max r7 71 33 Max 40 40 8 V4 - $ 9 9 N3 D/a N3 AV3 D/S --� 13/3 711 Caulk Under 3/8 Undercut 11 Caulk Under 3/8 Undercut Qutswlna Dann Threshold autlII Doors Threshold (interior VIMO (Interior View) Rim Fyif Devices With Hardware Mullion Rim Exit Devices With Hardware Mullion General Notes for 8070 Series Flush & Glazed Imperial Doors: 1. Double 8070 Series Imperial Outswing Commercial Steel Door w/series "SF" frame iamb and head, shown on this Product Approval Document (PA.D.) 100 Max, has been verified for compliance in accordance with the 2004 edition of the Florida Building Code. Door may be Installed of High Velocity Hurricane Zones. Design wind loads shall be determined as per section 1820 of the above mentioned code. In order to verify that components on this P.A.D., as tested, tl 47 T2 /32 Welded Corners 25/ 32 47 25 were not overstressed, a 33% Increase in allowable stress for wind loads was SM used in their analysis. A CD-1.60 duration factor was used for wood Caulk Frame Door Max poor M x fasteners verification. Perimeter B/3 D/0 8/3 (See Sheet 6/16) This Door's adequacy for impact and cyclic resistance has been verified in accordance with section 1809.1.4 of the above mentioned code as per TAS-201, TAS-202, TAS-203 protocols, as per HTL lab report #0345-0203-04 and as per submitted structural calculations, performed as per section 1612 of the Florida Building Code. 6 Locations (Typ.) --- 2. Des' n Pressure Rating: +70 pef, -70 psf ITKIR Door LJNOT Approved for water Infiltration 3. Minimum Frame Depth: 5 3/4" C% 30 Max 30 Max F/4 4. See Sheet 7, 8, 9 de; 14 for Component NomenclatureD.L.O. © D.L.O. 33 32 Max I 32 Max 5. See Sheet 5 for Anchor Details and Location or ® or 3 D.LO. D.L.O. S. All Dimensions are in inches 83 1/Hurricane17. 33 86 7. This Door DOES NOT require a Hurricane Protection Device Door Max 8. (a) This P.A.D. prepared by this engineer is generic and does not provide Information for a site specific project; i.e. where the site conditions deviate 7 Max from the P.A.D. L(D (b) Contractor to be responsible for the selection, purchase and Installation Including life safety of this product, based on this PA.D., provided he/she 40 _ does not deviate from the conditions detailed on this document. Construction safety at site is the controctor's responsibility. B t' (c) This P.A.D. will be considered invalid if altered by any means. PR9l1t1CT REVIEW 9 (d) Original P.A.D. shoo bear the date and original seal and signature of the professional engineer of record that prepared it. "OBWPb'hK11111111111411111'11111111" Bomft cede 8/3 D/ e B/3 9. Door's manufacturer label shall be placed on the exposed surface of (B) or A,*pWm He OS-Og�-oZ 11 Couik Under 3/8 Undercut O�abelshall_ be placed for every opening. Label shall read as follows: g o Outswing Doors Threshold 9159 Telecom Drive 7S C. (Igterfor View) Milan, Tennessee Miami D Pivdre/Cos Rim Exit With Hardware Mullion Mloml-Dade County Product Control Approved. Bivisiae MATERIAL SPECIFICATIONS: REVISIONS: 07-26-0 GENERAL (;;1— 8070 Series Elevation Drawing DRAWN BY: DATE: 12-19-0 �'� IL E c o INe. Finish: Rust Inhibitive Flush & Glazed imperial Doors 07-26-05 DRAWING NUMBER: TILUT TESTING a ENGINEERING COMPANY Primer, One Coat 05--183 e N.11nth 1-1530.F.3XVIRI:(301 n�Al1,Ee _... CECE DD�R PRODUCTS WALTER A. TILLIT Jr., P. E. ®-000e719 MiAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER a TLW jr., P• E.Sheet 1 Of 16 fTORIOA Lie. 441e7 Milan Tennessee 38358 isbaq I. chanda, P.E. Product Control Examiner NOA No 05-0809.IZ Expiration Date: August 05, 2009 Approval Date: January 12, 2006 E-1 Caulk Frame Perimeter 33 83 1 /2 -- 86 Door MaxMax 33 9 52 Max.- - 47 25/32 Door Max 8/3-0-1 4 30 Max D.L.O. L 32 Max _ I D.L.O. 2)+19 0 3 Locations (Typ.) B/3 3/8 Undercut Outswing Door (interior Vied Rim Exit Device CECO Door Products. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (transferred from file# 04-0611.04) 1. Statement letter of anchor verification compliance to FBC-2004, dated July 29, 2005, signed by Walter A. Tillit Jr., P. E. 2. Statement letter of conformance and "No fmancial interest", both dated June 09, 2004, signed by Walter A. Tillit Jr., P. E. 3. Statement letter of compliance issued by Hurricane Testing Laboratory LLC., as part of above referenced test report. 4. Statement letter dated 12/19/05, issued by Ceco Door products, requesting deleting of wood installation options, signed by Larry Tyler. G. OTHER 1. This NOA revises & supersedes NOA #04-0611.04, expiring August 05, 2009. 2. Letter from consultant stating that the product is in compliance with the Florida Building Code (FBC) (transferred from fle#04-0611.04). 11 T2 Welded Caulk Frame Corners (See Perimeter _ Sheet 6/16) F/4 - -�or®ors of J 1 Caulk Under Threshold 33 C/4 83 1/2-------- 86 Door 11 Max Max 33 ^ 9 shaq I. chanda, P.E Product Control Examiner NOA No 05-0809.02 Expiration Date: August 05, 2001 Approval Date: January 12, 2006 E-2 52 Max.- 47 25/32 Door Max A/3 4-1 0 2)+19 O 3 Locations (Typ.) 15 I A/3 3/8 Undercut `"`11 Outswing Door (Interior View) Rim Exit Device MATERIAL SPECIFICATIONS: -� I L E c o INc. Finish: Rust Inhibitive Ta.uT TESTING & ENGINEERING COMPANY Primer, One Coat eels N.W. Jeth sae vre0wu nanGA J31M WALTER A. TILLIT Jr., P. E. *°� »-ts>o . Fa" : ]0l)R71-1e1I E6-0006719 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. TIWr Jr., P. E. FLORVA Lk. J 44167 General Notes for 4070 Series Flush & Glazed Imperial Doors: 1, Single 4070 Series Imperial Outswing Commercial Steel Door w/series "SF" frame jamb and head, shown on this Product Approval Document (P.A,D.) has been verified for compliance in accordance with the 2004 edition of the Florida Building Code. Door may be installed at High Velocity Hurricane Zones. Design wind loads shall be determined as per section 1620 of the above mentioned code. In order to verify that anchors on this T2 Welded P.A.D., as tested, were not overstressed, a 33% increase in Corners (See allowable stress for wind loads was iZ used in their analysis. A Sheet 6/16) CD=1.60 duration factor was used for wood fasteners verification. This Door's adequacy for impoct and cyclic resistance has been 9 verified in accordance with section 1609.1.4 of the above mentioned code as per TAS-201, TAS-202, TAS-203 protocols, as per HTL lab report #0345-0203-04 and as per submitted structural calculations, performed as per section 1612 of the Florida Building Code, F/4 2. Design Pressure Rating: +70 psf, -70 psf 3 or ® or :J This Door IS NOT Approved for Woter Inflitration 3. Minimum Frame Depth: 5 3/4" 4. See Sheet 7, 8, 9 & 14 for Component Nomenclature 5. See Sheet 5A for Anchor Details and Location 6. All Dimensions are in inches 40 7. This Door DOES NOT require a Hurricane Protection Device 8. (a) This P.A.D. prepared by this engineer is generic and does not provide information for a site specific project; i.e, where the site conditions deviate from the P.A.D. n (b) Contractor to be responsible for the selection, purchose and ZJ installation including life safety of this product, based on this Caulk Under 11 P.A.D., provided he/she does not deviate from the conditions this document. Construction safety at site is the Threshold detailed on contractor's responsibility. (c) This P.A.D. will be considered invalid if altered by any means. (d) Original P.A.D. shall bear the date and original seal and PRODUCT REVISED signature of the professional engineer of record that prepared it. by ee�ptytK wN6 the Rorms Cede 02 9. Door's manufacturer label shall be placed on the exposed � surface of ®or One label shall be placed for every opening. Label shall read as follows: CEC13 DWR PRODUCTS 9159 Telecom Drive Milan, Tennessee Miami -Dade County Product Control Approved. REVISIONS: 00 RD0849 07-26-05 4070 Series Elevation Drawing GENVIAL DRAWN BY: DATE: 12-19-05 Flush & Glazed Imperial Doors S.M./M.C.V. 107-26-05 DRAWING NUMBER: CECO DOOR PRODUCTS 05--183 Milan Tennessee 38358 Sheet 2 Of 16 2 L0 Io O LO Lo I\ 0 I c a- 00 (� U c o o `~ O s CL c 0 U Q- O ' a) 00 CN c t`7 O 0 -� U � Q) a� o D } c ° } o � s C c L0 0 L. L -4Ch v u7 Ch o (E) copyright 0 CL E M CO O N -0 O, — •L O 0 O O N LO O �s 6 O s1 0 �O N c0 revisions: I ' A i I drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A0903 Existing Structure INT'ERII See Sheet 6 For Threshold Details See Sheet 5 1/4" Shim Max, Typ. Caulk Perimeter, Typ, (Exterior & Interior) Existing Structure • Structural member @ at Head Must be Filled w/ concrete ONLY when jambs ore all filled w/ concrete w/o anchors. (For case corresponding to sections A -A & E-E on sheet 5) In this case, structural member at head must be designed to carry 20lb/fL load imposed and must be reviewed by Building Official EXTERIOR See Sheet 7, 8 & 9 for Component Nomenclature For Spacing Concrete Slab Req'd. ��anA—A Typ. MATERIAL SPECIFICATIONS: 'I isillsessessuse 11LIECOiNc. -\ TILLIT TESTING & ENGINEERING COMPANY a.1a6 N.NPheni : (CGS%71—i7e baia7,fto�6� Y71aa WALTER A. TILLIT Jr., P. E. Ee-0006719 MIAMI-DADE COUNTY P,E. SEAL/SIGNATURE/DATE WALTER A: TILLIT Jr., P. E, FLORIDA Up. P 44107 See Sheet 5 For Spacing 1/4" Shim Max 1/4" Shim Max, Typ. Caulk Perimeter, Typ. (Exterior & Interior) �— Concrete Slab Req'd 222U2 B—B Typ- Vertical Cross Sections For 8070 & 4070 Series Imperial Doors CEC❑ DOUR PRODUCTS Milan Tennessee 38358 F Anchor a Q: F Q t d 0 —�C cl B 8 D� 3.375 6,50_ 0 �- 9,500 16100 • °' FRO80CT REVISED ft !0�►>> with at Fierille Code Dws S.M./M.C.V. 1 07-26-05 DRAWING NUMBER: 05-183 Sheet 3 Of 16 'L r r r 'a 10 70 10 10 IO 10 10 3,375 D Poured Concrete or Concrete Block Wall w/ Grouted cells req'd. a -a x 7-17 DOOR SIZE EXISTING STRUCTURE EXTERIOR Simultaneously Poured Simultaneously Poured Concrete or 1/4" Shim Poured Concrete Block Wall w/ Mny Concrete Req'd Concrete Req'd EXTERIOR Grouted cells req'd. 3/8"W F.H: Power Bolt ' 5.750 s her Anchor W/ 2" Min. • ' Embedment and 4" Min. '- Edge Distance. INTERIOR EXTERIOR Existing Opening Anchor Required. 1 SEC"CIDN F•"f INTERIOR INTERIOR 5 3 4" EXTERIOR INTERIOR INTERIOR so= age8 3,750 EXTERIOR PRODUCT REVISED ! FRAME JAM AST CTION POURED CONCRETE WALL � 500 c Be d rRAl1E JAIL AT POLMEE D CONCRETE WAM � AN MW BW Al MIMNRY W� 1 � l-IOU a iemlewith the Flee AccoplsmNe-O&f-OZ Expiratin By e Structural member at Head must be filled simultaneously w/ ` Mlesri concrete ONLY when jambs are all filled w/ concrete w/o anchors, Poured r Dh•M (For case corresponding to sections A -A do E-E) Concrete Req'd 8 {� x i F.H. Tapcon Anchor In this case, structural member at, head must be designed to carry W/ 1 1/4" min. embedment 20lb/ft, load imposed and must be reviewed by Building Official See Sheets 7, 8 & 9 for �f;1lATI0MAL CHARD 8135N) Components Nomeclature MATERIAL SPECIFICATIONS: REVISIONS: OLD RD0849 07-26-05 GENERAL12-19-05 Frame Anchor Installation Details For DRAWN BY: DATE: IL E C O INc. 8070 Series Imperial Door S.M./M.C.V. 107-26-05 TILLIT TESTING & ENGINEERING COMPANY DRAWING NUMBER: e3aa N.N. 3aa. >k., ab. 30S YMCaM MNIM 331M °10, :C3 �7t-05VMW` ,-1a31 CEC❑ DOUR PRODUCTS 05-18 WALTER A. TILLIT Jr„ P. E. MIAMI-DADE COUNTY P.E: SEAL/SIGNATURE/DATE WALTER EBA— iLLIT Jr.. R E. C Milan Tennessee 38358 Sheet 5 Of 16 I0a 44107 e•; na .Q. •'a. Q a d, A �A l� c a.. —1U See Sheet 5 For Spacing 9* Caulk Perimeter, Typ. EXTERIOR Typ- Detail A r-1,750 Typ. INTERIOR * Jamb Q9 may also be attached by pouring concrete into it as per section A —A, on sheet 5. D D •p 9 See Sheet 5 8 For Spacing 1 /4" Shim Max, Typ Section F—F 'E) f PRODUCT REVISED W+a the Filarkile � 1, 05 0 ,� oZ Detail A ConIrol MATERIAL SPECIFICATIONS; REVISION : OLD RD0849 07-26-05 Horizontal Cross Sections For 8070 & GEN AL - DRAWN BY: DATE: 107-26-05 —� t! 1L E C O INc. 4070 Series Imperial Doors p S.M./M.C.V. TILLIT TESTING & ENa1NIMRINO COMPANY DRAWING NUMBER; WALTER A. TILLIT Jr., P. E. """'' ��°""-I= • r"" ` '"1°" CECE DOUR PREDUCTS 05--183 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A.T� Jr., P. E. FLORIDA ue. # 441s7 cm:Milan Tennessee 38358 Sheet 4 Of 16 52" Max. Max Shim—�{� E Max •4 E Y to .a„ D .1. D 3 3 8 ANCHOR SPACING 3 31 8" /" O 10"0 Poured Concrete or Concrete Block Wall w/ Grouted cells req'd. FRAME AN(M AT POURED CONCRETE OR A'-Oe rt 7'-e" DOOR_= EXTERIOR Poured Concrete or 1/4" Shim Concrete Block Wall w/ Max Grouted cells req'd. 3/8" 0 F,H. POWER BOLT rAnchor W/ 2" Min. ,4" `• Embedment and 4" Min. Edge Distance, Existing Opening Anchor 1 INTERIOR EXISTING STRUCTURE *911 !, . �� ]:. �" a1�=ill.. tla .a'lL,:• MATERIAL SPECIFICATIONS: 11—L T 0 E7c TILLIT TESTING & ENGINEERING COMPANY e355 NA 3etl,. fl.. 306 WNW aimol4 ROM 33166 WALTER A. TILLIT Jr., P. E. "°'" ` M o 067 a 1��"-'� MIAMi-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER LIC, 0 1416E E. INTERIOR 8 3,750 EXTERIOR M Poured Concrete Req'd 8 x 1 } F.H. Tapcon Anchor W/ 1 1/4" min, embedment SEM AMXM PRODUCT REVISM es telppbft with the Fkdit Bnidlhei Cede Acthpteaes N. S =o a S ° alorerto>, By Miami Division See Sheets 7, 8 & 9 for Components Nomecloture REVISIONS: LDR00849 02?9-( NE - Frame Anchor Installation Details For DRAWN BY: DATE: 4070 Series Imperial Door S.M./M.c.V, Q7-26--0 DRAWING NUMBER: rM CECO DOUR PRODUCTS 05-183 Mltan. Tennessee 38358 Sheet 5A Of 16 O U LO Iq Iq LO Iq V) O I\ r— c a 0, o • � coo co �� ri co 0 O C)v �t c 0 o 0 m s Iz c 'c c a 0 — a) 00 N C M O 0 U � •` U C: O 0 u `n 4 C m v =) L..0 LO /n O © copyright I_ O O (5 ev N i m E O U C" C •3 N O O O 0 00 N W /n O N CV �- E LO - M Cq -2 CY) O -Do 00 OO to LO o=O %O s O No a O `O IV C revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A0e04 I I I ' I II IINIR 11111 JIrVjj Jill I! I I I I I I I 11 _ _ _ 1 1 it _ mlw I Existing Struc` (4)1 /4"-20xl 1 � Supplied By Manu " Shim Max, Typ. * Structural member 10 at Head Must be Filled w/ concrete ONLY when jambs are all filled w/ concrete w/o anchors. (For case corresponding to sections A -A & E-E on sheet 5) In this case, structural member at head must be designed to carry 20lb/ft, load imposed and must be reviewed by Building Official -`erl0cking r0lu Over Tab )Ided) Corner Miter Seam 1 Interlocking Fold Fully Welded Over Tab 1fl Frame Head INTERIOR � � :' : EXTERIOR I I I p 8 I I I I . I I 14 I I I I I I I I . 0 I I (2) 3/8"-16 x 3/4" 15 0 Frame Jamb Socket HeadScrews r - , ' • 16 I I Frame Corner Detail UVLM (2) 3/8"-16 Power l-PRODUCT l1rli lode Fasteners Inc. Drop -In / / Concrete Slab Req'd. Acetpe lea a. L Anchor w/ 1 1/2" Min. Embedment. 1 1/2" Typ' ey �5��- �. & 4 1/2" Min. Edge 288 See Sheet 5 Miami D skill" tdaetCoe Distance Section D_Q For Spacing MATERIAL SPECIFICATIONS: 05 Cross Section Vtew Of Mullion REVISIONS: OGENERALLD RD0849 07_26_ Attachment And Frame Corner DRAWN BY: DATE: L E C O .N�. S.M./M,c.v. 07-26-0 Condition For 8070 Imperial Door TIWT TESTING do ENGINEERING COMPANY DRAWING NUMBER: 0" N. � ; (1 - " er�raeNMl�,n, a �,le 0 5 --18 3 WALTER A. TILLIT Jr., P, E, ES-0006719 = CEC ❑ DEER P R E D U C T S MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE w� 1OA �aT 4,1 Mttan Tennessee 38358 Sheet 6 Of 16 �+-2,375--�� j [ + ,625 [-1.625 0.625 C23.28t Dln 1.250 Holes I �•343 1,593 .75o h•� ,500 25 MULLION SPACER BLOCK 1.875 MATERIAL SPECIFICATIONS, I CRS 12 Ga (0,093') Nom- >t_G6 ':ice ► _ e: 61 2. Lb03 jam--- 4,250 t1.313 uLO ;I 0.750 L6 5 I1,000 ,312 "B" TYP 37 n (@ CYLINDRICAL LOCK GUARD 1.625 (LG-24) 030 -T MATERIAL SPECIFICATIONS, ♦ a + 1.000 --- --- � 18 GA, CR C,042) ^� W1,000 -- - ----- i (P CYLINDRICAL LOCK REINFORCEMENT MATERIAL SPECIFICATIONS, 4,125 01500 12 GA (,093) CS TYPE H r F0,375 0.250 0.938 0,125 01875 a Ea 1,7501,750 L063 "--0.975� Punch 6 tap0 1— for 12-24 M.S. 3,625 C2 places) 7,000 FRAME STRIKE REINFORCEMENT (LSRA) e1.313 MATERIAL SPECIFICATIONS, 0,015 12 GA. ,093 MIN A--J I i,00o-I Section "A -A" 4 DOOR LATCH 598® EXISTING OPENING ANCHORS REINF RCEMENT "C" RING Materlat Speclflcatlons, l8 ga. gniv. MATERIAL SPECIFICATIONS, ,015 x.975 C1010 GALV, CRS PRODUCT NXV19QD as ce,pplyiog wuh tla'"N auldl is Cods as-o90�62_ Ac�O, r4pit atioe SEE SHEETS 9 L 16 (BILL OF gv 4 S MATERIALS) FOR COMPONENTS NOT SHOWN IN THIS SHEET COMPONENTS Alismi Ds Division MATERIAL SPECIFICATIONS: REVISIONS: OLD RD0849 07-26-05 - GENE LE26-05 8070, 4070 & 3070 Series DRAWN BY: I\ Imperial Doors S.M./M.c.V. IL E C O INC. DRAWING NUMBER: TILLIT TESTING a: ENGINEERING COMPANY !S� N.V. JEIh. St„ !, MOP" 3S,!! h'E®'�719I7D°1"'-"" WALTER A. TILLIT Jr., P. E. 05 —18 3 CECE DOOR PRODUCTS MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. ll. T Jr., P. E. a= ram" Tennessee 38358 Wan, Sheet 8 Of 16 FLORIDA 4 44187 2,250 01188 ------------------ il8t � 1.938 L.656Z 1,281 (2)#14X1/2" TYPE u --------------------- II DRIVE SCREW TOP OF DOOR �i 1,015 3.380 2250s,7s0 5.375 BOTTOM OF DOOR 2 DOOR EDGE REINFORCEMENT MATERIAL SPECIFICATIONS, 12 Ga G093' min) CS Type H CRS MATERIAL SPECIFICATIONS, 0,750 12 Ga. CRS ----33473 Max 38 BRACKET MOUNTING 1.563 OP OF MULLION FITTING 20.000 1.636 STEEL ASTM C1010 MATERIAL SPECS, •3t2 Yale SecurityInc. 9 FRAME JAMB 2.500 FRAME HEAD 13 CLOSER REINFORCEMENT 12 Ga. CRS T13P OF MULLION Dwg ill 60-7000-1418 MATERIAL SPECIFICATIONS, 14 HORIZONTAL STIFFENER MATERIAL SPECIFICATIONS, 14 GA (.067) 1.150 1,500 0.75 16 GA (.053) 1,000 0.188 0.188 �+L —4 LIES $Je VIA PHOLES Raf ors • { teaa toW a,1 Phi x .m HM 0 0 � ` � @ '>OS4 7- 1 ,750 t85a i .406 41 a35 �'4 OL <41.1ee LEA .492 a.s!! LPSo C2)b0.312 �_ _ F17t 111E - 24 NS, Fa„ 'A' 91000 �UaAcIM> T PART NO, DIM 'A' ID STAMP 6100645 .094 H 6100646 060 646 6100662 .115 NONE 0ATFR E i-12,aoa 6.000 e1.000 0.8t8 2.625 2,000 0.500 0 625 33,625 For, 3' Wide Door 0' 47.625 For 4' Wide Door 82.000 �0.2t5 1.313 i Ili III — r 3,000 3.120 i I ' ��'„ I I i •y' I i ill �il ill 5,25 5.250 18P 4.Ili iIt'rili i,l ---------- 00 i i �11 III I,I III I YALE HARDWARE MULLION I~1,636 -j M100 (FKRM 'P I 3.3e0 2 25 REF ASTM A-500, GRADE H 'y Yale Security Inc, Part # 60-1500-1265 ©g MULLION FITTING STEEL ASTM C1010 "A" Yale Security Inc, Part # 60-7000-1412 AM JAMB �& AT DOOR STILE 1.656 1 4 1/2 DOOR/FRAME HEAVY HINGE REINFORCEMENT 21 DOOR LOCK REINFORCEMENT 1•531 -- MATERIAL SPECIFICATIONS, i ' 7 GA, C.I79,(+,003,-.005)) MATERIAL SPECIFICATIONS, —i 1,000 1.500 12 GA (,0%) VYPE [IF MATERIAL SPECIFICATIONS, 2,516 12 Ga CRS —� l F0,875 0.306 � VISION LIGHT KIT PERIMETER CHANNEL 20I6 I I 0.750 0250 SEE SHEETS 9 & 16 CHILL OF i 1.750 115 �1 0,051 2 +I 252 0,230 MATERIALS) FOR COMPONENTS 1'S00 L.125 I 0,250 8 NOT SHOWN IN THIS SHEET �0�� -� ®be r THRESHOLD: PEMKO WEATHERSTRIP D,awlrg edc NATIONAL GUARD 8135N PROFILE No 303 AS HAGER 891 S A�� 10 3.500 MATERIAL SPECIFICATIONS, H R RIP P FI COMPONENTS 30 MULLION FOOT BRACKET MATERIAL SPECIFICATIONS, MILL FINISH ALUM. RETAINER ID1 hoiDede STEEL ANSI 6150 OR 4140 ALUMINUM 6063 T5 (6063-T5 ALLOY) W/SILICONE SEAL ALUMINUM 6063 TS Di.,l Yale Security Inc. Part # 60-2000-1164 MATERIAL SPECIFICATIONS: REVISIONS: OLD RD0849 07-26-05 --�,-� 80709 4070 & 3070 Series DRAWN BY: 07E-26-0 Imperial Doors s.M. M.c.�. DRAWING NUMBER: TIWT TESTING a< ENGINEERING COMPANY am N,e•ah'w'" n.."106 ,.._, CEC❑ DEER PRODUCTS 05-183 WALTER A. TILLIT Jr„ P, E. "'° 2 �' "_11M • I " I -MI MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. �r7Jr., P. E. FLORIDA L1a. 44167 Milan Tennessee 38358 Sheet 7 0f 16 HANN L AXE M 'Al VERTICAL 4 HORIZONTAL 33.750 ITEM QTY DESCRIPTION MATERIAL SiZE 1(J 2 per Face Sheet Skin Conforming to ASTM A653 Galvannealed CO at Flush & Glazed Doors w A-60 Coatin , Commercial Quality Golvannealed Steel (Minimum Yield Strength of 38,000 psi) 16 Gauge (0,053" Min. Thick) Q 6 Hager 881199, Hine Ea. Attached with Eight 12-24 x 1/2" F.H. M.S. Steel 4-1/2" x 4-1/2" x 0.180" Thick 0 2 Detex H10 Series Exit Device S,S, 304 or 316 Powdered Metal for Latch Bolt (Fy - 47 ksi), 13 Go, CRS W/ Hardness of Rb 60-90 for Housing (Fy - 54 ksi), S.S. 302 Investment Cost for Strike (Fy - 30 ksi) and S.S. 17-4 PH Pin Latch Bolt (Fy - 145 ksi). All these components are valid for Detex H10, H40 & HV40 Surface Strike Attached to Door with (2) 1/4"-20 M.S. 4 Q 2 Detax H40 Series Exit Device Surface Strike Attached to Door with 2 1 4"-20 M,S. () / 2 Detex HV40 Series Exit Device Surface Strike Attached to Door with (2) 1/4"-20 M.S. ® _ Glasslam, Safety Plus 11, Hurricane Glass w/ 1 1/2". Edge (P.E.T.) 3/16" Tempered / 0.100 Interloyer with P.E.T. / 3/16" Tempered Miami -Dade County Impact Resistant Laminated Gloss Intarloyer as per NOA # 03-0225.10 w/ Edge PET Film per NOA nil 03-0916.02 33 1/8" x 31 1/8" 1 Yale Hardware Mullion, M100 (F) KRM ASTM A-500 GRADE B., W/ Fy(min) =46ksi & Fu(min)=58ksi (1.5" x 3.0" x 0.187") Red Oxide Painted Or Equal, ® Req'd Urethane Core (ElostoporO P16293R Resin Component/Elostopor® P1001U Isocyanote) Polymeric MOI Foam System is a two part liquid, self adhesive to skin when cured 2 Ib/ft Density, w/ the following Fire Burning characteristics Tot �P�n Va1" �t ill 20.46 6 (SDI) U.L R5692/Olnk36633 ASTM E 84 Smokme e a spreaDevelod ASTM 0-1929 Self Ignition: Flash ignition 761'F S.W.R.I. 01.10085.01.627 Spontaneous Ignition 928'F S.W.R.i. 01.10085.01.627 �y 2 Series "SF", Frame Jamb, Double Rabbet Profile w/ A-60 Coating Face Sheet Conformin to ASTM A653 Galvannealed CO 18 Go. (0.053 Min.) Steel Commercial QualityGolvonnealed Steel Minimum laid Strength of 31,500 ' 2 5/8" Faee, 5-3/4" Depth Min, 2 Series "SF", Frame Head, Double Rabbet Profile w/ A-60 Coating Face Sheet Conforming to ASTM A653 Galvannealed CO 16 Go. (0.053 Min.) Steel Commercial Quality Galvannealed Steel (Minimum Yield Strength of 31,500 psi) 2 5/8" Face, 5-3/4' Depth Min, 1 Req'd q General Electric Caulk (GE All Purpose Silicone) For Weatherstrip Screws, Frame Perimeter, Frame Sill Comers and Under Sill Silicone Silicone Rubber General Household ® 2 Formed Steel Channel w/ A-60 Coating Conforming to ASTM A653 Galvannealed CO on The Top of Both Owns, Spot Welded Both Skins O 3 1/2" O,C. Commercial Quality Golvanneoied Steel (Minimum Yield Strength of 31,500 psi) 3/4" x 1.656" x 3/4" x 12 GA. (0,093 Min.) Cont. © 2 Closer Reinforcement Conforming to ASTM A1008 and ASTM A568 at Each Closer Location at T of Both Door Panels Steel by Ceco Door Products, Die � 4-941 5 3/8" High x 1,636" x 14 GA (0.067 Min,) Channel 4 2 Horizontal Stiffener Conforming to ASTM A1008 and ASTM A568 Welded to Face Sheet Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 5/16" x 2 1/2" x 15/16" x 12 GA. (0.093 Min.) Channel ® 2 Formed Steel Channel w A-60 Coating Conforming to ASTM A653 on The Top of Both Doors, Spot Welded Both Skins O 3 1/2" O.C. Commercial Quality Golvanneoled Steel (Minimum Yield Strength of 31,500 psi) 3/4" x 1.856" x 3/4" x 12 GA. (0.093 Min.) Cont, ® 2 National Guard Threshold #8135N on a Back Bed of Caulk (D Extruded Aluminum (6063-T5 Alloy), with 1/4"x3/8" Silicone Weatherstrip 48" Long Ea. (1/2' High x 3 3/4" Wide x 0,093"/0.115" thick) 1 Curries Type Vision Light Kit with 5 8 Pocket Conforming to ASTM A653 Golvanneoied CQ w/ A-60 CoatingCommercial Quality Galvannealed Steel (Minimum Yield Strength of 31,500 psi) 18 Go, (.042 Min.) 6 Hinge Reinforcing Plate, Spot Welded to Frame Jamb at Each Hinge Location Steel by Coca Door Products, Die # 4-732 1 1/4" x 9" x 7 GA, 6 Hinge Reinforcing Plate, Spot Welded to Door Edge at Each Hinge Location Steel by Coco Door Products, Die 4-732 1 1/4" x 9" x 7 GA. 21 4 Door Lock Reinforcement Conforming to ASTM A1008 and ASTM A568 Steel by Coco Door Products, Die # 4-941 5 1/4" x 1.636" x 12" x 12 Go. (0,093" Min,) '@ 2 Pemko Weatherstrip, Profile Number 303 AS Mill Finish Aluminum Retainer (6053-T5 Alloy) with Silicone Seal 7/8"xt/4"(Alum.) + 1/4"x5/16" (Silicone) Attached w/ 16x5/8" S.D.S. O 6' O.C. 1 Set Hager Weatherstrip, Profile Number 891S, All Around Frame Jamb + Head M11 Finish Aluminum Retainer 6063-T5 Alloy) with Silicone Seal 3/4"xl/4"(Alum,) + 1/4"x1/4" (Silicone) Attached w/ #6x3/4" S.D.S. O 8" O.C. 4 2 Door Edge Reinforcement Conforming to ASTM A1008 and ASTM A568, Welded t Door Edge 8" on Center Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 1 1/64" x 1 9/32" x 1 1/64" x 12 Go (0.093 Min,) As Req'd 8"n eto ASTM At008 and ASTM A568, WeldedCut Out Perimeter to aChannels Skin Con Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 1" x 1.656" x 1" x 12 Ga. (0.093 Min.) t Mullion Spacer Block at Top Yale Security, Inc. Drawn Steel Aluminum Pointed 0,625" x 1.250" x 2.375" © i Frame Head Bracket Reinforcement at Mullion Conforming to ASTM A1008 and ASTM A568 Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 1,625" x 3,468" x 14" x 12 Ga. (0.093 Min,) Req'd Existing Opening Anchor w/ 3/8"o F.H. Power Bolt, by Power Fasteners Inc. Galvanized Steel by Coco Door Products, Die # 4-622 16 gage Thick 8 Req'd Topcons, by Elco Textron or ITW Buildex O 10" o.c. and 3 3/8" from Ends Steel 3/16"0 x 1 3/4" F.H. 1 Top Mullion Fitting 8620 Steel as per Yale Security, Inc. Series 7000 PART#60-7000-1412 3,38"x1t2"x2.25" W/ (4) 1/4"-20xl 1/4" M.S. 1 Mullion Foot Bracket STEEL AISI 6150 OR 4140 AS PER YALE SECURITY INC. PART#60-2000-1164 3.5' x 1 17/32" x 1.75" x 0.25" Thick. Req'd Glazing Stop at Vision Light Sealant Dow Coming 995 Structural Silicone 1 Bracket Mounting at Top of Mullion Fitting ASTM C1010 as per Yale Security, Inc. Series 7000 PART160-7000-1418 1/2" x 3,38" x 2.25" x 0.188" Thick, PRODUCT rs*, S® Blrid�� my q6,za E><PirsHw 61wIN Miami Daft Bivblrre MATERIAL SPECIFICATIONS: • 8070 & 4070 Series RcvI�lUNZ., LAt.IJ RLlVOTa ui-cv-v;-, -t - BY: 11 _ _ _ DRAWN S.M./M.C.V.107-26-0'%] - L E C O INC. B I I I O f Materials DRAWING NUMBER: TILLIT TESTING a: ENGINEERING COMPANY ' 4N. 6719 UNIX "'"" :�"-„" WALTER A. TILLIT Jr., P. E. 05-18MIAMI-DADE CEC❑ DOOR PRODUCTS COUNTY P.E. SEAL/SIGNATURE/DATE Ee-00 "'LM� rnur41eiE'Milan rM Tennessee 38358 Sheet 9 Of 6 0) c U O � c .c c U0 Q. O V U 0 © copyright revisions: I_ 0 E4 0 € 4 (T 'IT �O � � O a a � ao � 0 0 V' 'q- C O s Q C CN � M o _cu 0 .o o C L0 N O M O � � O _ 1n L0 � = O � � O `O O `O N c 0 drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B AO*05 40" MAX. — 35 25�Gx. 3211 — 9++Door 1920 (3 Locations Typ.) A/ 1 1 1; 1 13 I B/12 -- -- 33" 83 1 /2" 1 Door t: Max 86" , 9 i1A n v 10 T2 Welded Corners (see sheet 15) v + 19 + 20 (3 Locations Typ.) 11 Caulk Frame Perimeter B/12 3D1 + 32 + 33 + 34 8 33" 41.813" 9" 1 t A/11 11 3/8" Undercut Caulk Under Threshold Outswing Door (Exterior View) 81 M General Notes for 3070 Series Flush & Embossed Imoellial Doors: 1. Single 3070 Series Imperial Outswing Commercial Steel Door w/series "SF' frame jamb and head, shown on this Product Approval Document (P.A.D.) has been verified for compliance in - 40" MAX. accordance with the 2004 edition of the Florida Building Code, 10 Door may be installed at High Velocity Hurricane Zones. T2 Welded Corners Design wind loads shall be determined as per section 1620 of the 35 25/32 above mentioned code. In order to verify that anchors on this Door MMax. (see sheet 15) P.A.D., as tested, were not overstressed, a 33% increase in 12 allowable stress for wind loads was NM used in their analysis. A 21". CD=1.60 duration factor was used for wood fasteners verification, 01 This Door's adequacy for impact and cyclic resistance has been k Frame verified in accordance with section 1609.1.4 of the above mentioned code as per TAS-201, TAS-202, TAS-203 protocols, as Perimeter per HTL. lab report #0345-0203-04 and as per submitted 117111 �e 9 structural calculations, performed as per section 1612 of the 13 Florida Building Code. B/12 33" 83 1 /2" 36 Door 5" Max ax 9 33" 2. Design Pressure Rating: +70 psf, -70 psf B/ 1 2 This Door IS NOT Approved for Water Inflitration 3rJi + 32 + 33 + 34 3. Minimum Frame Depth: 5 3/4" 41.813" 16 8 3/8" Undercut 11 Caulk Under Threshold Outswing Door (Exterior View) MATERIAL SPECIFICATIONS: tL E e o INe. Finish: Rust Inhibitive Primer, One Coat TILLIT TESTING a: ENGINEERING COMPANY 6765 N.W. J6N. ]06, Ml6s64 Kaf161 33106 WALTER A. TILLIT Jr., P. E. eia" : �lds ei1_,ss6 . ,.w : ma n1-Cal, MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE Wn010A T�wLlr •, �• E. FLORIDA Uc. 44187 G d 4 ° ° 19 .Q d d d' 4 1 °, a a 4 .. a 4 d Q 4 C 4 4. See Sheet 7, 8 & 16 for Component Nomenclature 5. See Sheet 13 for Anchor Details and Location 6. All Dimensions are in inches 7. This Door DOES NOT require a Hurricane Protection Device S. (a) This P.A.D. prepared by this engineer is generic and does not provide information for a site specific project; i.e. where the site conditions deviate from the P.A.D. (b) Contractor to be responsible for the selection, purchase and installation including life safety of this product, based on this P.A.D., provided he/she does not deviate from the conditions detailed on this document. Construction safety at site is the contractor's responsibility. (c) This P.A.D. will be considered invalid If altered by any means. (d) Original P.A.D. shall bear the date and original seal and signature of the professional engineer of record that prepared it. 9. Door's manufa Curer label shall be placed on the exposed surface of ® or 10 One label shall be placed for every opening. Label shall read as follows: CECO Dl]OR PRODUCTS 9159 Telecom Drive Milan, Tennessee FROKICT NEVINS Miami -Dade County Product Control Approved, n i1Nhw9krW a° -0 A61.6 Miami Ds DiviShvt 3070 Series Elevation Drawing Flush & Embossed Imperial Doors CECO DOOR PRODUCTS Mltan, Tennessee 38358 D11Caulk Perimeter, Typ. EXTERIOR D 1 (3_2)_�',33 20 :VI,IUN,: ULU KUUC4`J U/—L1 12-1t. RAWN BY: DATE: S.M./M.C.V. 0 7 —26 — RAWING NUMBER: 05-183 Sheet 10 Of 16 Li d e 8 23 1.750" D Detail A QZ�9 (See Sheet 13 for Spacings) D D n o 9 D (See Sheet 13 for Spacings) 1/4 9t Shim Max, Typ. I i 36 4 See Sheets 7, 8 & 16 1.050" ��' for Components Nomenclature Embossed Skins Optional MOKWT "van Detail,,, wIA dlrllialtiia tibu Owteioa MATERIAL SPECIFICATIONS: Horizontal Cross Section OLD-26-05 REVISIONS: gEN RAL a12-19-05 DRAW DATE: "�- 1 L E C O INC. 3070 Imperial Door S.M./M.C.V. 07-26-0 DRAWING NUMBER: A. TILLIT Jr., P. E. TILLIT TESTING k ENGINEERING COMPANY 6356 N.a. �. v 9.. JOs MRN„ DNA 1 OMA M 1 M: (30SWI-IM . r..: (�Wr,-1u1WALTER CECO C ❑ DOOR PRODUCTS 05-183 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE ®-000e719 "FF®RD'A u � J441B7E raMitan Tennessee 38358 Sheet 12 Of 16 Existing Structur 1 /4" Shim Max, Typ. Caulk Perimeter, Typ. (Exterior & Interior) /-Concrete Slab Req'd, TYP' T' (See Sheet 13 for Spacings) Section A —A Optional See Sheets 7, 8 & 16 for Components Nomenclature MATERIAL SPECIFICATIONS: Ve rt i c a l Cross Section M 3070 Imperial. Door �-Ti WALTER A. TILLIT Jr., P. E. TILLIT TESTING & ENGINEERING COMPANY W"`"'""' �''ft"M'"" '�"°"�'°° X' : (3W1-,6V • 1" to s ,-1a11 CECO DOOR PRODUCTS MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. n�LaueT7�., P. E. FLORIDA Lie. 441e7 ...a. Milan Tennessee 38358 40" MAX.- 1/4" Shim Rough Opening Max F/5A Poured Concrete or Concrete Block d ` + Wall W/Grouted d Cells Required d 1 j■I' 6,500 Z__ Anchor 9,750 16. 00 III • Rough Opening i + 6 6' I I I� .III P20lUCT "VtsED as a lylq wo the 1 kww Coo -,D Og•02 Dade Yif C41e DIVISWO JS: OLD RD 849 07-26-0 BY: DATE: .C.V. 07-26-0 IG NUMBER: 05-183 Sheet 11 Of 16 . ''I ♦.. .:.. . . 4 .' . . 10 1 10 � 3,37 1 8 Concrete ISee Sheets 7, 8 & 16 air' -o o •o for Com onents Nomenclature Ace" Na C Slab Required P E1,piraNs• ANCHORS AT CONCRETE BLOCK WALL B, I51AA4 •L10 3-0 x 7-0 DOOR SIZE MiaaiDade 1 /4" Shim 9 Exterior CInterior 3.75 1 D'Alws 3/8"Sri F.H. Power Bolt 4"Min. W/2" Min. Embedment And 4" Min. Edge Distance 4" In. Existing Opening Poured Concrete Anchor Required. or Concrete Block 11 Interior Wall W/Grouted Cells Require SECTION A —A 2 ANCHOR BOLT AT MASONRY WALL /771LIECO INC. T FLIT TESTING t ENGINEERING COMI 6J N.t -MM, SC. sl•. 700 MOM GRIMM MN WALTER A. TILLIT Jr., P. E. "-"" (306)471-iW . I" : (los)e)1-w1 Ee-000e7la MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. T1LuT Jr., P. E. FLORA Ue. 111 44167 I Exterior .500 - �37�5 Undercut Concrete 8 t x 1 1 F.H. Slab Required Topcon Anchor W/1 1/4 min. EC embedment ® ANCHORS AT 0 THRESHOLD (NATIONAL GUARD 8135N) MATERIAL SPECIFICATIONS:REVISIONS: OLD RD084907-26-Ot NERAL 12-19-0 Frame Anchor Installation DRAWN BY: DATE: Details, 3070 Imperial Doors S.M./M.C.V. 07-26-05 DRAWING NUMBER: CCECO DOOR PRODUCTS 05-183 Mitan Tennessee 38358 1 Sheet 13 Of 16 L0 Iq IO Iq O LO LLO L6 to 0 • 00 00 `O Do 11;ry o O O m t Q c .c c U� Q O 0) 00 D N O �� U a) o a` U O � r,-. s L C Lr)4-0 14 =) L 0 L0 to o © copyright s` 0 O N N U aE O V C •3 tn O O O O 00 to N 0 to ,z q- E In - CO O i -° o °o 0 0 -C 6 .o >- C O Q p NO N 0 c revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B AO*06 Corner Key 4 Spot welds at each corner VISION LIGHT CORNER WELD DETAIL �- 1,250-� 1/4" xO.045" thick 3M Series 4085 Double Coated Urethane Foam Tape each 45• side of PET .3131 625 �-- 18 GAGE CORNER KEY 0,5" FOR VISION LIGHT ,625" Gass t Bite - EXTERIOR 2,000 ,475 ,188 015" ,10 PET Bite .475" Overall thickness laminated glass composed 1 /811x 1/2 11 close of: Two lites of 188" thick cell foam tape tempered glass with a .100" —per NOA # thick glasslam safety plus 11 03-0812.07 interloyer W/1.5" edge, .010" thick P.E.T film by INTERIOR Glasslam NGI, INC. �— #6x 1 1/4' S.D.S. @ 9 3/4' 0L MAX, �37 Dow Cornin 995 17 -- .625/1 g structural silicone sealant (1/8 119 thick) GLAZING DETAIL — 2,000 750 I---25 ,625 1 .625 1,312 18 GAGE— INTERIOR ti w EXTERIOR '� .. 3 Typ }'•w�a #6x 1 1/4" S,D,S, @ 9 3/4" H. MAX, EXTERIOR ''"' 1 1 8 1 .N„ . ae e�ln�w1� il1.i1AYr 2 Typ i.i� , p o9�oq ISOMETRIC, :. 8 T�/r� VISION LIGHT FRAME DETAIL S>�� , a n Typ Mlslsi D a h uay�a�l MATERIAL SPECIFICATIONS: REv1sloNs: oL0 RDO849 07-26-05 GENERAL 12-19-05 8070 & 4070 Series Doors DRAWN BY: DATE: Vision Light Kit Details S.M./M.C.v. 107-26-05 /-IILIEC o � N t: . DRAWING NUMBER: TILLIT TESTING & ENOINIMING COMPANY x.�., �.,U. O �1N CECO DOOR PRODUCTS �05-183 WALTER A. TILLIT Jr., P. E. ""°"' : 1'0°}°"-"'0 . °a' : t'0°1m-"" Es-oao6719 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTER A. TILLIT dr., a. E. Sheet 14 Of 6 FLORIDA Lie. 44167E Milan Tennessee 38358 ITEM QTY DESCRIPTION MATERIAL SiZE Q1 2 Per Face Sheet Conforming to ASTM A1008 and ASTM A568 at Flush Imperial Doors w Galvanneal A-60 Coatin . Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 38,000 psi) 18 Gauge (,053" Min. thick) ® 3 Hager BB1 199, Steel Hinge Each Attached with Eight # 12-24 x 1 /2" F.H. M.S. Steel 4 1 /2" x 4 1 /2" x 0.180" thick. (1) Req'd Urethane Core (ElastoporO P16293R Resin Component/Elostopor@ P1001U Isocyanate) Polymeric MDI, Foam System is a two part liquid, self adhesive to skin when cured. 2 ib/fe Density, w/ the following Fire Burning characteristics TOO m Voh�e # ASTM E 84 Flome spread 20.46 (FSI) U.L R5692/01 nk36833 ASTM E 84 Smoke Developed 331.6 (SDI) U.L R5692/01nk36633 ASTM 0-1929 Self Ignition: Flash ignition 761'F S.W.R.1, 01.10085.01.627 Spontaneous Ignition 92VF S.W.R.k 01.10085.01,627 (� 2 Series "SF", Frame Jamb, Double Rabbet Profile w/ Galvanneal A-60 Coating. Face Sheet Conforming to ASTM A1008 and ASTM A568 16 Go. (0.053 Min.) Steel Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 2 5/8" Face, 5-3/4" Depth Min. 1 Series "SF", Frame Head, Double Rabbet Profile w/ Galvanneal A-60 Coating, Face Sheet Conforming to ASTM A1008 and ASTM A568 16 Go. (0,053 Min.) Steel Commercial Quality Cold Rolled Steel (Minimum Yield Strength. of 31,500 psi) 2 5/8" Face, 5-3/4" Depth Min. 11 Req'd General Electric Caulk (GE All Purpose Silicone) For Weatherstrip Screws, Frame Perimeter, Frame Sill Comers and Under Sill Silicone Silicone Rubber General Household ® 1 Formed Steel Channel w/ Galvanneal A-60 Coating (Conforming to ASTM All008 and ASTM A568) on the Top of Both Doors, Spot Welded Both Skins 0 3 1 /2" O.C. Commercial Quality Cold Rolled Steel (Minimum Yield Strength of 31,500 psi) 3/4" x 1,656" x 3/4" x 12 GA. Cant, (0.093 Min.) Cont, 1 Closer Reinforcement w/ Golvanneal A-60 Coating, Conforming to ASTM A1008 and ASTM A568, at Each Closer Location at Top of Both Door Panels Steel by Ceco Door Products, Die # 4-941 5 3/8" High x 1.636" x 14 GA. (0,067 Min.) Channel ® 1 Formed Steel Channel w/ Galvanneal A-60 Coating (Conforming to ASTM A1008 and ASTM A568) on the Top of Both Doors, Spot Welded Both Skins 0 3 1 /2" O.C. Commercial QualityCold Rolled Steel Minimum Yield Strength of 31,500 si ( 9 psi) 3/4" x 1.656" x 3/4" x 12 GA. (0.093 Min.) Cont. +� 1 National Guard Threshold #8135N on a Back Bed of Caulk(!) Extruded Aluminum (6063-T5 Alloy), with 1/4"x3/8' Silicone Weatherstrip 48" Lang Ea. (1/2" High x 3 3/4' Wide x 0.093"/0.115" thick) 3 Hinge Reinforcing Plate, Spot Welded to Frame Jamb at Each Hinge Location Steel by Ceco Door Products, Die # 4-732 1 1/4" x 9" x 7 GA. ® 3 Hinge Reinforcing Plate, Spot Welded to Door Edge at Each Hinge Location Steel by Ceco Door Products, Die # 4-732 1 1/4" x 9" x 7 GA. 1 Set Hager Weatherstrip, Profile Number 891S, AJI Around Frame Jamb + Head Mill Finish Aluminum Retainer (6063-T5 Alloy) with Silicone Seal 3/4"x1/4"(Alum.) + 1/4"xt/4" (Silicone) Attached w/ #60/4" S.D.S. 0 8" O.C. 64 Req'd Existing Opening Anchor w/ 3/8"0 F.H. Power Bolt, by Power Fasteners Inc. Galvanized Steel by Ceco Door Products, Die # 4-622 18 Gage Thick 8 Req'd Topcons , by Elco Textron or ITW Buildex 19 10" o.c, and 3 3/8" from Ends Steel 3/16"taxi 3/4" F.H. ® 1 Best 93K7D15D-S3-626 Cylindrical Lock As per Best Access Systems DWG JII 04-000-0021b 1 Cylindrical Lock Guard Galvanized Steel 18 gage CR (0.042) x 10.75 Coil, by Ceco Door Produts, Die 4-741 1.605" x 3.280" x 18 Ga. (0.042 Min.) 1 Cylindrical Lock Reinforcement Steel, by Ceco Door Produts, Die # RD0528 1 1/4" x 4 1/4" x 12 go. (0.093 min.) ® 1 Door Latch Reinforcement, Steel "C" Ring w/ Galvanneal A-60 Coating, Steel C 1010 Galvanized CRS Temper NY), by Ceco Door Produts, Die DM-21, Part No. 7000340 .015" Thick x 1.313" Inside Diameter x 0.975" Lang 1 Frame Strike Reinforcement w/ Golvanneal A-60 Coating, Spotwelded To Lode Jamb at Strke Location Steel, by Ceco Door Produts, Die ill LKREF-11, Part No LSRA 1.750" x 7.000" x 12 ga. (0.093 min,) ® 2 Per Face Sheet Conformin to ASTM A1008 and ASTM A568 at Embossed Imperial Doors Ivan otin Commercial Quality Golvanneled Steel (Minimum Yield Strength of 31,500 psi) 16 Gauge (0.053" Min. Thick) ftqlww 1M=� -D 0 i oZ KTplrt liw Dttae Bh =�, 1►41e DFvMiott MATERIAL SPECIFICATIONS: REVISIONS: OLD RDQ849 07-26-0 3070 Series DRAWN BY:NERAL DATE: 12-19-0 51 75LE C 0 INC. Bill Of Materials S.M./M.C.V. 07-26-0 TILLIT TESTING t ENGINEERING COMPANY DRAWING NUMBER: .Mx."ft'�05719 '_ CECO DOOR PRODUCTS 05-183 WALTER A. TILLIT Jr., P. E. "°"' ` t,jA,L'`"'0 '�1°"" eI1�I- EB-0006719 MIAMI-DADE COUNTY P.E. SEAL/SIGNATURE/DATE WALTR 44,P. E eeeeee Milan Tennessee 38358 Sheet 16 Of 16 Interlockinq fold OVE ELEVATION ISOMETRIC CYLINDRICAL LOCK DETAILS MATERIAL SPECIFICATIONS: �— 1L ECO mc. TiLLIT TES11NO # ENGINEERING COMPANY MIAMI-DADE COUNTY WALTER A. TILLIT Jr., P. E. P.E. SEAL/SIGNATURE/DATE •MIS NW. 3 W. W. 7°e W!PM fLORM 33M Fh" E -' 01 ' 7F.1 7D5 '""" Es-000e7T9 WALTER A. TILLIT dr., P. E. FLORA Lle. 44te7 Interlocking fold r tab (folded) *0 Frame Head 10 frame u,,.- FRAME CORNER CONDITION Cylindrical Lock Details And Frame Corner Condition For 3070 Imperial Door MCECO DOOR PRODUCTS Milan, Tennessee 38358 Corner miter seam Ily welded �ymm � A911111111111!Wce 1401s-o a�•o� itxpirsthm DAy ate h � Miami De REVISIONS: OLD RD0849 07-26-05 GENERAL 12-19-05 DRAWN BY: DATE: S.M./M.C.v. 7-26-05 DRAWING NUMBER: 05— 1 83 Sheet 15 Of 16 L O L0 I' K) > N LO O r 0 0, c' 00') I_� 00) vv 0 O m s 0- E c 0- 0 — ao C C,4 0(1) U Q o ° U o -° I\ s L C L�° L0 a Ln 0 � © copyright I revisions: i o drawn: checked: date: prof. no: L O O 0 N 0 aE 0 U 0) C to 4- 0 O O O O 00 N N N N a N CL q' E I.0 • CO M O O O 00 0 O vi LO O 0) t O .0 > C `O (U 0 *_0 tJ C sc/drn/at rd 3-21-08 P07-15B AO*07 I I I 1 1' 1 1 11 I I I 01i --•-- MIAMDADE MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE, COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone. DESCRIPTION: Hardiplank, Cemplank, Hardipanel, Cempanel, Hardisoffit and Cemsoffiitt APPROVAL DOCUMENT: Drawing No. HPNL-8X, HPLK-4X8 & HSOFFIT-8X, titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", sheets 1 through 3 with no revisions, prepared, signed and sealed by Ronald Ogawa, P.E., dated 04/02/04, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0729.02 and, consists of this page, evidence page as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 kj- Page I WALL HEIGHT .Tames Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A DRAWING (submitted under NOA No. 02.0729.02) 1. Drawing prepared by James Hardie Building Products, Inc. titled "Hardipanel & Cempanel; Hardiplank & Cemplank; Hardisoffit & Cemsoffit Installation Details", drawing No HPNL-8X, HPLK4X8 & HSOFFIT-8X, dated 04/02/04, with no revisions, signed and sealed by R. L. Ogana, PE. B TEST (submitted under NOA No. 02-0729.02) Laboratory Report Test Date Signature 1. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves PE. 2. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves PE. 3. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves PE. C QUALITY ASSURANCE 1. Building Code Compliance Office. D MATERIAL. CERTIFICATION (submitted under NOA No. 02-0729.02) 1 Standard Compliance (ASTM C-1185) issued by ETL Testing Laboratories on 05/09/95 signed by D. K. Tucker, PE. 2 Evaluation Report NER-405 issued by National Evaluation Service, Inc. on 01/01/93, with no signature. E STATEMENT (submitted under NOA No. 02-0729.02) 1. No change letter issued by James Hardie Building Products, Inc. issued on 02/16/99, signed and by J. L Mulder. 2. Power of Attorney and Appointment of Domestic Representative, signed by P. Shafron on 04/17/02, Assignment and Memorandum of Assignment signed by T. P. Dolmans on 04/16/02 and Assignment for the trade marks of Cemplank, Cempanel and Cemsoffit to the Assistant Commissioner for Trademarks signed by V. Lester and P. Shafron on 04/18/02. E OTHERS 1. No change letter issued by James Hardie Building Products, Inc. issued on 04/02/07, signed and sealed by Chad Diercks, Technical Services Manger. 2. Engineer of record letter issued by Ronald Ogawa & Associates, Inc., dated April 3, 2007, signed and sealed by Ronald 1. Ogawa, P.E. oi�;o Carlos M. Utrera, P.E. roduct Control Examiner NOA No 07-0418.04 Expiration Date: May 01, 2012 Approval Date: May 31, 2007 E-1 WALL LENGTH B II II I II II I II II II If II II 11 II II II I II II II I II it II II II II B STUDS 16" ❑,C, ' DETf HARDIPLANK & CEMPLANK SIDING INSTALLATION DETAILS The planks are applied horizontally commencing from the bottom course of a wall with 1 1/4' wide laps at top of the plank, The optional PVC cover molding 1 5/8' wide Is applied to the bottom plate under the bottom plank course. The vertical joints must be over framing members, Optional PVC butt joints inserts are used for on -stud ,Jointing. The planks are to be installed over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4" wood studs or 20 go., x 3 5/8' x 1 3/8' steel studs spaced a STUDS (METAL maximum of 16' o,c, The siding shall be fastened through over OR WOOD) tapping planks with 8d x 2 1/2' ton_galvanized box nails over Wood studs or with #8 x 2 1/4' long x 0,317 corrosion resistance H.D, ribbed bugle screws over steel studs, The fasteners shall be placed In the over -lapping area 58' o,c, vertically and 16' o-.c. horizontaLty Into the studs through the 5/8' plywood sheathing, distance of 3/4' from the edges shall always be observed. 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE, DETAIL A DESCRIPTI❑N Hardiplank & Cemptank siding material is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and ?' meeting the requirements of the�� Florida Building Code. PLANK DIMENSI❑NS Width Length Thickness 59 1/2' 12 & 14' 5/16' DESIGN PRESSURE RATING1' Installation Design Pressure' Wood frame -92 PSF Metal frame -92 PSF i NOTES 1) ALL INSTALLATI❑N SHALL BE DONE IN CONFORMANCE WITH THIS N❑TICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATI❑N REC❑MMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 2) STUDS OF METAL OR WOOD WHERE HARDIPLANK & CEMPLANK WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B,C, AND THE REQUIREMENTS OF THIS N.O.A. SECTION B—B moourr itmm Ltp iS C, .»Mn?, ;rr V41h the FJWW fir.• a 8•�¢ 5/8' PLYWOOD E,s,s� =-3' __ t2 SHEATHING By WATERPRO❑FING a • n roddTecTT�trdl PER 2141.6.2.1 OF F.B,C. r o2-072 .02 iv16T16�t 'fl11/11�T'R t'>tittTif Division JADES HARDIE NAIL OR H BEEWCH& EVEOIUEMTCUM- USA SCREW This draWing and the copyright therein are the property of the above company and accordingly RDIPLANK the drawing must not be copied or reproduced C E M P L A N K In any material form Whatsoever, SIDING TRE` HARDIPLANKO & CEMPLANK® INSTALLATION DETAILS 10901 ELM AVENUE FONTANA, CA 92337 909-356-6300 FAX, 909-427-0634 ATE` 04/02/2004 Rc HPLK-4X8 HEE7 No.: 2/3 Carr: NTS RA �' C DIERCKS WALL LENGTH 1B WALL II II II II II i II I II II II II II II II II II i II II II II it HEIGHT I II II II II II II II II II I I I I II II II I II I II II it II i II II II II II --�——---___tL--IL--_JL-- HARDIPANEL & CEMPANEL SIDING INSTALLATION DETAILS The panels are applied vertically, avoiding horizontal joints, over 5/8' (5 ply) APA rated plywood supported by a minimum of 2'x4' wood studs or 20 ga. x 3 5/6' x 1 3/8' steel studs spaced a maximum of 16' o,c, When Installed on wood studs panels shall be fastened With 6d x 2' tong galvanized box naitsl on steel studs It shall be fastened with #8 x 1 5/8' x 0.315' corrosion resistance H,D. ribbed buQQle screws, The fasteners shall be placed @ 6' o,c, around the perimeter of the panel and Intermediate studs, driven through e p yWood sheathing into the suds, All joints shall be over studs, Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from the corners, 5/8' PLYWOOD SHEATHING SHALL BE ATTACHED TO THE STUDS IN ACCORDANCE TO FLORIDA BUILDING CODE, WITH ANOTHER SET OF NAILS OR SCREWS AS UNDERLINED ABOVE. 0 STUDS 16' ❑.C. ' DETAIL A STUDS (METAL OR WOOD) - SOFFIT LENTTH TRUSSES 16' O.C. HARDISOFFIT & CEMS❑FFIT PANEL INSTALLATI❑N DETAILS The soffit panels are to be installed over minimum 2'x4' wood joists or 20 ga, x 3 5/8' x 1 3/8' steel Joists spaced a maximum of 16' o,c, When Installed on Wood joists Hardisoffit shalt be fastened with 6d x 2' long galvanized box nailsi on steel studs It shall be fastened with #8 x 1 1/4' x 0,315' corrosion resistance H:D, ribbed bugle screws, The fasteners shall be placed 4' o,c around the perimeter of the panet and Intermediate studs. Nails and screws shall have a minimum edge distance of 3/8' and a minimum clearance of 2' from corners. DETAIL A TRUSSES (METAL OR WOOD) DETAIL A DESCRIPTION Hardipanel & Cempanel siding Material is a non = �' asbestos fiber cement product tested In accordance With ASTM C-1185 and ' Meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 48, 8,9,10' 5/16' DESIGN PRESSURE RATING " Installation Design Pressure Wood frame -76 PSF Metal frame -104 PSF', NOTES 1) ALL INSTALLATI❑N SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION RECOMMENDATI❑NS, AND THE APPLICABLE SECTI❑NS OF THE FLORIDA BUILDING CODE. 2) STUDS OF METAL OR WOOD WHERE HARDIPANEL & CEMPANEL WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B,C, AND THE REQUIREMENTS OF THIS N,❑,A, SECTI❑N B—B FR0mt ,7 r.glvcW-,6, It3 re• - ^ ' c!$ The n!?rW9 B✓_ -Q FASTENER vz. i. = T:et Control MAUL HARDIPANEL & CEMPANEL SIDING WATERPROOFING PER 2131.6.2.1 ❑F F,B,C, 5/8' PLYWOOD SHEATHING HARDIS❑FFIT J� & CEMSOFFIT PANEL FASTENER DETAIL A SECTION B—B 09 icy taint Division DESCRIPTION Hardisoffit & Cemsoffit panels material Is a non asbestos fiber cement product tested In accordance with ASTM C-1185 and meeting the requirements of the F Florida Building Code, �, r SOFFIT DIMENSIONS Width Length Thickness ,548' 8,9,10' 1/4' & 5/16' DESIGN PRESSURE RATING Installation Design Pressure Wood frame t 53 PSF Metal frame t 53 PSF NOTES 1) ALL INSTALLATION SHALL BE DONE IN CONFORMANCE WITH THIS NOTICE OF ACCEPTANCE, THE MANUFACTURER'S INSTALLATION REC❑MMENDATIONS, AND THE APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE, 2) TRUSS OF METAL OR WOOD WHERE HARDISOFFIT & CEMSOFFIT WILL BE INSTALLED SHALL BE DESIGNED BY AN ENGINEER OR ARCHITECT PER THE F,B,C, AND THE REQUIREMENTS OF THIS N,❑,A. PRODUCT RFN ru y+ a r.-pair with the Fled& E%(!i111iiU t iC_ 2 By Mid Ode Produet Cantrut Oivis a 1 0 CTICTIO L.0 L0 O > 0 0,0,,o co') I\ � I'll-Iq C tJ O `~ Om s C -E C U� Q_ _ O N 00 C CV Oo� (1) U } C __ O O-p U L — L 0 L0 0 � © copyright t= revisions: 0 A drawn: checked: date: prof. no: O cN (D U C v O C7 s N C 0 CL E a� V N C 0 CL a s V C a Q E N U V C a Q CV t3 _ to CO M O ° 00 N _0 r- - 1 O s O .p C 1.O N O sc/d m/at rd 3-21-08 P07-15B F'Tl 1 L_ I' I 1 L---11.1 I_" I - - - -- L__ 1 MIAMHW",- mmmw MIAMI-DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE ) CCO METRO-DADE FLAGLER BUILDING PRODUCT CONTROL DMSION 140 WEST FLAGLER STREET, suM 1603 M1AMI, FLORIDA 33130-1563 NOTICE OF ACCEPTANCE NOA (305) 375-2901 FAX (305) 375-2908 PGT Industries - wEMbul iinacodeonline.com 1070 Technology Drive Nokomis, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AW may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BOR.A reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series PW-701 Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision `B", dated 4/4/07, signed and scaled by Robert L. Clark, P.E., bearing the Miami-Dadc County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 03-1105.01 and consists of this page 1 and evidence pages E-I and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07-041&06 Expiration Date: February 19,2009 1W y Approval Date: June 21, 2007 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 42594, titled "Aluminum Picture Window, Impact", sheets 1 through 12 of 12, prepared by manufacturer, dated 7/14/03, with revision "B", dated 4/4/07, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of alum. fixed windows of different shapes, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F171,3835, dated 07/18/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03-im. 01) 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL_ 3850, dated 07/31/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03-1105. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 4/13/07, signed and sealed by Robert L. Clark, P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E• MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 02-0828.15 issued to E.I. DuPont DeNemours for "DuPont Butacite PVB Material" dated 11/21/02, expiring on 12/11/05. 2. Notice of Acceptance No. 01-0205.02issued to Solutia, Inc, for "Saflex / Keepsafe Maximum" dated 5/17/01, expiring on 5121/06. NOTES: LARGE MISSILE WINDOWS NOA DRAWING TABLE OF CONTENTS SHEET 1. GLAZING OPTIONS: GENERAL NOTES .......................... 1 A. 7/16" LAMINATED GLASS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT STRENGTHENED GLAZING DETAILS ........................ 2 GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. ELEVATIONS, FLANGED ............... 3 B. 7/16" LAMINATED GLASS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS GLASS WITH AN .090 ELEVATIONS, INTEGRAL FIN....... 4 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. DESIGN PRESSURES FLANGED.. 5 C. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" DESIGN PRESSURES FINNED...... 6 LAMINATED GLASS WHICH IS COMPRISED OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3/16" HEAT SECTIONS, FLANGED ................... 7 STRENGTHENED GLASS WITH AN .090 INTERLAYER OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. CORNER ASS'Y, FLANGED........... 7 D. 1 1/16" LAMI I.G. GLASS COMPRISED OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS, A 7/16" AIRSPACE AND 7/16" SECTIONS, INTEGRAL FIN........... 8 LAMINATED GLASS WHICH IS COMPRISED OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS WITH AN .090 INTERLAYER CORNER ASS'Y, INTEGRAL FIN... 8 OF DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB. EXTRUSION PROFILES ................. 9 PARTS LIST .................................... 9 2. DESIGN PRESSURE RATINGS: (FLANGED - SEE SHEET 5, TABLE 1 AND INTEGRAL FIN - SEE SHEET 6, TABLE 2) 1ANCHORAGE ................................. 10-12 A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 3. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION. FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12. 4. SHUTTER REQUIREMENT: NONE REQUIRED 5. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME, 6. REFERENCES: TEST REPORTS, FTL-3835 & FTL-3850 ELCO TEXTRON NOA: 04-0721.01, 03-0225.05 ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION ADM-2000 ALUMINUM DESIGN MANUAL 7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). DUCT REVISED a omaplybtwkbWF11"s ►dam C�o 0 - .O fo a Dale FE1 J9 . Za 09 / Rmad Or. Dra: paywou., 1070 TECHNOLOGY DRIVE NOKOMIS, FL 34275 P.O. BOX 1529 NOKOMIS, FL 34274 NOTES & TABLE OF CONTENTS F.K. 414)U7 ReYre-,s: B CHG. NOTE 2 r0REF. AS7M E 1WO42 AND REVISE ANCHORA E NOTE 3. ADD REFERENCES TO NOTE 6 AND ADD NOTE 7. ALUMINUM PICTURE WINDOW, IMPACT F.K. 12/15/03 A REDUCEANCHOR SPACING Dre,a, sr F.K. Dare: 7/14/03 cnackad sr Dare: Visibly Better 8.66%o w PW-70t S—w IdT$ B I 1 a 12 D�a•+v �. 4259-4 �f,,L. Clark P.E. PE #39712 B Structural Manuel P ,E. Product Cont I finer NOA No. 070418.06 Expiration Date: February 1 J 2009 E-1 Approval Date: June 21, 2007 3/16" ANNEALED OR HEAT STRENGTHENED GLASS OUTSIDE PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. 2. Statement letter of no financial interest, dated April 13, 2007, signed and sealed by Robert L. Clark, P.E. G. OTHER 1. Notice of Acceptance No. 03-1105.01, issued to PGT Industries for their Series "PW- 701" Aluminum Picture Window -LNG, approved on 02/19/04 and expiring on 02/19/09. 7/16" LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT —STRENGTHENED GLASS Manuel Pe Product Control E ami r NOA No. 07 06 Expiration Date: February 19.2009 E - 2 Approval Date: June 21, 2007 3/16" ANNEALED OR HEAT STRENGTHENED GLASS 7/16" AIR SPACE 3/16" HEAT STRENGTHENED GLASS 12 __T 11/16" NOM GLASS BITE 7/16" LAMI GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (FLANGE FRAME SHOWN) F.K. 1 414107 B I NO CHANGE THIS SHEET .easy: 090. Ra asbeu: F.K. 12115103 A NO CHANGE THIS SHEET Dmw sr Data sy Dare: F.K. 1 7114103 11 OUTSIDE 1 1/16" LAMI GLASS NOMINAL 7/16 LAMI GLASS NOMINAL .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVBINTERLAYER 3/16" HEAT —STRENGTHENED GLASS 13 18)OR(22 11/16" NOM GLASS BITE L 1 1/16" LAMI I.G. GLAZING DETAIL FLANGED OR INTEGRAL FIN FRAME (INTEGRAL FIN FRAME SHOWN) 1070 TECHNOLOGY DRIVE 1CVan GLAZING DETAILS NOKOMIS, FL 34275 TM` P.O. BOX 1529 ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better 8&**Ak4t Scab. 8'—' �� Rw Pw-701 FUL 2 of 12 42594 B PRODUCT REVISED as complying with lie Florida Baldina Cale Aemplaflse leis - lPoo E1riM2ruDateO 6P�41 tControl tomll Robert L. Clark, P.E. PE #39712 Structural (D 2 LO 'r LO 'IT \/ LO LO O i6 I co 0 0 • O O 0 0 X a O s Q c c U0 Q.. a) D 000 CN 0 O 'v -0 U Q0 _� C:U N O U to to C } O in 0 uo in © copyright h revisions: u � Q I � i w 0 drawn: checked: date: prof. no: O t\ CV a) NT to N CM M O N %0 O 0 00 N � O s O %0 >- C: `0 N O �O N c sc/drn/at rd 3-21-08 P07-15B AO*09 5 � i 01 �q �O - U7 L0 O LO-T - - - - - -- - --- - -- - - - - - _ _ fT U 'O o • '� Co -----` t� a �� o0 0 N X u C 0 t F Sm.. O a Q- / / t7 0 (� N Co HEXAGON FULL CIRCLE O � M HEXAGON FULL CIRCLE OCTAGON QUARTER CIRCLE MAX. slzE = so" BETWEEN FLATS CTAGON QUARTER CIRCLE ; OR MAX. AREA = 21.65 SQ. FT. MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" O MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 60" DIA. MAX. SIZE = 60" BETWEEN FLATS MAX. SIZE = 68" X 68" OR MAX. AREA = 19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. c o OR MAX. AREA = 21.65 SQ. FT. OR MAX. AREA = 19.63 SQ. FT. OR MAX. AREA = 20.71 SQ. FT. OR MAX. AREA = 25.22 SQ. FT. ARCH. U o MAX. SIZE = 48" X 96" ARCH. -a ,� : OR MAX. AREA = 30.28 SQ. FT. MAX. SIZE = 48" X 96" . OR MAX. AREA = 30.28 SQ. FT. s z LO in o 2 w ELLIPTICAL ELLIPTICAL / TICAL MAX. SIZE = 96" X 47" MAX. SIZE = 96" X 47" OR MAX. AREA - 31.99 SQ. FT. FAN OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 96" X 47" EYEBROW FAN OR MAX. AREA = 24.47 SQ. FT. - ^ MAX. SIZE = 96" X 47" EYEBROW MAX. SIZE - 96 X 48 I OR MAX. AREA = 6" X 7" FT. MAX. SIZE = 96" X 48" OR MAX. AREA = 31.99 SQ. FT. OR MAX. AREA = 31.99 SQ. FT. 98 1/4" FRAME O.D. ��-- 96" MAX. -� 9611 MAX. ® �- 50 114" u REVLSc� FRAME 451/4" / / / NRODUC'1 lta r.e:. r o 44 1 /4" ru�� / a6 rar"tplying with The Fferida O.D. MAX. ". ea"plyirrg Wltlr tlx Ff++rldx � Bukfing Code „ Ilkwing Cale / " MAX. Aee*:ptanee Ne 06 48 / DLO Acceptance IV 0 - p w / 48 MAX / moo• �� G z DLO Erlpi aJ ale z / MAX. aog � HALF CIRCLE a hWM OS HALF CIRCLE MAX. SIZE = 96" X 48" ©copyright MAX. SIZE = 96" X 48" 92 1/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SQ. FT. 931/4" MAX. DLO TRAPEZOID OR MAX. AREA = 25.13 SQ. FT. MAX.SI ZE = 48" X 96" RECTANGLE MAX. SIZE = 48" X 96" RECTANGLE OR MAX. AREA = 31.99 SQ. FT. MAX. SIZE = 48" X 96" OR MAX. AREA = 31.99 SQ. FT. � MAX. SIZE = 48" X 96�� NOTE: ® OR MAX. AREA = 32.00 SQ. FT. OR MAX. AREA = 32.00 SQ. FT. - NOTE: A FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12, FOR ANCHORAGE INFORMATION SEE SHEETS 10 THROUGH 12.E t r 1070TECHMXOGYDRIVE INTEGRAL FIN ELEVATIONS ` /F.K. 4/MU7 B ADD FRAME O.D.DIMENSIONS AND UPDATE ANCHORAGE NOTE NOKOMIS, FL 3427b rw: Raved Bf' OsM: Revlobres: f070TECHNOLOGYDRIVE FLANGED ELEVATION�,owe: �� rw, F.K. 12/f5A03 � NO CHANGE THIS SHEETF.K. 4/4417 B UPDATEANCHORAGE NOTE NOKOMIS, FL 34275 ALUMINUM PICTURE WINDOW IMPACT P.O. BOX 152s ALUMINUM PICTURE WINDOW, IMPACT Raved r owe: Rewrau: Rark, P.E. °ra^" Br: Dear: sr wb:F.K. t2/15/03 A NO CHANGE THIS SHEET P.O. BOX 7529 sasaeec Oreeig w R" 712 F.K. 7/14/03 NOKOM►S, FL 34174 � * saw: sa.ec Robert L. Clerk, P.E. F - NOKOMIS, FL 34274 Vuibl Better Visibly Better Rer. ' ore"" era ° cneA ey owe: y PW-701 NTS 3 ar 12 4259-4 B Structural Pw-7ot NT$ 4 a 12 4259-4 B PE #39712 F.K. 7114103 Strucxural z a J TABLE 2. DESIGN PRESSURES, INTEGRAL FIN WINDOWS (SIZES ARE BUCK DIMENSIONS) , , .0903/16HS) 3 TABLE 1. DESIGN PRESSURES, FLANGED WINDOWS (DIMENSIONS ARE TIP -TO -TIP) GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"AFTL-3835 � GLASS TYPES: A. 7/16" LAMINATED GLASS (3/16"A, .090, 3/16HS) FTL-3835 B. 7/16" LAMINATED GLASS (3/16 HS, .090, 3/16HS) 0 B. 7/16" LAMINATED GLASS (3/16"HS, .090, 3/16HS) FTL-3835 FTL-3835 S C. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" HS) FTL-3850 0 C. 1 1/16" LAMI LG., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16A, .090, 3/16" D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090,3/16" HS HS) FTL-3850 FTL-3850 % x D. 1 1/16" LAMI I.G., 3/16HS, 7/16" SPACE, 7/16" LAMI (3/16HS, .090, 3/16" HS) FTL-3850 WINDOW GLASS WINDOW "Y" DIMENSION +� WINDOW GLASS WINDOW "Y" DIMENSION "X' DIM. TYPE 28.500 34.000 39.500 45.000 • •�• E 46.500 48.000 "X'DIM. TYPE 28.500 34.000 39.500 45.000 49.000 A,B,C,D +80.0 -80.0 +80.0 - 00.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +$0.0 -80.0 C 46.500 48.000 49.000 A,B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80 0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 9.70 SQ. 11.57 SQ.FT. 13.44 SQ.FT. 15.31 SQ.FT. 15.82 SQ.FT. 16.33 L--f 0 AREA 9.70 SQ. FT. 11.57 SQ. FT. 13.44 SQ. FT. 15.31 SQ. FT. 15.82 SQ. FT. 16.33 SQ. FT. 54.500 A, B, C, D +$0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 $0.0 +$0.0 -80.0 0 AREA 10.79 SQ. FT. 12.87 SQ. FT. 14.95 SQ. FT 17.03 SQ. FT. 17.60 SQ. FT. 18.17 S Q. FT. 54.500 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80. D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 10. 79 SQ. FT. 12.87 SQ. FT. 14.95 SQ. FT. 17.03 SQ. FT. 17.60 SQ. FT. 18.17 SQ. FT. 60.000 A, B,C, D +$0.0 -80.0 +80.0 �0.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 60.000 A,B,C,D '80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 g AREA 11.88 SQ. 14.17 SQ. 16.46 SQ. 18.75 SQ.FT. 19.38 SQ. 20.00 SQ. FT. 65.500 A, B, C, D +$0, 0 -80.0 +80.0 50.0 +80.0 -80.0 +80. 0 40-. 0 +80.0 -80.0 +80.0 -80. 0 AREA 11. 88 SQ. FT. 14.17 SQ. FT. 16.46 SO. FT. 18.75 SQ. FT. 19.38 SQ. FT. 20.00 SQ. FT. N 65.500 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 12.96 SQ.FT. 15.47 SQ.FT. 17.97 SQ.FT. 20.47 SQ.FT. 21.15 SQ.FT. 21.83 SO. FT. N '� AREA 12.96 SQ, FT, 15.47 SQ. FT. 17.97 SQ. FT. 20.47 SQ. FT. 21.15 SQ. FT. 21.83 SQ. FT. 71.000 A, B, C, D +$0, 0 -80. 0 +80. 0 -80. 0 +80.0 -80.0 +$0. 0 -$0.0 +g0.0 -80.0 +80. 0 -80.0 LO fn AREA 14.05 SQ. FT. 16.76 SQ.FT. 19.48 SQ. 22.19 SQ.FT. 22.93 SQ. 23.67 SQ.FT. M 71.000 A, B, C, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +$0.0 -80.0 +80.0 -80.0 +80.0 -80.0 -p CO O AREA 14.05 SQ. FT. 16.76 SQ, FT. 19.48 SQ. FT. 22.19 SQ. FT. 22.93 SQ. FT. 23.67 SQ. FT. 76.500 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 a� ,O A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.3 -79.3 +78.0 -78.0 +76.8 -76.8 B,C,D +80.0 -80.0 +80.0 -80.0 +$0.0 -80.0 +80.0 -80.0 +80.0 -80.0=-8 - O 76.500 .� B, C, D +80.0 $0.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 15.14 SQ. FT. 18.06 SQ. FT. 20.98 SQ. FT. 23.91 SQ. FT. 24.70 SQ. FT. 25.50 SQ. FT.S 0 O A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 0 - �' O AREA 15.14 SQ. FT. 18.06 SQ. FT. 20.98 SQ. FT. 23.91 SQ. FT. 24.70 SQ. FT. 25.50 SQ. FT. 82.000 � � 82.000 A +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.5 -74.5 +73.1 -73.1 +71.8 -71.8 B,C,D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 s p B, C, D +80.0 -80.0 +$0.0 �0• p +80.0 -80.0 +$0.0 -80.0 +80, 0 -80.0 +80.0 -80. 0 AREA 16.23 SQ. FT. 19.36 SQ. FT. 22.49 SQ. FT. 25.63 SQ. FT. 26.48 SQ. FT. 27.33 SQ. FT. C c A +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 � 0) 00 AREA 16.23 SQ. FT. 19.36 SQ. FT. 22.49 SQ. FT. 25.63 SQ. FT. 26.48 SQ. FT. 27.33 SQ. FT. C 87.500 C +80.0 -80.0 +- -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 r +80.0 -80.0 +80.0 -80.0 +78.0 -78.0 +70.0 -70.0 +68.4 -68.4 +67.0 -67.0 LL 87.500 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.1 -79.1 +77.3 -77.3 +75.8 -75.8 B, D +$0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 a B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 AREA 17.32 SQ. FT. 20.66 SQ. FT. 24.00 SQ. FT. 27.34 SQ. FT. 28.26 SQ. FT. 29.17 SQ. FT. AREA 17.32 SQ. FT. 20.66 SQ. FT. 24.00 SQ. FT. 27.34 SQ. FT. A +80.0 -80.0 +80.0 -80.0 +74.0 - 28.26 SQ. 29.17 SQ. 74.0 +65.5 -65.5 + 63.9 -63.9 +62.4 -62,4 revisions: 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 A +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +65.5 -85.5 +63.9 -63.9 +62.4 -62.4 B, D +80. 0 -80. 0 +80. 0 -80. 0 +80.0 -80. 0 +80. 0 -80. 0 + "MOucr "ram Q 93.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +74.0 -74.0 +72.2 -72.2 +70.5 -70.5 r�eoouCT ta;lEvMo 80.0 -80.0 +80.0 -80.0 ' AREA 18.41 SQ. FT 21.96 SQ. FT. 25.51 SQ.FT. 29.06 SQ. 30.03 SQ. 31.00 SQ. s.1 ;:W" anlrY� B, D +80.0 -80.0 +80.0 -80.0 +$0.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 "eO~� "h� �e �""�' ftwi8S N A +80.0 -80.0 +80.0 -80.0 +71. 9 -71.9 +63.0 -63.0 +61.5 -61. 5 +60. 0 -60.0 Aco+�aal AREA 18.41 SQ. FT. 21.96 SQ. FT. 25.51 SQ. FT. 29.06 SQ. FT. 30.03 SQ. FT. 31.00 SQ. FT. �p'i8" "' •p� �9 I � Q �" - 9 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 -71.2 +69.5 -69.5 +67.8 -67.8 A +80.0 -80.0 +$0.0 -80.0 +71.9 -71.9 +63.0 -63.0 +61.5 -61.5 +60.0 -60.0 �, 96.000 C +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +71.2 71.2 +69.5 -69.5 +67.8 -67.8 B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 c rna.a Q t'I+edmct coatrra B, D +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 80.0 +80.0 -80.0 +80.0 -80.0 AREA 19.00 SQ. FT. 22.67 SQ. FT. 26.33 SQ. 30.00 SQ. FT. 31.00 SQ. FT. 32.00 SQ. FT. A AREA 19.00 SQ. FT. 22.67 SQ. FT. 26.33 SQ. FT. 30.00 SQ. FT. 31,00 SQ. FT. 32.00 SQ. FT. F NOTES: A NOTES: 1. ALL MAXIMUM SIZES SHOWN ON SHEET 4 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 2. ® 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 2, OR TO THE PRESSURE FOR THE SMALLEST 1. ALL MAXIMUM SIZES SHOWN ON SHEET 3 ARE QUALIFIED TO THE PRESSURE OF A 32 SQ. FT. UNIT IN TABLE 1. SQUARE OR RECTANGULAR SIZE IN TABLE 2, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. 2. ALL SHAPES LESS THAN THE MAXIMUM SIZE, QUALIFY TO PRESSURE FOR THE MAXIMUM SIZE LISTED IN TABLE 1, OR TO THE PRESSURE FOR THE SMALLEST 3. INSTALLATION WITH NAILS IS THROUGH THE INTEGRAL FIN AS SHOWN ON SHEET 10. INSTALLATION WITH OTHER FASTENER TYPES ARE T RECTANGULAR SIZE IN TABLE 1, WHICH THEIR OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN. FRAME. SEE ANCHORAGE DETAILS ON SHEETS 10 AND 11. THROUGH THE drawn: sc/dm/at 3. SEE SHEET 10 THROUGH 12 FOR ANCHORAGE INFORMATION. R.,"dR, vee: R.raur>s, checked: rd Revad gy: o*: p» vwd Or. Omar F.K. 4/4M7 � B C� UP TAB E 2 DESCRIPTION AND HIS NGS2 D NOTES. 10 N �4275 E INTEGRAL FIN UNIT DESIGN PRESSURES r� FKr 4/4/07 Re B UPDATE DESIGN PRESSURES PERASTME1300-02ANDNOTES. 10701ECHNOLOOYDRIVE FLANGED UN/TDESIGN PRESSURES wdr. P T O, F.K. 12/15vD3 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 152E ALUMINUM PICTURE WINDOW, IMPACT date: 3 - 21- 08 CLEAN UP TABS 1 DESCRIPTION AND HEADINGS. NOKOMIS, FL 34275 raar Rated Y ��. �' ALUMINUM PICTURE WINDOW, IMPACT °18:K �. NOKOMIS, FL 34274 visibly Better e""a'atd'' sue' sM.r a. ,Ha Robert L. CA", P.E. F.K. 12/15003 A CHANGE NOTE 1 ANCHORING WITH #12 SCREWS P.O. BOX 1529 F k 7/14/�3 PW-701 NT$ 6' ar 12 B PE #39712 0 p ro j . n o : P 0 7 -15 B Robert L. Clerk. P.E. 4259-4 Structural 5 "'" �' °°�� 11diBd�' Haar: NOKOMIS, FL 34274 Visibly Better �°` srwe PE #39712 OrBeap N0. Rar F.K. 7/14/03 PW-701 NTS 5 w 12 4259-4 B Structural 0 AO*10 i ;, MAX. WINDOW WIDTH HORIZONTAL SECTION (FLANGE FRAMEI ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (FLANGE FRAME) MAX. WINDOW HEIGHT ALONG ENTIRE JOINT KEYED CORNER ASS'Y =LANGE FRAME) ALONG ENTIRE JOINT M/ DAYL OPEI 2.784" v VERTICAL SECTION WELDED CORNER ASS'Y (FLANGE FRAME) (FLANGE FRAME 107o TECHNOLOGrDRIvE SECTIONS &CORNER ASS'Y, FLANGED FK 414107 8 NO CHANGE 71i1S SHEET Revadr• ffv RBA; NOKOMS, FL 34275 r-. F.K. f2/15103 A NO CHANGE THIS SHEET Ir P.o. Box 152s ALUMINUM PICTURE WINDOW, IMPACT da"n sy: fro: toad oero: NOKOM/S, FL 34274 ssasagllnOeg gw„;. F.K. 7114/03 Visibly Better Dw ftw. FWV. PW-701 HAL 7 a 12 42594 B ITEM DWG NO. PART # DESCRIPTION 1 4256A 64256 INTEGRAL FIN FRAME HEAD, SILL & JAMB 2 4253 64253 FLANGED FRAME HEAD, SILL & JAMB 7 1155 781 PQX #8 X 1 QUAD PN SMS STAINLESS STEEL 8 SCHNEE-MOREHEAD SM5504 ACRYL-R NARROW JOINT SEALANT OR EQUAL 10 4255 64255 7/16 LAMI GLASS BEAD 11 4254 64254 1 1/16 LAMI I.G. GLASS BEAD 12 1224 6TP247 VINYL BULB WEATHERSTRIP (THICK) 13 4224 INSTALLATION FASTENER COVER 14 DOW CORNING 899 GLAZING SEALANT OR EQUIVALENT 15 DOW CORNING 995 SILICONE STRUCTURAL SEALANT, BLACK 7/16" LAMI GLASS: 3/16" ANNEALED -.090 DUPONT 17 BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED 18 OUTBOARD - 7/16" AIRSPACE - 3/16" ANNEALED -.090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 20 4262 64262 ARCHITECTURAL CORNER KEY 7/16" LAMI GLASS: 3/16" HEAT STRENGTHENED - .090 21 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED 1 1/16" LAMI I.G. GLASS: 3/16" HEAT STRENGTHENED OUTBOARD - 7/16" AIRSPACE - 3/16" HEAT 22 STRENGTHENED - .090 DUPONT BUTACITE OR SAFLEX KEEPSAFE MAXIMUM PVB INTERLAYER - 3/16" HEAT STRENGTHENED .970" 050" .975" ITEM 10, 7/16 LAMI GLASS BEAD MAT'L: 6063-T5 DWG NO.4255 R.dfty: a/s: Royb1ow F.K. 41,W7 B NO CHANGE THIS SHEET Rewd r• . a.r:Ore F.K. 12/15w A NO CHANGE THIS SHEET n.ro: c�aaar• aaro: F.K. 7114103 2.784" .062"I�- )DUCT R£Vwz ompmng with lie pbrum flag Code *tam No iratioa Date - 7 w e Pmdwd CwAid J_ ITEM 1, INTEGRAL FIN FRAME MAIL: 6063-T5 DWG NO.4256A .346" - 1.875" .975" FTq 050" .062" ITEM 111 2.784" 1 1/16 LAMI I.G. GLASS BEAD _ITEM 2, FLANGED FRAME MAIL: 6063-T5 MAT'L: 6063-T5 DWG NO.4254 DWG NO.4253 1070 TECHNOLOGYDRIVE EXTRUSION PROFILES & PARTS LIST NOKOMIS, FL 34275 nw P.O. Box 1W9 4c.ALUMINUM PICTURE WINDOW, IMPACT NOKOMIS, FL 34274 Visibly Better so+.ek SCOW �"BL Pw7o1 HAL 9 ' 12 4259-4 B T�� Robert L. Clark, P.E. PE #39712 Structural 2.500" PRODg Code UCT REVLSFD as cam*lag with the FWWO Am ptan- t - 06 IN 09 � Pnd�et Ct>i Clark, P.E. PE #39712 Structural 2.784" ALONG ENTIRE JOINT SCREWED CORNER ASS'Y (INTEGRAL FIN FRAME) MAX. DAYLIGHT OPENING MAX. WINDOW WIDTH ALONG ENTIRE JOINT KEYED CORNER ASS'Y (INTEGRAL FIN FRAME) ALONG ENTIRE JOINT MAX. WINDOW HEIGHT MAX. DAYLIGHT OPENING 2.784" PRODUCT REVmw Zwithcomplying the nwi& 04 Code WELDED CORNER ASS'Y (INTEGRAL FIN FRAME) VERTICAL SECTION (INTEGRAL FIN FRAME) � F.K. 4/4R77 8 NO CHANGE THIS SHEET 107oTtCHNocoorDRIVE SECTIONS, INTEGRAL FIN NOKOMIS, FL 34275 nr., J1C.F.K. 12i16W A'°"` NO CHANGE THIS SHEET P.O. Box 1529 ALUMINUM PICTURE WINDOW, IMPACT Rc Clap P.E. p B0k1a +: NOKOMIS, FL 34274 Visibly Better & odek ' ° ° Z "sr PE #39712 F.K. 7/14/03 PW-701 HAL 8 W 12 4259-4 B Structural WOOD ANCHOR (SEE NOTE 2) 1 /4" MAX. SHIM AT CORNERS " AND 5" O.C. WOOD BUCK OR FRAMING INTEGRAL FIN DETAIL A u1bF 1/4" MAX. SHIM .131" DIA. MIN. x 2 1/2" NAIL, ---_ 1 3/8 MIN. — 1 3/8" MIN. ®EMBEDMENT®EM BEDMENT �t2 W WOOD ANCHOR (SEE NOTE 2) 1 /4" MAX. SHIM T INTEGRAL FIN DETAIL B x OOD BUCK FLANGED DETAIL C L 2x WOOD BUCK (SEE NOTE 3) (SEE NOTE 3) CONCRETE ANCHOR CONCRETE ANCHOR (SEE NOTE 1) (SEE NOTE 1) 1/4" MAX. 114" MAX. SHIM SHIM • �. • °` j SEE NOTE 1 FOR 1� -� _ _--- _ _ ..: 9 • o ' EMBEDMENT +, ' ' •: ® SEE NOTE 1 FOR :....: . ,. �• ,." 1x WOOD BUCK ® EMBEDMENT: . • ' : (SEE NOTE 3) - -4 ,, ® 3.5 KSI MIN. CONCRETE 3.5 KSI MIN. CONCRETE FLANGED DETAIL D (SILL ONLY) FLANGED DETAIL E OR 1.5 KSI MIN. CMU NOTES: ® nODUCTREvLUO 1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO TAPCONS, EMBEDED 1 3/8"�_ MIN., 5/16" ELCO TAPCONS EMBEDDED 1 3/4" MIN. OR 1/4" SS4 CRETE-FLEX EMBEDDED 1 3/4" MIN. DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1 3/4" MIN. n le of 2. FOR WOOD APPLICATIONS IN MIAMi-DADE COUNTY, USE #12 OR #14 STEEL SCREWS (G5) OR 1/4" SS4 CRETE-FLEX. 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS e Prodad Cortro! 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS JURISDICTION. OR AS APPROVED BY AUTHORITY HAVING 4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS MAY BE USED. Rwood BY alr: .✓`"'� R0vbiww, Aftftbrw F.K. 8 REVISE AND UPDATEANCHORAGE PER CURRENT FBC 1070 TECHNOLOGYVRNE"It NOKOMIS, FL 34275 ANCHORAGE - HEAD, SILL AND JAMBS � J oats.. F.K. 12H5A73 A CHANGE NOTE 1 AND FASTENER SPACING �""� a"% C1ia1e°� wro: P.O. BOX 1529 May= ALUMINUM PICTURE W/NDOW, IMPACT F.K. 7/14/173 NOKOMIS, FL 34274 Visibly Better 8"�"10°« m°'1' PW-701 NTS s ..c 10 12 N 4259-4 �, B R L. Clark, P.E. PE #39712 Structural L v "o LO L0 LO O W O C u7 00 00 C4 00 d' mil' c a O s O Cm� C �C C Q _ O ■� Q) 00 C C'M O CD 0 -0 U a) O C �}— ° o C C `n a L o L L LO o © copyright to 04 L to N CO CO O 38 -a 0 146 . 0 0 O .� �s O .p s C `0 N O �o N C revisions: FAM drawn: sc/dm/at checked: rd date: 3-21-08 prof. no. P07-15B A091 1 TABLE 3. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - WOOD SUBSTRATE O WINDOW "Y" DIMENSION WIND. U a 'X' 15.0" 20.0" 25.0" 28.5" 30.0" 34.0" 39.5" 45.0" 46.5" 48.0" ¢ F- 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1.,2.,4. 1. 2. 4. 1. 2. 4. 1. 2. 4. 1. 2. DIM. 4. 1. 2. 4. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 49.0" O. C. M N �- G_D ('`� O 0`0 M N r C`0 M .a. M M M CA Co i CD 00 M CO co M CO �". 00 CD 00 00 N 00 N -. 00 Nicol CO 00 N r ^ r r N O O N r r r( r r r C M r M M M N r r M N r r M N r r M N r CO r M r M N r �. M N r M N r r r r r *N- eN- D� D% �N- O r r r r r r N r r r r r r N r N r 54.5 " O.C. Co N r 03 O O 0`D O N r 0`D u71,00 � ` 00 1f) 00 in Coo 00 co ODD CO 0D CO O Oo w O ^ O O N O O O O) O r r O r r to O r r O � u7 p to O M N 0 r r t O r r LO p r r tc> O O r (�C) a� t N r r j r r O O 0 r r r p r r r p r p r O r 60.0" O.C. CV .�- O N N '- N v ��- N O N r r r N CD C0l N (D w r N r ao Co N `- N 0o N Co O N r r r r r r r r r M C7 M 'n r r r r r N r_ r to r u� N r N r N t N W CA CA O O O r r Q r Q r O r 65.5" O.C. N r M O Cr) N �� M M V? M M :!� co v O C0 CO C0 v t0 N N er N (0 v O N O O 0 r 0 0 p O r O r O r r M o M O C�7 O CO r r r (i O r r M O r r 1n r ��- M M �� N r C'1 N r C� N r r r r W r O r O 00 r r M r r Q r r r Q r r- r w O O 71.0" O.C. O N r O r w _r M N r M to CO M CO CD _ O _ O to W Co 0 O r O O CV O N Op N CO CD CD r0 r N r r O r �- r M r r r r r n M� r Miz: M r r iz t` r r r n N M N 1 n N r r r r CD r r r r r r r r CD O tr- O) m O) O r O r r r CO r r p r 76. 5" O.C. N e� M O chi r M r It M VCD et to Q CO N V N N_ •- O r O N O O 0)OM O O O M� O M C i M-� M O r r T c`� N r C� N r N r r r r r r r r T to CA CA O O C> .r- O O O 0 D CO 04 0 O 01 04 '0N O.C. rO N frVM N r rrrCO O 00 r rr r r r m rr rr rrN D rr pOrn r CMvD82 87.5" O.C. 00 "' 04 00 ` `�' o Co 'n N r -m ir) � r � la (r0 M r ODD tp r � CO tD 00 (0 r � lD r CO r O O r CO r N � N C0 N CO t0 r cD N N r N N N p N O r r r (vf r r r � M N '� M C`') r M ti r r r r r r• r r r r r r r i C� r N r. N r r r r r r O O r O CA r (n O r (n CA O r 01 CC) O r O r r 00 Or 00 93.0" O.C. 00 `n N r Co o 0`0 N .= 0`0 LO 01p In coo r Co In O O O CO r O (0 r 00 o N 00 N N aD a`o r h r r r N r 00 �•- CA O r r r r 1wi r, r r Cn O �0 � O r r r 1C') r O r- � r � 0 eN- r r r r r r Ln r 0) O r Q r r r 00 O 96.0 " O.C. N O N N r Nr N N0 r r N r N CoM r N O CD r N r CO N N CO N CO NL-O r CC)O r CA r N r n�. r O ry r r il�o;: CD o r CO r Q p NOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" MAX. ON -CENTER (O.C.) "X" AND "Y" DIMENSION FROM TABLE 3 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: �'--- "X" DIM. --� FIND THE SMALLEST WINDOW SIZE IN TABLE 3 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 81/2" FROM ANY CORNER. awed BY Date., I Rerrumm: Y R°�r"ro"": 1070 TECHNOLOGY DRIVE ANCHORAGE, WOOD SUBSTRATE F.K. 4/4/07 0 NEW SHEET NOKOMIS, FL 34275 M.- BY ALUMINUM PICTURE W/NDOW, IMPACT P.O. BOX f529 °`""" Br' DN6e: tx d°'d pare: NOKOMIS, FL N274 Visibly Better �" s'M1f °ra F.K. 7/laro3 PW-701 NTS 11 d 12 4259-3 ANCHOR TYPES: 1. #12 STEEL SCREW (G5) 2. #14 STEEL SCREW (G5) 3. 1/4" ELCO TAPCON 4. 114" ELCO SS4 CRETEFLEX 5. 5/16" ELCO TAPCON rkauucrRrA= as eum,,�*Ift with dw rUrift p twit Ampbma NeSn-o4a Date �09 0do Prodtm Coatro) Robert L. Cl", P.E. B PE #39712 Structural TABLE 4. ANCHOR ON -CENTER DIMENSION BY ANCHOR TYPE - CONCRETE SUBSTRATE O WINDOW "Y" DIMENSION ANCHOR TYPES: WIND. a 15.0" 20.0" 25W'"21f53 0.0" 34.0" 1. #12 STEEL SCREW G5 39.5" 45.0" 46.5" 48.0" ( ) "k' ¢ 3.,4.,5 3.,4.,5 3. 4.,5. 345. 3. 4. 5. 3. 4. 5. 3. 4. 5. 3. 4. 5. 2. #14 STEEL SCREW (G5) DIM. X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y X Y 3. 1/4" ELCO TAPCON Co N 5 N ° N v gaD a o o cD cD o cD o I'D cD o m 4. 1/4 ELCO SS4 CRETEFLEX 49.0" O.C. r r o M M r r r o r �* �, r r O tx) N o N v 00 00 5. 5/16 ELCO TAPCON r cliCD p O N r N r r (� M M ti r r ^ 1] r M r ` C� NC�r O �N-- O ^ CD � O 0`0 N 0`0 N OD OD O 54. 5" O.C. O lA CA r to C 00 j O V7 p ( 55 r C*qM 00 w Go co r ipn r W 0`0 N O 0`0 00 r N O O O O O p p W C0 O O r r r r r r Cn N N r r COW r r Co O r0 O Or O N O O o f` 00 O O n n p r p r INI N 00 N 04 oo r r 60.0" O.C. r r r co It 00 N N N r OD ih a0 00 Co tD N _N r Of r W W r r r Cn eN-. M M r tli r eN- N r N ti O t0 � p 00 W O O Qy O O 00 O tD p 01 r r r CO ti O r r r r r `? N t0 65.5" O.C. " M o N v (rD �* v cD (Dk;: (D .r co 101 r r r Ln CA M CA ��- r M r C_7 Co N N VN r p r `' `� r r MM M r r r00 r ^ O ^ OO p p r O O r r r r CO O00 CO p r r tO O er- Or p r_ O O t0 71. 0" O.C. M r M O ti r ems- t 7 vim- (rD CO CD QO (rD 00 O CO tC O Cp N CO N O Cp r r r r r ^ O M CA r M r M r (� n M ,r` ` r Q Co r O co r N p oo r p r r r r r M M r M O) `- n ~ r r N M N r r W r O r ~ 0 0 (� 0 CO O O r O CO 0, r r r- CO r 76.5" O. C. M �� o c� N M � v g� v� v _N v N r O � O r O r O N r r O r r O M CA r r � r M � C� C_7 M M� C�, � r � r C� r a`- � ��-- r" � � N � � � O 00 Cn O O O r r r r r N M N co CD r 00 r 00 r r n O O D1 tD 00 O co 0o (A C0 i` O r O CD Co 8Z.0" O.C. r ems- � O O � e`- � � � � v � _ CO cD r = C0 r r r r r (`') r r r M O r O r r r r r r Q Co N\ N o ih r r� r CD N r r O r r r t0 to M r r r r r '- r 00 00 r O O r r r r r r t� r r O) O O (O 00 r CD W CO r In h p r r , � 00 � � O co � J!oc'"; ff��! � 0D Cr000a0 CD87.5' O.C. to r C j r j(O t0 (0 CO 00 (0 ON00 CO 00 N O r r r N Ln r u7 r ems- N N 00 r h r0 r p Q 0 CA O CO O O CO O O) r w r h ~ r N r O if O N O u7 p r �a N 00 N t� ' r00 104M CO 00 co {nD M O0l- co93.0" O.C. N r ' 10110 r r 96.0" N W N N `r° `r _� CO O Nto O.C. r O CO3 r r r r n O CA r `- r N r N 00 Op m N 11110 CO rR�DUCTREV15aF.D O co p O r r O r r r M r M CD �.- C'� CO ^ r r N N N: W�f('11i1t F�afMB 00 N r (p O o O O a0 O O r r h r r r �6 Code 00 r rr p ACC"17, I-1 IVO ,�Da<e �9 rJOTES: 1. ANCHOR SPACING FOR SQUARE AND RECTANGULAR WINDOWS: "Y" MAX. ON -CENTER (O,C.) "X" AND "Y" DIMENSION FROM TABLE 4 (MIN. 21/8" O.C. CONCRETE SUBSTRATE) DIM. MAX. 8 1/2" FROM CORNERS 2. ANCHOR SPACING FOR WINDOW SHAPES OTHER THAN SQUARE OR RECTANGULAR: L �---- "X"DIM. ---� FIND THE SMALLEST WINDOW SIZE IN TABLE 4 WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN AND USE THE ON -CENTER DIMENSION FOR THE RESPECTIVE ANCHOR TYPE AROUND THE PERIMETER OR CIRCUMFERENCE, NOT EXCEEDING 8 1/Z" FROM ANY CORNER. w,dW. Dab Ravbbrm ad Y f070 TECHNOLOGYORIVE ANCCONCRETE SUBSTRATE F.K. 4/4/l77 B NEW SHEET NOKOMIS, FL 34275 LHORAGE, Dare; RerbioreP.O. BOX Im MINUM PICTURE WINDOW, IMPACT ra"n aY Clydred By ON": NOKOMIS, FL 34274 sour �1-F.K. 7/14/03 Visibly BetterPw 701 NTS 12 4259-3 B I � I i /RL. /Cld?rP.E. PE #39712 Structural LO Lf) O Lo I\ 0 1 1 O Lo (0 00 O O C C_ OCL S C C C Ua CL - MOM N W C N M O o� U � a) a� o D U C .� O -gyp U i 0 C _ a LO V) i a LO N O © copyright revisions: W 0 0 drawn: checked: date: prof. no: (D Cn CV •O to N cy) -2 CO O N-0 -,O •L O a o s O %0 S C 0-0 N O '-O N C sc/dm/at rd 3-21-08 P07-15B A0e1 2 1 00- site plan A1.01 J scale: NTS W n te 0 parking count: WGULAR SPACES: 84 DISABLE SPACES: 4 TOTAL 88 area: OUTDOOR AREA : 3W SF INDOOR AREA: 6148 OF TOTAL 108 OF DRIVE-TNRU CANOPY : 21S 8F i O- �q 'IO Lo Lo O C U � • co co N O O Dx o� O s CL C C U� O a� co C CV M O o� U o D u o -0 0u 0 14 0 Lr) N 0 © copyright . Q Irevisions: 0 � Q drawn: checked: date: prof. no: N LO M CM aj 0 N O � ti- N v = � rns a 'o s a. o a aD �o aD } �O N Cn sc/dm/at rd 3-21-08 P07-15B Al *01 _______ __ ,., inn m ..Il I II i " 1.1— I 3'4"101, 1'-4" 6'-0" 3'-10" 0. MTL PANELS ON 3 5/8' 20 10'-1" x 5' x 4" THc GA MTL STUDS • 24" O.C. 1201 ROOF CONCRETE PAD 1 (SEE TYPE F' FINISH, BHT LADDER O A5�1 - ------------- - - --------I-77 ------------------------------------------- -- I N. I ! HEADER • V-8" - O I -' 4 1 2 1ME3� - i A4?11 I `" O A6�9 I I SMOKER CAN WASH COOLER M w FREEZER I \ / \ I 6'-d" Ht. TILED PARTITION WALLS rr �o I 155 = 116 115 114 `� \ I A I II'-8" 8" 9'-0" 24'-8" COOLER SIZE I 11-1 0 I -- 16"x16" BLOCKOUT ABOVE CEILING 5' x V x 4' THK DUCTWORK CONCRETE PAD I \ / 3'-4" 6'-0" '-4" 6'-0" 6'-8' 3'-4" 4'-0" 6'-0" i'-4" 6'-0" 3'-4" INSTALL CIUARRY NOTE. CONCRETE SLAB IN WALK- IN — — — — — — — — — — — — — — ------- -- - ---- -- ------ - -- tILE 6' H ON WALL AREA t0 BE LEVEL 11/I6" — � 3 � I FROM DR t0 DR O O HEADER • 1'-4" HEADER • 10'-8' O O O -- I } 611 �i�',i I. it i I% _ - -- III 6 �) II I I BEAM ABOVE I 8 4 •9'-4" AFF. I RR VESTIBULE 5- 6'-8" 4'-4" 5'-3° A4�1 I `� 2 GC. SHALL — b_2n 111 - 1" X 1" STEELIUBE F'Ost, PROVIDE SS. r I WOMEN \ — - b $ SEE Abldb-5 BACK PORCH A'. / 0 0 CLOSURE 1 � � �� 1' � s I I b , e DISH WASH _ — / / 2" X 1" STEEL 14'-5�" d�_�n 19'-S" A I = TUBE POST, Ns Ilg b'-4" HT. TILED SEE AbBb-5 I - 2" X 1" STEEL TUBE PARTITION WALLS \ / I POST, SEE A6Idb-5 I I = 3 6 �� \\ // I b 4 5 I Cr _ _ 0" 5'-10" 6'-0" 2'-8" r �' 1'-1" 6'-0" Y-3" 6'-0" - a 0 r STORAGE a "` _ " :- FULL HT -- I BRICK 111 5' 6'-10" I I -1 11 VENEER _ � I I a o I= r O 6 O I I 211 '� 0 N* OI I ASD2 F_ -- I 4 24'-1" 19'-Sn DINING b 2'-0" II'-5" 10'-1"8'-6" _ I COOLER SIZE �8 - I a r -- _ - � ' r.. I I 2' X 2" STEEL TUBE - - � W II II KITCHEN 1 COOLER #2 II I I 5 I I POST, SEE AbOb-5 = Lu %= ITS 120 II II 4_ 4 II II _- I 5 -1 SALAD BAR = II II 4 shh- I I I I - 1 _---------�I - II DRIVE THRU li'-Il" 6" 8'-4" 51n ' 13'-�' ' L22 H 5'-b° HOLD II II II II = N - HOLD 3 II II -� n 11 I II II , i I :� I I =_ + ELEC. PANELS 3 I I 4 4 5 I _- SEE ELEC. DWG: I I II II I I Ill, 2' x 2° STEEL TUBE I 'v �I WAITRESS u POST, SEE AbDb-5 I I e - — — - OFFICE 15 '" COOK LINE STATION I I A e • ' a a 113 0 - I10 ELEC. PANEL 6'-5"W X 3'-I"H PASS THRU - I I I 18'-2' 3 5'- 3'-O" 10 SEE ELEC_ DWGS 'ao I R O. BA. OPG • 42 AFF. a I I - 23'-0" 1 • I I "'_"� 6 4 �� t° RO.'S FOR ALL WINDOWS W1 - CONTRACTOR TO COOIa'D. t 6 I I _ I I 8 I I - SCHEDULE, SEE SPECS AND 2 1 HMO • „ A m II I , A5�2 - — — HDR. 1-0 �i' N OE v I I 3 1/1" :r BHT A8�1 =- I ;n (� A6�9 — — — — + n p� y I I O 5' x 5' x 4" TNC CONC. PAD i I i I i I ,, ! l, ! i '�� ill I ---_ -- -- — BULKHEAD•9'-6" �'' i�•�'�1 - � � � III i � I, --- � � I L�, -- --- -- —-------- — i" 5- 1- 0 O I I I 3'-2" 3'-1" 5'-3" I = Ilul �' b'-0" 3'-4" 1'-4" 6'-0" 4'-4" 6'-0" V-4" MAIN DISTRIBUTION FULL HT BRICK I " g,_r, I I I I PANEL, SEE ELEC. VENEER A61d1 I ( I I I 1 ��— — A F PATIO I A5�1 T CARRY -OUT ,1 O HOSTESS I= I a WAILING I I ® 101 I C I 102 A a 'r s l l 13'-10� 5 n 2'_ln n 4'_g" " I I 3 ° io B B R I I BAR (SEE SWEET A2) \\ \ I I A6�9 1" GALv STL \ PIPE RAILING: • a = - I PATIO (TYP.J I 1 - BEAM ABOVE AT EL. 8'-g 1/2" BEAM ABV At EL. 8'-5 IV BEAM ABOVE AT EL. 8'-g 1�1' AbpJ1 Q BAR -- ;� ------------------- -------- Y ------------- ----------------------------------------' I I IO3 1'-1" 3'-On 2' 2jn10 - - - - - - - - - - - - - - - - - - - - - - - - - --------------- -� — — — - - w - I' --- --- ill Ili = 1 A 3 A ------------ Cn A6,03 A6�3 I r = i I ----------- I -- I I I la I I 4'-4" 4'-0" 6'-8" 4'-0" I `r 5'-4" 2' _ON 4'-4" Y-0" 6'-4" 3'-4" 11 14'-0" 11`4' — — I 38'-0" I building areas: wall legend: L------------------- 2 , I general notes: 5451 sQ FT. KITCHEN, DINING ROOM, BAR, VESTIBULE, ®8' CM.U. PROVIDE VERT. REMF. AS SHOUN ON STRUCI: DWG:. /37_� A61d2 L DIMENSIONS ARE TAKEN FROM FACE OF CMU AND FACE OF STUDS (UNO) 4. PROVIDE I X 4 PT HORIZONTALLY AT BASE OF WALLS WITH 5/8" PLYWOOD ABOVE TO RECEIVE RESTROOMS, OFFICE' STORAGE n n n A6O1 1. FIRE EXTINGUISHER INSTALLED BY GC SIZE AND TYPE SHALL MEET CRITERIA IN FRP AT WAITRESS STATION AND KITCHEN PARTITION WALLS OTHER THAN NONCOMBUSTIBLE 412 SQ FT. PATIO - NOT HEATED L 3 i/2 OR 5 1/1 WOOD STUDS • Ib O.C. SECTION 10 OF THE NFPA CODE. EXACT LOCATION OF UNITS TO 13E DETERMINED WALLS WHICH WILL BE METAL STUD WALLS WITH 1/1 OUROCK ON BOTH SIDES. 71, 3 5/8' OR 6" 10 GA METAL STUDS • 16" OC, WITH 1/1" DURouc •BOTH SIDES. 1 so n n s resta u ra nt rotot e - floo r Ian BY THE LOCAL FIRE GODS OFFICIAL DURING TF LIME OF coNSTRuctiON 5. RESTROOM FACILITIES SHALL. COMPLY WITH ALL HANDICAPPED REIQUIREMENTS AND 521 SGL FT. COOLER FREEZER SMOKER ROOM NOT HEATED ACCESSIBILITY STANDARDS OF 28-GFR PART 36 IADA -AMERICANS WITH DISABILITIES ACT). 6311 SQ FT. TOTAL AREA lt0 INSIDE OF EXTERIOR WALLS) ---- 2x4 OR 1xb LOW PARTITION WALL. (SEE FLOOR PLAN FOR LOC'S) A2.01 scale: 1 /4"=1'-0" w e 3. ALL CM WALLS IN PATRON AREAS (DINING ROOM, ENTRY VESTIBULE, WAITING AREA, CASHIER AREA, WAITRESS STATION, RESTROOMS) TO RECEIVE 5/8" GYP. ® 41/1" BRICK VENEER NOTE. SEE SHT A2O3 FOR WALL SHEATHING CONFIG'S BD. OR PLYWD OVER lx4 P.T. FURRING STRIPS • 24" O.C. WITH FOAM INSULATION. TOTAL AREA (BUILDING FOOTPRINTk 6,gg3 SQ FT. s z 9 9 i O)IT"IO LO LO O 1A \ L6 r `n 0o 00 00 � oo 0 x b C 0 O -C a O rn c 'c c U0 O N 00 C CV C0 > O o -a c .} O t r*-, -0 u L `n 0 L L. ( N O © copyright N LO M M v a > _0 O � c �n p �- Q 'o g � a� N N revisions: 0 A drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A2*01 R oarnilr-r k=11 A-rfrw =-2m = MCM =A&MCD& AnO-itit te%h Ct onrMQ ' sonny's restaurant prototype- roof plan W Q �01 scale: 1 /4"=1'-0" 6 AUNWs AWNING LL 00 'L'OT O C 10 U � • 00 00 OIqT O c O "- O v) .t � C �C C U'0 Q O (D 00 C N M O o U(1) o U ° o V -C i C v v) L v uv) o O © copyright a a� revisions: FAI 0 0 0 drawn: checked: date: prof. no: CV LO CM M CD v v O O —0 `} vi C v = ° _a �o C:) a %O N sc/d m/at rd 3-21-08 P07-15B A2902 1 1, 11 1 1. i 1 e i -- 1 i 1 _ I I 1_ i I I _ i- - — - - II 1 -1 '1 '1' t I if 1 II '1 i[M1 l 11 LO 'IT O N �0 O ul v L N N r general notes: > C 0 `0 ra 61 � • o0 00 (ON ROOF, SEE EQUIPMENT SCHEDULE, SHEET A8.03) L ALL REFRIGERATION WORK BY OWNER FOR ICE MACHINE, SALAD o o ---- — — -- --- --------------------------------------- --- -- ------------------------ --- � BAR AND COOLER/FREE22=R o `a I p I ,• I ALL IN PLACE CUSTOM WELDING OF (GAS. Fh- EQUIPMENT) IS BY OWNER J 4 TIER 5 TIER 02 C CO2 FILL 1 183 FD FD 18X48 MEN _- I '^ 4. FLOOR SINKS • DISHWASN AREA t0 BE METALLED SLIGHTLY ANGLED � � 'E 1 2axsa \ I TO MATCH SLOPE OF FLOOR o C ' I = - �1 188 TYP. 141 — \ 113 i \ 1 Q FREEZERlob � o CAN WASH COOLER h 114 I88 \ I am 00 - �� /----- lee 2 shelf diagram ram _ N I 184 116 115 I I -I C 00 141 I \ A2.03 scale: 1 /4"= P-0" > o 1 == SMOKER - 141 188 \ / 1 O o -o �— m O -- ------------------------------ U C . WATER HEATERS MOP SINK 4 TIER — - L---------------------------- C ` L — — — — — — — - S O 0 u u7 Z T2 / ? ;. - I80 182 - I RR VESTIBULE ID T II I I �" < \ I t 190 I I I Ill :D T I I T1 T1 53 I 72 I B4 I 72 I B3 May r — — — T2 T2 - 0 CE CA TOR ON SHELF O - - -�WOMEN \ 11 TI I I I I (E _ g y BY COCA COLA 195 19l / 112 \ _ h9 Il8 I81 Il9 1l8 14l I - _ 193 194 FD 199 _ \ � 1 i ' I I BACK PORCH 03 I � 08 191 ABOVE i 1 I I � 03 ABOVE I 1 ,,.. : ,.... DISH WASH TIER 4 TIER 4 TIER PULL STATION FOR II9 HOOD FIRE FD I 3 T2 B4 T2 84 T2 84 T2 53 11 I I I 1 2 1' = 24X48 24X48 24 46 \ I I I I I I I II II T2 T2 T2 SUPPRESSION I p 00 I I I I I I I I SYSTEM 192 > T 11 - \ I/ I I I I I I I II II I -- " STORAGE a ro - i N F Ill J I Ilb I I 3 1 r� I B4 I T2 I B4 I T2 I 84 I T2 183 I I I I I I \= I 131 I I I I I I I I I I I I I B3 I T2 I B3 \/— © copyright II I I I I I I I 11 I15 11 I 1 r_-- , 0 X � N I KITCHEN N —'� 0 M I T3 = MOUNTED ON W 30 w I18 143 114 S!-ELF • 5'-0" AFF. 136 120 _ I I 03 D MG _-- 1l5 A a TIER A Ill 133 4 TIER 4 T ER 4 TI 1 138 I PROVIDE BLOCKING At LOW WALLS I Fp 2ax36 A A 135 I I FOR CANTILEVER WALL f� 24X48 24X48 24X48 I - >z8 (� >, 4 TIER - -- -- " COOLER n t39 A _ III I I I I I I I I I B3 I I B3 I ll4 120 116 8 I r---- 4i�-- � I I BI T1 52 T1 B2 TI 82 TI el — — — — — — i _ z I I I I I I I I I I it II T4 I _ 4x6 I I � � 139 141 140 A 134 SALAD BAR _ , DRI RU -- ,� 106 --- - 2 �b l a ;TIER A 2 fz0 n w '44 m 1l3 116 134 I33 169 I, <! A1�3 I — �I I I I I I I I I I 1I � 11 54 -= 0 24X42 _ — _ --� -- _______ __ ________ ____ I — _ :. rn ll0 _ _ -- ll2 --------------------------------II 1 0 54 11 B4 L----J 1 >Z5 14l = - - = 125 116 12l Ill 13 — 11 I el i tl i 52 i TI i B2 i TI i 52 i T1 i BI I i2 1 I T2 T2 + � >: - � MouN 1 ON SS 1 o III I I I I I I I I I I ---- I I — — — — �'` I� � •— > _ -- _ - - --� — — I SHELF • 5'-®" AFF. I i \ ALARM PANEL I I 114 --_- - --- 1 114 1 11 I I I I I I I I I I B3 I I 83 149 150 151 15 153 155 156 115 WAITRESS �, u \ \ I I - — — _ OFFICE 1 I COOK LINE 15l I >Z4 STATION 1 I \ I I o 168 123 121 123 110 �0 1 i I I \ % i i o 0 ; 1 16l Ibb lb5 114 163 115 I 1 160 0 b 114 159 1 122 ABOVE 1 1 I I 03 ABOVE P.O.S. t3 1 -- — — DONS6 _ — — — — — — — - -- - - — — — SELF • 5'-0" AFF. 12m 121 I I n STATION L = _ , - t � -� o -- --- i II8 II9 1 1 � o 'l 1 I B3 \ T2 I 84 I T2 I B4 I T2 I 53 11 115 I I 53 I T2 184 B4 I T2 1 53 / \ _ I ` a I --- I> I I I I I 11 11 I I I I �/ /� = 1 -0 M ___ - — \ I/ I I I I 11 11 I I I I ABovF 03 / - a o f — — — — _____ = _------------------ O I6 Ill 'B BAR — CA OUT I - I C RRY 102 113 ,� 114 115 I I 105 IB BELOW�POS FOR I - I I I1 BOX rn -C N , _ ItZ C 5 "BOX BELOW14l CASH DRAWER I I F'OS FOR D I I I o 0 s 1_ I � a E — —J HOSTESS 1 1 WAITING PATIO I _ I 01 I- --- 10I I I 102 ® II I BS BS BS BS es I I � 109 I 11 I I 1 1 I I I revisions: 1 _ I I 108 � I :55D I I ' \\ I I T5 t5 t5 T5 T5 I I I � Q • FD 1 I II 1 BAR ----------------------------------------- l 1 �3 I I 003 - I --_ I o _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I _ fd5 9 I I I TiTiTiTi— — — — — — — MARK DESCRIPTION QT1'. SEATS - I 101 a I ► -_ - - - - - - furniture scheduleBI SINGLE BOOTH BACK (42" H) 4 — — — — — — — — — — — — — — I MIN" AISLE WIDTH 52 DOUBLE BOOTH BACK (42" H) 6 TO TA5LES/BOOTH: 36" (NFPA 1014 ADA) " 83 SINGLE BOOTH BACK (42 H) 16 ( j �i I' i �` 1`----------------� PROVIDED: 441/1"(MIN) B4 DOUBLE BOOTH BACK (41" H) 12 10 d rawn : sc/dm/at ALL RURNITURE IS OWNER RMISHED, CONTRACTOR 1:3 METALLED. - CHAIR 86 L _ _ J I I L _ _ J HC HIGH CHAIR 4 checked: rd I TI 28"xbb" TABLE TOP (4 EA) 8 32 date: 3-21 -08 w L— — — — — — — — — — — — — — — — — — — — — J seating count � 28"x48" TABLE TOP l4 EAR 29 1l6 z proj. no: P07-15B T3 60" DIA. TABLE TOP (b EAR 2 12 91 n BAR AREA 25 T4 28"x30" TABLE TOP (2 EA) I 2 1 sonny's restaurant prototype a n d equipment Ian °�'•°°°� DMMG 20 � 3�"x48"TABLE TOP (4 EAa 5 20 DMMG ROOM 166 Tb NOT USED � A2eO3 �01 scale: 1 /4"=1'-0" w e TOTAL NO. 0: SEATS: 201 Ti 36" DIA TABLE TOP l4 EAR 4 16 � BS BAR STOOL 9 9 ° TOTAL * OF SEATS: 201 i f" r , i I I I III P 1 1 1 I I 1 1 1 1! im 1 I' M C C C C C C C C O SEE 4/A5Z FOR FINISHES OVER 5/8' PLY WOOD OVER 3/4' FURRWs 10 BRICK VENEER. SEE S/AbBb 11 FINISH FLOOR TO V-V : WALL TILE OVER 5/5" PLYWOOD V-4" - CE06. PAINTED GYP. 5D. sonny I s restaurant p roto scale: 1 /4"= P-0" e - interior finish DOORS. TYPICAL n an W -10 a 1 1/1' DIA. x 5" NIGH ON FLOOR AT BAR AF49A 1. SEE SHEET A8D1 FOR FINISH MATERIALS AND COLORS L r C a- U 00 aJ O O C 0 o r QE C U° Q 0 — �00 CV 0(y) O -Cp U �' a) o �` D ua) c CID o -0�-0 U L C N v Lr) rn O © copyright 0 a� revisions: 0 0 FAI FAI drawn: checked: date: prof. no: nl LO CM 2 M v v > -0 C o 0 0 a v 'C v) S o O Q '� N sc/dm/at rd 3-21-08 P07-15B A2904 tl %,AcItQ Ili I" to III ^" dining rm beam trim scale: 1-1 /2"= P-0" back porch beam trim scale: T= P-0" ceiling legend 1x4 BLKG • 16" OjC. - 4x8 RS. CEDAR BEAM patio beam detail scale: 1-1 /2"=1'-0" general notes: OREFERS TO CEILING MATERIAL FINISH. SEE SHEET AS.01 FOR CEILING MATERIALS AND FNISHES. WHERE THE Q W41111 OF HVAC DIFFUSERS LIGHTING FIXTURES, CEILING FANS AND OTHER CEILING EQUIPMENT DIFFER FROM THOSE SHOII1r1 ON THE M/E/P DRAWW-4, THE M/E/P DRAWINGB SHALL GOVERN. G.C. TO NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCY PRIOR TO SHOP DWG PREPARATION. WHERE THE LOCATION. OF HVAC DIFFUSERB LIGHTING FIXTURES, CEILING FANS DIFFER FROM THAT S 40M ON THE M/E/P DRAWINGS, THE ARCHITECTURAL DRAWNGS SHALL GOVERN. HOWEVER G.C. TO NOTIFY ARCHITECT AND ENGINEER OF ANY DISCREPANCY PRIOR TO SHOP DWG PREPARATION. UNDER CABINET FLOURESCENT FIXTURE (TYPE S) RECESSED MOLINTED FLUORESCENT FIXTURE (TYPE E) GYPSUM BOARD CEILING (PANTED SHERWIN WILLIAMS INDUSTRIAL WHITE ENAMEL) 1' x 2' LAY -IN ACOUSTICAL TILE (ARMSTRONG 1132, PAINTED AS PER A605 2' x 2' LAY -IN TIN CEILING TILES 2' x 4' x 1/2" LAY -IN USG. VINYL FACED, \ \ WHITE GYP. BD CLG TILE #3210 (CELOTEX 1 sonny's restaurant prototype - reflected ce i l i n Ian RECEWD M"Tw vINYLTONE VTs-al) e CEILING-MTD "CHANDELIER" FLUORESCENT FIXTURE- - 1 /4"= P-0" FIXTURES (TYPE HA 101 CEILING FAN (TYPE T, U) NIGHT LIGHT (TYPE F) 6 S WALL MOUNTED SPEAKER © CLG MONTED SPEAKER PENDANT LIGHT FIXTURE W/iRACK n PENDANT LIGHT TRACK FIXTURES (TYPE Q) FIXTURES- O G LIGHTING TRACKS (TYPES O, P) EMEW3ENCY LIGHT (TYPE EM) @ K JO AwTION BOX UNDER -CO FLUOR FIXTURE L (TYPE S)� ®0 N WALL PACK FIXTURES (V) RECESSED INLAND. FIXTURES: O A O B B C � D e R � AIStRP�L I�T�uRr1 RECESSED MMTED FLOURESCENT FIXTURE - NIGHT LIGHT (TYPE E) RECESSED MOUNTED FLUORESCENT FIXTURE (TYPE F) L o• �r Io ��o • � 00 00 oo v x c v 0 O s a c Ua Q — �00 C CV M O o_0 U �' NZ a� o _� U C ° o �L u c L a a L o © copyright revisions: FAI drawn: checked: date: prof. no: N LO M C M a _ a O a_ N 0) 'i C 0 O V Q Q) '-O N sc/d m/at rd 3-21-08 P07-15B A3901 9 -- -- - general notes: L FLOURESCENT LIGHTING NOT SHMN - FIXTURES ARE LOCATED WITHIN THE CEILNG GRID (SEE SHEET A301 - - - -- - - - - - --- -- --- --- - - - - _-- - - - -- _ _-- __ ._ .- - - _V _ 1. EXIT LIGHTS (NOT SNOIW) ARE TO BE r - - ! I T j 1 I CENTERED OVER DOORWAYS. T _ _ - _�� _I_.-LITrI -- . - 1.1-, �T T�1TIT_IITlIT - I _ _ _ _ � =.� 1. ! - �=ITlTI �I, I I_' 1T L r T_- . - 3 ALL DIhENSIONB SH0M ARE - --- _-- - 0/( J� - I FROM FACE OF FRAMMG/CM1 I rlEM IV =_1 U I I �• - II II EM r I COOLER LIGHTING COOLER LIGHTING - BY MFR BY MR. S � - I' 611 I Cn 3'-6" I =�-�'� � -8 _ ,_gig- - --� _1 u�lTIM !_il.. _ 1i1J�I�.1_111_Ll_11L y f _ -- — — Qil L "4121-1 Cq !-1�- - eC C _ - - - - - - - �_ �fI G - - G G - 0 OS _ \lam rr --- — 3 5'-9n -3n r / [ JI I41) -� 31_0jq 1-9 I I 1,_6q 0_T IY I 5 0 J it I; G G G G E G - _ G G -- - I ] D—i } ctt a �r - II - EM I -8- - I a _ N EM \\ C 51_Qq C = 31 I L 1 1 q L N L 0 " e,q L 0 ' O 1_1FP 11 I t I _ K 4'- 1-6 I I Ix e - - - — - - - C T C T C �, \ I COOLER LIGHTING % -4q I I 41_1II 31_ " _ BY MFR Q, - (� T -- - - - - - - - ---- C4 -� I= ��__� ----- ----- , an ;n Q h e - h Q I — L AL 00 ONO AI = tt( r I I I IlIIT ,ILL-- - I q I N I q �.-gq _. ---- �---Q-------A- - �. .------- ,_ q I_ q I_ n � I_ n W� I = 11-3 v 3 -3 3 -3 3 -3 \ 0 �: ! - -- - 3 0 W 10 0 W 11 10 W 10 3 A C C II I - - -- - - - -- -- - - - - -- -- - - - -- 'I f 2 It I I u u O u I I I• l__ r7_... `_n ..._ I - 113'-Il " _ � goo " Nz III I I 'ry I - I I — — — r=- r' 7 -_-.- .• 2'-6 bl 11n 2 - .4 _ I I I I I _ k _ - - I71 NT -- - - - - - - --- - - - - - -- ;_� E _1E N� I , I I "''r � i•��----� �, � __�--�,� J� �-�� C � C - - --- -- - � --- -- - - - -- - - - - - --- - - �► _ _ A , N A , " A�ii M-1LI ceiling legend � -- --Icv �-[II�TIITITII�I7__ - ' % _ WALL MOUNT PENDANT LIGHT TRACK FIXTURES (TYPE 0) UNDER CARNET L - - -- - -- - - -- -- - - - \s I D \ D I FIXTURES: FIXTURES: LIGHTING ?RACKS (TYPES O, P� FLORESCENT -- �- _._ --- ---- ---- - --- -------- I / \ I FIXTURE (TYPE S) U 1 M �I�1�=i=;1TI � = ��TT�T --_ --_= 1TIILTI� IIII�.�---IT1�1=1�I_ E .—__! (11TiTTI11-- — -- = - -- — — — — -- — — -- — GT�c,Nc L►G�Tt (TYPE Irv - Y RECESSED MOUNTED --- FLUORESCENT FIXTURE 4'-6" 4'-b" I (TYPE E) 4 - - ' L -- -1 O JUNCTION BOX X O L RECESSED MOUNTED 14 3'-0" D 5'-4" D 5'-4" D 3'-0° UNDER -CAB FLUOR FIXTURE FLOURESCENT FIXTURE- ® (TYPE S) NIGHT LIGHT (TYPE E) TED RECESSED WAND. FIXTURES: WALL PACK FIXTURES (V) �CUORESCENTESSED FIXTTURE n n CIA OB BC OD eR (TYPEF) r7� la n at d rive-th ru son n Ts resta u ra nt prototype - dimensioned lighting Ian CEILING-MTD "CHANDEL�" ° CEILIf� PAN Mn T, u' RECESSED MOUNTED �01 scale: 1 /4"=1'-0" A3.02 scale: 1 /4"=1'-0" w e FIXTURES (TYPE Hk FLUORESCENT F XTURE- NIGHT LIGHT (TYPE F) e a WALL hOLIINTED SPEAKER ® CLG MOUNTED SPEAKER �-PENDANT LIGHT FIXTURE NII-11 NIL", H(L L H H -- --- 1 - I - I I I I 31- 11 q n q 2'-2" ,_" V I I --- — I00 -A-L41[u �I 10 2 ,1 I I I I I ! I c I e e c - I I I I T = I I T T O II C a I " 6 I� (1) b' TRACKS TRACK _ _ yl C L L I I I - SUSPENDED W/ ALLTNREAD - - - - - , -� 9C 5> TTI ' TO 10 -0" AFF - -fir b'-5'I' b'- " LOIqIT (D 2 LO�o ^' We i r o a a o0 00 10 0 0 0 a) a 0 �+- s Q_ O m C C c v Q 0 a� 00 C C14 M O o� u �' '� a� o u c � O -gyp I� -v c (E) copyright N c M Q 0) -2 v 0 0-2 �s o a� "o 5. E Q 1-0N revisions: FAM A drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A3e02 It 101 ! II Ill, 11 1' I "9MI . ' 1!-- I I I!'. 1/2' ALLTHREAD • O:C. (MIK 3 PER 0 r I 12" LONG UNISTR1JT (2) 3/8" x 4' LAG is I W/ FLAT WASHERS CEILING FRAMING J 6" METAL STUD FRAMING 24" Or-. TRUSS (SEE STRUCT) ELL.11'-2' AFF. T.O. BEAM 6" x 8" RS, CEDAR BEAM 2x6 BLKG * 4'-0" O.C. (3 PER 2xb JOISTS • 24" O:C. (TYP) ?1-11 -' MAX T1-11 JOINT • 8'-0" O.C. 3/6" x 6" LAG BOLT W/ FLAT WASHER 4" x 6" 0. CEDAR 46 beam connection scale: 1-1 /2"= P-0" - _ _- _-_. -_ __- -_ _ - _- __ _ - -_ -__ ._ ___ __ - - 7 =I pI AN A Bt --------------------------------------- 2x6 BLKG a 4'-C" O.C. (3 PER BEAM) -I I I I I I I I I I I I I I I I I I ROUGH -SAWN CEDAR BEAMS BELOW -� —� (TYPICAL) ACOUSTICAL CLG. 2xb WOOD BLOCKING 1x8 Ra°. CEDAR n V- _ ;� 6c6 R8 CEDAR 1 sonny's restaurant prototype - reflected ceiling framing Ian W e 4 alternate 46 beam connection 5 alternate 6x8 beam connection �-o scale: 1 /4"=1'-0" �01 scale: 1-1 /2"=1'-0" �01 scale: 1-1 /2"=1'-0" s TI-11 ' 1xb R6. CEDAR 3/8" x 6' LAG BOLT W/ FLAT WASHER Ix4 R& CEDAR MAX T1-11 JOINT * 8'-0" O.C. 2x4 WOOD BLOCKING 1xb RS. CEDAR L U 'T IT LO � O \/ _ I 1 10 1 I O 0, 1 0 0 c a 0 O rn s Q c c U� O — Q)00 D N M O o� D c C u O L L L 0 LO to O © copyright C CV n- CD LO c M M p C p N -0 0) 'C C 0 v a� p a CLIP) � N revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A3e03 00 o- tA2 AI ,yp' � I TRASH CAD J tA9 O sonny's restaurant scale: 3/8"= P-0" MA""MIA Y-- T_T� 1 -1--- -�- 1 T 1 T T t 1 T - T -7 r L- --I - -�-- - I 1 C I_ r GALvANIzED � TRASH cAN X O sonny's restaurant proto scale: 1 /2" = l'-0" O O O - women's restroom elevations sonny's restaurant scale: 3/8"=1'-0" e - women's restroom plan TA3 TA6 � 9 A I I �1 rototype - men's restroom elevations °j o a1 .4A" -Ix4 (TYP-) rAI MLECTWq DACE 4X. 40" AFF, rr sonny's restaurant p roto scale: 1 /2"=1'-0" e - men's restroom plan u EL 9'-0" AFF. FIN. CLG HT. BA.1X4 // T:O TILE EL 0-0" AFr% Ob TA. SLAB. AFF. FIN. CLG HT. b'-4" AFF. 06 IX4 / to t LE L 0-0" AFF, TA. SLAB. toilet accessory schedule Q TAI PAPER TOWEL DISPENSER SURFACE MOUNTED. BY OWNER TA2 TOILET PAPER DISPENSER BY OWNER TA3 SOAP DISPENSER BY OWNER TA4 36 "A 1/2" D IA. GRAB BAR BY OWNER TA5 42"A 1/2" DIA. GRAB BAR BY OWNER TAb 2'-0"x3'-O' MIRROR, WOOD FRAME BY OWNER TA'1 N/A TAS FEMININE NAPKIN DISPENSER/vENDOR BY OWNER BY OWNER TAS FEMININE NAPKIN DISPOSAL BY OWNER TAIO SINK SEE NOTE 3 TAII FAUCET SEE NOTE 4 TA1 C14ANGNG STATION BY OWNER TA13 RESTROOM PARTITIONS LAMINATE - FORMICA METAL SUN BY OWNER genera I notes: L ALL TOILET ACCESSORIES ARE OWNER FURNISHED, CONTRACTOR INSTALLED 2. ALL DIMENSIONS ARE FROM FACE OF FINISH 3, SINK: KOHLER BOLERO OVAL LAVATORY SNK SINE. 2611-5 (16 3/4"Al 3/41). COLOR SATIN FINISH WITH HUSH COAT UNDERCOAT (OR APPROVED EQUAL). 4. FAUCET: KOHLER FAIRFAX LAVATORY FAUCET (SNraLE LEVER HANDLE, MODEL K-12182). FINISH: SATIN CHROME. 5. SEE SHEET A8.01 FOR MATERIALS AND FINISHES. Cn U d IO o o A� AO • � 0 `o oo� �o s Q- O rn �c c U� 0- _ 0 a� aJ C N M O 0 � U� W0 a� D C u o s — C L-. ' ::) L.. O LO N O (D copyright . Q ' revisions: V � 0 !x Q A 0 drawn: � checked: date: prof. no: Cn C O a C N a L0 o co Q -0 O O 0 vi a = N cm -E i3 `0 > c 0- O 1-O N sc/dm/at rd 3-21-08 P07-15B A4e01 f EL 18'-4" AFR T.O. MASONRY 14 I 1 7 1 A61d1 AbM Ab�i A6�4 l Ix4 HARDI TRIM • ALL WINDOWS, DOORS, CORNERS, AND TOP OF PARAPET WALL (TYP) - 6 ar, IZ 10'-21N —, I I ! !I I i— — — — — — — — ------ —-----------!�--— — — — — — — — — — — — — — — — — — — — — — — — — — — — — 800 AMP ELECTRIC — — — — — — — — — MAIN DIBCONECT PANEL +335 of +323 f +323 F DOWNSPOUTSROUTED Y 5A 5A -35 7 pef 5 -345 pof -345 pof TO STORM SEWER SYSTEM (TYPE EL 20'-5' AFF, T.O. RIDGE T )( 5A EL 8'-8' AFF, WNDW HAD TYP. 8 ►'J �' oil 11 11 in now oil +32.2 pof 1 +32.2 p6f +32.6 34A pof 344 psf 34.8 5A 4 1 loss won oil III III I 1 EL 24'-8" AFF T;O. MASONRY F H 1 EL 12'-8" AFF. t.0. MASONRY 8 luul �0 F� 13 I I ---j --- — — — — — — --- --- --- ----- --- H 2 +335 f 8 /+31b F y 5A II -35 i pof 1 1 -338 pof sonny's restaurant prototype - front elevation scale: 1 /4"=1'-0" +31b of +323 34B vef 345 +323 -334 1. -mill U11*1 son EL 20-5" AFF. TA, RIDGE FA EL IV-4' AFF. T.O. MASONRY 'r EL 8'-8' AFF. WINDOW HEAD 8 -- _ EL 0'-0' AFC FIN. FLOOR II I — — — — — — — — EL (SEE STRICT)a --------- ----- 06 T.O. FOOTING — — — — — — — — — — — — — — — — — — — Y 5A 65 LOT. L 6 TYP 10 ?1'P _0CD DOWNSPOUTS ROUTED TO STORM SEWER SYSTEM (TYP) 1 1 AbD4 l A6�2 4 18 3 4 18 � H 2 EL 11'-8' AFF. +32Z p6f +32Z pef TA. MASONRY 2 -34.4 of -34.4 f 2 15 +323 pof I I , i i I: i I i � l I l ,ii 1,I Ili i, 11111 ! i i I ! I ( 111 - -345 f i - o Ali � 1111 �11 � 5A, HEADER Y \I ——---- -- -- ---- ----- \,LaiII I I J A_ EL 0 -0 AFF. FIN FLOOR j IIIEL. (SEE STRCT) lb — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — — — — — 5A 1 1 5 H 2 3 I 1 v 8 V >Z'-0' METAL SIDING 11 sonny's restaurant prototype - rear elevation scale: 1 /4"=1'-0" exterior elevation keynotes O v l DRIVE-THRU WINDOW (SEE SCHEDULE). 8 AWNING BY UNISTRUCTURES 15. WALL PACK LIGHT FIXTURE. 2. 6" x 6' ALUMINUM GUTTER GALVALUME FINISH, S. P.T. bxb ROUGH -SAWN YP POST 16, J-BOX (SEE ELECTRICAL). 3. 4' DIA ALUMINUM DOIINSPOUT. 10, 16' SQ BRICK BASE W/ BRICK SILL 11, NOT USED 4, OVERFLOW SCUPPERS. It 2" GALVANIZED PIPE RAILING. 18. PAINT INSIDE OF SCUPPER TO MATCH ADJACENT WALL g e n e ra I notes 5, ALUMINUM WINDOWS, SEE SC14EME SHEET A .02. 12. SONNY'S SIGNAGE - C4MWL LETTERS. 1S. ROOF LADDER. 6. BUILT IN CANOPY SEE PAGE 5/A605, 13. EXHAUST VENTS)FANS. L REFER TO SHEET A8�1 FOR FINISHES AND MATERIALS 1. LINE OF ROOF BEYOND. 14. DRIVE-tHRU CANOPY, 20. GATE CONSTRUCTED FROM GRAIN -LW FENCE 2. VERIFY BUILDING 864AGE WITH LOCAL AUTHORITIES. MATERIALS, W/LATCH. O a\ 111" Iq LO 'IT Iq LO LO 0 > c', c,' • 00 0,) 0 +- oo� v) v 0 t a o O s Q m 'c c U� Q _ O 00 D N M O o0 U �' 0 m o u C o ��-0 U c L-0 0 L 0 0 L0 o © copyright 501 N `q- LO tM -2 � M N -0 O CD O O N y 0) Cm t La ,0 >' o °- 1�0 N revisions: 0 0 drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A5e01 L I I- I i 1 II I' 111 , h"! _1I exterior elevation keynotes 0 L DRIVE-THRU WINDOW (SEE SCHEDULE). 2, 6" x 6" ALUMINUM GUTTER GALVALUME FINISH. 3, 4" DIA, ALUMINUM DOWNSPOUT, 4. OVERFLOW SCUPPERS. 5, ALUM" WINDOWS, SEE SCHEDULE SHEET AOM. 6. BUILT IN CANOPY 1. LINE OF ROOF BEYOND, 8 AWNING BY UNISTRUCTURES. 9. P.T. 6x6 ROUGH -SAWN YP POST. 10, 16" Sa BRICK BASE W/ CONC. BRICK CAP, IL 2" GALVANIZED PIPE RAILING, 12, SONNY'S SIGNAGE - CHANNEL LETTERS. 13, EXHAUST VENT&FANS 14, DRIVE-THRU CANOPY. 1 sonny's restaurant prototype - right side elevation Ar, ne) crnla• 1 /d11=1'-ni, 2 A5.02 sonny's restaurant scale: 1 /4"=1'-0" 15. WALL PACK LIGHT FIXTURE. 16, J-BOX (SEE ELECTRICAL). 11. NOT USED 18. PAINT INSIDE OF SCUPPER TO MATCH ADJACENT WALL 19. ROOF LADDER 20, GATE CONSTRUCTED FROM CHAIN -LING FENCE MATERIALS, W/LATCH. rototype -left side elevation general notes L REFER TO SHEET A8-01 FOR FINISHES AND MATERIALS 2. VERIFY BUILDING SIGNAGE WITH LOCAL AUTHORITIES. 3 A5.02 NNEL AROUND SABLE WALL sonny's restaurant proto scale: 1 /4"=1'-0" sonny's restaurant proto scale: 1 /4"=1'-0" 16" Sa BRICK B W/ CONC. CAP. PIW �AID 01 5)patio gate elevation A5.02 J scale: 1 /4"=1'-0" wv ., 11 ELECTRIC MAIN DISCONECT PANEL e - drive-thru elevation EL S'-2" AFF. T.O. BEAM IL. 0'-0" AFF. FIN. FLOOR e - drive-thru elevation 4GE .,.,I r, ,.ACTED FROM 04A,IN-LINK FENCE MATERIALS, W/LATCk 0 u L. © copyright revisions: 0 drawn: checked: date: prof. no: 01. IT %O LO Iq 'IT N LO O r1_1 N 01 � NO 000 aJ Nr 11, C v O `~ s a O N 00 D N C m O N O C v c LO14 v L0 U) O C1l '411- LO CM L m N C N -0 O O O N a� v) v — c 0) -C L6 .O O Q� � N sc/d m/at rd 3-21-08 P07-15B A5.02 14 EL 11'-0" AFF, ly FIN. CLG HT. P©:© sonny's restaurant prototype - back porch interior elevation (row 6 scale: 1 /4"= P-0" 3 sonny's restaurant prototype - dining room interior elevation (row 4 A5.03 scale: 1 /4"=1'-0" I oil son oil login scale: 1 /4"=1'-0" solo son I I I muMEN m 11111 I mum 0 I1 �DMh�G Roots P 11 CEILING ©:oZ■rv:M ILIJLJ 1 1/4" GALY. PIPE RAILS (SEE FINISH PLAN FOR LOCATIONS) EL 8'-4" AFF, BA. HEADER EL 10-4" AFF. F CLG. HT. 0 la 1: Jim I I CNN: um Jill sonny's restaurant prototype - dining room interior elevation scale: 1 /4"=1'-0" EL V-4" AFF, FIN. CLG. HT. `r � O I6 M � O 18 G EL 0'-0" AFF. TA. SLAB TF_ H� VINDOW i (TYP) EL II'-0" AFF. FIN. CLC.L HT. EL 0-0" AFF. TA. SLAB CJ iJ WINDOWS 4 ,IAMBS (TYP) EL MEN MEN' son MEN --i 2 sonny's restaurant prototype - back porch interior elevation row 5 A5.03 scale: 1 /4"= P-0" 1 )DINMG ROOM CLG. N 14 IS • BUILT UP COLUMN 11/4" GALv PIPE RAILS (SEE FINISH PLAN FOR LOCATIONS) G N 14 r<rN�14 • BUILT UP COLUMN sonny's restaurant prototype - dining room interior elevation (rows 2 and 3' scale: 1 /4"= P-0" "6 sonny's restaurant prototype - dining room interior elevation A5.03 scale: 1 /4"= P-0" 1 DIN ROOM CLG. EL W-0" AFF. 1 1/4" GALY. FIN. CLG, HT. PIPE RAILS (SEE FINISH PLAN FOR LOCATIONS O � P 14 ©:M "8 typ. dining room low walls A5.03 scale: 1 /4"=1'-0" L) DINWs ROOM CL& EL 11'-0' AFF. FIN. CLG. HT. WA W W:M EL 0'-0' AFF TA. SLAB "9-Ntyp. dining room low walls A5.03 J scale: 1 /4"=1'-0" EL 10-4" AFF, FIN. CLG. HT, WINDM 4 JAMBS (TYP) EL 0'-0' AFF, TA, SLAB EL 11'-O" AFF FIN. CLG. HT, EL 8'-4" AFF 06 BA. HEADER Q CUT TO FIT —() lx8 CUT TO FIT EL 0'-0" AFF. T.O. SLAB =F. T.O. SLAB 'io-Ntyp. dining room low walls A5.03 J scale: 1 /4"=1'-0" 0 o OO -t 110 LO LO O r 0 � 10 • � ao ao r; r; O O c a 0 O s c C c U ° 0 _ O N 00 N CV,) O o U '� 0 ° o C r, s i a LO LO Ch LO N 0 © copyright revisions: sl A drawn: checked: date: prof. no: N co � M N > -°0 0 0 -0 a� T O o — c �_L8 0 a� �O N sc/drn/at rd 3-21-08 P07-15B A5.03 I1 1111 U I I i I 111 III I I I I I 1 I k EL.13'-0" AFF. FIN. CLG. HT. wMDm JAMB AND SILL sonny's restaurant prototype - interior elevation @ dining room scale: 1 /4"= P-0" sonny's restaurant prototype - interior elevation @-bar scale: 1 /4"= P-0" 71 EL 11'4" AFF. FN. CLG. WT. N EL 0'-0" AFF, TA. SLAB 5 back bar elevation �O4scale: 1 /4"=1'-0" EL 10'-0" AFF, FIN. CLG. HT. EL 0'-0" AFF. T.o. SLAB 11 interior elevation A5.04 scale: 1 /4"=1'-0" IC EL II'-4' AFF. FIN. CLG. HT. STEEL I IN WPLA ` 321 O.C. N EL 0'-0" AFF TA, SLAB ALv PIPE RAILS )RED TO FLOOR (SEE FNISH PLAN FOR LOCATIONS) �� tva. bar front elevation A5.04 % scale: 1 /4"=1'-0" EL IV-0" AFP FN. GLG. HT. EL 0'-0" AFF. T.O. SLAB 12 interior elevation �O4scale: 1 /4"=1'-0" E_11Z T `OFKTO- M EW r 1 _ O II interior elevation �O4scale: 1 /4"=1'-0" ■ ■ 0 2 sonny's restaurant prototype - interior elevation @ salad bar A5.04 scale: 1 /4"= P-0" 4 sonny's restaurant prototype - interior elevation A5.04 scale: 1 /4"=1'-0" EL.10'-0" AFF. Ob F GLG. HT. A EL 0'-0" AFF. T.O. SLAB 'r EL 10'-0' A.F.F. FIN. GLG. HT. Ob 14 e Cq EL 10-0" AFF. F CLG. HT. EL 0'-0" AFF. TA, SLAB II K'T interior elevation �O4scale: 1 /4"=1'-0" WHE � EL 0'-0" AFF. Ob o >4 T.O. SLAB 13 typ. interior elevation A5.04 scale: 1 /4"= P-0" EL 10'-5" AFF. FM. CLG. HT. EL 0'-0" AFF. TA. SLAB 14 typ. interior elevation �O4scale: 1 /4"=1'-0" EL 10'-0" AFF FM. CLG. HT. EL 1'4" AFF. 5.0. HEADER OPEN CABMET EL 0'-0" AFF TA. SLAB I� 9 interior elevation �O4scale: 1 /4"=1'-0" EL 10'-0' AFF. F N GLG. HT. 6.8 PANELS SEE SHEET M2 FOR EXTENTS EL 0'-0" AFF. T.O. SLAB 15 typ. s.s. panel elevation A5.04 J scale: 1 /4"= P-0" EL 10'-0" AFF. I FN. CLG. H1'. EL. 0'-0" APP.,,I T.O. SLAB to typ. kitchen elevation �.Oscale: 1 /4"=1'-0" a` Iq SO O LO LO O I . r I CN � 10 00) coo i IV 'IT C O o s Q_ 0 — Q)00 c N `� O o� U o D u o U L LO Q :) i O Lo rn O (D copyright N LO CM M 0 > - c N O O N �sC. O "o s R a 1.0 N revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A5.04 1 1°1e'91 IIA ' II gill I_ 1 11 POST FORMED LAMINATE COUNTER AND BACKSPLASN 450 BLOCKING AS REQUIRED Sa. BRACKET sect @office counter scale: 1 " = 1'-0" r l -- - i — -1------�--- ----- — -- -- - - T- -- 1 f 400, 411 21_nll 411 "A" elevation decorative brick veneer faux window scale: 1 "=1'-0" "2 office elevations A5.05 scale: 1 /4" = P-0" BRICK $a COIJRSING PROJECTIC 4" STANDAI VENEER 8" FOAM-FI BLK W/ D4 (TYPa "TO 2" Mlr RIGID FOAI DOR-O-WAL PINTLES FIT1 SECTIONS DA3600 IN- MASONARY REINFORCEh PLACED 1611 CENTERS IN EL,10'-011 AFF, 06 FIN. CLG WT. ELECTRICAL PANELS (SEE ELECT. DWGS) T" cross section 4" STANDARD BRI( VENEER 8" FOAM -FILLED G DAMPPEROOFING I" TO 2" MIN. AIR SF RIGID FOAM INSUL4 DA3600 IN -LINE LADUR-EYE MASO4 JOINT REINFORCEM PLACED 16" VERTI1 CENTERS IN CMU 5 DOR-O-WAL DA213 PINTLES FITTED IN1 EYE SECTIONS 4 A5.05 EL.10-0" AFF. FIN. CLG WT. EL. 0'-0" A.F.F. 06 FIN. FLR brick veneer scale: T = P-0" U S.5 BRACKET side view c EL W -0" AFF FIN. CLG WT." Q J SAFE CAI 3" CONCRETE CURB fTT EL. 0'-0" AFF. Ob FIN. RR DA3600 IN -LINE LADUR-EYE MASONARY JOINT REINFORCEMENT PLACED 16" VERTICAL CENTERS IN CMU BACKING DOR-O-WAL DA213 WIRE - PINTLES FITTED INTO EYE SECTIONS a EL W-O" AFF. CL ON 3" ;ETE CURB -0" AFF. FIN. F� top view 8" FOAM -FILLED CONC. BLK W/ DAMPPEROOFING (TYPJL (DLO�� OP, IT - > LO LO LO O L0 • 00 0 pop UO )x O c O a Ov) s C C U ° Q - O 00 C N O o - U ° o u o V LO ° 0 ° Lo � of O © copyright -E- revisions: E drawn: checked: date: prol. no: H d C v C 715 8 Q � o Lo q CM M 06 (D_0 O O -0 4- 0 N � a� � N N 1.0 N C sc/dm/at rd 3-21-08 P07-15B A5.05 1 -1 1 I. 11 1 1 1 1 II I I I I BERRIDGE "M11 PANEL METAL I I I 2 A6A (------------------- -----1 EL 22'-01 AFT-. I T.O. FRAMING I I DtIRO-LAST SINGLE -PLY MEMBRANE ROOFING OVER I 3" RIGID INSULATION F1I I METAL ROOFING RAFTERS, SEE STRUCTURAL BERRIDGE "M" PAML METAL EL 11'-4" AFF. TA.MASONRY 12 3r EL 11'-4" ARR BA. LINTEL BAR i j 103 - --------------------------- I I I I I I I l 1 3 AbD4 f 1 (' 1 sonny's building section �01 scale: 1 /4"= P-0" I I :�H I I I I I I I I I I I I METAL BAR JOISTS) I I 20 GA (SEE STRUCTURAL) 6"_META- STUD - - - ---- -- -- - - - - --- ---- - _ —, �- 12'-811 AFF. BEARING NT lF STRUCT. Dam I I I I I I l 1 2 sonny's building section A6.01 scale: 1 /4"= l'-0" D1IR0-LAST SINGLE -PLY MEMBRANE ROOFING OVER 3" RIGID INSULATION SIM. EL 15'-4" AFF. T.O. MASONRY EL 12'-0" AFT-. SST BEARMG HT (LOW) SEE STRWT DWGS EL 10-0" AFT-. BA. BEADED BOARD EL 0'-0" AFT-. T.O. SLAB T•7j-0�c� EL 0'-0" !FF. TA. SLAB I I j i 8 i U IT IO N to O > a r- 00 • 0" � `o coo3 rr 0 0 oCL s C c U a a 0 m 00 c N � ` O o� C .0 ° u o � -CC L L v a L a L0 o © copyright C) revisions: � Q � Q A � drawn: checked: date: prof. no: N LO . a C'M CM a a Cn (D -0 c D 'C O O o N m a� s �O -c>- ' 5 '0 � *'o N sc/dm/at rd 3-21-08 P07-15B A6901 I Abldb I I EL IV-4" AFF. I I T.O. MASONRY I I DURfO-Last SINGLE -PLY MEh15R,4NE ROOFING OVER 3" RIGID INSULATION EL W-S" AFF, BEARING HT. I I EL IV-& AFT I IV FIN. CLG WT. I I I I I I I I OFFICE I I 123 I I I I I I I I I I SASH MOV E DRIVE-THRU 118 2 A6.02 STEEL BAR JOISTS (SEE STRUCTURAL) EL 10'-0" AFF. FIN. CLG HT. STORAGE KITCHEN Ih Its sonny's building section - kitchen scale: 1 /4"= P-0" sonny's building section - bar / salad bar scale: 1 /4"=1'-0" 1 A6�6 I I I I EL IV-4" AFF, OL T.O. MASONRY I I I BERRIDGE "M" PANEL METAL ROOFING I METAL ROOFING RAFTERS, SEE I STRUCTURAL EL 13'-4" AFF. OL 2 BEARING HT, I I I I I I I I l J SMOKER 115 EL II'-4" AFF. T.O. MASONRY EL 0'-0" AFF. �-. TA SLAB EL 22'-0" AFT F OF MASONRY EL W-8" AFF. BEARING HT. BERRIDGE "MR PANEL METAL ROOFING METAL ROOFING RAFTERS, SEE STRUCTURAL EL II'-4" AFF. TD.MASONRY EL V-0" AFF. FIN. cm HGT. EL 0'-0" AFF, TA. SLAB r i OO Iq "O Lo LO O O c CC) c 00 C d s Om c C: a Q _ O (1) 00 D N M O oC � i, 0 N O c �. V O -f r4 -v i `Cr 0 v Ln � © copyright -F- N Iq LO CM -2 �. M 0 a N O O O N v — c �s .p 'o � N revisions: 0 A 0 A drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A6e02 r I r I I ,I I I II I I I I I I '"mm lit sue:eIlrI I BERRIDGE "M" PANEL ROOFING PEEL 4 STICK MEMBRANE — i/ 1/2" PLWD. SHEATHING YP 2x4 0 16" O.0 ii RUN / �'� ' TI-W4 L I BUILDING - - -- 410 PT ROUGH -SAWN YP JOIST! ---- � w 48" 10jC. GUTTERS AND — I DOWNSPOUTS TO BE GALVALUME FINISH 211XDII ROUGH -SAWN CEDAR FASCIA FIN. GRADE 6' BELOW FINISHED FLOOR AT LANDSCAPED AREAS sonny's restaurant scale: 1 /411=1'-0" PREMANIJFACTURED ROOF TRUSS (SEE STRUCT. FOR TRUSS CONNECTIONS) 2x8 0 EACH JOIST Ix4 HARDI TRIM— rototype -building section 242 ATT l BINSULATION (U 5 IN CONT. FILLED SILL COURSE — I I SEE STRUCTURAL FOR 81/21 HARDIPLANK SIDING,1" EXPOSURE POST TO BEAM CONNECTIONS ATTACHED DIRECTLY TO q� 4F PT bxl0 ROUGH -SAWN YP BEAM FASTENERS REFER TO WA! ALLOWABLE FASTENERSP AC TABLE SEE SWEET A8.01 FOR FINISH I 1-1-- --. A_ -- — — — — — -- - FOAM FILLED (TYP-) 8" CONC, BLOCK W/ DAhIP%'ROOFMG (TYPJ Ix PT WOOD BLOCKING MASWMG — SLOPE 1/6" PER I°= MIN. a n •A 11 FOUNDATION (SEE STRUCTURAL) d a III— .III IITI =1II "d III -III: -III- I_I 1!1- f'RE:MANUFACTURED ROOF TRUSS (SEE STRJCT. FOR TRUSS CONNECTIONS) LAY -IN CEILING bx8 RCS. CEDAR BEAM (BEYOND) CYPRESS Ix4� . EL. 81-8' AFF, BA. HEADER ix WOOD WINDOW RETURN) ALUM, WINDOW CAULK ALL SIDES 5/4 WOOD SILL ON (2) 24 BUCK 1x4 CYPRESS Ix6 COW. BLOCKING 1/2" PLWD. OVER Ix2 P.T. FURRING STRIPS • 1611 O.C. PLYWOOD PANELING 4" CONCRETE SLAB WITH IBEI4SH AND b MIL VAPOR BA MER ON CLEAN COMPt STRUCK TED IDRAW�BY°OT14ERS CYPRESS 1x4 FOUNDATION (SEE STRUCTURAL) 1 * EACH JOIST HAWI TRIM 12 1 2-1/2 Ix PT WOOD BLOCKING WA:LASHWs BEYOND 5E1; IDLE "M" PANEL METAL ROOFING PEEL t STICK MEMBRANE 1/2" PLWD. SHEATHING YP 2x4 0 16' O.C. 5/8" T1-11 W/ 4" CENTERS RUN PARALLEL TO BUILDING 410 FIT ROUGH -SAWN YP JOISTS a 48" O.C. T TRUSS BEARING SEE STRUCTURAL FOR y POST TO BEAM CONNECTIONS PT 6XIO ROUGH -SAWN YP BEAM PT bxb ROUGH -SAWN YP POST 2x8 FURRING AROIl WINDOW OPENING -•—lx4 WARDI TRIM (1) 5 IN CONT. FILLED SILL COURSE 81/2" HARDIPLANK SIDING 1" EXPOSURE ATTACHED DIRECTLY TO I M W T4F AAL�LOWABIi`FASTENERREFE TSPAC ITABLE SEE SWEET A8.01 FOR FINISH FOAM FILLED (TYP) SEE STRUCTURAL 8" CONC. BLOCK W/ DAMPPROOFING (TYP) SLOPE Ix PT WOOD BLOCKING W/FLASWING US" PER FOOT M N. - • d c -, FOUNDATION Ir. (SEE STRUCTURAL) - Il 2 sonny's restaurant prototype - wall section @ patio r 3 sonny's restaurant proto A6.03 J scale: 1 /211=1'-01' A6.03 j scale: 1 /211=11-01' GUTTERS AND DOWNSPOUTS TO BE GALVALUME FINISH 2'0' ROUGH -SAWN CEDAR FASCIA I � d s FIN. GRADE b" BELOW 11 I: FINISHED FLOOR AT I LANDSCAPED AREAS e - wall section Cal aatio L O Ln to O r C co 00 C 0 O -C Q C C C) Q- _ O (1) 00 c C*,)cv oO 0 U � a� a` o D .� U c o -C 0 L0 L C .°� o 0 v uO © copyright revisions: A drawn: checked: date: prof. no: CV LO M co � -0 c D •c o -C O 0.. � N sc/d m/at rd 3-21-08 P07-15B m.11l� 1 . I. i I _ 9VI'1 I 1 �� 1 _ 'I II I b ` A1,02 I (1)2x10 WITH 1/4" DIA EL IS'-4" AFF TAPCONS 24" O.C. - MAX L T.O. MASONRY 8" FROM EACH END HORIZONTAL 1/8" FURRING HAT ♦. I I-1 1-1V CHANNELS . 16" O.C. 4 BERRIDGE "R" PANEL (VERTICAL) �♦ DURO-LAST SINGLE -PLY _ �� CONT. FLASHING AS REQUIRED MEMBRANE ROOFING OVER 3" RIGID INSULATION EL 13'-4" AFF T.O. BRICK77 CONT. FLASHING = ♦ / ` OUTSIDE FOAM CLOSURE WITH - = tAPE SEALER TOP AND t2 PEEL STICK MEMBRANE BOTTOM 2 1/2" PLWD. SHEATHING - YP 2x4 0 16" OTC. - �. 5/8" rI-II W/ 4" CENTERS - RUN PARALLEL t0 BUILDING BERRIDGE "M" PANEL METAL ROOFING EL 10'-0" AF. 6 4x8 PT ROUGH -SAWN YP JOISTS FINEL CLG HT. x 24" O.C. � _ PT WOOD LEDGER SEE STRUCTURAL. PROVIDE DAMP PROOFING ON ALL CONCEALED EXTERIOR FACES OF CI'W. - - LAY IN 2X4 VINYL ROCK TILES EL 9' -2" AFF. �/ CARL.ISLE CCIlb25 OR APPROVED EQUAL. AT ALL KITCHEN AREAS - T.O. BEAM 2XI0 R/S CEDAR - - FASCIA W/ J � FRP ON CMU MOLDING 6 EACH _ SIDE PT bx12 ROUGH - �' - SAWN YP BEAM41 - n - - EL. 6'-0" APP. BAD. L TEL F'RECAsr LINTEL -SEE STRUCTURAL � � WINDOW WRAP N CASING BEAD AND SEALANT (TYP. ALL SIDES OF WINDOW)Cn a DRIVE THRU WINDOW RIGHT SASH MOVABLE' FLASHING AND SEALANT -�--�-� EL 3'-0" APP. f- SILL HT, 4" BRICK W/ STEEL TIES • 16" O.C. EA. WAY 1/1" CAV CLEAR AIR SPACE MAINT. t DRAINAGE SYSTEM (I-888-436-2620) OR EQUAL 8" FOAM -FILLED CONC. BLOCK W/ DAMPPROOFING (TYPJ THRU-WALL FLASHING W/ 1/4" PLASTIC WEEP HOLES w 24" O.C. CURB 1/2" E.J. FILLER N CONC. FOOTING SEE STRUCTURAL wall section @drive-thru scale: 3/4"=1'-0" PT 2x8 - SHIM As REQ. - FRP ON CMU 4" CONCRETE SLAB WITH FIBERMESH AND b MIL VAPOR BARRIER ON CLEAN COMPACTED FILL - SEE ALSO CIVIL t STRUCTURAL DRAWINGS BY OTHERS QUARRY TILE -111 III--i I I ! 1 4 -1 11--1 i 1-- a I� o ° SEE STRUCT. 12" CMU (GROUT FILLED) WHERE FACE BRICK Is USED EL 0'-0" AFF T.0- SLAB DURO-LAST S! MEMBRANE R RIGID INSULAI GALV METAL I SEE STRUCTUF bm raq 4" CONCRETE FIBEFSIESH At' VAPOR BARR CLEAN COMP SEE ALSO CIV DRAWINGS BY QUARRY TILE 2 wall section @ kitchen A6.04 J scale: 3/4"=1'-0" 14" CDX PLYWOOD DIRO-LAST SINGLE -PLY DURO-LAST SINGLE-F MEMBRANE ROOFING OVER 3" RIS MEMBRANE ROOFING, RIGID INSULATION RIGID INSULATION GALV METAL DECK GALV METAL DECK SEE STRUCTURAL SEE STRUCTURAL TA. JOIST (VARIIES) �tAJ�OIST RE: STRUCTURAL �' RE: STRUSTRUI STRUCTURAL ROOF FRAMING, STRUCTURAL ROOF FR SEE STRUCTURAL SEE STRUCTURAL STRUCTURAL. ROOF FRAMING, SEE STRUCTURAL EL 10'-0" F 2x4 WOOD FRAMING R-30 BATT INSULATIO SEE FLOOR PLAN Ix8 T 4G BEADED BD FOR WAIL TYPES W/ 4" CENTERS 6" METAL STUD FRAMI wall section @ dinin scale: 3/411= P-0" 6 �� ` A1.02 NI L a\ LO LO O r LO C 0 U c" 00 co 00 00 O s Q_ �C C U0 a. 0 - a 00 D N C M Oa) -0 o D ° u o s L a 0 L 0 o LO O © copyright revisions: FAI FAI drawn: checked: date: prof. no: CV d' LO M >` M a a m , D _o -0 `~ o o N 0 Cs y '0 '� v o s 3 10 °- �O N sc/dm/at rd 3-21-08 P07-15B A6*04 _n — I -- - __ -- - - - i i I IIR I I 1 I i_ I 1 11 1111 1111 III 1 1 1111. , 9' 11 1 1 I 1 _L 9 1 I I 3/4" PLYWOOD R-30 BATT INSULATION — WE A3.01 FOR CEILING TYPE CYPRESS Ix4 CONT CAULK 1" EXPOSURE CYPRESS BEVELED SIDING Ix WOOD BLOCKING CONT CAULK Ix4 CYPRESS Ixb CONT. BLOCKING — 1n' PLWD, OVER Ix2 P.T. — FURRING STRIPS If Ib" D.G. PLYWOOD PANELING — 1x4 CYPRESS 4" CONCRETE SLAB WITH FIBEFtESH AND 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL - SEE ALSO CIVIL t STRUCTURAL DRAWINGS BY OTHERS 3 Al�1 3 I AlM EL 22'-8' AFF, EL 11'-S" AFF. N 06 - I T.O. Cm T.O, Cm ' _ I 1/1" COX PLYWOOD 1/1" CDX PLYWOOD NIP EL 10'-15" AFF. W/SINGLE-PLY MEMBRANE ♦00/ T.O, RIDGE BERRIDGE 11" PANEL METAL ROOFING 2x4 PT WOOD FRAMING WOOD ROOF FRAMING SEE STRUCTURAL 1/1" PLYWOOD SHEATHING WATER -RESISTIVE BARRIER 81/2" HARDIPLANK SIDING,1' EXPOSURE ATTACHED DIRECTLY TO SHEATHING REFER TO HARDIEPLANK COVER CHART FOR FASTENER SPACING AND REMIREMTS. SEE A5.02 FOR FINISH 8 I/1" HARDIPLANK SIDING, 1' EXPOSURI ATTACHED DIRECTLY TO CMU W/ET*: FASTENERS, REFER TO HARDIETRIM ALLOWABLE FASTENER SPACING TABLE SEE SHEET A5,02 FOR FINISH FOAM FILLED (TYP) Ix PT WOOD BLOCKING WfLASHING EL 0'-0" AFF. ob TA, SLAB � I- _�- I I =_II- i l - 111=1 11= - —I_I I=1► �_ I- =1i---i --I I !-I —III=1 I I=1 I I --I I I --I 11=1 I I-1 I- I =1 I I111_ 111= wall section @ dinin scale: 3/4"= P-0" Ix2 P.T. NAILER t METAL DRIP 2X10 RIS CEDAR FASCIA W/ J MOLDING + EACH SIDE EL II'-4" AFF. TA. MASONRY METAL STUD SOFFIT FRAMING PERFORATED VINYL SOFFIT - (BEIGE COLOR) METAL STUD SOFFIT FRAMING CONT. CAULK 8' CONC. BLOCK W/ DAMPPROOFING (TYP-) HARDIPANEL SIDING W/BATTEN JOINT 4' CONCRETE SLAB WITH FIBERIESH AND 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL - SEE ALSO CIVIL STRUCTURAL DRAWINGS BY OTHERS CONT, FLASHING R-30 BATT INSULATION BERRIDGE "M" PANEL METAL ROOFING METAL ROOFING RAFTERS, SEE STRUCTURAL W FELT UNDERLAYMENT , 5/8' GYPSUM BOARD 3/4" WOOD FURRING STRIPS C d — --- � I_I-1 ! I _ I_I_ �I LI-_i_ _--! I i -! I �1 I I_ I i-1 ! -i I ► -1 11= III= iI I, -- I _I, I' I' I I 1—I I I-1 "2 wall section @ bar A6.05 J scale: 3/4"=1'-011 4 4 A101 Al.01 ♦ DURO-LAST SINGLE -PLY MEMBRANE DURO-LAST SINGLE -PLY ♦ _ ROOFING OYER 3' RIS RIGID MEMBRANE ROOFING OVER 3' RIS I ' INSULATION RksID INSULATION I _ GAILY METAL DECK GAILY METAL DECK SEE STRUCTURAL SEE STRUCTURAL TA, JOIST (VARIIES) 8" CBLOCK W/ 8" CONC. BLOCK Wv — SEE STRUCTURAL — DAMPPROOFING (TYP) DAMPPROOFING (TYP) - ---- — CONT, 6" STUD, 20 GA --------- 2x8 PT WOOD FRAMING -- VERTICAL WARD SIDING 5/8" 14AWIPANEL SIDING CONT. FLASHING - - CONT. FLASHING OUTSIDE FOAM CLOSURE WITH 6", 20 GA METAL FRAMING + TAPE SEALER TOP AND 14 O.C. - BOTTOM W FELT 6", 20 GA METAL FRAMING + All 14 O.C, �tNDERLAYMENt CONT. 6' STUD, 20 GA ` 31 _ CONT, 6" STUD, 20 GA 60, 20 GA METAL FRAMING --'' 24 O.C. 61, 20 GA METAL FRAMING + 24 OjC _ EL 13'-OWF. EL 13'-0" AFF - - FIN. CLG. H? FIN. CLG, HT. - 1x4 CYPRESS CYPRESS (BEYOND) _ 1x CONT WOOD FURRING 24" O.C. Ix CONT WOOD FURRING 24' O.C. SEE A3.01 FOR CEILING SEE A3.01 FOR CEILING TYPE SEE A3.01 FOR CEILING TYPE - TYPE EL 11'-4" AFF. STAMPED METAL CROWN MOLDING STAMPED METAL CROWN MOLDING 1x6 + 24" O.C. CEILING BA. LINTEL CYPRESS 2x10 - JOISTS 5/8" GYPSUM BOARD = R-30 BATT INSULATION 3/4" FURRING STRIPS ZM �m EL 10'-0" F, - F5Z CLG. HT. SEE A3.01 FOR CEILING TYPE CYPRESS 1x4 = 8" CONC. BLOCK W/ _ - DAMP PROOFING(TYP) FOAM FILLED (TYP) 5/8' GYPSUM BOARD ' 3/4" FURRING STRIPS CYPRESS 2x6 /!f! NO CONT. BLOCKING -- / + - + — + + + + + + + / + + — + + + + -F + + + + i + + 1!1" PLYWOOD BD. OVER 1x4 + + + + + + + + + + + + + + + + + + P.T.RRI1NCs STRIPS + 16" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + O.C. + + + + + + + + + + + + + + + + + + - PLYWOOD PANELING j + + + + + + + +- + + +++++++++++ + + + + + ++++ + + + + + + + + + + + + + + + + + + CYPRESS 2xb + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + + + + + + + + 4" CONCRETE SLAB WIN FIBERMESN + + + + + + + + + + + + + + _+ + AND b MIL VAPOR BARRIER ON CLEAN + + + + + + COMPACTED FILL - SEE ALSO CIVIL + + + + + + i- + + ! STRUCTURAL DRAWINGS BY OTHERS + — — / EL 0'-0" AFF, j, EL 0'-O" AFF. -1 1=! I I=! I I=1 I I=1 I I111 III=1 I I=1 I I=1 4, I I=1 I I=1 I I=1 I I=1 11= T.O.SLAB R T.O.SLAB e ----- III--III—III I I I_I I I --III_ I. I I I_I 11=1 11=1 11=1 =II I-1 ! ICI 11=-1 I I=1 11-�III--1 11=1 11-1 11=�1 - — — ,1I I I-=1 I I=1 11=1 I I �I'' 1 �� 11 =1 I- 1= I1= __I==11-1==—=-- I-1 I- II 3 -1 IEMI-Ell - I I wall section @ waiting A6.05 scale: 3/4"=1'-0" i v "o LO�LOo A` r C O + CO 00 D, o O d- x c a O s CL O m C .E c Ua Q a 00 c N M O U '� o 0 o �-C s L c Ln?v L = 0 © copyright N ',I- LO M M v v > -o 0 O O �-C "o s v o o_ ; 'O N revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A6.05 (1) 2x1i TAPCONS 8" FF EL 181 HORIZON BERRIDGE EL�14' � BEAR CONT. FLASE EL 13' PROV ON ALL a FACE CCW525 C 4" BRICK b • 16" O.0 EO 112" GAY CLI DRAINAGE OR EQUAL s" FOAM-FIL W/ DAMPPR DURO-LAST SINGLE -PLY MEMBRANE ROOFING OVER 3" RIS RIGID INSULATION GALV METAL DECK SEE STRUCTURAL STRUCTURAL ROOF FRAMING, SEE STRUCTURAL EL 10-0' AFF. FIN. CLG HT. SEE A3.01 FOR CEILING TYPE EL 0'-0" AFF. T.O. SLAB DUROLAST SINGLE MEMBRANE ROOFI RIS RIGID INSULAT GALV METAL DEC SEE STRUCTURAL S EL 10'-0" AFF, F N CLG HT, 4" CONCRETE SLAT FIBEF!MESH AND 6 VAPOR BARRIER c COMPACTED FILL ALSO CIVIL 4 STRU DRAWINGS BY OTH wall section @ cook line 2 A6.06 scale: 3/4"=1'-0' A6.06 EL 22'-8" AFT T.O. MASONRY EL 19'-0" AFF STL BEARING HT, SEE STRUCT. DWGS WATER RESISTIVE RTICAL) BARRIER ING HAT 16"OL. E WITH ° P AND OTTOM DURO-LAST INSIDE WALL TERMINATION, SEE A1.01-6 ' EL 13'-0" AFT I FIN. CLG HT. I � . ` EL10 -6 AFT BA. FIN. CANOPY A1�2 wall section @ kitchen & smoker 3 scale: 3/4"= P-0" A6.06 ZZ— VERTICAL HIPLANK SIDING,1' EXPOSURE ATTACHED DIRECTLY TO CMU Wf FASTENERS, REFER t0 HARD IE TR ALLOWABLE FASTENER SPACWG TABLE SEE SHEET A8.0I FOR FINISH S" CMU WALL 1U/ — DAMPPROOFING (TYP) CARLISLE CCW525 (OR APPROVED ECIUAL) Ix4 HARDI TRIM EL 0'-0" AFT TA. SLAB wall section @ bar scale: 3/4"=1'-0" 04. • a ...o e D � O DURO-LAST SWjLE-PLY ROOF MEMBRANE gAl2I CONT, 6" STUD, 20 GA 611, 20 GA METAL FRAMING 24 O.C. t CONT 6' TRACK 6", 20 GA METAL FRAMING • 1724 O.C. m CONT. 6" STUD, 20 GA CONT. 6" TRACK SEE A3.01 FOR CEILING TYPE bd0 CYPRESS WALL FINISH. TOWAIE AND GROOVE 4' CONCRETE SLAB WITH FIBERNESH 6 MIL VAPOR BARRIER ON WELL COMPACTED SOIL - SEE ALSO CIVIL t STRUCTURAL DRAWINGS DURO-LAST SINGLE -PLY MEMBRANE ROOFING OVER 3" RI9 RIGID INSULATION GALY METAL DECK SEE STRUCTURAL L U -q- IO LO u") O C � 0 � N O O x c a 0 �- s CL O c C c Q _ O a) 00 D N M O or U C A.- _- c .0 u N O I U Ln ) C O 0 � 0 0 LO � © copyright 0 .Q 0 a� revisions: 0 IN drawn: checked: date: prof. no: ON LO M -2 CM a o 'D cn D .c n. o 0 � N C o a °Q � N sc/d m/at rd 3-21-08 P07-15B A6eO6 (1) 2x10 WITH 1/4" DIA— TAF'CONS 24" O.C_ - MAX 8" FROM EACH END ACCEPTABLE SEALANT—" 5/8" CDX PLYWOOD —� DURO LAST SINGLE -PLY ROOF - DURO-LAST SINGLE -PLY MEMBRANE ROOFING OVER 3" RIS RIGID INSULATION GALV METAL DECKI SEE STRUCTURAL SEE A3.0IFOR TYPE - EL 22'411 AFF. A ------------- TOP OF MASONRY 3 WATER RESISTIVE BARRIER EL 16'-8" AFF, BEARING HT, HARDIPANEL SIDING FLASHING OUTSIDE FOAM CLOSURE WITH TAPE SEALER TOP AND BOTTOM W FELT UNDERLAYMENT R-30 BATT INSULATION VAN N BLOGKOUT ABOVE CEILING FOR DUCTWORK SEE A3.01 FOR CEILING TYPE �-1 x 4 TRIM I x 4 TRIM 8" CMU WALL W/ DAMPPROOFWG (TYP) CARLISLE CCW525 (OR APPROVED EQUAL) CERAMIC TILE TO 6'-4" ATTACH W/THIN-SET MORTAR 2 x 6 PLUMBING WALL EL 0'-0" AFF. TA. SLAB wall section @ restroom vestibule scale: 3/4"= P-0" Jk EL 11'-4" AFF. T.O. CMU EL. S'4" AFF. B.O. CLG FRAI EL.B'-8" AFF. B.O. LINTEL EL 3'-4" APE TA, CMU P.E. TRUSSES 024" O.C. (SEE STRUCTURAL) 2x6 YELOW PINE CEILING JOISTS Tl-11 PLYWOOD BOARD 4xS BEAM BEYOND -- Ix WOOD WINDOW R-TURN ALUM. WINDOW — CAULK ALL SIDES- 5/4 WOOD SILL ON (2) 2x8 BUCK 1x4 R-30 BATT INSULATION BERRIDGE "M' PANEL METAL CORRUGATED 2X6 SUBFASCIA 1x2 P.T. NAILER t METAL DRIP 2XIO R/S CEDAR FASCIA W/ J MOLDING • EACH SIDE • ` PERFORATED VINYL SOFFIT (BEIGE COLOR) -- - TRUSS ANCHOR - IEEE STRUCTURAL) -- 81/2" 14ARDIPLAW SIDIN63,1" EXPOSURE ATTACHED DIRECTLY TO CMU W/ETIF FASTENERS, REFER TO HARDIETRIM ALLOWABLE FASTENER SPACING TABLE SEE SHEET A8.01 FOR FINISH IX4 HARDI TRIM 1x4 HARDI TRIM 81/2" 14ARDIPLANK SIDING,1" EXPOSURE ATTACHED DIRECTLY To CMU W/ETtF FASTENERS, REFER TO HARDIETRIM hc8 CONT. BLOCKING = ALLOWABLE FASTENER SPACING TABLE SEE SHEET A8.01 FOR FINISH V2" PLYWOOD BD. OVER IX4 PP.T_ FURRING STRIPS • 16" = FOAM FILLED (TYP) PLCYWOOD PANEL - 8" CONC. BLOCK W/ DAMPPROOFING CYPRESS IX4 4" CONCRETE SLAB WITH F15ER"IESH Ix PT WOOD BLOCKING MASHING AND 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL - SEE ALSO CIVIL - EL 0'-0" AFF. 4 STRUCTURAL DRAWINGS BY OTHERS (TYP) TA. SLAB — Q— — — — — e a a 1==! I! —"M-" I I 1 I 11= d I I;; III, III —I I I_I I —III -I �= 111= `• _! I I I I I-!=� 1=� I COvc. FOOTING SEE TRJCTURAL) wall section @ rear wall scale: 3/4"=11-0" CI 11el I1 A tt I SONNY'S 664AGE I I I I I I I EL 18'-0" AFF I STL BEARING HT, SEE STRUCT, DWGS I WATER RESISTIVE BARRIER HARDIPANEL SIDING V11 4 ' I DURO-LAST INSIDE WALL TERMINATION, SEE A1.01-6 I I EL 13'-0" AFFX�, FIN. CLG HT. 1 I I I I I O C I I EL 10'-6" AFF. BA. FIN. CANOPY NEW 8' CMU WALL W/ DAMPPROOFING (TYP-) CARLISLE CCW525 (OR APPROVED EQUAL) — EL 0'-0" AFJ, T.O. SLAB I IA II1 — 3 wall section @ bar A6.07 scale: 3/4'1=11-0'1 777MH II-1I' ACCEPTABLE SEALANT DURO-LAST SINGLE -PLY MEMBRANE ROOFING OVER 3' RI9 RIGID INSULATION GALV METAL DECK, SEE STRUCTURAL >'C .0 -I— O C c o a j O UD V s C L O © copyright ITO revisions: V WAI drawn: checked: date: prof. no: N N O oo vv c v O 4- s a O N 00 C V C C M Cu v -°a L N O c �- a -0 r-,-0 c +� 0 LO v=i O CV L0 M 2 M o a CD . D _O vs �+- O p) s O s %0 Q %0 N sc/drn/at rd 3-21-08 P07-15B A6907 C 4 Alm SEE stRuctuRAL wall section @ waitin scale: 3/4"=1'-O" a rea LO V V LO LO O 1 \ 1 \ > 4- 0 0 0 0, - 4- A� 1 1 0 0) 0 C a O O m �C a c C c v 0 00 D N Oo� a) T ` O } c .+- v 0 s 0 0 � 0 0 Lf) cn O © copyright revisions: FAI 0 0 0 drawn: checked: date: prof. no: CV d' M 2 M 0 0 > _O cn 0 N N os N .0 o 0 a 3 �O N sc/dm/at rd 3-21-08 P07-15B FiTellolo] t 3 Du ME Rk GA SEE j6 6 HORIZON? C14AMdEL i 1/8" FURRING 16" OTC. i 4AT 1/2' PLYWOOD SHEATHING 61, AVD2 = BERRIDGE METAL ROOFING 14 BERRI PANEL (VERTICAL) RAFTERS, SEE G01 STRUCTURAL I CONT, FLAB �R" NG AS REQuI�� 030 FELT 8' METAL STUDS, LMDERLAYMENT SEE STRUCTURAL 241 _ % I 12 6' METAL STIRS 1 Ix1 P.T. NAILER 4 METAL DRIP 1XIO R/S CEDAR FASCIA W/ J MOLDING • EACH SIDE BERRIDGE ' M' PANEL -- - - METAL ROOFING - IV PLYWOOD SHEATHING R-30 BATT INSULATION _ LAY -IN CEILING GUTTERS AND / R-30 BATT INSULATION _- DOWNSPOUTS TO BE GALVALLME FINISH - TONGUE 4 GROovE BEADED BOARDS 6x8 0. CEDAR BEAM - - (BEYOND) , ' PERFORATED VINYL SOFFIT - - - (BEIGE COLOR) 8 METAL STUDS, SEE STRUCTURAL CMU LINTEL, (BEYOND) SEE STRUCTURAL Ix4 FURRING STRIPSMETAL STUDSOFFIT FRAMING 5/8' GYP. BD. b - CONT. CAULK SEE - EL 8'-011 AFA --= a 1/1' HARDIPLANK SbWs,1" EXPOSURE TOP OF HEADER ATTACHED DIRECTLY TO CMU W/ET4F _ FASTENERS, REFER TO HARDIE:TRIM % ALLOWABLE FASTENER SPACING TABLE SEE SHEET A8.01 FOR FINISH 4" BRICK W/ STEEL TIES 16" O.C. EA, WAY 1/2" CAV CLEAR AIR SPACE MAINT. 4 DRAINAGE SYSTEM (1-888-436-2620) OR EWAL 8" FOAM -FILLED CONC. BLOCK W/ DAMPPROOFMG (TYP) PROVIDE DAMP PROOFING ON ALL CONCEALED EXTERIOR FACES OF CPU CARLISLE CCW525 OR APPROVED EMAL. BAR (BEYOND) dd / a d 4 v a 4e. ►_I 1=1 I I-III-11 ! --III-_III-_) I I -III -1 I I_ III -I I �_--I I =III III I_I_I-III=11.1=III=11_I=III=I I I= I_I I -III= A=I-==l I I I- � I i E-1 11=1 11=1 I �_{ ! I -1� I =1 11=I I I=III--=� I 11 --I I I U_�� L-, -I_I I-- I IY! _JL_-! 1 1__ ! wall section @ bar area scale: 3/4"=11-0" 4' CONCRETE SLAB WITH FIBEFtTSH AND 6 MIL VAPOR BARRIER ON CLEAN COMPACTED FILL - SEE ALSO CIVIL 4 STRUCTURAL DRAWINGS BY OTHERS - CYPRESS Ix4 a EL 0-0" AFF. T.O. SLAB FOLNOATION (SEE STRUCTURAL) CY) PL1 CYf 4" ( ANC Cot 4 S' 2 sonny's restaurant prototype - wall section 3 A6.09 scale: 3/411=11-011 A6.09 wall section @ hostess and waitin scale: 3/4"=1'-0" 8" CONC. BLOCK W/ DAMPPROOFING(TYP) VERTICAL HARD! SIDING FOAM FILLED (TYP) CONT. FLASHING 2x6 0 24" O.C. CEILING JOISTS EL. 10'-0" F_ FIN. CLG> HT. R-30 BATT INSULATION CYPRESS 1x4 o•'IT "Io LO o AO 1 \ 0 > V) LO 0 0"0 • � oo' -�-- r; r; o0 1q" it 0 o 0 O s Q_ c C U� 0- 0 - (1) 00 N M O o -0 U .� o C u N O r\ u c L0 0 0 14 0 o L0 � o © copyright revisions: ;1L drawn: checked: date: prof. no: N co co 0 > 0 -o N , O O c �- O rn t `p o s 3 'o a '%O N sc/dm/at rd 3-21-08 P07-15B A6*09 FASTENERS SPACING AT END LAP 3611 I 6 FASTENERS LOCATED AS -%M MOXI" WOOD SCREW WITH STEEL AND NEOPRENE WASHER INTEFVEDIATE FASTENER SPACING �11 3 FASTENERS LOCATED AS SHOWN L - MOXI" WOOD SCREW WITH STEEL AND NEOPRENE WASHER MOXI" 12" OL, WOOD SCREW WITH STEEL AND NEOPRENE WASHER I" TAPE SEALER CONTINUOUS Wr= 1 nc MCTAII irvorAl i FASTENERS SPACING AT EAVE �II 1 12 FASTENERS LOCATED AS SHOWN FASTENERS At RIB 6" OL. MOXI" WOOD SCREW WITH FOR FIRST 5'-0" UP ROOF STEEL AND NEOPRENE WASHER b" 1" TAPE SEALER CONTINUOUS PANEL END LAP MOXI" WOOD SCREW WITH STEEL AND NEOPRENE WASHER 30#FELT UNDERLAYMENT REFERENCE DETAIL FOR EAVE FLASHING 4 CLOSURE/TAPE SEALER INFO MATION M t R-PANEL SYSTEM roof detail - M panel fastener locations not to scale BERRIDGE M OR R PANEL UPPER PANEL PANEL FASTENERSt WITH METAL BACKED NEOPRENE WASHER INSIDE FOAM CLOSURE WITH TAPE SEALER TOP AND BOTTOM I ON 12 MIN. SLOPE AWAY FROM UPER PANEL T UNDERLAYMENT TRANSITION FLASHNGt 4° END LAPS WITH CONTINUOUS FASTENER 20" OL. CAULK AT LAPS PLACE A DAB OF CAULK AT FASTENER LOCATION, DRIVE BERRIDGE M OR R FASTENER THROUGH CAULK LOWER PANEL AND CAULK FASTENER HEADS SUB-FLASHNGt 4" END LAPS WITH CONTINUOUS CAULK AT LAPS j FASTENERSt 40" 0jC SOLID SHEATHING PANEL FASTENERSt WITH METAL BACKED NEOPRENE WASHER OUTSIDE FOAM CLOSURE WITH TAPE SEALER TOP AND BOTTOM FASTENERSt WITH METAL BACKED NEOPRENE WASHER 20" OL. L SOLID SHEATHING (BY OTHERS) To BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE F 1 loll MIN. TRANSITION FLASHING SUB-FLASHNG M t R-PANEL SYSTEM roof detail - slope transitiion not to scale BERRIDGE M OR R PANEL — RTOP WITH t WS PANEL FASTENER WITH METAL BACKED NEOPRENE WASHER GGAGLKEATT LAPS WITH CONTV INUOUS WALL PANEL 20 Oic. SOLID SHEATHING 30#FELT UNDERLAYMENT L SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 0' PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 2. TOLB FUR�l1SiD IN$TALI.ED MEN 8H AND R� ST L AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE 1/2'I EAVE FLASHING M t R-PANEL SYSTEM 2 roof detail - eave �01 not to scale FACTORY TABS REVERSE PLATES AND FASTENERS INSTALLED TO SPECIFICATION FASTEN MEMBRANE INTO BOTH THE DECK AND THE WALL SO THAT THE MATERIAL IS NOT ALLOWED TO BRIDGE, CUT TABS TO ALLOW FOR SEALANT OR MASTIC AT THE TERi11NATION POINT I: THIS DETAIL CANNOT BE USED ON TAB SYSTEMS THAT EXCEDE 60" TAB SPACINGS OR ON FULLY ADHERED ROOF SYSTEMS. 2: IT IS NOT RECOMMENDED THAT THIS DETAIL BE USED IF MORE THAN 24" OF MATERIAL IS NEEDED TO FLASH A WALL 10 roof detail - aerp. wall flashin not to scale RIDGE/HIP CAPt 4" END LAPS WITH CONTINUOUS CAULK AT LAPS. POP RIVET AT LAPS AND CAULK RIVET HEADS. BERRIDGE M OR R PANEL - PANEL FASTENER WITH MTL BACKED NEOPRENE WASHER FASTENERS IT14 METAL BAACCKEEDWNEOPRENE WASHER 20" OL. L730\FEL T UNDERLAYP'EWT SOLID SHEATHING OUTSIDE FOAM CLOSURE WITH TAPE SEALER TOP AND BOTTOM. USE EXPANDABLE FOAM CLOSURE WITH TAPE SEALER TOP AND BOTTOM AT HIPS. L SOLID SHEATHING (BY OTHERS) TO BE MINIMUM 1/2" PLYWOOD OR EQUIVALENT N STRENGTH FOR HOLDNG POWER OF FASTENERS. 2. ALL FELTING UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F = FINISH SIDE F PJDGE/HIP CAP M t R-PANEL SYSTEM '7'� roof detail - ridae and hi A7.01 / not to scale NOTE I: FASCIA BAR AND COVER MAY BE USED �\ N PLACE OF THE TERMINATION BAR 4 NOTE 2: THE SUBSTRATE MUST BE FREE AND CLEAR OF DEBRIS AT AND BELOW THE TERMINATION POINT. + DURO-LAST PREFABRICATED PARAPET WALL FLASHING DECK inside wall termination not to scale TYPICAL VENT PIPE S.S. STAINLESS STEEL BAND POSITIONED 1/4-INCH FROM THE TOP OF THE STACK FLASHING DURO-LAST PREFABRICATED VENT STACK FLASHING DECK ' ' H IF A LEAD FLASHING IS PRESENT ON THE PIPE, It MUST BE REMOVED BEFORE A DURO-LAS STACK FLASHNG IS INSTALLED. 2: MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE DECK MEMBRANE, MAX 18-INCHES ON CENTER AND A MINIMUM ONE PLATE)FASTENER PER FLASHING. // �11heat stack detail A7.01 not to scale tv GABLE CAUELK AT LAPS CONT. BEAD of CAULK LAPS WITH CONTLAULKD Tj \ FASTENER WITH METAL BACKED NEOPRENE WASHER 20" O.G RIDGE M OR R PANEL FASTENERSt20" OL. MAX. L0 30 FELT UNDERLAYMENT - TOP LAYER OF FELT TO BE PARALLEL WITH ROOF SLOPE — FASTENERSt 20" OL. MAX SOLID SHEATHhJG L SOLID SHEATHING (BY OTHERS) TO BE MIN" 1/1" PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLNG POWER OF FASTENERS. 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F ■ FINISH SIDE F > "00( ' VL GABLE CHANNEL GABLE FLASHNG M t R-PANEL SYSTEM i4� roof detail - aable A7.01 not to scale COUNTERFLASHNG / v ° � r � b DURO-LAST SEALANT + ° v D O DURO-LAST DURO-FLASH TM f b Lul DURO-LAST FASTENERS° b 6-INCHES ON CENTER MAX , ° D r durolast duro-flash detail not to scale CANTED - 4" BASE CLEAT I: 0 THE FASTENERS ARE TO PENETRATE THROUGH THE COPING CAP, THEN RUBBER GROMIMETED FASTENERS MUST BE USED. 2: INDIVIDUAL SECTIONS OF COPING CAP AND COPING CAP ACCESSORIES MUST BE JOINED BY A SPLICE PLATE I ALL JOINTS ARE TO BE SEALED WITH DURO-LAST CAULKS AND/OR SEALANTS. // �12coaina caa detail A7.01 not to scale tv CAP FLASHNGt 4" END LAPS FASTENERS AT LAPS WITH CONTNUOUS CAULK AT LAPS. *0 STAGGERED t POP RIVET TO COUNTER FLASHING 40 20 O.C, AND CAULK O.C.MAX. CAULK ALL RIVET HEADS FASTENER HEADS ON 12 FASTENERSt 20" OL. MAX COUNTERFLASHNGt 4" END LAPS i ` ' 30 FELT UNDERLAYMENT WITH CONTINUOUS CAULK AT LAPS SUB-FLASHhNGt 4" END LAPS WITH CONTINUOUS CAULK AT LAPS 11-� FASTENERSt WITH pMETAL 30 FELT UNDERLAYMENT WA 'OC. MAX R 40 BERRIDGE M OR R PANEL OUTSIDE FOAM CLOSURE/ PANEL FASTENERSt WITH TAPE SEALER TOP �x . / ;' METAL BACKED AND BOTTOM / ; i NEOPRENE WASHER FASTENERSt WITH METAL BACKED NEOPRENE WASHER 20" O.C. MAX SOLID SHEATHING L SOLID SHEATHNG (BY OTHERS) TO BE MINIMUM 1/2' PLYWOOD OR EQUIVALENT IN STRENGTH FOR HOLDING POWER OF FASTENERS. 2. ALL FELT UNDERLAYMENT, CAULKING, AND FASTENERS, ARE ITEMS TO BE FURNISHED AND INSTALLED BY THE ROOFING INSTALLER AT THE DISCRETION OF THE ARCHITECT. F ■ FINISH SIDE F I� F 1/2" COUNTERFLASHING SUB -FLASHING CAP FLASHNCx� M t R-PANEL SYSTEM �5� roof detail - as ra aet AL7V not to scale DURO-LAST PREFABRICATED CUSTOM CURB FLASHING POURABLE SEALER DEPTH 112 TO 3/4 INCHES { G + gc a a a a a d e d t �X u e DECK FILLER-I.E. MORTAR CONCRETE OR INSULATION L WATER MUST NOT BE ALLOWED TO POND WITHIN THE PITCH POCKET. BE SURE THAT THE POURABLE SEALER IS LEVEL WITH THE TOP OF THE CURB. 2. PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX 18-INCHES ON CENTER AND NO LESS THAN ONE FASTENER PER SIDE. 8 itch Ian d eta i I �01 not to scale DURO-LAST PREFABRICATED PARAPET WALL PLASHNG TERMINATION BAR DECK (o'13 outside wall term. A7.01 not to scale oO v �o LO o ^' "C AO 1 1 0 > W aa'0 • o0 v v c a 0 O rn s a c C c v Q a� 00 ��. C C:V M O o � U � '� N O c .-- 0 V O r-. V C c 0 4 :) p un <n O (D copyright CV I- LO m CO O o > -0 j L O O � N °a) s 'o o s %o a 1-0N revisions: n �i A A drawn: sc/dm/at checked: rd date: 3-21-08 proj. no: P07-15B A7.01 I CEILING (SEE SHEET A3.01) SEE SHEET A5.4 FOR FINISHES 5/8" G.W.5 2x4,1x6, OR 2x801'-0" O.C. P.T. 2x4,1x6, OR 2x8 T4B CONT 6" QUARRY TILE BASE A artition sections scale: 1 /2"=1'-0" HAW IPANEL WITH 14 BATTENS DURO-LAST INSIDE WALL TERMINATION, SEE A1.01-6 GALVANIZED TURNBUCKLE ASSEMBLY AS MANUFACTURED BY CLEVELAND CITY FORGE (I-800-431-4350) (OR APPROVED EQUAL) DUROLAST ROOFING SYSTEM 5/8" CDX 16 GA 6" METAL STUDS • 16" OL. 6" MIN. 3" x 4" STEEL ANGLE 2x10 PT WRAP W/ GALV. METAL O Ix4 FURRING SEE STRUCTURAL +� 16" OL, FOR CONNECTION T1-11 3'-0" • ENTRANCE 10 4'-0" • FRONT OF BUILDING canopy detail at bld- front A7.02 / scale: 3/4"=1'-0" METAL COPING 2x4 FASTENERS WITH METAL BACKED NEOPRENE WASHER 10" O.C. MAX CONT. CAULK 2x4 2x10 2x12 RS. CEDAR FASCIA 3/411 WARpITRIM (CUT t0 FIT) l AIPANEL SDING— MRANE 8" CMU 0 5 cornice detail �O2scale: 1-1 /2"=1'-0" v a Nt I W GALV, PIPE RAILING (SEE SWEET A5 FOR LOC'S) —lx8 CAP PLATE FM. WOOD 2x TOP PLATE 2x W/ TOP 0 28" AFF. AT EACH TABLE SUPPORT LOC. 2x • 2'-0" O.C. 1/2" PLYWOOD SEE SHEET A53 FOR FINISHES 2x6 W/ TOP ,0 16" AFF AT EACH TABLE SUPPORT LOC. P.T. 2x CONT. half wall sections Bscale: 1 /2"=1'-0" TEXTURED FINISH - STUDS 16" OL. MAX 5/8" GYP. BD. - TEXTURED FINISH 8" Cm 5/8" GYP. BD. a �r ul ° �4' � a ° Ju half wall su Cscale: 1 /2"=1'-0" wall section @hostess/watin scale: 3/4"=1'-0" 1 1/4" GALV. PIPE RAILING (SEE SHEET A5 FOR LOC'S) bcs CAP PLATE FIN. WOOD 2x TOP PLATE INSTALL POWDER ACTUATED FASTENERS 6" FROM EA END 2" STEEL TUBE • EA END OF WALL • (IU LOC'S, SEE SHEET Al 1/1" PLYWOOD SEE SHEET A53 FOR FINISHES P.T. 2x CONT. CORE DRILL SLAB t SET MOG�T FASTENERS WITH METAL BACKED NEOPRENE WASHER 20" O.C. MAX- CONT. CAULK 3/4" PLYWOOD SKATING DUROLAST SINGLE -PLY ROOFING MEMBRANE CE0 r 5/8" GYPSlJN4 BOARD - 3/4" FURRING STRIPS - CYPRESS 2x6 m CONT. BLOCKING - Oil PLYWOOD BD. OVER Ix4 P.T. FURRING STRIPS A 16" O.C. CYPRESS 2x6 block wall Dscale: 1 /2"=1'-0" 3 cornice detail �O2 scale: 1-1 /2"=1'-0" METAL COPING FASTENERS WITH METAL BACKED NEOPRENE WASHER 20" OL. MAX IX WOOD BLOCKING 2x WOOD BLOCKING CONT. CAULK DOUBLE TOP PLATE HARDIPANEL SIDING W/ Ix2 BATTENS ON WATERPROOF MEMBRANE 2x8 STUD FRAMING • 16" OL. CEILING (SEE SHEET A3,02) SEE SHEET ASA FOR FINISHES METAL STUD a 2'-0" O.C, 5/8" ",5. �- 6" QUARRY TILE BASE metal stud wall Escale: 1 /2"=1'-0" L1211 PLWD- CEILING (SEE SHEET A3.01) SEE SHEET A5.4 FOR FINISHES 5/8" G.W.5 2x4,1x6, OR 2x801'-0" O.C. P.T. 2x4,1x6, OR 2x8 T4B CONT 6" QUARRY TILE BASE A artition sections scale: 1 /2"=1'-0" HAW IPANEL WITH 14 BATTENS DURO-LAST INSIDE WALL TERMINATION, SEE A1.01-6 GALVANIZED TURNBUCKLE ASSEMBLY AS MANUFACTURED BY CLEVELAND CITY FORGE (I-800-431-4350) (OR APPROVED EQUAL) DUROLAST ROOFING SYSTEM 5/8" CDX 16 GA 6" METAL STUDS • 16" OL. 6" MIN. 3" x 4" STEEL ANGLE 2x10 PT WRAP W/ GALV. METAL O Ix4 FURRING SEE STRUCTURAL +� 16" OL, FOR CONNECTION T1-11 3'-0" • ENTRANCE 10 4'-0" • FRONT OF BUILDING canopy detail at bld- front A7.02 / scale: 3/4"=1'-0" METAL COPING 2x4 FASTENERS WITH METAL BACKED NEOPRENE WASHER 10" O.C. MAX CONT. CAULK 2x4 2x10 2x12 RS. CEDAR FASCIA 3/411 WARpITRIM (CUT t0 FIT) l AIPANEL SDING— MRANE 8" CMU 0 5 cornice detail �O2scale: 1-1 /2"=1'-0" v a Nt I W GALV, PIPE RAILING (SEE SWEET A5 FOR LOC'S) —lx8 CAP PLATE FM. WOOD 2x TOP PLATE 2x W/ TOP 0 28" AFF. AT EACH TABLE SUPPORT LOC. 2x • 2'-0" O.C. 1/2" PLYWOOD SEE SHEET A53 FOR FINISHES 2x6 W/ TOP ,0 16" AFF AT EACH TABLE SUPPORT LOC. P.T. 2x CONT. half wall sections Bscale: 1 /2"=1'-0" TEXTURED FINISH - STUDS 16" OL. MAX 5/8" GYP. BD. - TEXTURED FINISH 8" Cm 5/8" GYP. BD. a �r ul ° �4' � a ° Ju half wall su Cscale: 1 /2"=1'-0" wall section @hostess/watin scale: 3/4"=1'-0" 1 1/4" GALV. PIPE RAILING (SEE SHEET A5 FOR LOC'S) bcs CAP PLATE FIN. WOOD 2x TOP PLATE INSTALL POWDER ACTUATED FASTENERS 6" FROM EA END 2" STEEL TUBE • EA END OF WALL • (IU LOC'S, SEE SHEET Al 1/1" PLYWOOD SEE SHEET A53 FOR FINISHES P.T. 2x CONT. CORE DRILL SLAB t SET MOG�T FASTENERS WITH METAL BACKED NEOPRENE WASHER 20" O.C. MAX- CONT. CAULK 3/4" PLYWOOD SKATING DUROLAST SINGLE -PLY ROOFING MEMBRANE CE0 r 5/8" GYPSlJN4 BOARD - 3/4" FURRING STRIPS - CYPRESS 2x6 m CONT. BLOCKING - Oil PLYWOOD BD. OVER Ix4 P.T. FURRING STRIPS A 16" O.C. CYPRESS 2x6 block wall Dscale: 1 /2"=1'-0" 3 cornice detail �O2 scale: 1-1 /2"=1'-0" METAL COPING FASTENERS WITH METAL BACKED NEOPRENE WASHER 20" OL. MAX IX WOOD BLOCKING 2x WOOD BLOCKING CONT. CAULK DOUBLE TOP PLATE HARDIPANEL SIDING W/ Ix2 BATTENS ON WATERPROOF MEMBRANE 2x8 STUD FRAMING • 16" OL. CEILING (SEE SHEET A3,02) SEE SHEET ASA FOR FINISHES METAL STUD a 2'-0" O.C, 5/8" ",5. �- 6" QUARRY TILE BASE metal stud wall Escale: 1 /2"=1'-0" L1211 PLWD- METAL COPING Ix WOOD BLOCKING METAL COPWS FASTENERS WITH METAL (I) 2x10 WITH 1/4" DIA BACKED NEOPRENE TAPCONS 2411 O.C. - MAX 8" WASHER 20" O.C. MAX __-- -_ FROM EACH END --_ FASTENERS WITH METAL CONT. CAULK FASTENERS WITH METAL _- - - �- — -- "' - ' -~ " � �' -��-- FASTENERS WITH METAL l"--f �' BACKED NEOPRENE WASHER 20" O.C. MAX BACKED NEOPRENE FASTENERS WITH METAL --- --- BACKED NEOPRENE - 2x8 WASHER. 20 OL,MAX �- - - N BACKED NEOPRENE WASHER 20" OL, MAX -- ---- Ix WOOD BLOCKING 2x4 WASHER 20" OL. MAX CONT. CAULK OUTSIDE FOAM CLOSURE CONT. CAULK 2x10 WOOD BLOC KM II 2x10 _- - TAPE SEALER TOP - /, - -- `- CONT. CAULK � -- AND BOTTOM I - HORIZONTAL 1/8" FURRING - - -- HAT CHANNELS A 16" O.C. HARDIPANEL SIDING W/ oURCLOT SMGL PLY TAAR�)B4E _ Y v ROOMEMRN Ix2 BATTENS 20 R.S. CEDAR ROOFING MEMBRANE --Y AMR MANUFACTURERS FASCIA ITI - -- -- 3/4" x 3 W" - -- I -- - --- - HARDITRIM 8" CMU--- HARDIPANEL SIDING W/ Ix2 BATTENS ON WATERPROOF MEMBRANE 6 cornice detail �O2scale: 1-1 /2"=1'-0" 7 cornice detail- � �O2scale: 1-1 /2"=1'-0" METAL. COPING 2x4 FASTENERS WITH METAL: BACKED NEOPRENE WASHER 20" O.C. MAX. CON? CAULK DUROLAST SINGLE-PL ROOFING MEMBRANE fTi[%r�1 1 1/4" GALV. PIPE RAILING �II �� NO CAP PLATE FIN. WOOD %2x4 TOP PLATE 3/4" PLWD. SHELF - Ix4 SUPPORT 6' Ix4 EDGE 3/4" PLWD. SHELF Ix4 SUPPORT 2x4 02'-0" O.C. e 1/2" PLYWOOD BEAD BOARD PANEL P.T. 2x CONT. partition at p.o.s. station scale: 1 /2"=1'-0" 0 4 cornice detail �.02scale: 1-1 /2"=1'-0" FASTENERS WITH METAL BACKED NEOPRENE -�- - -- WASHER 20" OL. MAXlo o CONT. CAULKo 5/8" COX PLY WOOD SKATING F ROOtMEMBRANE Y� $ cornice detail �O2scale: 1-1 /2"=1'-0" V1" PLWD. FASTENERS WITH METAL BACKED NEOPRENE WASHER 2011 O.C. MAX CONT. CAULK 2x4 2x10 1x110. CEDAR FASCIA 3/4" HARDITRIM (CUT TO FIT) 3/4" x 3 1/2" HARDITRIM HARDIPANEL SIDING W/ ba BATTENS ON WATERPROOF MEMBRANE METAL COPING IX WOOD BLOCKING FASTENERS WITH METAL BACKED NEOPRENE WASHER 20" O.C. MAX 2XIO WOOD BLOCK CONT. CAULK DOUBLE TOP PLATE 5/8" COX FLY WOOD SHEATING DUROLAST SINGLE -PLY ROOFING MEMBRANE i Iq " a\ O O Lo 1.0 o r L0 LO C o o` o, - o oo v v c 0 s 0_O c U� a 0 - a 00 D N M O o UD N W0 a) V N O �� s L c LO o L p LON 0 © copyright N LO CM >` M � y 2 0 D �L O O -0 N o rn s `O >' 0 s 1-0a a "o ►O•i 3 revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A7,.02 .H , sl:, 111M7 f--Na.lull !-I' II _- -! 1' 1 ' 1 1 - 1 I ' i I 1 I AI 101 'WIWI II I I 'IIIII I II 8'-81/2" 6" DIA. CONC-FILLED STL (VERIFY FIELD) FIRE WOOD PIPE PAINT TO MATCH BLDG 22 GA METAL DECK PAINTED TO MATCH BUILDING front view awning details scale: 3/4" = 1'-0" PROVIDE ROLLER UNDER EACH GATE LEAF TO ALLOW FOR STEADY, CONTROLLED OPERATION OF EACH GATE. trash end scale: 1 /4"=1'-0" CANE BOLTS (STANLEY N010-18") I PAIR 1/2" DIA. x 2" LONG CONDUIT SLEEVES IN SLAB trash enclosure gate elevation scale: 3/8"= P-0" SATIN FINISH . , .. Al ,UME ROOF SATIN BLACK FRAME t BRACKETS side view note: for reference only FOR MORE SPECIFIC INFORMATION, REFER TO MANUFACTURER'S SHOP DRAWINGS. UNI-STRUCTURES, INC. SW COBS CENTER DRIVE, SUITE 100 KENNESAW, GA 30152 110-4M-2000 front view a GROUT CAP I CONT. 04 BAR IN S" Ch1U 11- 5OND BEAM (TYP)�- '_� 5 BARS 16" __-- -- a------ ----- 5 BARS 1611 8" SPLIT -FACE BLOCK e" SPLIT -FACE BLOCK WALL (FILL ALL CELLS) --Z- -� { WALL (FILL ALL CELLS) 1114 BARS CONT. a I6" 1 O.C. EACH WAY - — � I 611 CONC. SLAB _. I--l1_I IHC-.li= �11 _I II�=_F-! I I— _—_ C—�— _I-_1 I .I—-I-HI I-=F—II_H_I1I——� _ _ 1! 11 ___!III-_H_fl—y?_TT}=l! HII11I 1-4I D" COMPACTED SUBGRADE TO St DENSITY side view drive-thru clearance pole scale: 3/811=1'-0" trash enclosure section scale: 3/8"= P-0" 22 GA METAL DECK PAINTED TO MATCH BUILDING 2" x 2" x 1/4" ANGLE FRAME AND BRACES b" DIA. STL PIPE - FILL W/ CONC. CLEARANCE W-0" I IIJIC-i. I%jr reference only FOR MORE SPECIFIC INFORMATION, REFER TO MANUFACTURER'S SHOP DRAWINGS. UNI-STRUCTURES, INC. " COBS CENTER DRIVE, SUITE 100 KENNESAW, GA 30152 TT0-499-2000 3/4" DIA. STL ROD WELD TO b" D IN DIA. STL PIPE - WELD TO ANGL_ WASHER 6" DIA, STL. PIPE - FILL W/ CONC. 3/4" DIA. STL ROD WELD TO b" DIA. STL PIPE 4 hinge details A7.03 scale: 1 /2"=11-0'1 SATIN FINISH GALVALUME ROOF MICROPHONE SPEAKER front view 8 drive-thru order cano A7.03 scale: 3/811=11-011 CONCRETE FLATWORK 1 /21 CHAI"FER SLOPE I/8" PER FT. -j 1/2" EXP. JOINT FOUNDATION (SEE STRUCT. DWGS) r5' conc. pad detail A7.02 not to scale side view 1,4, 1/2" STEP MAX DOORS IVIG. %-a only FOR MORE SPECIFIC INFORMATION, REFER TO MANIFACTURRER'S SHOP DRAWINGS. UNI-STRUCTURES, INC 8540 COBS CENTER DRIVE, SUITE 100 KENNESAW, GA 30152 110-4M-2000 OO � IO 0o LO LO o > r� r� 0 LO o LO •� Co"� 00 1qX 0o 0 O rn s Q c E c 0 Q 00 C N M O o-0 U a) W o c — �►- V W o U C Lo CD a 0 O � N O © copyright revisions: � Q I drawn: checked: date: prof. no: CN LO CM >` C'7 O O N � O N 1-0 tN v = �-E o a� o a 'o �O N sc/dm/at rd 3-21-08 P07-15B A7903 -! -. !. 1 r I.., I I I I I I I I I room finish schedule materials schedule 0 paint /stain schedule CD ROOM SPACE FLOOR CEILING CEILING HT. WALLS REMARKS 101 HOSTESS STAINED CONCRETE STAMPED METAL CEILING TILES 13'-0" 14/A5.04 102 WAITING STAINED CONCRETE bc8 T4G DOU13LE BEADED BOARD 10'-5" 1-3/A .04 103 BAR STAINED CONCRETE STAMPED METAL CEILING TILES 13'-011 2, 6/A5.04 104 BACK BAR QUARRY TILE 8" T4G BEAD BOARD 11'-4" TO 141-011 4, 5/A5.04 105 CARRY -OUT STAINED CONCRETE STAMPED METAL CEILING TILES 13'-011 2, 4/A5D4 106 SALAD BAR STAINED CONCRETE bt T4G DOUBLE BEADED BOARD 10'-0" 2/A5.04 101 PAS. STATION STAINED CONCRETE ACT 11'-0" 81M.03 108 DINING STAINED CONCRETE ACT 11'-0" 3-8/A5.03 PAINT GRID 4 TILE "BLACK PEPPER" Ios BACK PORCH STAINED CONCRETE 5/8 T1-114II CENTER 10 -3 TO 9' -3 11 1, 2, 6,1/A5D3 110 WAITRESS STA QUARRY TILE VFACT 10'-0" 1-10/A5104 Ill RESTROOM VEST. STAINED CONCRETE Ix8 T4G DOUBLE BEADED BOARD 10'-011 13/A5.04 112 WOMEN STAINED CONCRETE 5/811 GYP, BD, 9'-011 I/AS 113 MEN STAINED CONCRETE 5/8" GYP. BD, 9'-011 2/A8 114 FREEZER FACTORY FINISH FACTOR(' FINISH FACTORY - 115 COOLER M QUARRY TILE FACTORY FINISH FACTORY - 116 CAN WASH QUARRY TILE VFACT 101-0" IO/A5AO4 111 STORAGE QUARRY TILE VFACT 10'-01, 10/A5D4 IIS KITCHEN QUARRY TILE VFACT 101-0" IOlA5,04 Il9 DISH WASH QUARRY TILE 5/8" GYP, BD. 10'-0" lb/M.04 SANI GRID OR ACCEPTABLE ALT. 120 COOLER 12 QUARRY TILE FACTORY FINISH FACTORY - 121 COOK LINE QUARRY TILE VFACT 101-0" 10, 15/A5,04 122 DRIVE THRU QUARRY TILE VFACT 10'-0" 10/A5.04 113 OFFICE QUARRY TILE ACT 10'-011 2/A53 124 PATIO STAINED CONCRETE 5/8" T-111411 CENTER II'-5" TO v-8" Ab, Aba 125 SMOKER SEALED CONCRETE II'-5 �" TO 13'-4" 10/A5,04 1/2" PLYWOOD SHEATHING- 81n" HARDIPLANK SIDING SEE SHEET A53 FOR FINISH (U-2X5 3/4" STOP O 5/4 WOOD SILL — 1'Ix4" CYPRESS TRIM 81/2" HARDIPLANK SIDING SEE SHEET A505 FOR FINISH WOOD STUD I"x4" CYPRESS TRIM l"x411 WD TRIM GLAZING WD WINDOW CASING 3/4" STOP IIIx4" CYPRESS TRIM WOOD STUD METAL SIDING 81/2" HARDIPLANK SIDING SEE SHEET A .M FOR FINISH 1/2" PLYWOOD SHEATHING 1 interior window section scale: 1/2" = 1'-0" METAL SI IX4 TRIM 3/4" STOI I"x411 CYF 31/2" HARDIPLANK 51DING SEE SHEET &SID5 FOR FINISH V4" STOP GLAZING 5/4 WO SILL SYMBOL SIZE TYPE SUPPLIER/MFR MODEL NO. REMARKS A 2' x 4' x 1/2" VINYL -FACED ACOUSTIC CEILING TILE BPB CELOTEX VINYLTONE VTS-891 (WHITE) B 2' x 2' x 5/8" ACOUSTIC CEILING TILE AR'1STRONG 1132 (WHITE) C 2' x 2' STAMPED META- CEILING TILE TIN H EA E ILING CO. AN U4" PRO SAS - SATIN SILVER D 8 3/4" STAMPED METAL CROWN MOLDING THE AMER CAN TIN CEILING CO. Cl - 8 3/4" SAS - SATIN SILVER FINISH E IX8 TONGUE 4 GROOVE BEADED BOARDS 4" CENTERS F "R" PANEL BERRIDGE SATIN FINISH GALVA-UME G BEAD BOARD PANELING USG H D. HARDI PANEL JAMES HARDIE CO. VERTICAL SIDING W/ Ix2 HARDI BATTENS I 8 U4II HARDI PLANK SIDING JAMES HARDIE CO. LAP SIDING 1 J BRICK BORAL BRICK COLOR CONCORD STANDARD GREY MORTAR K 36" W METAL ROOFING BERRIDGE "M" PANEL SATIN FINISH GALVAIAME L 14"x 60" SHUTTERS JAMES 14ARDIE CO. Ix4 HARDI TRIM FABRICATE ON JOB SITE M bd0 CYPRESS (SELECT OR BETTER) TONGlE4GROOVE WALL PANELING N Ix4 CYPRESS TRIM O Ix6 CYPRESS TRIM P m CYPRESS TRIM Q 1d0 CYPRESS TRIM R bd2 CYPRESS TRIM AT WINDOW JAMBS ONLY 6 1" EXPOSURE CYPRESS SELECT OR BETTER BEVELED SIDING t 2x10 ROUGH -SAWN CEDAR u FRP (WHITE) CRANE COMPOSITES KEMLITE v 1x4 HARDI TRIM JAMES HARDIE Co. O�T215 WILDERNESS, COLR BRANCH TILE SHALL BE INSTALLED HORIZ VERT. JT5 RANDOMLY STAGGERED (NOT RUNNING BOND) MAX 1/8" GROUT LINE. O GROUT BY CUSTOM BUILDING PRODUCTS, N80 (SANDSTONE). w 418 WALL TILE SHAW x bxb BASE TILE DAL TILE STYLE. QUARRY TEXTURES BULLNOSE TRM fQ-1665 COLOR DIABLO RED 001'01 AT RESTROOMS Y COUNTER TOP AVONITE STYLE- FOUNDATIONS, RED ROCK +FI-1143 (SATIN) PHA �: I-WO-428-6648 Z TOILET PARTITIONS AA THIN BRICK VENEER TEXTURED DRYWALL CC 5/4 x 12" CYPRESS WINDOW SILLS D 4xb ROUGH -SAWN CEDAR BACK PORCH EE bx8 ROUGH -SAWN CEDAR DINING ROOM FF 5/8" x 4' x 8' TI-11 4" CENTERS <@> COW, GALVANIZED METAL REMOVE OIL ACID WASH. 2' x 2' VINYL ROCK CEILING TILE BPB CELOTEX VINYLTONE M-861(WHITE) II 611X6" QUARRY TILE DAL -TILE OQ40 RED BASE Wl/ MATCHING COVE BASE, TRIM JJ 2"X1211 ROUGH -SAWN CEDAR 1"x4" CYPRESS TRIM 81/2" HARDIPLANK SIDING SEE SHEET A5.05 FOR FINISH horiz. window sect @ intr wall scale: 1/2" = P-0" OPTIONAL GUTTER — DOWINSPOUT ------------------ LINE OF ROOF ABOVE 12'-011 LINE OF b" CONCRETE CURB. VERIFY W1 CIVIL P.T. bxb ROUCsH-SAWN YP POST 16" SQ. BRICK BASE W/ CONC. CAP. SYMBOL COLOR NUMBER MANUFACTURER FINISH NOTES lO HARVEST GOLD SW 2858 SHERWIN WILLIAMS SUPERPAINT SATIN EXTERIOR HORIZONTAL SIDING 4 BACK PORCH WALL • ROW 5- B'� COAT OF HARVEST GOLD. TOP COAT SEQUIN, MIXED 60% SEQUM SW 6394 BENJAMIN MOORE SWUPERPAINt SATIN PAINT TO 40% WATER, RAGGED OR RUBBED SPARSELY- (D ROOKWIOOD RED SW 2802 SHERWIN WILLIAMS SUPERPAINT SATIN EXTERIOR VERTICAL HARDI SIDING - BASE COAT OF ROOKW100D RED. INTERMEDIATE COAT FLOWER POT, MIXED 60% WATER TO FLOWER POT SW 6334 BENJAMIN MOORE SUPERPAINT SATIN 40% PAINT, RAGGED OR RUBBED SPARSELY. TOP COAT SPAULDING GREY, MIXED 60% WATER TO 40% PAINT, RAGGED SPAULDING GREY SW 6014 SHERWIN WILLIAMS SUPERPAINT SATIN OR RUBBED SPARSELY. O CANYON CLAY SW P6054 SHERWIN WILLIAMS PROCLASSIC INTERIOR INTERIOR BACK PORCH DOOR 4 FRAME, RESTROOM, OFFICE 4 ALKYD ENAMEL 533 WAIT STATION DOOR FRAMES. 2 COATS. SERIES - SATIN CDHARVEST GOLD SW 2858 "RAN WILLIAMS INDUSTRIAL ENAMEL 554 WATER EXTERIOR BACK PORCH DOOR 4 FRAME. 2 COATS. SERIES OR BASED INDUSTRIAL ENAMEL 553 SERIES - GLOSS 5A FAVORITE TAN SW 6151 SHERWIN WILLIAMS SUPERPAINT SATIN EXTERIOR TRIM. 2 COATS. O FAVORITE TAN SW 6151 SHERWIN WILLIAMS PROMAR 200 LATEX INTERIOR SMOKE ROOM WALLS - PRIME BLOCK WALLS WITH SEMI -GLOSS 531 W200 SERIES PREPRITE BLOCK FILLER FINISH WITH 2 COATS FAVORITE TAN. 6A FLOWER POT SW 6334 SHERWIN WILLIAMS SUPERPAINT SATIN EXTERIOR SHUTTERS 2 COATS bB FLOWER POT SW 6334 SHERWIN WILLIAMS W D INTERIOR 4 EXTERIOR PATIO DOOR 4 FRAME 2 COATS. INDUSTRIALENAMEL B53 SERIES FACTOR(' PRIMER. O GRANITE PEAK SW 6250 SHERWIN WILLIAMS PROMAR 400 INTERIOR INTERIOR DINING ROOM ACOUSTICAL CEILING TILE 4 GRID, LATEX FLAT 1330W 400 SERIES SMOKER ROOM, WOOD JOIST 4 PLYWOOD DECK 2 COATS. O ENDURING BRONZE SW 1055 "RWIN WILLIAMS INDUSTRIAL ENAMEL E64 ENTRY, SMOKER ROOM, REAR SERVICE DOOR 4 DUMPSTER ENCLOSURE GATES - 2 COATS OVER FACTORY PRIMER O9 ROOKGOOD TERRACOTTA SW 2803 "RUN WILLIAMS PROMAR 200 LATEX RESTROOM WALL ABOVE TILE, MEN'S VESTIBULE WALL 4 DINING EGGSHELL/SATIN 520 W200 SERIES ROOM WALL • ROW I - PRIME WITH PREPRITE 200. FINISH WITH 2 COATS 10 SEQUIN SW 63S4 SHERWIN WILLIAMS EGGSHELL/SATIN EXTERIOR WALLS OF WOMAN'S RESTROOM, HEADER • DINING ROOM ENTRY, WAITING AREA, FRONT WAIL IN BAR 4 OVER BACK BAR 4 WASH BACK BAR BEAD BOARD CABINET BACKS - PRIME WITH PREPRITE 200. FINISH WITH 2 COATS. 11 GARDEN SPOT SW 6432 SHERWIN WILLIAMS PROMAR 200 LATEX SALAD BAR WALL PRIME WITH PREPRITE 200. BASE COAT EGGSHELL/SATIN 520 GARDEN SPOT, DRAG 4 DRY BRUSH HUMOROUS GREEN TO GIVE W200 SERIES A WOOD GRAIN LOOK SEAL WITH A COAT OF VARNISH HUMOROUS GREEN SW 6-318 SHERWIN WILLIAMS PROMAR 200 LATEX EGGSHELL/SATIN 520 W2M SERIES VARNISH A61FOW1 SHERWIN WILLIAMS WOOD CLASSICS POLYURETHANE HAND RUBBED VARNISH O Comm SQUIRE SW 6415 SHERWIN WILLIAMS PROMAR 200 LATEX SALAD BAR SIDE OF DINING ROOM ENTRY WINDOWS. PRIME EGGSHELL/SATIN 520 WITH PREPRITE PROBLOCK FINISH WITH 2 COATS. W200 SERIES 13 HERMITAGE GREEN SW 3140K SHERWIN WILLIAMS WOOD CLASSICS ALL TI-11, PICK UP WINDOW 4 ENTRY CANOPIES, PATIO 4 INTERIOR OIL STAIN BACK PORCH CEILINGS. MIXED 60% HERMITAGE GREEN 4 40% MINERAL SPIRITS. FINISH WITH A THIN COAT OF VARNISH. VARNISH A61FOMI SHERWIN WILLIAMS WOOD CLASSICS POLYURETHANE HAND RUBBED VARNISH O HARVEST WHEAT SW 3122 SHERWIN WILLIAMS WOOD CLASSICS DINING ROOM WALLS, ABOVE CHAIR RAIL, AND ALL WOOD TRIM, INTERIOR OIL STAIN A49 NOT CHERRY. FINISH WITH A THIN COAT OF VARNISH, SERIES VARNISH A670001 SHERWIN WILLIAMS WOOD CLASSICS POLYURETHANE HAND RUBBED VARNISH O HARVEST WHEAT SW 3122 SHERWIN WILLIAMS WOOD CLASSICS WAITING AREA, SALAD 4 BACK BAR CEILING - STAIN ONLY. INTERIOR OIL STAIN A49 SERIES O PICKLED WHITE 1400 SHERUN WILLIAMS WOOD CLASSICS I X 10 WALL PANEL IN BACK PORCH, BAR HOSTESS 4 WAITING INTERIOR OIL STAIN A4S AREA, RESTROOM VESTIBULE, 4 BOTTOM OF SALAD BAR SERIES VARNISH A61FWOI 61 ERUN WILLIAMS WOOD CLASSICS POLYURETHANE HAND RUBBED VARNISH CDBRIGHT CHERRY SW 31M SHERWIN WILLIAMS WOOD CLASSICS ALL WOOD DOORS, POST 4 BEAM • BAR HEADER 4 JAMB • INTERIOR OIL STAIN A49 DINNING ROOM, BACK PORCH ENTRY, WAITING 4 HOSTESS AREAS, SERIES 4 WAITESS/BAR DOOR WINDOW JAMBS, CASINGS 4 SILLS • VARNISH A61F0001 SHERUIN WILLIAMS WOOD CLASSICS WAITING AREA 4 BAR SPRAY ON 60% BRIGHT CHERRY MIXED WITH 40%MINERAL SPIRITS FINISH WITH VARNISH, POLYURETHANE HAND RUBBED VARNISH IS RUSTED FENCE SHERWIN WILLIAMS H4C INFUSION CONCRETE FLOORS - BAR ENTRY, SALAD BAR RESTROOMS, DINING REACTIVE STAIN ROOM 4 PATIO. APPLY RUSTED FENCE. APPLY 2 COATS CLEAR ADD SHARKGRIP ADDITIVE WHEN APPLYING SECOND H4C SILICONE ACRYLIC COAT OF CLEAR CLEAR SHERWIN WILLIAMS SHARKGRIP ANTI -SLIP ADDITIVE z 9 l"xb" WD TRIM SINGLE PANE WITH MUNTIN GRIDS 2 SIDES 1"x4" WD TRIM 3/4" STOP WD SILL I"x4" WWI TRIM IN sonny's restaurant rototype -drive-thru cano ('T' intr window elevation A\ 8.01 / scale: 1/4"=1'-U" �-o scale: 3/8" = 1'-0" i L0�� LOL0o r c 0 CN � -4— 0"' coo O O a s Om _E C C'Q 0 a) 00 c N � ` O o -� U D } C 0 O L c 0 0 a � N © copyright T K, s U C 0 CN a L N CY) -2 cM •� � � a D O E N D rns E o s o No °- 1�0 N revisions: drawn: sc/dm/at checked: rd date: 3-21-08 prof. no: P07-15B A8901 door schedule door hardware schedule "t, DOOR NO. SIZE DOOR FRAME 140M REMARKS LOCATION MATL. FINISH TYPE MATL FINISH 1 V-0"x V-0"x 1 3/4" PR HM PANT I HM PANT 1 6 LITES (TOP), 2 PANELS (BOTTOM) FRONT ENTRY QV-0"x 1'-0"x 13/4" HM PAINT 2 HM PANT 2 b LITES (TOP), 2 PANELS (BOTTOM) PATIO OR AT POS 3 V-0"x 1'-0"x 13/4" HM PAINT 2 HM PAINT 3 b LITE$ (TOP), 2 PANELS (BOTTOM) BACK PORCH 4 Y-0"x 1'-0"x 13/4" W000 STAN 3 HW PAINT 6 SOLID CORE WOOD DOOR MEN'S RESTROOM 5 3'-0"x 1'-0"x 13/4" WOOD STAIN 3 14W PAINT 6 SOLID CORE WOOD DOOR WOMEN'S RESTROOM 6 2'-8"x 6'-81'x 13/4" PR - - 4 HM PAINT - RITE HITE MODEL 0 3800 KITCHEN ENTRY 1 Y-ON 1'-0"x 13/4" WOOD STAIN 5 HM PAINT 1 SOLID CORE WOOD DOOR BIRCH OFFICE DOOR 8 3'-6"x 1'-0"x 13/4" HM PAINT 6 HM PAINT 4 FLUSH STEEL INSULATED W. KITCHEN ENTRY 9 3'-0"x 1'-0"x 13/4" HM PAINT 1 HM PANT 5 FLUSH STEEL INSULATED SMOKER NOTE: PROVIDE LEVER TYPE DOOR HARDWARE FOR ALL INTERIOR DOORS. window schedule DESIGNATION TYPE COLOR R.O. SIZE REMARKS A ALUMINUM (FIXED) BRONZE PAIR V-0" W x 5'-0" H INTERNAL MUNTNS, INSIDE INSULATED GLASS B ALUMINUM (FIXED) BRONZE PAIR V-0" W x V-0" H TWIN MULLED, INSIDE INSULATED GLASS C ALU M11(FIXED) BRONZE V-0" W x V-0" H INSIDE INSULATED GLASS D ALUMINUM HORIZONTAL SLIDER BRONZE V-0" W x 4'-0" H QUIKSERV SC-4030 - SEE DETAIL 3/A1. E WOOD (FIXED) SEE FINISH SCHEDULE V-0" W x 4'-0" H F WOOD (FIXED) SEE FINISH SCHEDULE V-0" W x V-0" H G WOOD (FIXED) SEE FINISH SCHEDULE PAIR Y-0" W x 5'-0" H SEE 3,4,r7/AbD5 son mosson e O window types I I son I mosson door types 10 8 a Eli] 00 E////1s %/ / / BOTH EJ /, Hf, e SIDES O � � e BACK %i 1 SEE DETAIL 1/ASM 8 r PORCH BOTH 9 )2 SIDES 50TH SIDES PATIONk DOOR TYPE 1 DOOR TYPE 2 V-4" 3'-0" VIEWER PLASTIC WITH 3 "OFFICE" HINGED SIGN COVER 3 1 1 FACTORY 'r 8 FINISH D4 BOTH CD —BOTH SIDES BOTH SIDES SIDES DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE b 1/4" THICK ABS PANEL DOORS W/ 12"x11" LEXAN VISION PANEL -MODEL 3800 BY RITE HITE CORD, 5/16" x 6" STEEL CHANNEL JAMBS RECOMMENDED BY MANFACTURER C4 r M Cn 2x4 STUD WALL ABS PANEL DOOR$ -MOD. 3800 BY RITE-HITE CORPORATION STEEL DOOR JAMB 2X6 CRIPPLE STUD 2X6 STUD 2x4 STUD WALL 5/8" GYP. BD. (TYP) 2X4 STUDS 1 kitchen door detail �01 scale: 1-1/2" = 1'-0" a -r- DOOR TYPE 3 A r DOOR TYPE 1 CAUTION: 1" PVC TUBE IS LOCATED IN LOCKSIDE JAMB - DO NOT DRILL THRU TUBE ANCHOR SCREW To BE �I" PVC TUB SUPPLIED BY s8 OTHERS. 4'-0" WRAP NOTES: L THIS UNIT MUST BE INSTALLED 2, ROUGH OPENING DIMENSIONS: LEVEL AND SQUARE TO WORK HEIGHT: 36 3/8" WIDTH: 48 3/8" PROPERLY. QUIKSERV MODEL • SC-4030 "2 drive-thru window plan A8.02 J scale: 3/4" = 1'-0" SET h - MAN EXIT DOOR$ am NAME MODEL NO, FINISH CODE MANUFACTURER NOTES 8 HN63ES 5BB145 X 45 NRP 630 IVE I MULLION 4%4 689 VON I PANIC HARDWARE 98EO 626 VON I PANIC HARDWARE 98NL-OP 626 VON I RIM CYLINDER 20-051-ICX 626 SCH 1 CORE ONLY 23-03O 626 SCH 2 DOOR PULL 8103-0 630 IVE 2 SURFACE CLOSER 4111 EDA b89 LCN 2 SET SEALS 303AS AL PEM 2 DOOR SWEEP 18100" AL PEM I THRESHOLD 221A AL F'EM SET n - PATIO DOOR AT POS QTY, NAME MODEL NO. FINISH CODE MAMFACTURER NOTES 3 HINGES 56514B X 45 630 IVE I SGL KEYED W/ TURNKNOB 83T1K STK 626 BE$ 1 PUSH PLATE 8200 4" X 16" 630 IVE 1 PULL PLATE 8303-0 4" X 16" 630 IVE I SURFACE CLOSER 4111 EDA 689 LCN 1 KICK PLATE 8400 low X I" LOW 630 IVE I SET SEALS 303AS AL PEM 1 DOOR SWEEP 18100WNB AL PEM I THRESHOLD 221A AL PEM SET 03 - EXTERIOR EXIT AT BACK PORCH am NAME MODEL NO. FINISH CODE MAMFACTURER NOTES 3 HINGES 555145 X 45 NRP 630 IVE I EXIT ALARM 2610 628 VON I MORTISE CYLINDER IEb4 626 BES 1 SET SEALS 303AS AL PEM I DOOR SWEEP 18100" AL PEM 1 THRESHOLD 221A AL PEM SET 04 - EXTERIOR KITCHEN ENTRY am NAME MODEL NO, FINISH CODE MAMFACTURER NOTES 4 HINGES 5WIHW 45 X 45 NRP 630 IVE I PANIC BAR 45H1DI5D 626 BES I SURFACE CLOSER 4111 EDA 689 LCN I ARMOR PLATE 8400 36" X 2" LDW 630 IVE I WALL STOP t HOLDER WS40 626 IVE I SET SEALS 303AS AL PEM I DOOR SWEEP 18100UNB AL PEM 1 RAN DRIP 346C AL PEM 1 THRESHOLD 221A AL PEM SET +5 - SMOKER DOOR QTY. NAME MODEL NO, FINISH CODE MANFACTURER NOTES 3 HINGES 555145 X 45 NRP 630 IVE I PUSH PLATE 8200 4" x 16" 630 IVE I PULL PLATE 8303-0 4" X 16" 630 IVE I SURFACE CLOSER 4111 EDA 689 LCN I SET SEALS 303AS AL F'EM I DOOR SWEEP 18100WNB AL PEM SET % - REST ROOMS QTY. NAME MODEL NO, FINISH CODE MANUFACTURER NOTES 3 HINGE 55514B X 45 652 IVE I PUSH PLATE 82W 4" X 16" 630 IVE I PULL PLATE 8303-0 4" X 16" 630 IVE 1 SURFACE CLOSER 4111 EDA 689 LCN 1 KICK PLATE 84M 10" X I" LDW 630 IVE I KICK PLATE 840010' X 2" LDW 630 IVE I WALL STOP W8401CCV 630 IVE 3 SILENCER S%4 CRY IVE SET +1 - OFFICE DOOR QTY, NAME MODEL NO. FINISH CODE MANFACTURER NOTES 3 HINGES 588145 X 45 630 IVE 1 STOREROOM LOCK 13K1D115D 626 BES I SURFACE CLOSER 4111 EDA 689 LCN I KICK PLATE 8400 10" X 2" LDW 630 IVE 1 WALL STOP WS401CCV 630 IVE 3 SILENCER S%4 GRY IVE U) 0 01W10 LO IT ILO L0o r 1 _ 1 1.0 00 O� 0% - 0 W (CO:) � r\ o �v c a O CL c c c U ° Q_ _ 0 a) co C CV M o �� U o U c ° 0 Lo �-0 U L c ° L v uO 0 © copyright revisions: �j 2I n drawn: checked: date: prof. no: a� a C ° N W CM N-2 CM ° ° o 0 � 3 N ° %0 0 a� �O N sc/dm/at rd 3-21-08 P07-15 B A8e02 ES equipment schedule NUM QTY, ITEM MODEL NUMBER MANUFACTURER VOLT PH AMP KW HP CW HW WASTE GAS PROVIDED BY REMARKS 101 1 ISLAND OASIS STAND 106-18 GLAS TENDER 1 1/2° OWNER 102 1 TWO DOOR DRY STORAGE CABINET DS48-Nb-BSN GLAS TENDER OWNER 103 1 BLENDER STATION BSA-14 GLAS TENDER 1/2" OWNER 104 1 SODA GUN HOLDER SHA-6 GLAS TENDER —1 OWNER 105 1 ICE BIN I5A-30-CPIO GLAS TENDER 3/4" OWNER 106 1 54" LCD TELEVISION OWNER MOUNTED IN BACK BAR CABINET 101 1 DRAINBOARD DBA-18 GLASTENDER Ila" OWNER 108 I COLUMN TOWERS CT-3-86 GLASTENDER 1/1" OWNER 109 I SINGLE BOWL SINK DHS5-I4-FL GLASTENDER 1 3/8" 3/8" 1 1/1" OWNER W/ PAPER TOWEL t SOAP DISP'S 110 SINGLE RACK UNDERCOUNTER DISWAC4INE U34 AUTO-CHLOR OWNER NOT USED 111 I B R DOOR, SELF AINED BB84-Lb-BSH GLASTENDER 15 1 15 OWNER ID I GLASS ICE DISPLAY UNITS GDU-24X36 GLASTENDER 1" OWNER 113 1 32" TELEVISION FLAT SCREEN OWNER 114 6 RECEIPT PRINTER OWNER NOTE 03 115 1 POS - CASH REGISTER SYSTEM OWNER NOTE 03 116 3 ICED TEA DISPENSER TDO-5 BUNN DO 1 15 1/4' OWNER 111 4DROP ANirc I 2300-15"X23" LANCER CORJCOCA-COLA 1/2" 3/4" COCA COLA M0,F69N��D C�RA6g I18 I SODA CABINET 228-20022-216 EDWARDS MANUFACTURING OWNER SIZE 3b"X52-I/2"X34"H 119 I GLASS DOOR MERCHANDISER GDM-9 TRUE 115 1 4J A OWNER INSTALL ON 118, W/ NEMA 5-15F DO 6 WIRE WALL SHELF 6184SEPS STORTEC SYSTEMS OWNERNoTr - AB SEPS l b PA RS) 121 1 5/5 WORK TABLE 222-63522M EDWARDS MANUFACTURING OWNER SIZE 18"X48"X40"H 122 1 S/S WAITRESS BACK SERVICE CABINET 228-20022-IW EDWARDS MANUFACURING OWNER SIZE 98"X14"X34" 123 1 INFRARED FOOD WARMER GR14-11 HATCO DO 1 025 OWNER NOTE M 124 1 S/S PASS THRU WINDOW 228-20022-118 EDWARDS MANUFACTURING OWNER 361516" 125 1 COOKERS/IUARMERS CW-1A APW WIYOTT DO 1 125 15 OWNER I ON T TOP W/ , 5 -1W PLUG 126 1 D CUP AUTOMATIC COFFEE BREWER CWTF15-3 BUNN DO 1 14 Ib1 1/4" DER NOTE M 111 1 6/5 WORK TABLE WITH SINK 228-20022-IISA EDWARDS MANUFACTURING OWNER SIZE 24"X10" 128 1 S/S SALAD BAR 228-20022-131 EDWARDS MANUFACTURING OWNER X HAS 2 EVAPORATORS 12S 1 SNEEZE GUARD DESIGN FURNISHINGS OWNER NOTES M 130 32 WIRE SHELF - SEE REMARKS 52448EPS STORTEC SYSTEMS OWNER NOTES 4 - EACH)/AB PSII PA 131 1 BUILT IN ROUND FOOD WARMER SS-SULT WELLS l20 1 65 OB25 OWNER NOTE I- OWER . CAP. -DIF LID. MD 132 1 6/5 WORK TABLE 228-20022-265 EDWARpS MANUFACTURING OWNER SIZE 18"X23"X3414- POS STAND 133 3 CABINET STANDS COCA COLA COCA COLA 134 3 ICED TEA BREWER T153 BUN N 120 1 144 1.130 1/4" OWNER NOTE M 135 1 S/S WAITRESS STATION 228-20022-115 EDWARDS MANUFACTURING OWNER SIZE 11 x �'" W/ I t-M H SINK 136 1 WALK-IN COOLER PC911 INTERN, COLD STOR OWNER SIZE 8'8" X 10'1" 131 2 "M" SERIES STRIP DOORS MI06PR-40W CURTAN PRODUCTS OWNER 80" LENGTH AND 060 MIL THICK 138 4 COOLER n SHELVING - SEE REMARKS S2436EPS STORTEC SYSTEMS OWNER NOTE M-ORDER POSTS-P14EPS(4) I39 8 COOLER n SHELVING - SEE REMARKS 52443EM STORTEC SYSTEMS OWNER NOTE M-ORDER POSTS-P14EPS(8) 140 4 COOLER n SHELVING - SEE REMARKS S2448EPS STORTEC SYSTEMS OWNER NOTE M-ORDER POSTS-PT4EPS(4) 141 5 DUNNAGE RACK 48" HDN-2048 ALEXANDER IND, INC. OWNER NOTE M 142 4 COOLER #2 SHELVING 52460EPS STORTECT SYSTEMS OWNER NOTE M-ORDER POSTS-P14EFW4) 143 1 FOOD PREP TABLE TSW-21-DM-C TRUE 15 1 49 1/5 OWNER W/ NEMA 5-15P 144 2 S/S PREP TABLE 228-20022-255 EDWARDS MANUFACTURING OWNER SIZE 30"X12" 145 1 EXHAUST HOOD #3 OWNER SEE MECHANICAL 146 I ELECTRIC CONVECTION OVEN YC44ED VULCAN 206 12 1/2 OWNER 141 4 HAND SINK HSF AERO OWNER 148 1 REACH -IN SOLID DOOR FREEZER T-23F TRUE 115 10.4 1/2 OWNER 149 1 SLIM -LINE- VERICAL CONTACT TOASTER 291-T20 PRINCE CASTLE, INC. 120 13 Lr OWNER PLUG 5-15F 150 1 BUILT-IN GRIDDLE G-196 WELLS MANUFACTURING 208 51b 12 OWNER 151 1 GAS EQUIPMENT LINE 228-20022-111 EDWARDS MANUFACTURING OWNER SAS AL2� �1" F 152 1 EXHAUST HOOD'2 OWNER SEE MECHANICAL 153 3 DROP -IN FRYER SGI4RDI PITCO 3/4" OWNER ORDER GAS VENT CHUTE FROM EMI 154 1 BUILT-IN MODULAR WARMERS MOD-30OTP WELLS MANUFACTURING 1/2" OWNER DIRECT WIRE 155 1 S/S LINE, EQUIP, FOOD WARMER, W/ SHELF 228-20022-I16, EDWARDS MANUFACTURING OWNER SIZE 39"X48" 56 2 DRAWER WARMERS HDW-2 HATCO Do 1 15 09 OWNER NOTE 9-ORDER 5" 0141ETER LOCKING CASTERS 151 1 8/5 BENCH SCALE 1400 DORAN SCALES, INC. 115 OWNER NOTE M- STANDARD CONFIGURATION 156 1 5/5 SLICER TABLE 228-20022-122 EDWARDS MANUFACTURING OWNER SIZE 30"XbO" 15S 1 MANUAL GRAVITY FEED SLICER X13 BERKEL COMPANY 220 1 35 1/2 OWNER NOTE M 160 1 EXHAUST HOOD M OWNER SEE MECHANICAL 160A 2 RE -THERM CABINET CAT522 WINSTON INDUSTRIES 208 3 33.1 1085 OWNER 1608 I HOLDING CABINET WA4022 WINSTON INDUSTRIES DO 1 161 2.0 OWNER 161 1 CHEF BASE- DRAWERED REFRIGERATOR TRC5-51 TRUE 115 1 SJ 1/3 OWNER W/ NEMA 5-15P 162 1 GAS COUNTER TOP CHAR BROILER HGB34 VULCAN 1 1/4' OWNER 163 I TUBE FIRED GAS FRYER SG188 PITCO 3/4" OWNER CASTER AND GAS VENT FROM EMI 164 NOT USED 165 1 WORKTOP: SOLID DOOR FREEZER TWT-60F TRUE 115 1 109 OWNER 166 3 WIRE WALL SHELF 52412EM STORTEC SYSTEMS OVER NOTE -ORDERBRACKETS 161 1 REACH -IN ALL S/S SOLID DOOR FRIDGE TS-23 TRUE 115 I 1.6 1/3 1 OWNER 168 I DINING ROOM AUDIO PACKAGE DMX, INC. OWNER 169 1 WORKTOP: SOLID DOOR REFRIGERATOR TWT-60 TRUE 115 1 5.1 1/5 OWNER W/ NEMA 5-15F 110 1 WIRE WALL SHELF 8184SEM STORTEC SYSTEMS OWNER NOTEER BRACKETS 1 illPAIR) 111 I S/S PREP TABLE W/ CASH DRAWER 228-20022-266 EDWARDS MANUFACTURING OWNER SIZE 30"X60" 112 1 DRIVE-THRU COM INICATION PACKAGE WIRELESS IQ HM ELECTRONICS, INC. OWNER 113 1 WORKTOP. SOLID DOOR REFRIGERATOR TWT-48 TRUE 15 I 5.0 1/5 OWNER WU NEMA 5-15F 114 4 DRY STORAGE SHELVING 82460EPS STORTEC SYSTEMS OWNER NOTE M -ORDER POSTS-P14EPS(4) 115 1 S/S PREP TABLE 228-20022-253 EDWARDS MANUFACTURING OWNER NOTE 13 -SIZE 30"X4V 116 1 PREP MATE PM91 UNIVEX 115 I 1 OWNER 111 I WIRE SECURITY SHELVING- SEE REMARKS SU2436Z NEXEL INDUSTRIES, INC. OWNER MODEL' 62436AZ 118 2 MANUAL CAN OPENER I EDLUND COMPANY, INC. OWNER 119 2 S/S PREP TABLE 228-20022-DI EDWARDS MANUFACTURING OWNER SIZE 30"X12" 180 I S/S SURROUND OWNER 181 1 EXHAUST HOOD 5 CUSTOM OWNER SEE MECHANICAL 182 I BASTING DRAIN PAN 228-20022-211 EDWARDS MANUFACTURING OWNER equipment schedule NUM QTY, ITEM MODEL NUMBER MANUFACTURER VOLT PH AMP KW HP CW HW WASTE GAS PROVIDED REMARKS 183 1 BULK CO2 TANK NU CO2 OWNER CONTACT NUCO2 184 1 PHASE 1 COOKER XLR-1400-ELSE SOUTHERN PRIDE 120 1 15 OWNER 125OW BTU 186 1 AIR CURTAIN/ FAN 48CH MARS AIR DOORS 115 1 51 1/2 OWNER NOTE 04 lob FREEZER t COOLER SHELVING- SEE REMARKS S24 E STORTEC SYSTEMS OWNER 0 - , 181 1 WALK-IN COOLER PDT 1025 INTERN. COLD STM OWNER 188 4 DUNNAGE RACK 60" HDN-2060 ALEXANDER IND, INC. OWNER NOTE M 189 1 WALK-IN FREEZER PDT 1025 INTERWOLD STOR OWNER 190 1 BAG -IN -BOX SHELVING COCA -COLA OWNER 191 1 S/S 2-COMPARTMENT PREP SINK 228-20022-108 EDWARDS MANUFACTURING OAR SIZE 54"X30"-EAC14 COMPARTMENT TO BE 2^2^14" DEEP 192 1 6/6 SOILED DISH TABLE / DOUBLE RACK SHELF 228-20022-124A EDWARDS MANUFACTURING OWNER SIZE 39' X 66" X 96" 193 1 6/8 PRE -RINSE SINK CUSTOM OWNER _W APNSSCR INtEM M92 Igo I PRE -RINSE SPRAYER (DISH AREA) 5-2223 T t S I/1" 1/1" OWNER 195 I D SHMAC 4INE CB CMA DISHMAC 41NES 15 26 1 3/4' 2" OWNER 196 1 6/5 CLEAN DISH TABLE 228-20022-123 EDWARDS MANUFACTURING BIER SIZE 81"X30"-OPEN BASE W/ CRSRILS 191 1 EXHAUST HOOD 04 OWNER SEE MECHANICAL I'm 1 6/5 WALL SHELF 228-20022-Ul EDWARDS MANUFACTURING OWNER SIZE 120"Xlb" - WITH POT HOOKS Ma 1 6/8 3 COMPARTMENT POT SINK 228-20022-110 EDWARDS MANUFACTURING OWNER SIZE 90"X30" - ONE FAUCET HINGED 200 1 QUIET QUBE Q-DUAL REMOTE QYDUAL4C MANITOWOC 3/8" 1/1" OWNER 201 1 5/5 ICE BIN SG1650S-60 FOLLETT p� OWNER 202 2 pp�� BABY G:A I TATION D KBIOI-00 KOALA KARE OWNER NOTE M 203 6 21" TELEVISION W/ MOUNTING BRACKETS OWNER 204 2 FREEZER/COOLER CONDENSORS INTER. COLD STORAGE OWNER 205 1 ONE DOOR BACK BAR COOLER SELF CONTAINED 151536-Rb-15SH(L) GLAS TENDER OWNER 206 1 SAFE 52522 CORP. SAFE SPECIALISTS OWNER 201 11 MODULAR BAR DIE MD GLAS TENDER OWNER 208 1 SPRAY AW - PREP AREA 5-2181 T t S 1/2" 1/111 OWNER general notes L ORDER IN CONJUNCTION WITH SMALL WARES PACKAGE. 2. SEE OPTIONAL SMALL WARES LIST (CONTACT SONNY'S CORPORATE OFFICE FOR INFO), 3. CONTACT SOSINY'S CORPORATE OFFICE FOR DRAWINGS / INFO. 4. CONTRACTOR INSTALL u 9 z 9 LO'� LOLOo r\ o •� o"0,,0 4— r_� r-, 00 v v� c a 0 s Q O m c c a Q _ O a� 00 D N M O o �° U 0 c V O c L 0 o LO O 4- © copyright revisions: V z Q � Q A drawn: checked: date: prof. no: CV LO " M M D N-Op N s Z _O `4- C N 4% p) s a O s 1�o N sc/drn/at rd 3-21-08 P07-15B AS,.03 1 1 1. f �. FUN. .. L BL--I' L___L _-__-_.__._- _-_ FIRE PROTECTION GENERAL NOTES 1. PRIOR TO SUBMITTING A BID, THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY EXACT LOCATIONS OF UTILITIES IN FIELD, ALL EXISTING BUILDING CONDITIONS AND THAT NO WORK WILL BE REQUIRED OUTSIDE OF THE AREAS OF WORK SHOWN ON THE DRAWINGS. 2. THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND VERIFYING A CURRENT WATER FLOW TEST AND PRESSURE DATA, THE DESIGN OF SHOP DRAWINGS AND, IF REQUIRED, PERFORMING HYDRAULIC CALCULATIONS. CONTRACTOR SHALL PROVIDE ALL WORK CUSTOMARILY INCLUDED IF NOT SPECIFICALLY CALLED FOR ON THE PLANSTHE INSTALLATION AND DESIGN SHALL COMPLY WITH NFPA 13, 2002 EDITION, 2004/2006 FLORIDA FIRE PREVENTION CODE, 2004/2006 FLORIDA BUILDING CODE CHAPTER NINE FIRE PROTECTION SYSTEMS, FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 AND ALL OTHER CITY, COUNTY AND STATE REGULATIONS. 3. THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL SUBMIT THE SHOP DRAWINGS (WHICH SHALL INDICATE DESIGN CRITERIA USED TO ESTABLISH DESIGN DENSITIES I.E. OCCUPANCY USE, OCCUPANCY CLASSIFICATION, TYPE OF COMMODITY, COMMODITY CLASSIFICATION, STORAGE CONFIGURATION, MAXIMUM AVAILABLE HEIGHT FOR STORAGE, AND APPROPRIATE CODE REFERENCES), MANUFACTURER'S SPECIFICATIONS AND HYDRAULIC CALCULATIONS, IF REQUIRED, TO THE LOCAL AUTHORITY HAVING JURISDICTION FOR REVIEW, APPROVAL AND PERMITTING PRIOR TO INSTALLATION OR MODIFICATION OF THE AUTOMATIC SPRINKLER SYSTEM. ALL DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY THE FIRE PROTECTION SYSTEM CONTRACTOR'S REGISTERED FIRE PROTECTION ENGINEER. THE ARCHITECT SHALL RECEIVE TWO COPIES OF THE SHOP DRAWINGS, MANUFACTURER'S SPECIFICATIONS AND REQUIRED HYDRAULIC CALCULATIONS FOR THEIR RECORDS. 4. THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY INSTALLATIONS AND OBSTRUCTIONS OF ALL TRADES AND SHALL COORDINATE ALL FIRE PROTECTION WORK WITH OTHER TRADES, NEW AND EXISTING, AND ROUTE PIPING TO AVOID INTERFERENCES. 5. THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES, PERMITS AND INSPECTIONS REQUIRED TO PERFORM THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS AND SHOP DRAWINGS. 6. THE FIRE PROTECTION SYSTEM CONTRACTOR, PER NFPA 13, 2002 EDITION, SHALL PERFORM ALL REQUIRED ACCEPTANCE TESTS, COMPLETE THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES, AND FORWARD THE CERTIFICATES TO THE AUTHORITY HAVING JURISDICTION PRIOR TO ASKING FOR APPROVAL OF THE INSTALLATION. 7. THE FIRE PROTECTION SYSTEM CONTRACTOR, AFTER EXAMINATION OF ALL EXISTING CONDITIONS, PLANS AND SPECIFICATIONS, SHALL INCLUDE ALL COSTS NECESSARY FOR ALTERATION, MODIFICATIONS, AND/OR ADDITIONS TO THE FIRE SPRINKLER SYSTEM NECESSARY TO MAKE THE COMPLETE AND FINISHED INSTALLA1ON IN ALL ASPECTS. IT IS THE INTENT THAT ALL COSTS FOR THE WORK REQUIRED BE IN THE BID OF THIS TRADE. 8. ALL MATERIAL (SPRINKLER HEADS, PIPING, FITTINGS, ETC.) SHALL BE IN CONFORMANCE WITH NFPA 13, 2002 EDITION, AND ALL OTHER APPLICABLE CODES. 9. ALL SHUTDOWNS OF THE FIRE SPRINKLER SYSTEM TO PERFORM THE WORK UNDER THIS CONTRACT SHALL BE COORDINATED WITH THE BUILDING OWNER/ENGINEERING DEPARTMENT TO MINIMIZE OR AVOID INCONVENIENCE TO THE BUILDING TENANTS. 10. FIRE PROTECTION PIPING 2" OR SMALLER SHALL BE BLACK STEEL SCHEDULE 40 AND IN ACCORDANCE WITH ASTM A120 AND ASTM A795. PIPE 2 1 /2" AND LARGER PIPE SHALL BE BLACK STEEL LIGHTWALL SCHEDULE 10 AND IN ACCORDANCE WITH ASTM A135. PIPING AND FITTINGS SHALL ADHERE TO NFPA, 2002 EDITION. 11. THE SPRINKLER HEADS SHOWN ON THE DRAWING ARE FOR REFERENCE ONLY. MORE HEADS MAY BE NECESSARY FOR THE DESIGN TO COMPLY WITH ALL CODES AND STANDARDS. 12. THE METHODS OF HANGING PIPE, HEADERS AND BRANCHES SHALL BE APPROVED BY NFPA 13, 2002 EDITION. ALL PIPING SHALL BE FIRMLY ANCHORED AND SUPPORTED TO PREVENT SWAY AND VIBRATION THE ENTIRE LENGTH. PROVIDE DETAIL AND INDICATE TYPE OF HANGER TO BE INSTALLED FOR THE FIRE PROTECTION SYSTEM PIPING. 13. PROVIDE FIRE RATED SLEEVES AND UL LISTED FIRESTOPPING AT ALL PENETRATIONS OF SMOKE/FIRE WALLS, CEILINGS, ROOFS, ETC. FLASH AND COUNTER FLASH ROOF PENETRATIONS. 14. INDICATE CENTER TO CENTER DIMENSIONS, PIPE CUT LENGTHS AND NOMINAL PIPE DIAMETERS ON ALL PIPING. 15. REFER TO AND COORDINATE WITH THE ARCHITECTURAL REFLECTED CEILING PLANS FOR CEILING TYPES, HEIGHTS AND OTHER CEILING MOUNTED DEVICES. THE OWNER AND THE ARCHITECT RESERVE THE RIGHT TO MODIFY HEAD LOCATIONS TO CREATE AN AESTHETIC DESIGN. 16. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, IN MECHANICAL ROOMS, OR IN CHASES EXCEPT AS SPECIFICALLY NOTED. 17. COORDINATE LOCATION OF ANY NEW OR RELOCATED SIAMESE CONNECTIONS WITH ARCHITECT, SITE LAYOUT, AND FIRE DEPARTMENT. PROVIDE REMOTE SIAMESE CONNECTIONS AS REQUIRED FOR FIRE DEPARTMENT ACCESS FROM DRIVE. 18. LOCATION OF INSPECTORS TEST STATIONS, ISOLATION VALVES AND DRAIN DOWN VALVES SHALL BE COORDINATED AS TO MINIMIZE PLACEMENT OF THESE DEVICES INSIDE TENANT SPACES. PROVIDE DRAIN DOWN VALVES FOR ANY AND ALL TRAPPED SECTION OF PIPING PER NFPA 13 AND 2002 EDITION. ALL DISCHARGED SHALL BE ARRANGED TO MINIMIZE DAMAGE TO THE BUILDING. ALL DRAIN PIPING SHALL BE GALVANIZED. PROVIDE ACCESS PANELS TO ANY VALVES ABOVE NON -ACCESSIBLE CEILING AND IN CHASES. ALL DRAIN DOWN VALVES AND INSPECTOR'S TEST STATION VALVES SHALL BE CHAINED AND PADLOCKED. 19. ALL ISOLATION VALVES SHALL BE SUPERVISED. PROVIDE TAMPER SWITCHES ON ALL CONTROL VALVES. COORDINATE WITH FIRE ALARM CONTRACTOR. 20. SPRINKLER HEADS MOUNTED LESS THAN 7 FEET ABOVE FINISHED FLOOR SHALL BE PROTECTED WITH A WIRE CAGE TYPE GUARD. 21. SPRINKLER CONTRACTOR SHALL INSTALL AND ACTIVATE THE EN11RE SPRINKLER SYSTEM PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 22. ALL FIRE PROTECTION SYSTEMS SHALL BE TESTED AS REQUIRED PER NFPA 13, 2002 EDITION AND LOCAL AUTHORITY HAVING JURISDICTION BEFORE ANY SYSTEMS ARE CONCEALED. 23. CONTRACTOR SHALL CONDUCT HYDROSTATIC TESTS IN COMPLIANCE WITH NFPA 13, 2002 EDITION (TWO HOUR AT 200 PSI OR 100 PSI OVER NORMAL SYSTEM PRESSURE MINIMUM). PIPING SUBJECT TO FREEZING DURING TEST PERIOD SHALL BE TESTED WITH COMPRESSED AIR. 24. CERTIFICATES OF APPROVAL OF INSTALLATION SHALL BE OBTAINED FROM THE AUTHORITY HAVING JURISDICTION AND FORWARDED TO THE OWNER. 26. THE FINAL INSPECTION AND APPROVAL OF THE FIRE PROTECTION SYSTEM SHALL BE BY THE LOCAL FIRE MARSHALL. 27. AFTER TESTS ARE CONDUCTED AND ANY REPAIRS COMPLETED, COMPLETELY FLUSH THE PIPING SYSTEMS WITH WATER UNTIL DISCHARGE SHOWS NO DISCOLORATION. 28. ONLY NEW SPRINKLERS SHALL BE EMPLOYED IN THE INSTALLATION OF SPRINKLER SYSTEMS. AT LEAST TWELVE SPARE SPRINKLER HEADS OF EACH TYPE, TEMPERATURE RATING, AND ORIFICE SIZE USED IN THE SYSTEMS SHALL BE KEPT IN THE PREMISES. REPLACEMENT SPRINKLERS SHALL HAVE THE SAME OPERATING CHARACTERISTICS AS THE SPRINKLER HEADS BEING REPLACED. 29. ANY PORTION OF THE SPRINKLER SYSTEMS WHICH IS SUBJECT TO FREEZING SHALL BE PROTECTED AGAINST THIS EXPOSURE. 30. ALARMS SHALL BE OF SUFFICIENT INTENSITY TO BE CLEARLY AUDIBLE IN OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. 31• FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS. FIRE STOPPING SHALL BE OF U.L. LISTED ASSEMBLY. FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 61G15-32.003 - COMMON REQUIREMENTS TO ALL FIRE PROTEC11ON ENGINEERING DOCUMENTS (1) THE FIRE PROTECTION SYSTEM CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND ALL NECESSARY COMPONENTS, SYSTEMS, MATERIALS, ASSEMBLIES, EQUIPMENT AND SUPPORT SYSTEMS REQUIRED. SEE GENERAL NOTES AND NOTE (4) BELOW. (2) THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL BE TESTED IN ACCORDANCE WITH NFPA 13, 2002 EDITION. (3) SEE 61 G15-32.004 (2c) BELOW. (4) THE FIRE WITH NFPAPROTECTION 1133, 2002EDITIONMDESIGN LAYOUT DOCUMENTS PREPARED DESIGNED ACCORDANCE 2004/2006 FLORIDA FIREPREVENTION CODE, 2004/2006 FLORIDA BUILDING CODE CHAPTER NINE FIRE PROTECTION SYSTEMS AND ALL OTHER APPLICABLE CITY, COUNTY AND STATE REGULATIONS. (5) PROVIDE PIPING SUPPORT FROM STRUCTURAL AS REQUIRED PER NFPA 13 STANDARDS. (6) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. (7) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THESE REQUIREMENTS. (8) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD AND WILL ASSIST THE AUTHORITY HAVING JURISDICTION. 61 G15-32.004 - DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS (1) THE SYSTEM IS AN AUTOMATIC WET SPRINKLER SYSTEM - THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THESE REQUIREMENTS. (2a) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THE POINT OF SERVICE. (2b) SEE 61G15-32.003 (4) ABOVE. (2c) THE FIRE PROTECTION SYSTEM IN THIS PROJECT SHALL COVER THESE OCCUPANCIES: ALL KITCHEN SPACES, EMPLOYEE SERVICE SPACES, STORAGE ROOMS, MECHANICAL ROOMS AND ELECTRICAL ROOMS SHALL BE CLASSIFIED AS ORDINARY HAZARD GROUP I. ALL OTHER AREAS SHALL BE CLASSIFIED AS LIGHT HAZARD. (2d) THE FIRE PROTECTION SYSTEM CONTRACTOR'S SYSTEM LAYOUT DOCUMENTS SHALL INDICATE THE SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. HYDRAULIC CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13 , 2002 EDITION, AS REQUIRED. (2e) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THE WATER SUPPLY DATA. (2f) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY ALL FLOW TEST AND PRESSURE DATA. (2g) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY VALUING AND ALARM REQUIREMENTS. (2h) THE LOCAL UTILITY PURVEYOR AND FIRE MARSHALL CONTINUOUSLY MONITOR THE WATER SUPPLY FOR CONTAMINANTS WHICH MAY CAUSE MICROBIAL INDUCED CORROSION. THE ENGINEER SHALL BE NOTIFIED IF ANY CORRECTIVE MEASURE'S SHALL BE TAKEN. (2i) THE DOUBLE CHECK VALVE ASSEMBLY SHALL BE LOCATED ON SITE BY THE CIVIL ENGINEER. REFER TO CIVIL DRAWINGS FOR LOCATION. (2j) ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE LISTED IN ACCORDANCE WITH NFPA 13, 2002 EDITION. (3) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. (4) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. PROVIDE WITH DOUBLE CHECK VALVE ASSEMBLY - DETAIL i FIRE SPRINKLER HEAD SCHEDULE TYPE TEMP ORIFICE K-FACT QUICK RESPONSE RECESSED PENDENT SPRINKLER HEAD - TYCO MODEL 155' 1 /2" 5.6 "TY-FRB" QUICK RESPONSE RECESSED PENDENT SPRINKLER HEAD - TYCO MODEL 200' 1 /2" 5.6 200' "TY-FRB" 0 QUICK RESPONSE RECESSED DRY PENDENT SPRINKLER HEAD - TYCO 155' 1 5.6 DRY MODEL "DS-1" QUICK RESPONSE DRY SIDEWALL -4DRY SPRINKLER HEAD - TYCO MODEL 155' 1" 5.6 "DS-1" �- (2) 2-1/2" FIRE DEPARTMENT CONNECTIONS. CHECK TO SPRINKLER SYSTEM FLOW SWITCH TEST AND DRAIN VALVE. 2" DRAIN TO OUTSIDE J J FINISHED FLOOR SLAB THRUST BLOCK J PRESSURE GAUGE ',� ELECTRIC BELL EXTERIOR WALL 4" U.G. FIRE MAIN. REFER TO CIVIL SITE PLAN FOR CONTINUATION. D.I. UNDG UNDER BLDG FIRE RISER - DETAIL N TS PROVIDE WITH TAMPER SWITCH - POST INDICATOR VALVE - DETAIL L 0, Nr > "C L" Lr) O r I • 0� 011 %0 4- o o v c o `'- Oa c 'c c 0 a a) 0 00 0 N M O _0 U W o v �- 0 i � c o L m 10 Cu w r? Z ao L } � (g) JQ iu0,av (� z r` v ww ax�� Z0N� �pl�'t Wv i� �a~� © copyright N lq- LO M " M a O 0 . L _O v; o = m s O s �o a �O N revisions: 0 0 0 0 drawn: HD checked: HD date: 03-21-08 prof. no: P07-15B FS= 1 N TS N TS vi 4' U.G. FIRE MAIN. REFER TO CIVIL SITE PLAN FOR CONTINUATION. FIRE 0 RISER SHALL BE CONTROLLED BY THE DOUBLE CHECK VALVE ASSEMBLY. s a %0 CkIE( DIAL ASSEMBLY SHALL BE CONTROLLED BY THE FIRE PROTECTION DESIGN NOTES : FIRE PROTEC11pN GENERAL NOTES CU ° LO ^ ^ o POST INDICATOR VALVE PIV). REFER TO CIVIL SITE PLAN FOR PIV AND > LOI L6 o DOUBLE CHECK VALVE ASSEMBLY LOCATIONS. CONTRACTOR SHALL 1. ALL WORK SHALL BE DONE IN ACCORDANCE W/ NFPA 1 , 4 1. ALL KITCHEN AREAS, EMPLOYEE SERVICE ARES, STORAGE ROOMS, MECHANICAL ROOMS, AND PROVIDE TAMP S ON PIV AND DOUBLE CHECK VALVE ASSEMBLY. LOCAL AUTHORITIES. ELECTRICAL ROOMS SHALL BE CLASSIFIED AS ORDINARY HAZARD GROUP I OCCUAPANCY ,�� ^ C WITH A DENSITY OF .15 SO. FT. OVER THE MOST DEMANDING 1500 SQ. FT. FOR A DURATION o 0 2. ALL HANGERS do MATERIALS TO BE IN ACCORDANCE W/ NFPA 13 2002 EDITION. 60-90 MIN. MAX HEAD SPACING FOR ALL ORDINARY HAZARD GROUP I AREAS SHALL 0 c x _ _ - -_ _ _ _ _ _ _ _ _ _ I I__ _ - - - _ - - - .- - - - - - - - - - - - - - - _.- - - .--- - - -- - - _ - - - - - _--. - -- -- - - - - - -..-- - -- _-_ _-- -- - - - - - - _ _ � NOT EXCEED 130 SQ. FT. PROVIDE WITH A HOSE STREAM ALLOWANCE OF 250 GPM. o 13. ALL 30, 4' AND 6' MAINS SHALL BE SCH. 10 BLACK IRON PIPE ALL BRANCH 2 ALL OTHER AREAS SHALL BE CLASSIFIED AS LIGHT HAZARD OCCUAPANCY WITH A DENSITY a I �� LINES SHALL BE SCH. 40 BLACK IRON PIPE ALL DROPS SHALL BE 1 SCH. 40 OF .10 SQ. FT. OVER THE MOST DEMANDING 1500 SQ. F.T. FOR A DURATION OF 30 MIN. O 0) 4J FIRE RISER WITH FLOW BRAIN TO OUTSIIDE. — O BLACK IRON PIPE, PRIMED AND PAINTED. WITCH. REFER TO DETAIL P VIDE WITH SPLASH O t I MAX HEAD SPACING FOR ALL LIGHT HAZARD AREAS SHALL NOT EXCEED 255 SO. FT. PROVIDE NTH A HOSE STREAM ALLOWANCE OF 100 GPM. c iB 14. HANGER SPACING SHALL COMPLY WITH NFPA 13 2002 EDITION TABLE 9.2.2.1. a SHEET FS-1. r- r14 j15. FIRE PROTECTION CONTRACTOR SHALL THOROUGHLY COORDINATE ALL HEADS, INSPECTORS TEST - o - - • • ( HANGERS, PIPING AND ANY ASSOCIATED MATERIAL LOCATIONS WITH MECHANICAL, TERMINATE 12' A.F.F. °' 00 360' 360' COOLER N � _� O I PLUMBING, AND ELECTRICAL CONTRACTORS. IT IS THE RESPONSIBILITY OF THE FIRE WITH A 45M.BOW M • • DRY �" tB �` D Y t1� D�Y� I PROTECTION CONTRACTOR TO COORDINATE WITH ALL OTHER TRADES TO A DOWN. PROVIDE WITH O > -0 __ cA z O CONFLICTS. SPLASH BLOCK. I W [ 2 N O I -- _ O O L - - - - _ _ _ - _ _ _ _ _ _ _ __ _ ._ _ _ _ _ _ _ _. _ _ TM -AND. —DRAIN.—VALVE. _ — _ U _ _ _ _ _ __ _. -_- -- _ __ _ _ _ - PROVIDE WI1H TAMPER 1 +- � -0 - - SWITCH. 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CONTRACTOR IS RESPONSIBLE FOR AND SHALL VERIFY AND COORDINATE ALL DIMENSIONS AND DETAILS BEFORE PROCEEDING WITH WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEERS. 2. DETAILS SHOWN IN ANY SECTION APPLY TO ALL SIMILAR SECTIONS AND CONDITIONS UNLESS NOTED OTHERWISE. 3. CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT ALL WORK IN PROGRESS UNTIL THE BUILDING IS COMPLETED. 4. ALL STRUCTURAL ITEMS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH APPROPRIATE PROVISIONS OF EACH OF THE FOLLOWING: A. THE FLORIDA BUILDING CODE, 2004 EDITION WITH 2O05 AND 2006 REVISIONS. B. ACI STANDARD 318-02 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. C. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES ACI 530-05/ASCE 5-02). D. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" NINTH EDITION. A. AMERICAN FOREST AND PAPER ASSOCIATION, NATIONAL DESIGN SPECIFICATION 2001 EDITION. 5. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE SPECIFICATIONS AND THE ARCHITECTURAL AND MECHANICAL DRAWINGS. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TO PERFORMING WORK. IN CASE OF CONFLICT THE MOST STRINGENT CONDITION SHALL APPLY. 6. ALL DIMENSIONS MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND WITH EQUIPMENT MANUFACTURER (I.E. WINDOW, DOOR, AIR HANDLER, ETC.). CONTRACTOR MUST OBTAIN AN ARCHITECTURAL DIRECTIVE IN CASE OF ANY CONFLICT. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN IN STRUCTURAL DRAWINGS. CONCRETE AND REINFORCING: 1. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI-318". 2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTHS AS INDICATED BELOW: CONCRETE MAX WATER �E STRENGTH CEMENT RATIO AGGREGATE LOCATION USED 5000 PSI 0.42 STONE CONCRETE U.N.O. 4000 PSI 0.45 STONE FOUNDATIONS 3000 PSI 0.52 STONE SLAB ON GRADE 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE, NEW BILLET STEEL, DEFORMED BARS, CONFORMING TO ASTM A-615, GRADE 60. ALL BARS SHALL BE SECURELY SUPPORTED AND WIRED IN PLACE. PRIOR TO POURING CONCRETE. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. 4. ALL WELDED WIRE FABRIC (W.W.F.) IN FLAT SHEETS ONLY AND SHALL CONFORM TO ASTM A-185. 5. UNLESS NOTED, ALL BARS MARKED CONTINUOUS SHALL BE SPLICED AT ALL LAP POINTS AND CORNERS AND DEVELOPED AT NON -CONTINUOUS ENDS AS PER TYPICAL DETAILS. SPLICE CONTINUOUS TOPS BARS AT CENTER BETWEEN SUPPORTS AND SPLICE CONTINUOUS BOTTOM BARS AT SUPPORTS. 6. CONCRETE COVER FOR REINFORCING BARS SHOWN IN TYPICAL DETAILS. 7. UNLESS NOTED, TEMPERATURE REINFORCING (ASTM A-615-60) TO BE 0.0018 X CONCRETE AREA. 8. PROVIDE #4 ® 12" O.C., WITH STANDARD HOOK, TOP BARS IN ALL SLABS AT DISCONTINUOUS ENDS UNLESS OTHERWISE NOTED ON PLANS. LENGTH OF BARS 1 /4 OF SPAN, MINIMUM 3'-0 UNLESS OTHERWISE NOTED PROVIDE #4 m 12" O.0 IN ALL CANTILEVERS. BAR LENGTH SHALL BE CANTILEVER SPAN PLUS 10'-0" PLUS STANDARD HOOK AT CANTILEVER ENDS. 9. WHERE PIPE SLEEVES (UP TO 2" IN DIAMETER) PASS THROUGH CONCRETE BEAMS, PROVIDE ADDITIONAL STIRRUP EACH SIDE OF SLEEVE, SLEEVES FOR PIPES 2" IN DIAMETER OR LARGER MUST BE STEEL OR CAST IRON, AND THE LOCATION MUST BE APPROVED BY THE STRUCTURAL ENGINEER. 10. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED JUST BEFORE PLACING NEW CONCRETE IN ACCORDANCE WITH THE BUILDING CODE. 11. FOR CHAMFER OF EXPOSED CORNERS OF BEAMS AND/OR COLUMNS, SEE ARCHITECTURAL DRAWINGS. 12. CONTRACTOR SHALL COORDINATE PLACEMENT OF, OR BOX OUT FOR, ALL PIPE SLEEVES, OPENINGS, ETC, REQUIRED FOR VARIOUS TRADES. 13. CONTRACTOR SHALL COORDINATE AND NOTIFY OTHER TRADES IN SUFFICIENT TIME TO ALLOW THEM TO SET ANCHORS, INSERTS, BOLTS, HANGERS, ETC., AS REQUIRED FOR THEIR USE. 14. SEE ARCHITECTURAL DRAWINGS FOR DETAILS OF FLASHING REGULATES, FASCIA DETAILS, ETC. 15. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE PUMPED THROUGH ALUMINUM PIPES. CONCRETE SHALL NOT BE PLACED IN CONTACT WITH ALUMINUM, ALUMINUM MIXING DRUMS, TRUCK MIXERS, BUGGIES, CHUTES, CONVEYORS, TREMIE PIPES, AND OTHER EQUIPMENT MADE OF ALUMINUM SHALL NOT BE USED ON THIS PROJECT. 16. SLUMPS OF OVER 4 INCHES WILL NOT BE PERMITTED UNLESS THE HRWR ADMIXTURE (SUPER PLASTICIZER) IS USED. MAXIMUM SLUMP IS THEN 8 INCHES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 17. NO ADMIXTURE SHALL BE USED IN CONCRETE EXCEPT WITH THE PERMISSION OF THE ENGINEERS AND AFTER LABORATORY DESIGN MIX APPROVAL. ALL ADMIXTURES SHALL CONTAIN NO MORE CHLORIDE IONS THAN ARE PRESENT IN MUNICIPAL DRINKING WATER. 18. WATER REDUCING ADMIXTURE SHALL CONFORM TO THE ASTM C-494, TYPE A, AND SHALL BE USED IN ALL CONCRETE. 19. AIR ENTRAINING ADMIXTURE SHALL CONFORM TO ASTM C260. AIR CONTENT OF CONCRETE SHALL BE USED AS FOLLOWS: A. FOR CONCRETE EXPOSED TO SOIL AND/OR WEATHER, 57. B. FOR INTERIOR WALLS, COLUMNS, AND SLABS, 3%. 20. FLY ASH - ASTMC618, TYPE C OR TYPE F SHOULD BE USED BUT NOT TO EXCEED 20X 21. ALL EXPOSED CONCRETE SLABS SHALL RECEIVE A CURING COMPOUND. THE CURING COMPOUND SHALL CONFORM TO ASTM C309 AND SHALL HAVE 30% SOLIDS MINIMUM. WATER/BLANKET CURING AS PER ACI RECOMMENDATION MAY BE USED AS ALTERNATE. GENERAL STRUCTURAL NOTES FOUNDATION NOTES: 1. FOUNDATIONS FOR THIS PROJECT HAS BEEN DESIGNED ASSUMING THE SOIL IS SUITABLE TO SUPPORT 2000 PSF SPREAD FOOTINGS. CONTRACTOR MUST VERIFY SOIL CONDITIONS AND BEARING CAPACITY AND SHOULD CONTRACT A GEOTECHNICAL ENGINEER TO VERIFY THE ASSUMED BEARING PRESSURE. ANY DISCREPANCY MUST BE INFORMED TO ENGINEER OF RECORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO OBTAIN A REVISED FOUNDATION PLAN. 2. FILL AND SUBGRADE PREPARATION SHALL BE AS NEEDED TO OBTAIN THE SAFE BEARING PRESSURE INDICATED ON NOTE 1. ALL ORGANICS AND UNSUITABLE SOIL SHOULD BE REMOVED AND A MINIMUM OF 98% MUST BE OBTAIN UNLESS GEOTECHNICAL ENGINEER RECOMMENDATIONS ALLOW A LOWER PERCENT OF COMPACTION. 3. ALL COLUMN FOOTINGS SHALL BE CENTERED UNDER COLUMN CENTERLINES UNLESS OTHERWISE NOTED. 4. BACKFILLING AGAINST FOUNDATION WALLS SHALL BE DONE CAREFULLY WITH SMALL COMPACTION EQUIPMENT, AFTER SLABS ON GROUND ARE IN PLACE AND CONCRETE HAS SET. NO TRUCKS, BULLDOZERS, ETC. SHALL BE ALLOWED CLOSER THAN 6'-0" TO ANY FOUNDATION WALL. ANY WALL 3'-0" OR HIGHER MUST BE BRACED DURING THE CONSTRUCTION PROCESS. 5. NO FOUNDATIONS SHALL BE PLACED ABOVE 1 VERTICAL ON 2 HORIZONTAL SLOPES EXTENDED FROM THE CLOSEST EDGE OF ANY UNDISTURBED SOIL OR OTHER FOUNDATION STRUCTURE. BOTTOM OF FOOTINGS SHALL NOT BE LESS THAN 1'-O" BELOW EXISTING GRADE (U.N.O.). 6. FOR FOUNDATIONS SIZE AND REINFORCING SEE SCHEDULE. 7. ELEVATOR PIT DIMENSIONS = VERIFY WITH ELEVATOR MANUFACTURERS APPROVED SHOP DRAWINGS. 8. WATER PROOFING MATERIALS SHALL BE PROVIDED ON ALL SIDES AND BOTTOM OF ELEVATOR CORE AND ESCALATOR PIT. 9. CONTRACTOR SHALL TREAT SOIL BENEATH BUILDING FOR TERMITES. MASONRY: 1. DESIGN AND CONSTRUCTION SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/02 ASCE 5-02). AND SPECIFICATIONS FOR MASONRY STRUCTURES ACI 530.1-02 / ASCE 6-02. 2. MINIMUM NET COMPRESSIVE STRENGTH OF BLOCK ASSEMBLY SHALL BE 1500 P.S.I. (f m) MORTAR FOR MASONRY SHALL BE TYPE "S" OR "M". 3. FOR ALL EXTERIOR AND INTERIOR BEARING, BED JOINTS ARE TO COVER 100% OF THE MASONRY SURFACES AND ALL HEAD JOINTS ARE TO COVER 100% OF THE PROJECTED AREA OF THE FACE SHELLS. 4. FILL ALL CELLS AS REQUIRED WITH 3000 P.S.I. GROUT. SLUMP SHALL BE 8 TO 11 INCHES. SUBMIT DESIGN MIX FOR APPROVAL. 5. MINIMUM HORIZONTAL REINFORCING SHALL BE 9 GAGE HOT DIP GALVANIZED TRUSS OR LADDER TYPE JOINT REINFORCING AT 16" O.C., PROVIDE MANUFACTURE "T" AND "L" SHAPES FOR INTERSECTIONS AND CORNERS, (MINIMUM LAP 8"). 6. MINIMUM VERTICAL REINFORCING SHALL BE 1-#5 ® 48" OR 1-#4 32" O.C., (U.N.O.). 7. PROVIDE ADDITIONAL VERTICAL REINFORCING BAR AT EVERY CORNER, INTERSECTION, CONTROL JOINT, AND OPENING EDGES (U.N.O.). 8. MINIMUM SPLICE FOR VERTICAL REINFORCING IS SHOWN IN DETAIL 4-023, SPLICE FOR HORIZONTAL TRUSS TYPE REINFORCING = 12". 9. WALLS ARE DESIGNED TO BE BRACED BY FLOOR OR ROOF MEMBERS, CONTRACTOR SHALL PROVIDE TEMPORARY BRACING DURING CONSTRUCTION. 10. ALL CELLS BELOW FIRST FLOOR FINISHED ELEVATION MUST BE FULLY GROUT FILLED. 11. ALL KNOCK OUT BLOCK HORIZONTAL BARS SHALL HAVE CORNER BARS AT ALL CORNERS AND WALL INTERSECTIONS. SIZE AND NUMBER OF CORNER BARS SHALL BE SAME AS HORIZONTAL BARS. 12. ALL INTERSECTING WALLS AND CORNER WALLS SHALL BE LAID IN AN OVERLAPPING MASONRY BONDING PATTERN, WITH ALTERNATE UNITS HAVING A BEARING OF NOT LESS THAN 3 INCHES ON UNIT BELOW. STRUCTURAL STEEL, 1. ALL STRUCTURAL STEEL WORK SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. 2. STRUCTURAL STEEL SHALL CONFORM TO: WIDE FLANGE (WF) ASTM A992 (50 KSI) SHAPES (L,T,C,PL) ASTM A36 STRUCTURAL TUBE (HSS) ASTM A500 (46 KSI) STEEL PIPE (HSS) ASTM A500 (42 KSI) ANCHOR BOLTS ASTM A36 U.N.O. IN PLANS, OR SECTIONS. FRAMING BOLTS ASTM A325 OR A490 SHEAR STUDS ASTM A108 WELDING ELECTRODES E70XX 3. ALL HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM SPECIFICATION A325 AND SHALL BE PROVIDED WITH HARDENED WASHERS UNDER THE TURNED ELEMENT (NUT OR BOLT HEAD). 4. INSTALLATION AND TIGHTENING OF ALL HIGH STRENGTH BOLTS SHALL CONFORM TO THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 5. SHOP CONNECTIONS MAY BE WELDED OR HIGH STRENGTH BOLTED. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. ALL CONNECTIONS SHALL CONFORM TO THE TYPICAL CONNECTION DETAILS SHOWN ON THE PLANS UNLESS SPECIFICALLY APPROVED BY THE ENGINEER. 6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH STRENGTH BOLTS, SLIP -CRITICAL (FRICTION) TYPE. 7. ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY CODE, ANS01.1, ALL WELDING SHALL BE PERFORMED USING E70XX U.N.O. 8. CUTS, HOLES, COPINGS, ETC. REQUIRED IN STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES SHALL BE SHOWN IN THE STRUCTURAL STEEL SHOP DRAWINGS AND SHALL BE MADE IN THE SHOP. HOLES SHALL BE REINFORCED AS REQUIRED BY THE ENGINEER. 9. BURNING OF HOLES, CUTS, ETC. IN STRUCTURAL STEEL MEMBERS IN THE FIELD WILL NOT BE PERMITTED, EXCEPT WITH THE SPECIFIC APPROVAL OF THE ENGINEER. 10. ALL STEEL MEMBERS EXPOSED TO WEATHER (SUCH AS LINTELS, DOOR JAMBS, ETC.) SHALL BE GALVANIZED. 11. FOR MISCELLANEOUS STEEL, SEE ARCHITECTURAL DRAWINGS. 12. ANY STEEL MEMBERS REQUIRED BY THE ELECTRICAL OR MECHANICAL TRADES FOR THE SUPPORT OF THEIR EQUIPMENT, WHICH ARE NOT SHOWN ON ARCHITECTURAL OR STRUCTURAL DRAWINGS, SHALL BE PROVIDED BY THE TRADE REQUIRING SUCH SUPPORT. 13. SEE SPECIFICATIONS FOR PAINTING OF STRUCTURAL STEEL. ALL FABRICATION AND ERECTION MARKS SHALL BE COVERED DURING FIELD TOUCH-UP PAINTING. 14. ALL CONNECTIONS TO BE DOUBLE ANGLE FRAMED BEAM CONNECTION PER AISC UNLESS NOTED OTHERWISE. ALL BOLTS TO BE 3/4" MINIMUM DIAMETER UNLESS NOTED OTHERWISE. SHOP CONNECTIONS MAY BE WELDED OR BOLTED. WELDS ARE TO BE EQUAL IN STRENGTH TO BOLTS. 15. DESIGN CONNECTIONS FOR THE MAXIMUM SHEAR (V IN KIPS) LISTED IN THE TABLES FOR "ALLOWABLE UNIFORM LOADS IN KIPS FOR BEAMS LATERALLY SUPPORTED" AT THE BOTTOM OF EACH PAGE IN THE "PROPERTIES AND REACTION VALUES", PART 2 OF THE LATEST EDITION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". 16. WHEN STEEL MEMBERS ARE WELDED TO EMBED PLATES IN CONCRETE, WELDING PROCESS SHOULD BE PERFORMED IN SUCH WAY THAT EMBED PLATE DOES NOT OVERHEAT AND EXPAND. SUCH EXPANSION WILL CRACK THE CONCRETE SURROUNDING THE EMBED PLATE AND MAY WEAKEN THE STRUCTURAL CAPACITY OF THE CONNECTION. WE RECOMMEND TO PROVIDE SEVERAL SINGLE PASSES TO BUILT UP THE WELD SIZE REQUIRE WITH COOLING OFF PERIODS TO AVOID THE EMBED PLATE EXPANSION. UNDER NO CIRCUMSTANCES PROVIDE MORE THAN 6" OF 1 /4" WELD WITHOUT ALLOWING A COOLING OFF PERIOD. STEEL JOIST, 1. STEEL JOIST CONSTRUCTION SHALL CONFORM TO THE LATEST SPECIFICATIONS OF, AND THE JOISTS SHALL BE APPROVED BY, THE STEEL JOIST INSTITUTE. 2. UNLESS OTHERWISE NOTED, BEAR SHORT SPAN JOISTS MINIMUM OF 2-1/2" ON STEEL BEAMS AND BEAR LONG SPAN JOIST MINIMUM OF 4" ON STEEL SUPPORTS. IN CASES WHERE JOISTS BEAR ON BEAMS FROM ONE SIDE ONLY, JOIST SEATS SHALL EXTEND A MINIMUM OF 1" PAST THE CENTERLINE OF SUPPORTING BEAM. 3. ALL JOISTS BEARING ON BEAMS SHALL BE WELDED OR BOLTED TO THOSE BEAMS. 4. PROVIDE BRIDGING FOR ALL JOISTS AS SHOWN ON PLAN BUT NOT LESS THAN WHAT IS REQUIRED BY THE STEEL JOIST INSTITUTE OR THE STEEL JOIST DESIGNER. BRIDGING SHALL CONSIST OF MINIMUM 1-1/4" X 1-1/4" X 1/8" ANGLES, (U.N.O.). 5. ALL BRIDGING SHALL BE PROVIDED AND INSTALLED BY JOIST SUPPLIER. 6. ALL CLIPS AND CONNECTIONS SHALL BE SHOP WELDED. 7. NO FIELD WELDING TO BAR JOISTS EXCEPT ITEMS SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS SHALL BE ALLOWED WITHOUT SPECIFIC PERMISSION FROM THE ENGINEER. 8. NO JOIST SHALL BE FIELD SPLICED. 9. MAXIMUM DEFLECTION OF STEEL JOISTS = L/240. 10. FOR PAINTING OF STEEL JOIST, SEE SPECIFICATIONS. 11. JOIST MANUFACTURER SHALL SUBMIT WITH THE SHOP DRAWINGS HIS CATALOG USED FOR THE MANUFACTURE OF JOISTS, INDICATING THE LOAD TABLES AND SIZES OF ALL MEMBERS USED. 12. NO LOADS EXCEEDING 40 POUNDS MAY BE HUNG FROM JOISTS WITHOUT SPECIFIC PERMISSION FROM THE STRUCTURAL ENGINEER. LOADS LESS THAN 40 POUNDS MAY BE HUNG AT PANEL POINTS ONLY. ANY COST INVOLVED IN REINFORCING OF JOISTS SHALL BE BORNE BY THE PRIME CONTRACTOR REQUIRING ADDED LOADS. 13. ALL SHORT SPAN JOISTS, AND DEEP LONG SPAN JOISTS SHALL HAVE UNIFORM CROSS SECTION, WITH STANDARD DEAD LOAD CAMBER. ROOF PITCH IS ACCOMPLISHED BY SLOPED JOISTS AND SUPPORT BEAMS. ADJUST JOIST SEATS AS SHOWN ON DRAWINGS. 14. FOR SPECIFIC JOIST ENDS, SEE ROOF SECTIONS. 15. RIGID CONNECTIONS OF BOTTOM CHORDS OF JOISTS TO COLUMNS SHALL BE MADE ONLY AFTER THE APPLICATION OF ALL THE DEAD LOADS. PROVIDE LOOSE BOLTED CONNECTION OF THESE BOTTOM CHORDS DURING ERECTION. STEEL ROOF DECK: 1. STEEL ROOF DECK SHALL BE A MINIMUM OF 1-1/2" - 20 GAGE WIDE RIB FOR SPANS UP TO 6'-0" OR 3" TYPE N - 20 GAGE FOR SPANS UP TO 12'-0" . THE SIZE, TYPE AND GAGE INDICATED ABOVE SHOULD BE USED UNLESS A DIFFERENT ONE IS INDICATED IN THE ROOF FRAMING NOTES OF THE ROOF PLAN DRAWING. 2. ALL STEEL ROOF DECK SHALL BE HOT -DIPPED GALVANIZED G90 AS PER ASTM SPECIFICATIONS. 3. ALL STEEL ROOF DECK SHALL BE CAPABLE OF SUPPORTING ALL CONSTRUCTION LOADS. 4. ALL STEEL ROOF DECK SHALL BE CONTINUOUS OVER FOUR OR MORE STRUCTURAL SUPPORTS (I.E. DECK SHOULD BE DETAILED FOR A THREE SPAN CONDITION.) 5. STEEL ROOF DECK SHALL HAVE NESTING SIDE LAPS (ATTACHED BY MECHANICAL MEANS) AT THE CENTER OF EACH SPAN 30" O.C.., WHICHEVER IS LEAST DIMENSION. 6. IF DECK IS CUT IN SINGLE SPAN CONDITION, EACH END OF SUCH SECTIONS SHALL BE WELDED TO ITS SUPPORT THROUGH WELDING WASHERS IN THE BOTTOM OF EACH RIB. 7. IN AREAS WHERE THE DECK IS CUT AS PER NOTE 5, THE GAGE OF THE SINGLE SPAN DECK SHALL BE ADJUSTED UPWARDS AS REQUIRED BY THE ENGINEER TO SUPPORT THE LOADS. 8. ANY ELECTRICAL WORK WEIGHING MORE THAN 5 PSF SHALL BE HUNG FROM STEEL BEAMS ONLY. FOR HANGERS, SEE SPECIFICATIONS. ALL MECHANICAL WORK AND PIPING SHALL BE HUNG FROM STEEL BEAMS. SEE STRUCTURAL STEEL NOTE 12 (OF STRUCTURAL STEEL NOTES) FOR ADDITIONAL STEEL REQUIRED BY MECHANICAL/ELECTRICAL TRADES TO SUPPORT THEIR EQUIPMENT. 9. METAL DECK CONTRACTOR TO PROVIDE 18 GAGE RIDGE PLATE, VALLEY PLATE, EDGE STRIP, ETC., AS REQUIRED. 10. STEEL ROOF DECK SHALL BE WELDED AT ENDS AND ALL INTERMEDIATE SUPPORTING MEMBERS WITH 5/8" DIAMETER PUDDLE WELDS OR ELONGATED WELDS OF EQUAL STRENGTH SPACED PER SPECIFICATIONS IN THE BOTTOM OF THE RIB ACROSS THE WIDTH OF THE DECK UNIT. 11. CUT OUT METAL DECK WHERE BOLT PROJECTIONS INTERFERE WITH METAL DECK. 12. DIRECTION OF METAL DECK SHOWN THUS ON PLAN. SHOP DRAWINGS: 1. NO STRUCTURAL DRAWINGS SHALL BE REPRODUCED FOR USE AS SHOP DRAWINGS. 2. ALL DIMENSIONAL COORDINATION SHALL BE DONE BY THE CONTRACTOR AND/OR HIS DETAILER. 3. DETAILER SHALL CHECK ALL ARCHITECTURAL AND MECHANICAL DRAWINGS FOR ALL ATTACHMENTS, CLIPS, OPENINGS, OR DUCT WORK AFFECTING STRUCTURAL MEMBERS. ALL ITEMS SHALL BE SHOWN ON SHOP DRAWINGS. 4. ALL SHOP DRAWINGS SHALL BE SUBMITTED ON TRANSPARENCIES FOR DIRECT REPRODUCTION WITH THREE PRINTS ONLY. DISTRIBUTION AS PER ARCHITECT INSTRUCTIONS. 5. PROVIDE SUFFICIENT SPACE ON SHOP DRAWINGS NEAR TITLE BOX (ABOUT 40 SQUARE INCHES) FOR STAMPS AND ENGINEERS COMMENTS. 6. THE SHOP DRAWINGS SHALL BEAR INITIALS OF DETAILER'S CHECKER AND CONTRACTOR PRIOR TO SUBMISSION. 7. COMPLETED ERECTION PLANS SHALL BE SUBMITTED PRIOR TO OR IN CONJUNCTION WITH DETAIL DRAWINGS. BUT IN NO CASE SHALL DETAIL DRAWINGS BE SUBMITTED PRIOR TO ERECTION PLANS. 8. DETAILER SHALL SUBMIT AN INDEX OF THE DETAIL DRAWINGS WITH EACH SHOP DRAWING SUBMITTAL. 9. SHOP DRAWINGS NOT COMPLYING WITH ALL THE ABOVE ITEMS SHALL BE RETURNED FOR CORRECTIONS WITHOUT PROCESSING. 10. RESUBMITTED SHOP DRAWINGS SHALL HAVE THE FOLLOWING CHANGES INCORPORATED: FIRST RESUBMISSION TO HAVE LETTER "A" ADDED TO DRAWING A. NUMBER AND ANY CHANGES MARKED ON THE DRAWING MARKED 1 AT EACH ITEM CHANGED. ALL ITEMS TO BE NOTED IN REVISION BOX. B. SUBSEQUENT RESUBMISSION SHALL BEAR CHANGES "B" AND 2 AND 3 ETC. AS IN 11 A. 11. CONTRACTOR SHALL HAVE SHOP DRAWINGS WHICH HAVE BEEN SATISFACTORILY REVIEWED BY THE ARCHITECT AND/OR ENGINEER AND CONFIRMED BY THE CONTRACTOR BEFORE PROCEEDING WITH ANY WORK. 12. DETAILER SHALL USE THE SAME COLUMN NUMBERS IN HIS DETAILS AS THOSE SHOWN ON CONTRACT DRAWINGS. 13. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOULD BE SUBMITTED TO MCE WITH A MINIMUM TIME TO BE REVIEWED OF 10 WORKING DAYS, IN CASE OF A LARGE SUBMITTAL OR MORE THAN ONE SUBMITTAL FOR THE SAME PROJECT. AN ADDITIONAL WORKING DAY IS REQUIRED FOR EVERY 5 DRAWINGS/SHEETS OVER 30 UGHTGAGE METAL FRAMING: 1. ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH AMERICAN IRON AND STEEL INSTITUTE, "SPECIFICATION FOR THE DESIGN OF COLD FORMED STRUCTURAL MEMBERS", 1996 EDITION. PROVIDE SIGN AND SEALED CALCULATIONS AND DRAWINGS FOR ALL LIGHT GAGE STRUCTURAL ELEMENTS OF THE BUILDING, INCLUDING THE EXTERIOR METAL STUDS (CURTAIN WALL), AND ALL EXTERIOR CEILINGS. 2. ALL STRUCTURAL STUDS AND JOISTS 22, 20, AND 18 GAUGES SHALL BE FORMED FROM GALVANIZED STEEL PER ASTM A653, G60 COATING MEETING THE REQUIREMENTS OF ASTM C955 WITH A YIELD STRENGTH OF 33,000 PSI. 3. ALL STRUCTURAL STUDS AND JOISTS 16, 14, AND 12 GAUGES SHALL BE FORMED FROM GALVANIZED STEEL PER ASTM A653, G60 COATING MEETING ASTM C955, WITH YIELD STRENGTH OF 50,000 PSI. 4. ALL STRUCTURAL TRACK AND BRIDGING SHALL BE FORMED FROM GALVANIZED STEEL PER ASTM A653, G60 COATING MEETING THE REQUIREMENTS OF ASTM C595, WITH YIELD STRENGTH OF 33,000 PSI. 5. WITH EACH TYPE OF METAL FRAMING REQUIRED, PROVIDE MANUFACTURER'S STANDARD STEEL RUNNERS (TRACKS), BLOCKING, LINTELS, CLIP ANGELS, SHOES, REINFORCEMENTS, FASTENERS, AND ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR APPLICATIONS INDICATED, AS NEEDED TO PROVIDE A COMPLETE METAL FRAMING SYSTEM. 6. PROVIDE GALVANIZED FINISH TO METAL FRAMING COMPONENTS COMPLYING WITH ASTM A653 FOR MINIMUM G 60 COATING. ATTACH SIMILAR COMPONENTS BY WELDING. ATTACH DISSIMILAR COMPONENTS BY WELDING, BOLTING OR SCREW FASTENERS, AS STANDARD WITH MANUFACTURER. ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED AND EXPERIENCED IN LIGHT GAGE STRUCTURAL STEEL FRAMING WORK. 7. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S PRINTED OR WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. 8. INSTALL CONTINUOUS TRACKS SIZED TO MATCH STUDS. 9. SET STUDS PLUMB, EXCEPT AS NEEDED FOR DIAGONAL BRACING OR REQUIRED FOR NON -PLUMB WALLS OR WARPED SURFACED AND SIMILAR REQUIREMENTS. 10. WHERE STUD SYSTEM ABUTS STRUCTURAL COLUMN OR WALLS, INCLUDING MASONRY WALL, ANCHOR ENDS OF STIFFENERS TO SUPPORTING STRUCTURE. 11. SECURE STUDS TO TOP AND BOTTOM RUNNER TRACKS BY EITHER WELDING OR SCREW FASTENERS AT BOTH INSIDE AND OUTSIDE FLANGES. WOOD FRAMING NOTES: 1. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. DIMENSIONED LUMBER SHALL BE DRESSED S4S, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WRAP. 3. ALL FRAMING LUMBER SHALL BE SOUTHERN YELLOW PINE #2 OR BETTER. 4. INTERIOR NON -LOAD BEARING WALLS SHALL BE UTILITY GRADE OR BETTER. 5. MINIMUM OF 3-PLY STUD COLUMNS TO BE INSTALLED AT BEAM OR GIRDER TRUSS BEARING LOCATIONS UNLESS NOTED OTHERWISE. 6. INSTALL BLOCKING IN ALL WALL STUDS OVER 8'-0" AT MID -HEIGHT, AND SHEATHING JOINT. BRACE GABLE END AT 4'-0" O.C. AS SHOWN IN THE DRAWINGS. 7. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR OF NATURAL DURABLE WOOD. 8. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN APPROVED TREATMENT IN ACCORDANCE WITH F.S. 11-W-571 AND BARE THE AMERICAN WOOD PRESERVES INSTITUTE EQUALITY MARK LP-2. 9. SHEATHING SHALL BE APA EXTERIOR GRADE RATED, AND INSTALLED WITH PLY -CLIPS AT 24" O.C. SEE NAILING SCHEDULE FOR SHEATHING CONNECTION. 10. FLOOR SHEATHING SHALL BE A MINIMUM OF 5/8" TONGUE AND GROOVE TYPE SUPPORTED AT 24" O.C. MAX, UNLESS NOTED OTHERWISE IN PLAN. 11. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 12. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG TIE OR APPROVED EQUAL. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO ENGINEER FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS REQUIRED BY THE MANUFACTURER TO ACHIEVE LOAD CAPACITY. 13. BRACING: TEMPORARY BRACING OF THE ROOF SYSTEM SHALL BE INSTALLED PER HIB-91 RECOMMENDATIONS AND SHALL BE UTILIZED AS THE PERMANENT BRACING FOR THE ROOF SYSTEM, UNLESS NOTED OTHERWISE. 14. ALL WOOD FRAMING SHALL BE IN COMPLIANCE WITH THE LATEST NDS EDITION FOR WOOD CONSTRUCTION. PRE-ENGINEERED WOOD PRODUCTS: 1. ALL PRE-ENGINEERED WOOD PRODUCTS SHALL BE VERIFIED BY TRUSS MANUFACTURER. TRUSS MANUFACTURER SHALL HAVE THE AUTHORITY TO MAKE SUBSTITUTIONS FOR PRODUCTS SPECIFIED ON THE PLANS DUE TO AVAILABILITY OR ECONOMICS. CHANGES SPECIFIED BY THE TRUSS MANUFACTURER SHALL CONTROL CHANGES MADE AFTER TRUSS ENGINEERING HAS BEEN PROVIDED TO ENGINEER OF RECORD, MUST BE APPROVED BY THE ENGINEER OF RECORD. 2. FRAMING PLAN IS DIAGRAMMATIC IN NATURE AND IS PROVIDED FOR ILLUSTRATION PURPOSES ONLY. TRUSS MANUFACTURER TO PROVIDE SEPARATE LAYOUT AND TRUSS COMPONENT DESIGN SIGNED AND SEALED BY A FLORIDA REGISTERED PROFESSIONAL ENGINEER. 3. ALL PRE-ENGINEERED WOOD PRODUCTS ARE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. THE TRUSS ENGINEER IS A DELEGATED ENGINEER FOR THIS PROJECT, AND AS SUCH, IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. FRAMING LAYOUTS SHOWN MAY BE CHANGED BY THE TRUSS MANUFACTURER. THE DELEGATE ENGINEER IS RESPONSIBLE FOR PROVIDING A FINAL SEALED SET OF ALL CALCULATIONS AND LAYOUTS FOR THIS PROJECT TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO MANUFACTURE OF SAID COMPONENTS. ENGINEER OF RECORD HAS NOT REVIEWED THE PRE-ENGINEERED TRUSS MANUFACTURER'S COMPONENTS AT THIS TIME AND RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. 4. ALL PRE-ENGINEERED TRUSSES TO BE DESIGNED USING THE MOST RECENT TPI CRITERIA. TRUSSES TO BE HANDLED AND INSTALLED USING MOST RECENT HIB RECOMMENDATIONS. TEMPORARY AND PERMANENT BRACING SHALL BE PER MOST RECENT HIB RECOMMENDATIONS UNLESS NOTED OTHERWISE, OR MORE STRINGENT CODE REQUIREMENTS APPLY. TRUSS ENGINEER IS RESPONSIBLE FOR INDICATING ALL TRUSS TO TRUSS CONNECTORS, ALL COMPONENTS TO BE DESIGNED FOR BOTH GRAVITY AND UPLIFT LOAD CASES, INCLUDING BEAM COMPONENTS. 5. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER. ARMANDO A. CASTELLON, P.E. FL. LI C. No. 43453 i i 0 z 9 0 �O LO LO O .� LO > L ' �� ._ 0? C? 00 O O rn s � c .E c v CL N 0000 CV c M O U � '. 0 a� O } c q__ 0 O -0 t\ -0 C_�n 0 c W v L 0 a LO O U Z o C� N O Z � �` Jgo W � o NnN N W W Z oV d � 00 o Z I- 0 U)ZC� V) w"'Q� o QOZ �owo a �UW vFroc N[�M v N CL C14 ado w � �ao() w Qc copyright revisions: 0 0 FAI drawn: checked: date: prof. no: CN �t LO CIO C" ) C) 0 N O O N m s 'O >` O s '0 Q �O N sc/d m rd 1-15-08 P07-15B S1,01 P:\2000 Prolects\2002 R K Collaborative\2002-010 Sonnys Prototyr - ' Zephyrhilis\Sdwg\S1.01.dwg, 2008-02-271:38:40 PM, Noel Signature Date I I I mmll I - w = 4 TYP or T , s-- o- 5 4 5 i i i i r i , I T ! I _�; IIIit I --� �_ _ ;� i - -- , north elevation scale: 1 /8"=1'-0" east elevation 4'-0" it it ILI west elevation scale: 1 /8"=1'-0" scale: 1 /8"=1'-0" south elevation scale: 1 /8"= P-0" COMPONENTS AND CLADDING NET UPLIFT SCHEDULE PATTERN ZONE MAIN ROOF STEEL JOIST EFFECTIVE WIND AREA 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. O +15 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF O2 +15 PSF/-40 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF O3 +15 PSF/-59 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF 2' ov +15 PSF/-40 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF +14 PSF/-37 PSF 3' ov +15 PSF/-59 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF +14 PSF/-56 PSF COMPONENTS AND CLADDING DESIGN WIND PRESSURE FOR WALLS, DOORS & WINDOWS PATTERN ZONE EFFECTIVE WIND AREA 10 SQ. FT. 20 SQ. FT. 50 SQ. FT. 100 SQ. FT. 200 SQ. FT. O +15 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF +14 PSF/-23 PSF O +15 PSF/-40 PSF +14 PSF/-37 PSF 1 +14 PSF/-37 PSF 1 +14 PSF/-37 PSF 1 +14 PSF/-37 PSF NOTE: ALL EXTERIOR DOORS & WINDOW ASSEMBLIES SHALL SATISFY THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2004 EDITION), SECTION 1704.4. ALL CONNECTIONS TO BUILDING STRUCTURE SHALL HAVE THE CAPACITY TO WITHSTAND THE PRESSURES INDICATED IN THIS SCHEDULE. LOAD SCHEDULE O STEEL JOISTS: ROOF: DEAD LOAD ROOFING & INSULATION 10 PSF METAL DECK = 2 STEEL FRAMING 5 MECH/ELECTR = 5 CEILING = 5 MISC. = 3 30 PSF LIVE LOAD 20 PSF 50 PSF WIND DESIGN DATA. - CODE: FLORIDA BUILDING CODE 2004 ASCE 7-02 EXPOSURE B CATEGORY II IMPORTANCE FACTOR 1.0 BASIC WIND SPEED 107 MPH INTERNAL PRESSURE COEFFICIENT = +/- 0.55 r- LOAD SCHEDULE O METAL & TIMBER: ROOF: DEAD LOAD ROOFING & INSULATION 7 PSF PLYWOOD DECK = 3 FRAMING 4 MECH/ELECTR = 4 CEILING = 5 MISC. = 2 25 PSF LIVE LOAD 20 PSF 50 PSF WALL PRESSURE DIAGRAM C i roof plan scale: 1 /8"=1'-0" ARMANDO A. CASTELLON, P.E. FL. LI C. No. 43453 i 0 L Iq ° L.0 L0 O > 4-- 0- � O 00 00 N O O x 0) 0 �* t- oCL C C U� Q 00 c CN M O ° -°a_ U IV 0 o U o � r-,-0 V U 0 (1) C L0 0 L a LO � rn O U Z o 0 Z N O �I JW N C"= W Nn1-1 (nt'0� Z U)z0 a0Z a: x �, o o�o 0- �UW o—o� v� 77�3 1��o��ppppp (n co mrZ V QaO� d m a. C.4 13 � �002 W Qc copyright revisions: A n 5 NO drawn: checked: date: prof. no: CV L0 M L CM a a N . o ° a rn U -C %O CL 1-0N sc/d m rd 1-15-08 P07-15B S1.02 PA2000 Projects12002 R K Collaborative12002-010 Sonnys Prototype - Zephyrh111s\Sdwg\.S1.02.dwg, 2008-02-27 2:23:28 PM, Noel Signature Date I - - I 1 1119' II' t I I 11 In'.HI 1' I'll IAll11111 111111"1 0' 11 ' 11 1 I I I -_ I I I I I L I I - - - FOUNDATION PLAN NOTES: 11. COLUMN DESIGNATION SHOWN THUS O ON PLAN. FOR SIZE AND 1. SLAB ON GRADE TO BE 4" THICK CONCRETE OVER VAPOR BARRIER REINFORCING SEE SCHEDULE ON S3.04. CONFORMING TO ASTM E-1745 ON COMPACTED SUB -BASE AS PER GEOTECHNICAL REPORT REINF. WITH 6x6xW1.4xW1.4 W.W.F. (FLAT T/COLUMN SHEETS) CENTERED IN SLAB. SUPPORT WELDED WIRE FABRIC WITH 2" ELEVATION SLAB BOLSTER OR APPROVED EQUAL O 3'-0"(f) O.C. BOTHWAYS. USE C1 COLUMN OF CONCRETE BRICK IS NOT ALLOWED. TYPE 2. TOP OF SLAB ELEVATION SHOWN THUS '- " ON PLAN EQUALS REFERENCE EL., FOR ACTUAL EL., SEE CIVIL DWG'S. CARRIED 4.0 3. FOR TYPICAL FOUNDATION PLAN DETAILS, SEE DRAWING S3.01 THRU COLUMN S3.04. 65'-0" 4. FOR GENERAL STRUCTURAL NOTES, SEE SHEET S1.01. 12. COORDINATE LOCATION OF CONTROL JOINTS (SAWCUTS do TOOLED 3'-4" 7'-4" W-0" i '-10" 44'-6" 5. FOR FOOTING SIZE AND REINFORCING SEE SCHEDULE ON S3.04. JOINTS) AT WALKWAY SLABS WITH ARCHITECTURAL DWG'S. CONTROL s. ( )DENOTES TOP OF FOOTING ELEVATION. JOINTS AT EXPOSED TO WEATHER WALKWAYS SHALL BE TOOLED WF2.0 "WB" WF2.0 "WB" 7. TOP OF FOOTING: ELEVATION O INTERIOR = (-2'-0") JOINTS. 13. ALL CMU WALLS SHALL BE REINFORCED AS SHOWN ON PLAN WITH -- - I ELEVATION O EX = - - DOWELS TO MATCH, U.N.O. ALL CELLS AT REINF. LOCATION SHALL BE TYPICAL U.N.O. D OUT HOLE AT BASE WITH ROUT. PROVIDE INSPECTION CLEAN E I ---- r ---_- - ---- - r _- l - ---- ------------------- -------! - ---------------_--- 8. DEPRESSIONLOCATIONS AND LIMITS NOT SHOWN ON WHEN OUR HEIGHT IS GREATER THAN 5 FEET. c 1 - -_ "` -_ _ - - - I PLAN SEERARCH ARCHITECTURAL 14. LOCATION OF MASONRY CONTROL JOINT NOT SHOWN. COORDINATE WITH ` I 9. FOR PLAN DIMENSIONS NOT SHOWN, REFER TO ARCHITECTURAL DWG'S. ARCHITECTURAL ELEVATIONS. SEE TYPICAL DETAIL 4-002/S3.01. �► I I� 4 ! I j 0. TYPICAL WALL REINFORCING SCHEDULE: 15. GENERAL CONTRACTOR TO COORDINATE LOCATION OF ALL WALL I ! A. 8" CMU WALL REINF. PENETRATIONS REQUIRED FOR MECHANICAL EQUIPMENT AND PROVIDE A PRECAST LINTEL AT ALL OPENINGS REFER TO TYPICAL DETAIL " " " W/ 1-#5 O 32O.C. VERT. AT WAWALLS 4-004/S3.02. -� W/ 1-#5 O 48" O.C. VERT. AT "WB" WALLS C41 ` ( i IC*4 B. PROVIDE ADDITIONAL 1-#5 VERTICAL EA. SIDE OF ALL WALL OPENINGS AND INTERSECTIONS. Imo-' - WF2.0 "WA" i SLOPE CONCRETE SLAB ON GRADE TO FLOOR DRAIN, TYP. SEE ARCH. FOR ELEV. - k TS-1.5 --- I . I I TS-1 5 31 f. 1 47, 4" V lid, WF2 0 "WA" I ---------------- ---- -- ------ - - - - - - - - - - - - -------- --- �, ,T L- ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------- - - - - - - - - - --- N N WF2.0 "WB" WF2.0 "WB" I ! I' . 1 I o I� I� 0i T i I 1 I ! I I � I I v I - 'SEE FNDN NOTES I I -- --------- o ; o N' i I ; t- ! I I' ! - -- I II I N HSS 3" DIA. (X-S ONG) ! I ! HSS 3" DIA. (X-STRONG) I I' I STEEL PIPE COLUM14 FOR i i STEEL PIPE COLUMN FOR II I i W BEAM SUPPORT. WRAP i W BEAM SUPPORT. WRAP I ! I I CMU WALL AROUNC PIPE i CMU WALL AROUND PIPE AND POUR SOLID 1 AND POUR SOLID F4.0 i I ....-- -- - �- -- -- -- -' -- -- --- ._- 1 - - F4.0 4.0I 3-� WF2.0 "WA" WF2.0 WB ____ v ________L - - - - - _______ __ _______ ___ ___ v ______________------ .�I ______-___ }I 77 - I _ _ ___ --- -- - - - - - - ------------ ------ ------------ -- I14'-D" ! I ..1 I I 1 . w t M / w / w 1 w I L_ rJ 6- 3-4 7-4 6-0 4-4 6-0 3-4'� ' I 'I i S2 L- - - - - - - - - - - - - - - = I I I 13 I 13 i' Io 3 I I I I N I IN I! 0 F3.o �- - I o N', I _t- I 4-t ------- t 4.0 ---- -� __ �. +--�7-77 -7 7- ---_---__J� I' I.__ - ------_.___- I_ I I----------- -� - -I ----- -- - _ .-...-----..-_f o - _ T1 _.._.. -_ - -._. F3: T2 F�.o -T3 I I L - - - - WF2.0 "WA" i I { ---------------- I 11'-104" 11--10j" 11'-10 w I.- i -- - - _ _ _ - L v WF2.0_WA" I 3/ 0. �. 3. 4w �. ----------J 40 ij I s 4 4 40 lit N ---------------------- ---- _ 11'-4" 4'-4" 2'-0" 5'-4" 4'-0" 6'-8" 4'-0" 5'-4" 2'-0" 4'-4":i L 12'-8" 36'-4" i I TS_1.5 [ ®I I n ARMANDO A. CASTELLON, P.E. - - FL. LIC. No. 43453 F3.0 T5 foundation plan w O scale: 1 /4"= P-0" 4.07 4.0 4.0 Signature Date I (si) I �I .I LO 'IT No LO LO O I 1 r C U 0" •� 0Oao4N �■ 00C �r c a O O s C U� Q 0 00 D CV M O aC U �' a� 0 } C 7- O O s C3 c � a L 0 a LO O U Z o N � Z Of J W o N W :) W P V)Z v~inN o'*' E NM�v d Z z W rM CCx -J QoZ aI-o a U W 0F8 73 n ndNS N I W mm kOaC�OM W © copyright ' revisions: drawn: checked: date: prof. no: CN M � M a C3 > N � 0 NO � s C5 s 1-0 a 1.O N sc/d m rd 1-15-08 P07-15B S2.01 P:\2000 Projects\2002 F K Collaborabve\2002-010 Sonnys Prototype - Zephyrhills\Sdwg\S2.01.dwg, 2008-02-27 1:38:13 PM, Noel 4" 20GA MTL. STUD OUTRIGGERS AT 16" 0. C. TYP. --- L--1 --- L—_---1---I—__1:--L--1---L-- ---L-- --- ---I--- --- L__J--- L--1--- um0 STEEL JOIST ROOF FRAMING NOTES: 1. ROOF FRAMING IN THIS REGION SHALL BE 1 1 /2"— 20 GAGE TYPE "B" 6. JOIST MANUFACTURER TO DESIGN JOIST FOR THE UPLIFT FORCE SHOWN (WIDE RIB) METAL DECK SPANNING OVER OPEN WEB STEEL JOIST ON THE LOADING SCHEDULE AND PROVIDE CERTIFICATION THAT CHORD SPACED AT O 5'-0" O.C. (U.N.O.). MEMBERS HAVE BEEN INVESTIGATED FOR REVERSE STRESSES DUE TO 1A. ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE —TREATED ALL UPLIFT FORCES. ADDITIONAL BRIDGING SHALL BE PROVIDED AT THE PLYWOOD SPANNING OVER 8"-20 GAUGE METAL STUD RAFTERS AT 24" FIRST INTERIOR BOTTOM CHORD PANEL POINT OF ALL JOISTS SUBJECT MAX. TYP. U.N.O. 0 C / TO NET UPLIFT PER STEEL JOIST INSTITUTE. 7. FRAME ALL JOIST BOTTOM CHORD MEMBERS TO BEAM BOTTOM 1B. ROOF FRAMING IN THIS REGION SHALL BE 5/8" FIRE —TREATED FLANGES. INSTALLATION TO BE DONE AFTER ALL DEAD LOADS ARE PLYWOOD OVER PRE—ENGINEERED METAL STUD TRUSSES AT 2'-0" O/C APPLIED. MAX. METAL STUD TRUSSES ARE TO BE DESIGNED BY FLORIDA 8. RAIN LEADER SHOWN THUS® R.L. ON PLAN. SEE PLUMBING DRAWINGS REGISTERED PROFESSIONAL ENGINEER AND SIGNED AND SEALED FOR SIZE AND LOCATIONS. DRAWINGS AND CALCULATIONS ARE TO BE SUBMITTED TO E.O.R. FOR 9. FOR PLAN DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. REVIEW. 1C. ROOF FRAMING IN THIS REGION IS TO BE PLYWOOD ON 2x6 TONGUE 10. :: DENOTES FLAT ROOF. AND GROOVE DECKING SPANNING OVER 4x10 SAW LUMBER RAFTERS O 4'-0" O/C MAX SPACING TYP. AS SHOWN IN PLAN. 11 ........... :. PROVIDE MOMENT CONNECTION AT BEAMS SHOWN THUS ON 2. DIRECTION OF METAL DECK SPAN SHOWN THUS ad ON PLAN. PLAN. 3. FOR ROOF DRAIN LOCATIONS AND SIZE SEE ARCHITECTURAL DRAWINGS. 12. COLUMN DESIGNATIONS SHOWN THUS O ON PLAN. FOR COLUMN FOR FRAMING SEE TYPICAL DETAIL 5-302/S3.03. SCHEDULE, SEE DRAWING S3.05. 4. FOR TYPICAL DETAILS SEE DRAWINGS S3.01 THRU S3.05 AND FOR GENERAL NOTES SEE DRAWING S1.01. 13. O DENOTES COLUMN STOP AT THIS LEVEL. 5. ( ) DENOTES UNDERSIDE OF METAL DECK ELEVATION. 14. FOR LOAD SCHEDULE & WIND DESIGN DATA, SEE DRAWING S3.05. PCL-4 CONT. SEE 4-033 ON S3.02 I I I I I, I I - -- -- --- — -- --- — ---T— ---- ---- --T —T-- — ---- ---- ---- ---- _L-- ---- ---L ---� -- 1 —1-- » l fi fi fi I 1 ItII 19 J 1EE ETA STU cn R FR ING OTES CIA Im 1 I I I __ +.... "I loll -----I //x\\ — -- ---- x\\ — — — — I l i — — — — — /\\\— — — — — — — — — — — — I I I //' \\ I I i r `I I r `I I I I r I I I r I I I ,i -----I \x' I-- -- - — — — — - x' ---- -----� / \ / \ oe I STEEL JOI it R° FRAMING NOTE #1 I I I itI I I 4'-4" 4'-0" 4' 0" 4'-0' 4'-0" 4'-0" » I SEE TIMBER ROOF FRAMING NOTE #11C I I t I II 1 I I a I I 4" I Ile 11 \\ /� \\ / I x — — — — — — — x \ / — — — — \ / \ / 100 \ / \ it 5'-0" 5'-0" 5'-0' 5'-0" 5'-0' 5'-0" 5'- ' Y I YI Y) y1 � I,. t, ,i CY01 YI I I� Y Y a0 I ODI 0I 00 I� -- i N l II I COI �I �I C00 4 �I �I Nol I { Itz N N N N . N N N N N N N N N N 11.00S4.0 \ / \ S4.0 U \ / \ / — — — — — x — — — — — — — x \ / 000, — — — — — — — — — — — — — — — — — — Ole 001 .T 11 it ! i it I I \\ // ----- I -----I /x\ �- --------� /x\ I- t- -I r- ------ ----t----r--- -� __�,_,__..� / \ 1 P i I FRAME ROOF OPENING I I I I II I 1 1 SEE DETAIL 5-302 S303 FOR IADD'L. INFO. (TTYP)I I I I I 4.0 1 I I - ----- — — — — — — — — ---- ---- ---- �' l'--'— ----------- ------------------ --- -- S2 v 4-10 1 2 — W21x50 _ -- ---- ---- --- — — — - - I — — — — — -- _ — ----- ----- ----- ----- ----- — — — i 10K1 aI \ I I 7- SEE STEEL JOIST I Ii1I IiIIoH— M I I I I ROOF FRAMING NOTE #1 _0Y o \/ ,'IN4.0 v/ L a -C-4N < - - - - / Z Y Y Y ]C Y \ a. N N N N N N N N N N 10K1 I I I I I I I W a I \\ // I I I I I I I\ / I 4.07 \ // I I I /x r--——-----I------I------I------I-----� x \/ o \/ 000p I I I T i 10K1 � X a 1 SLOPE 1 I I I I I I I la 1 1 1 Ii i 4'-5 j" 4'-54' 4'-5 j" 4'-5 j" 4'-5 j» 4•-51" 4'-51" 4'-5 j» 2X4 PURLINS AT 16" O.C. 1 4,5 V It b s _J PCL-3 A/F/777=1z/A// //y/ i Ce Ir Ix Ix w cr Ix cc Cr W Ix 0: W X it -ilia 11. I� I E ROOF TRUSS ., TYP A- I I I I R FRAMING RT-1 Al. OTES 24" 0 1 I I l I I I I I PCL— PCL— ir--PCL-4 10 4 1 RAFTERS Ar, 48" O.C. �15 LQ I I I I I I I I I I I I I I I I I I I I A PCL-1 PCL-2 PCL-2 CL-1of CONT. HORIZ. UPLIFT BRIDGING roof framing plan AT FIRST PANEL POINT OF JOIST BOTTOM CHORD (TYP EACH END) "X" TYPE BRIDGING PER JOIST MFR. (TYP) CONT. HORIZ. BRIDGING NUMBER OF ROWS AND SIZE PER JOIST MFR. (TYP) scale: 1 /4"=1'-0r' I 2X4 PURLINS T 16" O.C.N a 0 Z _ I Q P TB-1 P.T. 6X10 SAW LUMBER BEAMS AT ALL COLS. AS SHOWN 2X4 OUTRIGGERS I AT 24" O.C. h ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 U v 2 2 O N c U O� C C C U� Q O U 0 III D V 0 s 011 1111 10 11.0 L0 N O a a"o O O 1q, "IT c a 0 `~ r- a 0 0000 0 CV C M -Op 0 O C •+- 0 c L o 'D LO cn O U z o w z� N '- NCII N J LLJ 4h 8 NnN N � LLJ Hinz V) 0'-n E 0 Nei V)ZC� aOZ �M�m a �o � U LLJ • �$ � J�p CC5 Na!M rz U to N lGl a N � W © copyright CV LO cM CO O O O CD s 'O >' O __C �O 0- *sO N revisions: drawn: sc/dm checked: rd date: 1-15-08 prof. no: P07-15B S2,02 Signature Date P:12000 Pro)ects\2002 R K CollaboraHve\2002-010 Sonnys Prototype - Zephyrhil1slSdw91S2.02.dwI 2008-02-27 2:23:52 PM, Noel SAWED JOINT TO EDGE BEFORE REMOVING BE FILLED WITH BULKHEAD EDGE TO METAL KEY FIELD MOLDED 1/4" MAX. MATCH CONSTRUCTION T/10 (3/4" MIN.) BULKHEAD OF FILLER -SEE SPECS. JOINT 2" LUMBER T/4 MIN. c J4 IVA 4.. v ° 4 ° I dam \Z. a ° ° VAPOR BARRIER BREAK BOND TO LATER SAWED CONTROL JOINT DETAIL POUR BY APPLYING CURING COMPACTED FILL COMPOUND TO THE SIDES OF THE EARLIER POUR BULKHEAD DETAILS FOR CONSTRUCTION JOINT MAX. = 15'-0" IRA 10 NOTES: ElSTRIPS CAST FIRST 1. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS INDICATED ON THE "CONCRETE AND SAWED CONTROL JOINT REINFORCING" NOTES. 2. SUPERPLASTICIZER SHALL BE USED IN SLAB ON GRADE CONCRETE - SEE SPECIFICATIONS. 3. SLAB ON GRADE CONCRETE MIX SHALL HAVE A WATER -CEMENT CONSTRUCTION JOINT RATIO AS INDICATED IN SPECS AND OR NOTES. 4. CONSTRUCTION JOINTS SHALL BE LOCATED A MINIMUM OF 5'-0" ® INFILL AWAY FROM ANY OTHER JOINTS TO WHICH THEY ARE PARALLEL. STRIPS 5. SAW CUTTING SHALL BE DONE WITH A POWER SAW WITH A MASONRY CUTTING BLADE. CUTTING SHALL BE DONE AS SOON AS CONCRETE HARDENS ENOUGH SO THAT THE BLADE DOES NOT DISLODGE THE AGGREGATES. SLAB PLACEMENT SEQUENCE 6. WHERE SAWCUT IS DISCONTINUED AT A TRANSVERSE JOINT, STOP CUT 2" SHORT. 7. SLAB REINFORING NOT SHOWN FOR CLARITY. TYPICAL SLAB ON GRADE JOINT DETAILS 3-201 MECHANICAL EQUIPMENT MIN. 1-#5 CONT. I FINISH ' -III-III` N _�L 2-#5 CONT. 1'-0" NOTE: THE EXACT SIZE, SHAPE AND LOCATION OF ALL EQUIPMENT (HOUSEKEEPING) PADS SHALL BE DETERMINED BY THE CONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOR THE EQUIPMENT. u� t SLAB ON GRADE REINF. W/ W. W. F. 4 X 4 - W4.0 X W4.0 MACHINE Z EQUIPMENT SLAB ON GRADE DETAIL f'c=4000 PSI, NORMAL WEIGHT TENSION LAP SPLICES COMPRESSION LAP SPLICES BAR SIZE LAP CLASS LAP SPLICE LENGTH TOP BARS OTHER BARS #3 B 24 19 21 #4 B 32 25 27 #5 B 40 31 30 #6 B 48 37 36 #7 B 70 54 42 #8 B 80 62 48 #9 B 91 70 54 #10 B 102 79 60 #11 B 1 113 87 66 1-#5 CONT. I 2-#5 CONT. STAIR — STRINGER ANCHORED ANGLE IN DEPRESSION. WELDED TO STRINGER r W.W.F. �I ^� I 8" 8" NOTE 1 2-#5 CONT. 8" OR LARGER MASONRY NON - BEARING PARTITION J!—\- . 11 — NOTE 2 8" 80 NOTE 3 2-#5 CONT. t MIN. 2-#5 CONT. 111 AL\ • AL ► •1 UNLESS NOTED ON PLANS: 1. SEE FOUNDATION NOTES FOR SLAB THICKNESS AND REINFORCING. 2. SLABS SHALL BEAR ON COMPACTED FILL. 3. COMPACTED FILL SHALL BE COVERED WITH VAPOR BARRIER. SEE SPECS. 4. UNDER MACHINE EQUIPMENT DEEPEN SLAB TO 8" AND ADD TWO LAYERS OF WELDED WIRE FABRIC BOTTOM, U.N.O 5. FOR DEPRESSIONS - SEE ARCHITECTURAL DRAWINGS. 6. AT CONSTRUCTION JOINTS USE WOOD FORMS WITH SHEAR KEYS. 7. STOP WIRE MESH AT CONSTRUCTION JOINTS. CUT EVERY OTHER WIRE AT SAWCUT JOINT. 8. WHERE SLAB IS DOWELD INTO WALL, FIRST SLAB CONSTRUCTION JOINT TO BE NOT MORE THAN 15 FEET FROM WALL. 9. FOR EXPANSION JOINT LOCATION SEE PLAN. FOR DETAILS SEE ARCHITECTURAL DRAWINGS. TYPICAL SLAB ON GRADE DETAILS THE MINIMUM CLEAR COVER FOR REINFORCEMENT BARS SHALL BE ONE BAR DIAMETER OR THE VALUES TABULATED BELOW, WHICHEVER IS THE GREATER. SLABS (LT.WT. CONC. OR STONE CONC.) 1" GIRDERS AND BEAMS (TO STIRRUPS) 1 1/2- JOISTS (STONE OR LT.WT.) BOTTOM BARS 1 1/4" TIED COLUMNS AND PIERS SURFACE EXPOSED TO EARTH AND WEATHER (TO TIES) 2" OTHER SURFACES (TO TIES) 1 1/2" FOUNDATION ELEMENTS FORMED SURFACES 2" SURFACES PLACED AGAINST EARTH 3" WALLS SURFACES EXPOSED TO EARTH 2" SURFACES EXPOSED TO WEATHER 1 1/2" OTHER SURFACES 1" TYPICAL CONCRETE COVER 13-2041FOR REINFORCING BARS 13-0641 NOTE: LAP ALL BARS ACCORDING TO ACI CODE OR THIS SCHEDULE. NOTES: CONCRETE COVER SHALL BE PER DETAIL 3-064/S3.01 SEE NOTE #2 ON S1.01 FOR CONCRETE TYPE INFORMATION TENSION AND COMPRESSION LAP SPLICES FOR CONCRETE & K.O. BEAM REINFORCEMENT F'c= 4000 PSI 13-06E 9 GAGE TRUSS TYPE REINF. 16" O.C. VERT. JGG r�r�iv rlrvv SECTIONS ELEVATION PLAN NOTES: 1. PROVIDE INSPECTION PORT AT BOTTOM OF LIFT. IF GROUT LIFT IS GREATER THAN 4'-0". TYPICAL MASONRY WALL DETAIL SCALE: 3/8" = V-0" 14-0011 1-#5 CONT. 1" MIN. T FIN. FLOOR 2" MAX. FINISH EL= SEE PLAN X. GRADE d d a x "12 1'-4w MIN. EXTERIOR PLATFORM ��III��IIIIIII� a . o � N M U 2-#5 CONT. it 0. BOTTOM ADJACENT TO CONC PAVEMENT 13-202:] 1-#5 CONT. TOP CONC PAVEMENT SEE SITE DWGS. 1-#5 CONT. TOP FINISH GRADE SEE SITE DWGS. T FIN. FLOOR EL= SEE PLAN _01 oz I�III��I, 2-#5 CONT. 1'-0" BOTTOM ADJACENT TO NON —CONCRETE SLAB ON GRADE EDGE13-007] SCALE: 3/4" = 1'-0" f'c=3000 PSI, NORMAL WEIGHT TENSION LAP SPLICES COMPRESSION LAP SPLICES BAR SIZE LAP CLASS LAP SPLICE LENGTH TOP BARS OTHER BARS #3 B 28 22 21 #4 B 37 29 27 #5 B 47 36 30 #6 B 56 43 36 #7 B 81 63 42 #8 B 93 72 48 #9 B 105 81 54 #10 B 118 91 60 #11 B 131 101 66 NOTE: LAP ALL BARS ACCORDING TO ACI CODE OR THIS SCHEDULE. NOTES: CONCRETE COVER SHALL BE PER DETAIL 3-064/S3.01 SEE NOTE #2 ON S1.01 FOR CONCRETE TYPE INFORMATION TENSION AND COMPRESSION LAP SPLICES FOR CONCRETE FOUNDATIONS & K.O. BLOCK BOND BEAM REINFORCEMENT F'c= 3000 PSI CAULK EA. SIDE OF JOINT ■■�; �■■EN ..r. ;�■■■■�■■■■�IM■■■■�■■■■�■■ �....■...■�el■■....r. ■�■■g �.. [ : > PREMOLDED —� `—VERT. WALL RUBBER INSERT REINF. SEE PLAN AT REGULAR BLOCKS NOTE: DISCONTINUE HORIZ REINF AT JOINT CAULK EA. SIDE OF JOINT 1-5/800 X 3'-0" SMOOTH PREMOLDED BARS, GREASE ONE END TO RUBBER INSERT BREAK BOND STOP HORIZ. REINF. OF--j -WIRE TIE BARS ON CONC. BM./KNOCK-OUT ONE SIDE OF JOINT BLOCKS 0 JOINT EXCEPT V�VERT. WALL 0 ROOF DIAPHRAGM REINF. SEE PLAN AT CONC. BM'S/KNOCK—OUT BLOCKS NOTE: DISCONTINUE HORIZ REINF AT JOINT MASONRY CONTROL JOINT SCALE: 1" = 1'-0" NOTE: 1. MAXIMUM SPACING OF CONTROL JOINT EQUALS 14-0021 25'-0" OR THREE TIMES WALL HEIGHT (WHICH EVER IS SMALLER) 13-065 HV) F- O }} W J ZI_WV� O—WX0 UV)VU_V) EW ZOOf— w LLI zoom w O Q V) cr ccw(� 000w N0ZV)Z U Z W oU_- O =En OZU�Z _ =off V) V) 0 Q z0 i.-NX0 F U O V) Vi03- 0zLLj1-z QZZ Z Z XE5—E J Z OZoO a Uj W-lWLjj2 a�UN Z m UaC'~ O f- W W Z J2�OOf Jv tL V2WwowW W O Q�mJ � Owop w O(nF<b w 0 C) Z) O V) Z m a Z O J�OU �x QZUO Z ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 Signature Date P:12000 Projects\2002 R K Collaborative\2002-010 Sonnys Prototype - Zephyrhills\Sdwg1S3.01 thru S3.05.dwg, 2008-02-27 1:37:43 PM, Noel LO LO O r O c a a o • I00 00 �— O O v x c O `~ s o_ Cn C c U0 Q 0 — (D 00 :3 N O UW0 � a� D -1.- c 0 o 0 LO 0 LO in 0 0 LO H O z 0 N r- o o z V) .0. g J LJ r NnN N LLJ M _ Z V/ VI z zc�� WM� 0 <140 �a QOz �o``® a NGJ;g 9 N Qa)� 00 If)0- N W 00 40�ODVdi in i— 00 2 W Qc copyright revisions: z Q9 6 Q drawn: checked: date: prof. no: CN � C'7 � C`7 0 a > -0 a� 0 0 -0 rn s 'o O s 1O �O N sc/d m rd 1-15-08 P07-15B S3,01 1 PROVIDE LINTEL AT OPENINGS THAT EXCEED 16" WIDE TYPICAL LINTEL OVER DUCT OPENING SCALE: 3/8" = 1'-O" DOWEL AT LOCATIONS WHERE OPENING CONFLICTS W/ TYP. WALL REINF. LINTELS FOR WALLS SHOULD HAVE A CAPACITY OF 1500 PLF, U.N.O. PRECAST LINTEL BY PRECAST MANUF. IF OPENING IS ABOVE CEILING USE LINTEL & IF OPENING IS BELOW CEILING USE U-BLOCK AS SHOWN IN DETAIL 4-005 a a L z a C TYPICAL LINTEL 14-004 OVER OPENING SCALE: 3/8" = 1'-O" LAP SPLICE SCHEDULE FOR SINGLE REINFORCED 8" CMU BAR SIZE LAP SPLICE REMARKS #3 19 #4 25 #5 31 #6 57 #7 79 #8 112 #9 146 NOTES: 1. LENGTH OF SPLICES ARE BASED ON FLORIDA BUILDING CODE 2004. 2. LAP SPLICES INDICATED ARE IN INCHES. 3. THIS SCHEDULE IS FOR 8" CONCRETE MASONRY UNITS (CMU) ONLY. 4. SEE DETAIL FOR LAP SPLICE SCHEDULE FOR DOUBLE REINFORCED 8" CMU. LAP SPLICE SCHEDULE SINGLE REINFORCED 8" CmU_ 14-023 EXAMPLE 36/3-1 L_ NO. OF SIDE LAP FASTENERS NO. OF SUPPORT FASTENERS WIDTH OF METAL DECK TYPICAL FASTENER LAYOUT 1. USE 5/8"0 PUDDLE WELD AT SUPPORTS AND #12 SCREWS AT SIDE LAPS. 2. USE 36/7-4 UNLESS NOTED OTHERWISE IN 15-3051 PLANS. LOOSE LINTEL SCHEDULE OPENING SIZE LINTEL UP TO 4'-0" L3 1 /2" X 3 1 /2" X 1/4- OVER 4'-0" - 5'-0" L4" X 3 1/2" X 1/4" OVER 5'-0" - 6'-0" L4" X 3 1 /2" X 5/16" OVER 6'-0" - 7'-0" L5" X 3 1 /2" X 5/16" OVER 7'-0" - 8'-0" L6" X 3 1 /2" X 5/16" OVER 8'-0" NOTE 6 NOTE 8 NOTE: \ USE HILTI KWIK-CON II 3/16"0 SCREWS INTO CMU WITH 4- NO. 75 TRIANGLE WIRE TIE. PROVIDE CONTINUOUS 3/16" HOT DIP GALVANIZED WIRE AT MORTAR JOINTS AND ATTACH TO TRIANGLE TIE WITH WELDED NO. 370 SEISMIC CLIP. FINISH MASONRY CONNECTION TO CMU /STUD WALL SCALE: 3/8" = 1'-O" 14-005] NOTES (UNLESS NOTED): V-2" CAVITY WALL 1. PROVIDE ONE ANGLE FOR EACH 4" OF MASONRY WIDTH. 2. FOR 6" MASONRY WIDTH USE L5"X 5"X 5/16" UP TO 5'-0" OPENING SIZE AND L5" X 5" X 3/8" UP TO 8'-0" OPENING SIZE. 3. BEAR LINTELS 6" MINIMUM EACH END OF OPENING. 4. ALL DOUBLE ANGLE LINTELS BACK TO BACK SHALL BE BOLTED AT 2'-6" O.C. MAXIMUM. MINIMUM OF TWO BOLTS PER LINTEL. 5. STRUCTURAL STEEL CONTRACTOR SHALL SUBMIT A COMPLETE SCHEDULE OF LOOSE LINTELS WITH THE ERECTION PLANS SHOWING MARK, MASONRY OPENING, ANGLE SIZE, LENGTH AND DIMENSIONED SECTION. WHERE LINTEL MARKS ARE USED ON PLAN, USE THE SAME MARK WITH SUBMARK A,B,C,D, ETC. FOR DIFFERENT LENGTH. 6. W SECTION WITH 1/4" CONTINUOUS PLATE (W DEPTH = 1/12 OF SPAN; CONTINUOUS PLATE WIDTH = MASONRY LESS 1") BEARING EACH END TO BE 8" MINIMUM. 7. WHERE EDGE OF OPENING IS LESS THAN 1'-O" FROM COLUMN FACE, EXTEND LINTEL AND CONNECT TO COLUMN. 8. AT CAVITY WALLS EXTERIOR ANGLE TO HAVE 5" HORIZONTAL LEG. 9. FOR ALL OPENINGS IN WALLS, SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 14- 03:0 EXTERIOR METAL STUD WALL DESIGN NOTES: 1. CALCULATE PROPERTIES AND LOAD CAPACITIES OF MEMBERS PER THE AISI SPECIFICATIONS FOR DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 2. DESIGN EXTERIOR CURTAIN WALL TO SUSTAIN WIND LOADS INDICATED IN THE SCHEDULE OF LOADS DRAWING. 3. LIMIT LATERAL DEFLECTIONS UNDER DESIGN LOADS TO L/800 OR 3/8" WHICH EVER IS SMALLER FOR THOSE AREAS WITH BRICK CLADDING AND L/360 FOR ALL OTHER AREAS. 4. PROVIDE SLIDE CLIPS OR DEFLECTION TRACKS ON THE UNDERSIDE OF THE ELEVATED LEVELS TO ALLOW FOR A MAXIMUM LIVE LOAD VERTICAL DEFLECTION OF APPROXIMATELY L/360 AT MID SPAN BETWEEN COLUMNS. 5. DIAGONAL KICKERS ARE NOT ALLOWED, UNLESS APPROVED IN WRITING BY ARCHITECT AND ENGINEER OF RECORD. 6. DESIGN ALL CONNECTIONS TO SUSTAIN THE MAXIMUM DESIGN LOADS. 7. ALL DETAILS DRAWINGS SHOWN ARE MINIMUMS REQUIRED FOR PARTICULAR CONDITIONS. CONTRACTOR IS RESPONSIBLE TO SUBMIT SIGN AND SEALED DRAWINGS AND CALCULATIONS FOR A WALL SYSTEM THAT COMPLIES WITH THESE NOTES, THE SPECIFICATIONS AND THE CONTRACT DOCUMENTS INCLUDING BUT NO LIMITED TO STRUCTURAL AND ARCHITECTURAL DRAWINGS. 15-4001 4-005 016 BOT17.4 LINTEL SEE ARCH. VERTICAL REINF. SEE PLAN VERTICAL REINF. SEE PLAN PRECAST LINTEL W/ 1-#5 CONT. TYP. PRECAST LINTEL SECTION SCALE: 3/4" = 1'-O" 3 1 /2" MIN 1 1 /4" 2L's 5/16" THK MIN. Q� • g H • 4� 4- 031 3" MIN 1/2" 2L's 5/16" THK MIN. Q� 4 1 N NOTE #7 TYP. NOTE #4 TYP. NOTE #8 TYP. NOTE #9 TYP. CONTROL JOINT SEE NOTE #10 \I AV CMA/HW/ n9:'_A" (2)-#5 BARS TYP. ABOVE & BELOW OPENING CMU WALL REINFORCING LAYOUT SCALE: 3/16" = 1'-0" CMU LINTEL SCHEDULE WALL THICKNESS LINTEL DEPTH BOTTOM REINFORCING TOP REINFORCING STIRRUPS & SPACING NOTES PCL-1 8" 1-#5 N/A N/A PCL-2 16" 1-#5 1-#5 #3016 PCL-3 24" 1-#5 1-#5 #3024 PCL-4 32" 1-#5 1-#5 #3024 PCL-5 40" 1-#5 1-#5 #3024 PCL-6 48" 1-#5 1-#5 #3024 NOTES: 1. PRECAST CONCRETE LINTELS CAN BE INSTALLED AT ALL OPENINGS PER SCHEDULE. CAST IN PLACE CONCRETE LINTELS SHALL BE PLACED WHERE SHOWN ON PLANS. SUBSTITUTED UPON APPROVAL BY ENGINEER. 2. GROUTED LINTEL (THROUGH) BLOCKS SHALL EXTEND A MINIMUM OF 8" BEYOND FACE OF OPENING EACH SIDE UNLESS NOTED OTHERWISE. THE FIRST TWO VERTICAL CELLS EACH OF THE OPENING SHALL BE GROUTED AND CONTAIN 2-#5 VERTICAL EACH FACE. NOTE: THE FIRST CELL EACH SIDE OF THE OPENING SHALL BE GROUTED TO LINTEL LEVEL. SECOND CELL SHALL BE GROUTED TO ROOF LEVEL. 3. SEE SPECIFIC DETAIL FOR BRICK LEDGE SUPPORT ANGLE OF LOOSE LINTEL SCHEDULE. 4. CONSTRUCTION/CONTROL JOINT SHALL NOT BE LOCATED WITHIN WIDTH OF OPENING, NOR SHALL IT BE LOCATED WITHIN 24" OF THE OPENING ON EITHER SIDE. 5. CONCRETE LINTEL BEARING EACH SIDE OF LINTEL TO BE EQUAL TO DEPTH OF LINTEL, TYPICAL UNLESS NOTED OTHERWISE. TYPICAL PRECAST C.I.P. LINTEL DETAIL SCALE: 3/4" = 1'-O" NOTES: EQ'D. 1. ALL CONNECTIONS SHALL BE AS R NOTE E DESIGNED FOR MAX. UNIFORM LOAD CARRYING CAPACITY �- BOLTS AS REQUIRED BOLTS AS REQUIRED SHOP BOLTED CONN. SHOP WELDED CONN. BASE PLATE COL. ` SAME AS COL. OL. MAY OCCUR ABOVE (TYP) CAP PLATE FOR TYPE SIZE & ORIENTATION /N DESCRIBED SEE PLAN & COL. SCHED. BELOW. II II __0MILL COL. 11 IF NO COL. ABOVE USE TWO STIFFENER PLATES II II 3/8" MIN. UNLESS NOTED, FITTED & WELDED IF COL. ABOVE USE FOUR 1 5/8" MIN. COL. CAP PLATE STIFFENER PLATES SAME WELDED TO COL., LENGTH OF SIZE AS COL. FLANGES, 3" 3" CAP PLATE AS SHOWN. WIDTH 3/8" MIN., IF COL. WEB OF CAP PL. = BM. FLANGE (OR IS PERPENDICULAR TO BM. = TO COL. WIDTH + 1". WHICH - WEB USE "T" SECTION. ALL EVER IS LARGER). CONN. PL TO 1 1 STIFFENERS TO BE FITTED BEAM WITH 4-3/4" 0 H.S. BOLTS MI & WELDED FULL LENGTH. BEAM OVER COLUMN AND COLUMN OVER BEAM UNLESS GREATER REACTION IS SHOWN ON PLAN. IN ANY CASE, CONN'S. SHALL NOT BE LESS THAN STD. A.I.S.C. CONN FOR THE PARTICULAR BM. DEPTH. 2. DETAILER SHALL SUBMIT NOTE: DIMENSIONS SHOWN FOR APPROVAL, STD. CONN. AS DEFINED BY A.I.S.C. DETAILS CONFORMING TO MANUAL OF STEEL CONSTR. ABOVE DETAILS W/ERECTION DWG. SUBMISSION. WELD PLATES WHEREVER 3. MILL COLS. TO BEAR OR POSSIBLE PROVIDE FULL PENETRATION WELD AT BASE PL'S & CAP PL'S AT COL'S CARRYING BMS. 4. AT CONN. OF HUNG BM. TO CANTILEVERED BMS. PROVIDE STD. 2 L CONN. AS PER NOTE 1 FOR NOTE #1 LOAD CAPACITY OF HUNG BM. 1 3/8" PL. MIN. 5. WHERE BMS. FRAME TO CONT. THRU FITTED STIFFENERS AT COLUMN COL's PROVIDE SHEAR PLATE I CONN. W/STRENGTH CAPACITY AS PER NOTE 1. TUBE OR PIPE COL. 6. ALL BOLTS TO BE MIN. 3/4" 0. A-325 H.S. BOLTS FRICTION -TYPE " D+4 1 2" 1 1/4" UNLESS NOTED OTHER- M X. I MIN. WISE. ALL WELDING ELECTRODES TO BE E 70 XX. FRAMED CONNECTION AT TUBE/PIPE COLUMN 15-001 6" HOOK AT 8'-0" O.C. MAX. NOTES #1, #2 TYPICAL tj J C M Q N pN J WO �* 0 F•°' z q 00 WALL WIDTH PCL_1 a z 0 z N NOTES: 1. VERTICAL WALL REINFORCING SHALL ALIGN WITH VERTICAL FOUNDATION DOWELS. DOWELS SHALL BE PLACED AS SHOWN ON DETAILS WITH STANDARD ACI HOOK DIRECTLY ON TOP OF BOTTOM LAYER OF FOOTING REINFORCING. REFER CMU WALL REINFORCING SCHEDULE ON PLAN FOR SIZE AND SPACING. 2. TYPICAL VERTICAL WALL REINFORCING TO BE PLACED AS SHOWN ON DETAILS. GROUT CELLS FULL THAT CONTAIN REINFORCEMENT. 3. REFER CMU LINTEL SCHEDULE FOR SIZE, LOCATION AND QUANTITY OF LINTEL REINFORCEMENT. 4. VERTICAL REINFORCING BARS MAY BE SPLICED IN 6'-0" TO 8'-0" LENGTHS. 5. HORIZONTAL WALL REINFORCING SHALL BE TRUSS TYPE AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW GRADE UNLESS OTHERWISE NOTED ON PLANS AND DETAILS. DISCONTINUE AT CONTROL JOINTS. 6. CONTRACTOR SHALL USE THE LOW LIFT METHOD OF GROUTED MASONRY CONSTRUCTION UNLESS CLEAN OUTS ARE PROVIDED AT EACH VERTICAL REINFORCING BAR. 7. REFER TO PLANS AND DETAILS FOR SIZE AND LOCATION OF BOND BEAMS AND QUANTITY OF REINFORCING. LAP REINFORCING 24" MINIMUM. DISCONTINUE BOND BEAMS AT CONTROL JOINTS. 8. REFER LINTEL SCHEDULE NOTES FOR VERTICAL BARS ADJACENT TO OPENING. 9. PROVIDE VERTICAL WALL REINFORCING IN FIRST CELL NEXT TO CONTROL JOINTS/CORNERS/OPENINGS. TYPICAL. 10. VERTICAL CONTROL JOINTS SHALL TERMINATE AT TOP OF FOOTING. 11. PROVIDE CORNER BARS TO MATCH TYPE AND QUANITY OF HORIZONTAL WALL REINFORCING, TYPICAL. 14-009 SEE SCHEDULE z FOR REINF. TYP. z z CONCRETE FILLED TYP. O z N tC M WALL WALL WIDTH WIDTH PCL-2 a z 0 z • �u a z 0 z 1-#5 EACH BOND BEAM COURSE TYP. SEE SCHEDULE FOR REINF. TYP. FILLED TYP. WALL WALL WALL [ WIDTH WIDTH WIDTH PCL-4 PCL-5 14-03,31 N O}} W J ZF_WV� O MUJWO - U Fn V LZ (n Llj V) ZOmZ� W C5 N�O�m w O QW Q ~ Iz ir12N� 0 ooujM LnUZmZ F- O OL'-Q U Z (n Z OOU�Z cnNu < ZO H�OO F 1L O to a VO3 o � U j Vi Z QZ� Z of E5 J Z OZOO a W-1WW= <a(>N Z m �aa~ O H UWWZ Jaf 2O 111 Jv liV=WWW O QomJ N L owo� w O N9fFun O to z m 0: cn 0<0 xb-<u- O Z Z _ 0-CEO Z ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 U v a 0 O N c_ O0) c c U0 Q O U s w 0 01 �t NO LO LO O I� N r- 0, 0, 0) 00 C)O Iq C v 0 s a O O 00 1:N M v 0 N O c I+- 0 -a) I--, -0 C Lo 0 v 'j L LO in O U Z o N O Z (n ; M N 04 J WCn nN N W (n0 E z VI (nto°D U <OZ �o``m a X.UW ,68 ri �► N co a N8 W NaG�O2 W (D copyright revisions: drawn: checked: date: prof. no: N LO c") M 0 0 > 5 0 .0 - v� 0 - 0) -� 110 O s 1-0 1O N sc/d m rd 1-15-08 P07-15B S3.02 P:12000 Proiects\2002 R K Collaborative\2002-m 0 Sonnys Prototype - Zephyrhills\Sdwg\S3.01 thru S3.05.dwg, 2008-02-27 1:37:31 PM, Noel Signature Date I I I I I j I III1 f I I I I END SUPPORT PRE -FABRICATED CURB FOR TYP. DET. 5-084 END SUPPORT �. MECH. EQUIP. DESIGNED BY METAL DECK CONTRACTOR TO PROVIDE L4 X 4 X 1/4 ROOFTOP UNIT EDGE OTHERS. MUST BE DESIGNED RIDGE AND VALLEY PLATES AS REQUIRED. TYP. ROOF EDGE ANGLE (BY METAL TO RESIST ALL APPLICABLE LOADS DECK CONTRACTOR) WHERE DECK IS AS REQUIRED BY FLORIDA BUILDING PARALLEL TO WALLS & UNSUPPORTED / END SUPPORT CODE. CONT. SHEET METAL PROVIDE L3 1 /2" X 3 1 /2" X 1/4- CONT. L4 X 4 X 1/4 1/2-0 " BOLTS 0 24 O.C. CLOSURE PLATE OR 12 GA. BENT PLATE CONT. FIELD WELD TO TYP. EA. END �� CURB CURB TOO BE DESIGNED TO STEEL JOISTS OR RAISED BEAMS INT. SUPPORT 1 8 TRANSFER WIND LOADS (TENSILE & SHEAR) INTO ANGLE. TYP. DET. 5-084 INT. SUPPORT L4 X 4 X 1/4 L F� \ I MTL. DECK ROOF OPENING L5 X 3 X 1/4 CONT.-CUT � p SEE PLAN VERT. LEG AS REQUIRED 0 JOIST SEAT W / 0 5-084 BEAM &JOISTS BEAM &JOISTS Z�� TYP 1 8 � ' _.___ ___ __ _. ___ _ ______ _ _. _ _ _ SEE PLAN SEE PLAN o J o o PL 4 X 4 X 1 /4 O 7 L5x5x1/4 O RTU4. :- TYP. DET. ® MET. DK. DIRECTION 21020 INT. SUPPORT L TYP. EA. END , L4x4x1 /4 O ALL /,,'' CHANGE BETWEEN JOIST SEATS TYP. EDGE ANGLE DK. SUPPORT Ir L4 X 4 X 1/4 END SUPPORT OTHERS 1� O F-0 STL. JOIST INT. SUPPORT BEYOND ` . PROVIDE DECK SUPPORTS 0 1/4- AIRCRAFT ROOFTOP UNIT SEE L4 X 4 X 1/4 --- -- -'. _ -'--- -- --- '.'. COLUMNS BY MET. DK. CONTR. (MAY BE SHEET METAL) DIRECTION OF METAL CABLE PLASTIC PLAN FOR LOCATION COATED, TYP. PL 4 X 4 X 1/4 _ - DK. PERPENDICULAR TYP. EA. END TO THE SUPPORTING MEMBERS 15' MAX ROOFTOP UNIT EDGE BM. &COL. I COL. BM. OR JOIST SEE PLAN SIZE SEE FRAMING 4PX o1/4 r INTERIOR SUPPORT CONNECTION OF PRE -FABRICATED CURB PLAN LEND 4 X TO ROOF STRUCTURE WHEN SUPPORTED TYP. FLOOR DK. SUPPORT AT COLUMNS DECK DIRECTION SYMBOL BY ANGLES SPANNING BTW. ROOF JOIST. ROOF TOP UNIT F UNIT R00 TOP N,T.S ANCHOR PLAN DETAIL 5-082 SUPPORT DETAILS 15-083]TYPICAL METAL DECK DETAILS15-304] SCALE: 1 /2" = 1'-0" NO SCALE W.P. (HIGH POINT) SEE PLANS AND PLAN NOTES FOR EL.- SEE PLAN O POINT LOAD BETWEEN T PARAPET WALL LOCATION OF GROUTED CELLS (UNDERSIDE OF MTL JOIST PANEL POINTS ADD OL T PARAP T WALL ANGLE SIZES ARE TO EL.= SEE ARCH. STOP GROUT MIN 1 1 /2" BELOW TOP DECK) L 2 X 2 X 3/16 1 8 3" EL.= SEE ARCH. BE USED U.N.O. IN SECTION OR PLAN 1 8 " OF UNIT IF POUR IS STOPPED FOR MORE THAN ONE HOUR TYP U.N.O 1 8 3 2 1/2" MIN. 2 1/2" MIN BEARING TYP. Z L4 X 3 X 1/4 X CONT. (LLV) DECK CLOSURE 1 8 3 ANGLE SIZES ARE TO MAX HEIGHT OF POUR = 8'-0". WAIT 3 TO 5 MINUTES AND CONSOLIDATE NOTE 1 1 W.P. (LOW POINT) (L 2 1/2" MIN. SEE PLAN IFw FASTEN TO CMU WALL W/ 3 4"0 EXP. BOLTS 0 24 O.0 MAX., EMBED BE USED U.N.O. IN WITH FLEXIBLE CABLE VIBRATOR. (UN rw NOTE 1 (UNDERSIDE OF MTL DECK) DEPTH = 4 1/2" SECTION OR PLAN L3 X 3 X 1/4 X CONT. RECONSOLIDATE LATER BEFORE PLASTICITY IS LOST. WAIT MINIMUM WELD DECK TO DECK CLOSURE (WELD TO JOISTS) MINUTES BEFORE PLACING NEXT _ CLOSURE ANGLE LIFT. i , METAL DECK METAL DECK �� SEE PLAN SEE PLAN GROUT TO CONFORM TO ASTM C476. SUBMIT MIX DESIGN FOR REVIEW. MAXIMUM AGGREGATE SIZE = 3/8". OPEN WEB JOISTS DBL BOND BM SEE PLANS REINF. W/ — SLUMP = 8" TO 10". DO NOT USE SAME MIX AS USED FOR TIE SUPPORTING STEEL ® POINT LOAD BETWEEN MEMBER -SEE PLAN NUMBER OF ROWS &TYPE OF OUT IN KNNOCOC K OUT BLOCK REINF. BOND BM REINF. W/ 2-#5 BEAMS. JOIST PANEL POINTS ADD BRIDGING PER MANUFACTURER X SPECIFICATIONS. STEEL JOIST— SEE PLAN L 2 X 2 3/16 B BOND B AM CONT. IN KNOCK OUT BLOCK PROVIDE CLEAN OUT HOLE MINIMUM SIZE 3"x 3". ALL OVERHANGING SEE PLAN I S P AS R Q D O SLOPED ROOF — B BOND BEAM MORTAR AND DEBRIS TO BE REMOVED FROM INSIDE THE CELL WALLS. SEAL I BLDG. END PRIOR TO GROUTING, BUT AFTER ITIE BEAM SPANDREL CROSS BRIDGING INSPECTION. BEAM I SEE PLAN STEEL JOIST VERTICAL REINF. CONT. TO T/ WALL SEE PLAN L6 X 4 X 1 /2 X NOTE: DO NOT GROUT UNTIL MORTAR HAS AL COLUMN I _ JST. SPACING _ BRIDGING I VERTICAL REINF. CONT. TO T/ WALL HORIZ. BRIDGING TYPICAL 11 1 /2" LONG (L.L.H.) ' . SET SUFFICIENTLY TO WITHSTAND r- I L3 X 3 X 1/4 W/ W/ (2) 5/8"0 X THE PRESSURE OF THE GROUT. WAIT INTERIOR BAY END BAY I (1) 5/8"0 X 4 1/2" 12" LG. HEADED STUDS NOT LESS THAN 24 HOURS. LG. EXP. BOLT NOTES: 1. BEARING ENDS OF SLOPED JOISTS SHALL BE HORIZONTAL TO OBTAIN FULL CONTACT WITH SUPPORTING MEMBERS. SECTION AT WALL TYP. HIGH LIFT GROUTING SECTION 2. AT END BAYS, EXTEND ALL BOTTOM CHORDS &CONNECT TO SPANDREL BEAMS. SECTION A T WALL WH 3. CEILING EXTENSIONS ARE REQUIRED FOR O.W.J. ABOVE HUNG CEILING AREAS ERE SHOWN ON ARCH. DRAWINGS. SINGLE BEARING15-203]TYP. OPEN WEB JOIST DETAILS — SLOPED ROOF15-2bi PARALLEL" TO JOIST15-20:2] SCALE: 3/4 = 1'-0" 15-2041 SCALE: 3/4 1 0 NOTE #1 2X6 LOOKOUTS BM OR JOIST HEADER PER 024" O.C. -41 HEADER PER ROOF FRAMING ROOF FRAMING PLAN. 2X10 R.S. CEDAR SIMPSON H10 � SIMPSON A34 AT � I I PLAN FASCIA END OF EA. 2X6 SEAT � � � � � GABLE ENDWALL Af OPNG I PROVIDE FRAMES FOR OPENINGS 8" TRUSS W/WEBS OR MORE (LARGER DESIGN TO SPAN -F DIMENSION OR DIA.) INCLUDING ROOFVDRAINS FROM TOP OF SIMPSON A34 OWNI do SUMPS ® ® WALL TO ROOF DECK 2X6 AT 24" O.C. INT. MEMB. 02'-0" O.C. MAX AT EA.BRACE FRAME PLAN ® 1 /2" PLY WOOD TO BE FLUSH W/ CMU ® Q P PER SIMPSON A34 AT CT 32" O.C. BAN 24" O.C. SEAT SAME SIZE 1/4 2" AS SUPPORT FRAME • O 11'-4" T.O.BLOCK ' .`1. • r • f ' j rr SIMPSON A34 ..� ' ' AT EA BRACE FLAT BOTTOM SHOP WELD .•j 16d NAILS 0 6" ., TRUSS ,Y SEAT DETAIL O.C. ALL ALONG it ;•'• P.T. 2X6 CONT. W/1/2"0 NOTES: SIMPSON STRONG -TIE CC66. ENDS- TYP. A.B.'s & 1/2" FLAT WASHERS P.T. WOOD CONNECTION PER SIMPSON SPECIFICATION. •j' 0 24" O.C. 1. ANGLES ALL SIDES UNLESS BEAMS SHOWN ON PLAN: POST PER P.T. WOOD POST SIMPSON L2X2X3/8 FOR "W" < 2'-0" FOUNDATION PER FOUNDATION STRONG -TIE CC66 L3X3X3/8 FOR "W" < 4'-0" PLAN. PLAN. WITH HW. L4X4X3/8 FOR -W- 6'-0" ATTACHED TO BOND BEAM SEE 5/S5.0 2. FOR "W" > 6'-0" USE L OR "W" BEAM. VERT LEG OF POST PER SIMPSONSPECIFICATION. L OR DEPTH OF W BM. ? SPAN (IN.) - 24 MIN. THICKNESS = 1/4". TYP. ROOF OPN'G. DETAIL TYPICAL WOOD BEAM TO TYPICAL WOOD BEAM TO COLUMN CONNECTION COLUMN CONNECTION TYPICAL OUTRIGGER DETAIL AT WOOD TRUSS GABLE END WALL 15-30�]6-043 HN O W J awZ) Z�U O MUJXC F -OW U (nUlL.(n VW ZOx- W LLJ c5 (norm Z W 0O Q N LLI o D:LN� O 00ON� UZFnZ H OOILL. —< U Z (n z O WU�SZS _ = m S NNU Q ZO O HNX F ILL. O cn a viO3 0zxO LAI — Z aZOSZ�Z�Z� Z Z 0200 0- LLI W JWw2 QOUN Z LLj�QXF O mU�_0-Z t,UJJ x U SF-O J`-' U U=LLW W O Q�mJ N j2L,ow W o O QUtnF WU UFO (n Z Ii O Q <Oxcn Ld U �LLJli O Z BKOO Z ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 P. It 'IO (D t o to LO O - n n r- c a 0CD • 00 00 Z rZ 0 O O � 'IT 0 c o O `~ O S CL C C Q N 00 c CN >M o v 0_ U0 � N D } C y-.. 0 O -r) U c 0 � 0 0� Lr) cn O Z o N o 04 �I Z (n o o J W � W NnN o� E V Mau N d Z Z QOZ �oL-m a �UW o-oc go`v� Q00� a. C14 N 0 M 0�0 Qc copyright 0 a� CV to � M � M � O > 5 _O 0 `+- O N CA s O s 1,O N revisions: d rawn : sc/d m checked: rd date: 1-15-08 prof. no: P07-15B S3.03 P:\2000 Projects\2002 R K Collaborative\2002-010 Sonnys Prototype - Zephyrhllls\Sdwg\S3.01 thru S3.05.dwg, 2008-02-27 1:37:19 PM, Noel Signature Date 1(4 \/�'. (2)2x CONT TOP PLATE EAVE LINE AS REQ'D. x 1 I CONTINUOS BOTTOM S' �` S f 45 �.. { F,� �` ✓ .� 1! f. / i'•.,� f`" 1 . ' y 't vR�,\; }•'` Y .. -\ AI�1 1 1 xa ,✓ c. { i�' f I�` enV_nw ►isv w ev CORD BRACING 1 X 4 Z z Z[L Ld t w + ! 1 !I f+ n f ! 111 xOvt 1. 1 I II II II i I {: �,i ! RIDGE! LINE I `' w , `I w Ii !! ly#' z i O I „ i, II VI it I It I1 t!: w I' O r}' " 4EA'' #1 .4 yiL—.Lr` i �+.lr� 1 4;. t. Xe •��\. 5: if c Ik' 1 }f`�k.,\ { �.. �\ l I�'.`l Ly, EAVE LINE as 'lllllllll��l'liii PRE-ENGINEERED OVERLAP TRUSS BRACING WOOD AT LEAST ONE TRUSS SPACE \ li EQ. TRUSSES \\I• I I 4'-0" SIMPSON STUD PLATE TIE SP2 (TYP) 6" OVERLAP 4'-0" 4'-0" I I I I I I 2x STUD WALL 4'-0w I•I •I !• I I. l lei ICI 4'-0" 4'-D" TRUSS 8d COMMON NAILS O 6" OC INTO RAFTERS, ROOF W BRACING 2x STUD WALL EAVE AND RAKE BORADS. OVERHANG AREA #1 SEE PLAN TOP &BOTTOM CORD-J GABLE END BRACING ® 4'-0" CONT SOLE PLATE (P.T.) ` O.C. MAX FOR O (4) TRUSS AS REQ D. SIMPSON STUD PLATE 8d RINK SHANK OR 10d COMMON NAILS ® 4" BAYS TIE SP1TYP 'Cis f i� r, O.C. INTO RAFTERS, EAVE AND RAKE BOARDS NOTES: �I• '!\ AREA #2y! Y,. TRUSS BRACING OVERLAP IN AREA SHOWN HATCHED. 1. SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND DRAWING 1. SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FORM ANY ADDITIONAL PERMANENT BRACING/S REQUIRED. S000 FOR WIND DESIGN DATA. DETAIL 2. END JOINTS THE ROOF SHEATING SHALL BE STAGGERED AND 2. "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING OCCUR OVER FRAMING MEMBER. PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. 3. IF A PNEUMATIC NAILER WITH FASTENER SIZE LESS THAN .131 "0 X 2 1 /2" IS USED. THE CONTRACTOR MUST CONTACT THE ENGINEER OF STUD /SILL PLATE DETAIL RECORD FOR AN EQUIVALENT NAIL SPACING. REQUIRED MINIMUN PERMANENT TRUSS BRACING PLAN GABLE ROOF SHEATHING - NAILING SCHEDULE 16-0011 NO SCALE 16-005] 6-007] 16-004 NO SCALE li li f, LI 5/8 EXTERIOR GRADE SHEATHING t l I l i I I w l I I I II PLYWOOD SHEATHING FASTEN TO II II II o ol! II II /TO TRUSSES PER NAILING SCHEDULE ! Lf z w SIMPSON CLIP 5 8" T1-11 PLYWOOD j o J!' ! ! SIMPSON TRUSS TIE DOWN / I (n w , i I z _ I I TYPE H2.5A TYP. w Q' I AT EACH RAFTER 12 HEATAL20 + TSS MOISTURE vwi i i it SEE BARRIER w _ __ __ _ PLAN 1/2 PLY WOOD I I II PLYWOOD SHEATHING 12 FPERFORATED VINYL I. I - s.E I f f �y SEE ARCH SOFFIT WEB MEMBERS PER TRUSS MNFR R Xo„ I NQw' I I I • FOLD HETAL STRAP OVER # II '" TOP OF TRUSS IF REQ. LI LI I. LI LI n II II zf, if it i i WOOD BEAM MINIMUM 2 X 4 CROSS LI Lf LI f SEE � PLAN f I si BRACING (SEE PLAN FOR_' . LOCATIONS) 2X6 BLOCKING, 16" O.C. / (2) 16d PER JOINT WOOD RAFTER CONT BOND BM NOTES: 2 COURSES) r::, 'I I' SEE PLAN 2X6 RUNNER 1. SEE STRUCTURAL NOTES FOR SHEATING SPECIFICATIONS AND WIND SPEED. 010 R.S.Y.P RAFTER 2. END JOINTS OF THE WALL SHEATING SHALL BE STAGGERED AND 2X10 R.S. CEDAR FASCIA OCCUR OVER FRAMING MEMBER. CONTINUOS BOTTOM CORD BRACING 1 X 4 MIN. 3. PROVIDE INTERMEDIATE BLOCKING AT JOINT LOCATIONS WHERE NO 8" CMU WALL FRAMING OCCURS. 4. SHEATHING & NAILING SCHEDULE: 15/32" 10d COMMON NAILS ® 4" OC ® PANEL EDGES. CROSS BRACE DETAIL 19/32" 10d COMMON NAILS ® 6" OC ® INTERMEDIATE SUPPORT. TRUSS CMU WALL CONN DETAIL CF7 SECTION AT PATIO SOFFIT WALL SHEATHING RAFTER CONNECTION BEAM DETAIL SCALE: N.T.S. SCALE: N.T.S. NAILING SCHEDULE 6-008 NO SCALE 6-010 NTS 16-017� 6-0181 16-01 E 11 �\\j V i6ev 1111 kN11 I N, V 11 10'-0" TO 15'-0" 10'-0" TO 15'-0" MAX. MAX. FOOTING SCHEDULE MARK SIZE THICKNESS BOTT. REINF. EA. WAY U.N.O. REMARKS F3.0 3'-0" X 3'-0" 1'-6" 6-#4 F4.0 4'-0" X 4'-0" 1'-6" 5-#5 WALL FOOTING/THICKENED SLAB SCHEDULE MARK SIZE THICKNESS REIN O T. F REIN TRANSV. REMARKS WF2.0 2'-0" X CONT. 1'-4" 3-#5 #4 ® 24" TS-1 1'-O" X CONT. 1'-4" 2-#5 #4 ® 24" TS-1.5 1'-6" X CONT. j 1'-4" j 2-#5 1 #4 ® 24" TIMBER COLUMN SCHEDULE COL MARK COLUMN SIZE BASE PLATE SIZE REMARKS T1 T5 6 X 6 WD POST ABU66 SIMPSON POST BASE STEEL COLUMN SCHEDULE MARK COIZE N BASE PLATE SIZE REMARKS S� Q 3"0 SCH. 80 PIPE PL3/4"x10"xO'-1O" NOTES: 1. FOR DETAILS OF BASE PLATES AND ANCHOR BOLTS, SEE TYPICAL DETAILS. 10'-0" TO BOTTOM CHORDS 15'-0" MAX. 10'-0" TO 15'-0" 10'-0" TO 15'-0" 10'-0" TO 15'-0" NOTE: SOME CHORD AND WEB MEMBERS NOT SHOWN FOR CLARITY. AR H(n HUj O Q W z Z J.0 O cnujxc U FnUIOV) i V) OxZO W c5 (norm w O xxzaC cnwQ~ O �ONO M Q Z cn _Z F- �- U Z W ozNQ Z �o�Z O cn U x ZO I- V)o F L O to vi 0 3 O§Cr wOZ Z Z QZU Z OZOO a- W Jwwv) QOUN Z � QX�^ m FF(,--�aZ O W W Z J =HO_j L►.U=WwW O Qxm-J V) Q� U XQZx W_ O w -< WO _U00 V)Z m W �Y O Z X-JL_ O — O—ZUO Z NIANDO A. CASTELLON, P.E. FL. LI C. No. 43453 0 a "T Io LO LO O N I C) c 00 O O v v 0 s a O C c U0 IZ 00 - DN M O O _0 U � � 0o ' u c 0 � O � s C L 0 0 L 0 LO � <n O Z_ Z (40 _O N O O �9 o Of J W n N^N NO WSW F Z OBE d N,�ooc z LLIQUZ 9owm a � U W c�goo 4, (n12A is N Qano� O' C4Pei IOAF-ODi W Qc copyright revisions: drawn: checked: date: prof. no: 140 LO s 'O >' O s NO Q '-O N sc/d m rd 1-15-08 P07-15B S3.04 P:\2000 Projects\2002 R K Collaboratfve\2002-010 Sonnys Prototype - Zephyrh111s\Sdwg\S3.01 thru S3.05.dwg, 2008-02-27 1:36:27 PM, Noel Signature Date i I I I I i e' sin .-fI i I I 1 r n1 1 1 1 III 1 1 111111 1 I'll I. Ili ' __ I I I I I I I I 1RI I��nE n I I i i:n�n i 2X4 PURU O.C. SEE F 4x10 RAFT O.C. SEE F 1/2" PLYM SHEATHINC SIMPSON F P.T. BEAM SEE PLAN P.T. COLUI BEYOND, E CONCRETE GRADE. SE COL. F001 BEYOND, f - -------------------- I I I I I I I I I I I I I I I I I I �—---------------------- -I 2X10 P.T. PLATE ATTACHED W/-1/2-0 ANCHOR BOLTS AT 32" O.C. MAX — EL- 18'-4" TOP/WALL 8" BOND BEAM W/ (1)— #5 CONT BARS HALF HIGH BLOCK AS NEEDED JOIST BRIDGING SEE PLAN STEEL JOIST SEE PLAN METAL ROOF DECK SEE PLAN 8" BOND BEAM W/ (1)— #5 CONT BARS EL= VARIES SEE PLAN U.S.M.D. PROVIDE BRICK RELIEF ANGLE ABOVE RAFTERS. SEE TYP. DTL. 4-030/S3.02 SIMPSON HGAM10 GUSSET ANGLE PER SIMPSON CATALOG AT EACH RAFTER 8" CMU WALL. SEE PLAN FOR REINF. VERT. REINF. W/ STD. HOOK AT TOP 8" BOND BEAM W/ (1)— #5 CONT BARS 8" PRECAST LINTEL SEE 4-031 /S3.02 i, EL.- (6'-0") BOT/UNTEL OPENING, SEE ARCH 8" BOND BEAM AT 4'-0" O.C. VERTICALLY W/(1)- #5 CONT BARS TYPICAL i. EL= (2'-8") TOP/BOND BEAM VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN- 1/2- THICK PREMOLDED JOINT FILLER MAT'L. EL= 0'—Ow TOP/FIN FLOOR GROUT CELLS SOLID -------- BELOW CONCRETE SLAB- EL.- _ w TOP/CONIC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. -- 71building section S4.01 scale: 3/4"=1'-0" -I_ Q CONT. 2X10 + CONT. 2X8 TOP PLATE, SEE ARCH — 2 SIDES OF 1 /2" PLYWOOD SHEATHING SEE PLAN JOIST BRIDGING SEE PLAN METAL ROOF DECK SEE PLAN I SIMPSON HGA10 TIE W/ (4)-3/16" SELF DRILLING SCREWS TO ANGLE DECK CLOS. & (4) SDS 1 /4"x 1 1/2" SCREWS TO TRUSS I U.S.M.D. i STEEL JOIST SEE PLAN 2X8 AT 16" O.C. STUD WALL 1 BOT. OF 2X8 WALL STUDS TO CONT. 2X8 SOLE PLATE PER TYP DTL. 6-004 ON CONT. L4x4x1/4 I DECK CLOSURE I JOIST BRIDGING SEE PLAN METAL ROOF DECK _SEE._PLAN_ i4----- JOIST BRIDGING SEE PLAN �r !I DBL. STEEL JOIST SEE PLAN ON 2X8 WALL I _ _._ `I' TOP / / / — — — — — — — — — — — — CONT. 2X8 BOT. PLATE THRU-BOLTED TO TOP CHORD OF STL. TRUSS W/-1/2"0 A36 BOLTS AT 32" O.C. TYP. OL EL.- 13'-101 2" U.S.M.D. i CONT PLATE 1/8"x12" X CONT. WELDED TO BOTH STL. JOISTS I ! � ! I � � � ! v d S2 build-ing section S4.01 scale: 3/4"=1'-0" /'s3 building section �t�ol scale: 3/4"=1'-0" ARMANDO A. CASTELLON, P.E. FL. LI C. No. 43453 OOIq 1-O In LOCO -4— � 0 c0:) 0 0 v v (1) c v O `~ O m c- Iz C C U� Q _ O N 00 C CN �' O UO � N _D C O U O � u C v � v 0 L0 � o (3 Z_�7t o 1� V (mow g CV � 0 Z(1 � r o o J W W5W Z NnN oHg N d Z V) gjn V V)z0 L.2M <0z 9-- a �Uw �0%j �G� v a. C4 aCq Cq LOW X Pei Lf) CD © copyright revisions: drawn: checked: date: prof. no: CV mot' LO co -2 CM v > -0 a), � C O O _ to v — rn -C 110 >- O s �O CL �O N sc/d m rd 1-15-08 P07-15B S4.01 Signature Date P:12000 ProjectsX2002 R K Calleboretive\2002-010 Sonnys Prototype - Zephyfillls\Sdwg\S4.01 thru S4.06.dwg, 2008-02-271:40:18 PM, Noel L__ I " - - I - — 2T DIST. FA OF CMU -0E--GABLE-IE)4D--- SIMPSON H2.5 STRAP AT EACH TRUSS 3/4- PLYWOOD SHEATHING SEE PLAN 2X4 FASCIA BOARD, CONT. 2X4 OUTRIGGERS SIMPSON LUS24 BUCKET TO CARRY EA. OUTRIGGER TYP. 1/2- PLYWOOD WALL SHEATHING GABLE END TRUSS HEIGHT TO BE REDUCED TO ACCOMMODATE 2X8 NAILER AND OUTRIGGERS 2X4 STUD WALL AT 16" O.C. DIAG. GABLE END BRACING TO BE DESIGNED BY FLORIDA REGISTERED P.E. TO TRANSFER 200 PLF FROM TOP OF CMU WALL TO TOP CHORD TRUSS DIAPHRAM (2)-SIMPSON GBC CLIPS MIN. PER LOCATION -2X8 CONT. NAILER EXP. BOLTED TO CMU WALL W/-3/4"0 EXP. BOLTS AT 16" O.C. EL- (11'-4") TOP/WALL -8" BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ SM. HOOK AT TOP 8" CMU WALL. SEE PLAN FOR REINF. VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN THICK PREMOLDED 1/2 JOINT FILLER MAT'L. GROUT CELLS SOLID BELOW CONCRETE SLAB EL= (0'-0m) TOP/FIN FLOOR CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. mk EL= (-2'-0n) TOP/CONC. FOOTING _s4building section 1.S4�02 scale: 3/4"=1'-0" ROOFING MATERIAL SEE ARCH. DWG'S.- 1/2" PLYWOOD SHEATHING 8" 20 GAGE METAL STUD RAFTERS AT 24" O.C.— SIMPSON TIE SEE TYP. DET. 6-017 ON SHEET S3.04 — EL= (11'-4" `f TOP/WALL DBL. 8* BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ SM. HOOK AT TOP 8* CMU WALL. SEE PLAN FOR REINF. VERTICAL DOWELS TO MATCH WALL REINF.- CONCRETE SLAB ON GRADE. SEE PLAN 1/2- THICK PREMOLDED JOINT FILLER MATL. ---L.= (0'-0*) rOP/IFIN FLOOR GROUT CELLS SOL___TD BELOW CONCRETE SLAB ,kEL= (-2'-0w) TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. 2X10 P.T. PLATE ATTACHED W/-1/2-0 ANCHOR BOLTS AT 32" O.C. MAX---------. 4, EL= (22'-8m) TOP/CMU WALL 8- BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP METAL ROOF DECK SEE PLAN tL.= tic _U U.S. METAL DECK STEEL JOIST & BRIDGING SEE PLAN 8" CMU WALL. SEE PLAN FOR REINF.------ 2X8 CONT. LEDGER ATTACH TO CMU W/ (1)-5/8-0 SIMPSON TITEN HD AT 32" OC MIN 4" EMBED. SIMPSON LSSU210 AT EA. RAFTER, TYP DBL 8- BOND BEAM W/ (1)- #5 CONT BARS DBL 8- BOND BEAM W/ (1)- #5 CONT BARS ,k EL_ (11,-4m) BOT/LJNTEL 8" PRECAST LINTEL SEE 4-031/S3.02 j '1- 4 T 14 a. 4 A 4 4 + I + + 4 4 + + 4 ,- + + -4, + 4 + + + 4 t i 4 + + + 14 + 4 4. 4 i 4 + ; + + + + + + + 4 + 4 4- 4 4 -4 4 4 + 4- + + 4- + + + A-1 -J X _x. X X ----- A A r* s�5 building section �O2 scale: 3/4"= P-O" IN _2X10 P.T. PLATE ATTACHED W/-1/2-0 ANCHOR BOLTS AT 32" O.C. MAX ,k EL- (22*-8") TOP/CMU WALL 8m BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ SM. HOOK AT TOP 8" CMU WALL. SEE PLAN FOR REINF. —JOIST BRIDGING SEE PLAN — METAL ROOF DECK SEE PLAN OL EL- (18'-Ow) U.S.M.D. 80 BOND BEAM W/ (1)- #5 CONT BARS CONT. L3x3x1/4 DECK CLOSURE. WELD TO JOIST METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN DBL 8- BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ 8* CMU WALL SEE PLAN FOR REINF. VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN 1/2THICK PREMOLDED JOINT FILLER MATL F T TOPMN FLOOR GROUT CELLS SOLID BELOW CONCRETE SLAB mk EL. (-2*-0") TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. 2X10 P.T. PLATE PER ARCH ATTACHED W/-1/2-0 ANCHOR BOLTS AT 32" O.C. MAX 8- BOND BEAM W/ (1)- #5CONT BARS OL EL= (14!-40) F-F TOP/WALL METAL ROOF DECK SEE PLAN IC20 FL- (12'-2 1/20) U.S. METAL DECK TRIPLE 8" BOND BEAM W (1)- #5 CONT BARS STEEL JOIST SEE PLAN VERT. REINF. W/ SM. HOOK AT TOP T 8* CMU WALL. SEE PLAN FOR REINF. VERTICAL DOWELS TO 04 MATCH WALL REINF. 0 w CAI CONCRETE SLAB ON CL * GRADE. SEE PLAN THICK PREMOLDED 9__._.._____' 1 1/2 w JOINT FILLER MAT'L. OL EL- (0#-0w) A TOP/IFIN FLOOR & " A CELLS SOLID BELOW CONCRETE SLAB gkEL- (-2'-0w) TOP/CONC. FOOTING .14 4 ..4 CONT. CONCRETE WALL 4FOOTING. SEE PLAN FOR ; SIZE AND REINF. � �s6 building section �t�O2 scale: 3/411=11-011 ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 12 0 a) to LO 0 N r-, — _+_ 01 tx� O 0% 10 coo coo r_� rl� 11q, IT 0 x C C3 0 o_ - U� 0 0 00 D C%4 C CY) Q O > a 0 -a U (D >_ r (D 0 U 0 -0 U to (1) 4- N 0 =) to in 0 (3 z 0 C4 — 0 C" I 0 Z V) CS1 0 F= of _j Ld 0 OD 04 i-: C14 I Uj :) Lj (n ., vi - E 0 (n to w 0 Z V) z w fn 0: 0 <0z 0 LLJ 9- a L L umq-s 71 Cc co 64 i, , e COD 04 M w to;5 0 110m w C) copyright revisions: 0 A drawn: checked: date: prof. no: CN > 0 0 "o > 0 -C 110 a - No sc/dm rd 1-15-08 P07-15B S4.02 Signature Date RMOO Projects\2002 R I(Callaborative\2002-010 Sonnys Prototype -Zephyrhllls\Sdwg\S4.01 thru S4.06.dwg, 2008-02-27 1:40:03 PM, Noel �w ��e�� e ■■ws►i■� u�>tu �� 2X10 P.T. PLATE ATTACHED W/-1/2"0 ANCHOR BOLTS AT 32" V. ""' EL= TOP/ 8" BOND (1)- #5 C ADD CUT (HALF HIG STEEL JOI: SEE PLAN METAL RO SEE PLAN EL- U.S.h TRIPLE 8" (1)- #5 ( VERT. REII STD. HOOT 8" CMU V PLAN FOR VERTICAL MATCH Wj CONCRETE GRADE. SI 1 /2" THIC JOINT FILI EL= TOPS GROUT CE BELOW C( EL. — TOPS CONT. CO FOOTING. SIZE AND S� building section S4.03 scale:3/4"=1'-0" 8"-20GA MTL STUD RAFTER AT 16" O.C. SEE PLAN SIMPSON TIE SEE DTL. 6-017 ON SHEET S3.04 =L= (11'-4") rOP/WALL DBL. 8" BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP VERTICAL DOWELS TO MATCH WALL REINF. 8" CMU WALL. SEE PLAN FOR REINF. CONCRETE SLAB ON GRADE. SEE PLAN 1 /2" THICK PREMOLDED JOINT FILLER MAT'L. EL= (0'-O") TOP/FIN FLOOR GROUT CELLS SOLID BELOW CONCRETE SLAB EL- (-2'-0") TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 iOO 'q- %O O � to O (D r�' n r � 01 O 10 e t\ � CD C)c o o `~ s Orn c C c U� 0- C:) ao c N N M O o -0 U CD C` a U � U Lr) Q � 0 0 1-0 to O (3 Z_ f� V w _0 S N O Z V) N cN J W W W NnN N 0 NE z V)Z0'x' a 00 Q0Z P4a``v a � U W NCA 6 N Inama CN Ina. C4QMW V to unHOD X W © copyright 0 L revisions: FAI drawn: checked: date: prof. no: N d' LO M L M 0 0 > O O O ,} _ N 0 - -L O CL NO N sc/dm rd 1-15-08 P07-15B S4.03 P:\2000 Pmjects\2002 R K Collaborative\2002-010 Sonnys Prototype - Zephyrhllls\Sdwg\S4.01 thru S4.06.dwg, 2008-02-27 1:39:47 PM, Noel Signature Date ■ -- I I t t 1 111111114111111 11 1 1 f f 't 1i I I II I I 11 IMF, I I I ! I lll>Qtll SEE ARCH FOR FASCIA INFO - 2X8 P.T. PLATE ATTACHED W/-1/2*0 ANCHOR BOLTS AT 32" O.C. MAX EL= 22'-8" TOP/WALL 8" BOND BEAM W/ (1)- #5 CONT BARS STEEL JOIST SEE PLAN METAL ROOF DECK SEE PLAN EL= 18'-21 2" U.S.M.D. 8" BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP CANOPY BEYO, SEE BUILDING SECf1 N 5 FOR ADDITIONAL .*ALL REINF. 8" BOND BEAM AT LOCATION OF CANOPY BEYOND ONLY. SEE NOTE ON S13 SHEET S4.07 FOR BALANCE OF INFO. 8" CMU WALL. SEE PLAN FOR REINF. VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN 1 /2" THICK PREMOLDED JOINT FILLER MAT'L. OL EL- (0'-0") TOP/FIN FLOOR.. _-- ---�- __-- GROUT CELLS SOLID BELOW CONCRETE SLAB _ (-2'-0" Y TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. G i i i I i I a { i 4 1 r I k I 1 i P I Y I i i t i i d. .} i. + C 1 4 }. . + �. + N i 1- + 1- + I- i J W + t 1 i_ ti I I M tl. N O + + + + + + + + + + + L + + + + + + + .}_ 1 + + + i + + i- i- + + i.i- 1 i W + + i- + + + r + i- + of Nil S8 S4.04 hi iilrlinri cArtinn 'IWO 0 T Of ATE" ATTAlILJ«1 3"-20GA MTL. STUD 4T 16" O.C., SEE PLAN SIMPSON TIE SEE TYP. DET. 6-017 3N SHEET S3.04 ;L= (11'-4") OP/WALL 3" BOND BEAM W/ ;1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP 3" CMU WALL SEE 'LAN FOR REINF. VERTICAL DOWELS TO HATCH WALL REINF. "ONCRETE SLAB ON 3RADE. SEE PLAN 1/2" THICK PREMOLDED JOINT FILLER MA rL ',ROUT CELLS SOLID 3ELOW CONCRETE SLAB ,I = In'-n") OP/FIN FLOOR FONT. CONCRETE WALL 'OOTING. SEE PLAN FOR SIZE AND REINF. 'I = (-9'-n") 'OP/CONC. FOOTING NDO A. CASTELLON, P.E. = L. LI C. No. 43453 CT � IO LO L0 O •� r c LO LO O • 0")� `O O O � IT c O O s� s CL c c c U� CL _ O 00 C CV O0 > � (1) o � u c �. O N U i LO � vi v tx) vio U Z_ o (� Z (n N O O N a c of Jof LIJ n O N n N N W Lv F- to ? or'; E O (n In z V)z0 0 MQ1-i QOZ oLo a N�M 9 N QCOIII I W �Q�U m © copyright 0 L revisions: FAI drawn: checked: date: prof. no: sc/d m rd 1-15-08 P07-15B S4,04 P:12000 Projects'`2002 R K Cofleborative\2002-010 Sonnys Prototype - Zephyrhllls%Sdwg\S4.01 thru S4.06.dwg, 2008.02-27 1:39:35 PM, Noel Signature Date P.T. 400 RAFTER AT 48" O.C. SEE PLAN P.T. 2X4 PURLINS AT 16" O.C. SEE PLAN (2)-SIMPSON HGA10 CLIP! ONE PER SIDE OF 4X10 ATTACHED TO TB-1 PER MANUF. SPECS. P.T. 1 /2" PLYWOOD SHEATHING SEE ARCH FOR FASCIA INFO P.T. TB-1 BEAM SEE PLAN P.T. COLUMN SEE PLAN - CONCRETE SLAB ON GRADE. SEE PLAN - I dX d d 1. r------ =-------------f---I I j I I I COL. FOOTING I 1 BEYOND, SEE PLAN - I I I r I L-----------------------i I 12 SEE ARCH cam.= ►y-i ii. TOP/P.T. BEAM 4X10 RAFTER (4)-16d NAILS EA. SIDE OF 4X10 TO STUD (2)-2x8 VERT. STUDS- (2)-2x8 VERT. STUD AT EVERY RAFTER LOCATION 1/2" PLYWOOD SHEATHING (2)-SIMPSON HGAM-10 CUPS ONE PER STUD = 11' TRUSS BI BDL. 8" BOND BEAM W/ (1)- #5 CONT BARS — VERT. REINF. W/ STD. HOOK AT TOP — I.T___ it j i I Ii I 4� -- - - ----- (2)-SIMPSON HGAM-10 CLIPS ONE PER STUD CMU WALL BELOW SEE PLAN CONNECT RAFTER TO ROOF TRUSS W/2 3/8"0 CARRIAGE BOLTS TYP. WOOD ROOF TRUSSES SEE PLAN --------- -. --- ---- -- - -- - - - _..--- - --- -- - a"- emu SEE - PLAN FOR REINF. i VERTICAL DOWELS TO I - MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN i 1/2" THICK PREMOLDED JOINT FILLER MAT'L. i ---- - -,j EL - SLOPE 0'-0" I i TOP/FIN FLOOR PER ARCH 0 °X--�—' '--X -X—�-X ° X -x.- e . GROUT CELLS SOLID BELOW CONCRETE SLAB (-2'-on) [3f TOP/CONIC. FOOTING . d CONT. CONCRETE WALL a FOOTING. SEE PLAN FOR d da SIZE AND REINF. a r'sq" building section S4.05 scale: 3/4"=1'-0" 8" 7C ` 77 WOOD ROOF TRUSSES SEE PLAN 1/2" PLYWOOD SHEATHING SIMPSON TIE SEE TYP. DET. 6-018 ON SHEET S3.04 EL- (11'-40) TRUSS BRN'G TRIPLE 8" BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP ik EL- (8'-80) BOT/1UNTEL •8" PRECAST LINTEL SEE 4-031 /S3.02 OPENING, SEE ARCH (3'-4" TOP/BOND BEAM 8" BOND BEAM W/ (1)- #5 CONT BARS 8" CMU WALL SEE PLAN FOR REINF. VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN 1 /2" THICK PREMOLDED JOINT FILLER MAT'L. ik EL- (0'-00) Y TOP/FIN FLOOR GROUT CELLS SOLID BELOW CONCRETE SLAB TOP/CONIC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. rs_13N building section �O5scale: 3/4"=1'-0" A MTL. STUD AT 16" O.C. kN CONT BARS ERT. REINF. INTO ;LAB AT M.O. TE SLAB ON SEE PLAN SLAB EDGE W/ CONT. BAR CELLS SOLID CONCRETE SLAB 1 DOWELS TO WALL REINF. 4C. FOOTING ;ONCRETE WALL SEE PLAN FOR ID REINF. ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 L_ OO 'q- *'0O LO � .� O ^ LA r C O C4 00 c O t � C .E C IZ O N QO N � ` O �� U Q o o 0 U - O N 7 -. s3 LO to O U Z o V w to 04 J w o ^N N N wow F— V) Z 2 MOD Z V)Z5 D:"'! 3 <0z 5otLm a MOw �9go, toa!A 9 0 inae° mw u� OD 2 © copyright r� revisions: 0 0 drawn: checked: date: prof. no: CV M a a > N , _O 0 ``- _ N O — i� -C 'O >` O -� CL `O N sc/d m rd 1-15-08 P07-15B S4.05 P:\2000 Pro)ects\2002 R K Collaborative\2002-o1 o Sonnys Prototype - Zephyrhllls\Sdwg\S4.01 thru S4.07.dwg, 2008-02-27 2:24:39 PM, Noel Signature Date I I "I E ?1 In 2x8 VERT. STUD AT EVERY RAFTER LOCATION W/(4)-10d NAILS AT EVERY RAFTER TO VERT STUD 1/2" PLYWOOD SHEATHING SIMPSON HGAM10 TIE FROM TRUSS TO BOND BEAM TRUSS BRN'G TRIPLE 8" BOND BEAM W/ II, (1)- #5 CONT BARS p VERT. REINF. W/ STD. HOOK AT TOP 8" PRECAST LINTEL }` SEE 4-031 /S3.02 BOT LINTEL��--�_______._ �7.Et E; 1 I it OPENING, SEE ARCH 8" BOND BEAM W/ (1)- #5 CONT BARS i EL.- 3'-4" TOP/BOND BEAM VERTICAL DOWELS TO i MATCH WALL REINF. 8" CMU WALL. SEE PLAN FOR REINF. I CONCRETE SLAB ON GRADE. SEE PLAN 1/2" THICK PREMOLDED JOINT FILLER MAT'L. 4 _ i B ,an A �— - —__ _7. TOP GROUT CELLS SOLID BELOW CONCRETE SLAB EL,- (-2'-0" Y TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. S>> building section S4.06 scale: 3/4"=1'-0" L-----------------------i PURLINS AT 16" SEE PLAN RAFTERS AT 48" SEE PLAN " PLYWOOD ATHING -% EL- (9'-7 1 /2") TOP/P.T. BEAM ) - SIMPSON HGAM-10 .IPS. ONE EACH SIDE . 4x10 RAFTER TYP. 7ACHED TO P.T. BEAM ID RAFTER PER MANUF. 'ECIFICATIONS T. BEAM :E PLAN COLUMN PLAN CRETE SLAB ON ,DE. SEE PLAN " THICK PREMOLDED IT FILLER MAT'L. . FOOTING OND, SEE PLAN 2X8 P.T. PLATE ATTACHED W/-1/2"0 ANCHOR BOLTS AT 32" O.C. MAX EL- (16'-0" `r TOP/WALL 8" BOND BEAM W/ (1)- #5 CONT BARS 8" CMU WALL. SEE PLAN FOR REINF. METAL ROOF DECK SEE PLAN CONT L6x4x5/16 (LLV) DECK SUPPORT W/ 3/4" /� DIA. EXP. BOLT AT 24" O.C,� GROUT CELLS SOLID--�— STEEL JOIST SEE PLAN - SEE S13 ON SHEET S4.07 FOR BALANCE OF AWNING INFO. — VERT. REINF. W/ STD. HOOK AT TOP - 8" PRECAST L9 SEE 4-031 /S3. OPENING, SEE ARCH CONCRETE SLAB ON GRADE. SEE PLAN - BEND VERT. REINF. INTO CONC. SLAB AT M.O. — THICK. SLAB EDGE W/ (1)- #5 CONT. BAR — GROUT CELLS SOLID BELOW CONCRETE SLAB EL- (-2'-0" `r TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. ROOFING MATERIAL SEE ARCH. DWG'S. 1/2" PLYWOOD SHEATHING PROVIDE 2x8 BLOCKING BETWEEN EACH TRUSS- #10 x 2" LONG TEK SCREW AT EACH VALLEY IN METAL DECK P.T. TRUSSES SEE PLAN SIMPSON TIE PER DTL. 6-018 ON SHEET S3.04- METAL ROOF DECK SEE PLAN EL- (-2'-0" Y TOP/CONC. FOOTING CONT. CONCRETE WALL FOOTING. SEE PLAN FOR SIZE AND REINF. rS12 building section S4.06 scale: 3/4"=1'-0" ARMANDO A. CASTELLON, P.E. FL. LIC. No. 43453 (D to .2 U') LO O r > Ln LO 0 0% • 10 0, co � � 0 O s � O UQ O - a) 00 C N M O >� U � L '� a� o U o 0 s 0 c LO a � 0 a Lr) O (3 Z 0 f� V w Q - O � 0 Z V) M c O o jIx w NnN N Lv �'W^^ toVI E i �Mx Q Z v m O � < 0 W a ® t1 U — C N4M� N 00 aao�00 5 W todi i< o� w © copyright revisions: 0 0 0 drawn: checked: date: prof. no: N 't' LO M c") 0 > O O CY) s 'O O s 110 a "O N sc/d m rd 1-15-08 P07-15B S4,06 P:t2000 Projects\2002 R K Colleborative\2002-010 Sonnys Prop+type - Zephyrh111st.Sdwg\S4.01 thru S4.07.dwg, 2008-02-27 2:26:10 PM, Noel Signature Date I I III I -r 11 1 F `F I ! it1 II + +. 1 1. 1 1 1 _ I I III I w 1 11 111 111 11 i OIPll"111"NI �IAILAw I Y I I I 1 1' ' 1 I I' _ _ I, I I 141II Hr1 1 11 ptgl III EL- 24'-8' TOP/WALL 2X8 P.T. PLATE ATTACHED W/-1/2"0 ANCHOR BOLTS AT 32" O.C. MAX 8" BOND BEAM W/ (1)- #5 CONT BARS VERT. REINF. W/ STD. HOOK AT TOP METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN I I I 5-20 3.0 , I I EL = 18' -2 1 2w U.S.M.D. I ' I 8" BOND BEAM W/ (1)- #5 CONT BARS HANGER PER ARCH��/'` TSN STIFF CLIP CL600-4A W/-(14)-#12 SCREW, (PATTERN 8) PER,NUF. SPEC. L (H) PLATE W/-1 /2 EXP ANCHOR INTO GROUT,,LED CMU - Yc- Q40P/BOND BEAM 46GA MTL STUD CANOPY AT 1�" O.C. --------------------- =- { ;/Fi TRIPLE 8" BOND BEAM W/ (1)- #5 CONT BARS EXTEND BARS TO THE NEAREST VERTICAL REINFORCEMENT EACH END OF CANOPY 8" CMU WALL. SEE PLAN FOR REINF. - VERTICAL DOWELS TO MATCH WALL REINF. CONCRETE SLAB ON GRADE. SEE PLAN 1 /2" THICK PREMOLDED JOINT FILLER MAT'L., i, ELffi (0'-0") TOP/FIN FLOOR U M N N O a. w 0 + I 1 1 _ I GROUT CELLS SOLf6_`m, � T_ BELOW CONCRETE SLAB—i I II Ili= 'll�� 11I 111�-111= hIII_III_ ili 11IIIIlil-III Iil` Ilhili-L; li1II - I!I IIL- 77 - EIL_ - ._ . TOP/CONC. FOOTING a I 1 CONT. CONCRETE WALL FOOTING. SEE PLAN FOR as SIZE AND REINF.-.::-_:._ 'r__ v �. s13 building section �01 scale: 3/4"= P-0" 0 'w 2X10 P.T. PLATE ATTACHED W/-1/2"0 ANCHOR BOLTS AT 32" O.C. MAX--_ i1 EL= (18'-4") TOP/WALL 8" BOND BEAM W/ (1)- #5 CONT BARS HALF HIGH BLOCK AS NEEDED METAL ROOF DECK SEE PLAN EL.- (14'-10 1 /2w' U.S.M.D. 8" BOND BEAM W (1)- #5 CONT BA STEEL JOIST / ks SEE PLAN 8" LIGHTGAGE MTL STUD RAFTERS, SEE PLAN 8" CMU WALL. SEE PLAN FOR REINF. - VERT. REINF. W/ STD. HOOK AT TOP `x�iIfTam4m][AFAtfflawl 7 W/-1/2-0 ANCHOR BOLTS AT 32" O.C. MAX 22'-8" TOP/CMU WALL ' 8" BOND BEAM W/ j (1)- #5 CONT BARS VERT. REINF. W/ i STD. HOOK AT TOP I �I 8" CMU WALL SEE PLAN FOR REINF. JOIST BRIDGING SEE PLAN i METAL ROOF DECK SEE PLAN E .= VARIES U.S.M.D. _ i -___ _: ; I 8 BOND BEAM W/ (1)- #5 CONT BARS SEE PLAN U.S. METAL DECK STEEL JOIST & BRIDGING SEE PLAN TRIPLE 8" BOND BEAM W/ (1)- #5 CONT BARS CONT. L3x3x1 /4 DECK CLOSURE. WELD TO JOIST METAL ROOF DECK SEE PLAN STEEL JOIST SEE PLAN I = 11'-4" BOT/LINTEL 8" PRECAST LINTS SEE 4-031 /S3.02 YYY Y IjYY� ------- -- - OL EL- 2'-8" TOP/BOND BEAM I o BEND 1VERT. REINF. INTO CONC. SLAB AT M.O. VERTICAL DOWELS TO i ,,• W MATCH WALL REINF. CONCRETE SLAB ON (n I ! GRADE. SEE PLAN I _ a 3 n- '� I I i I l CONIC ETE SL/MB ON I 'GRADi SEE PLAN 1 /2" THICK PREMOLDED w w JOINT FILLER MAT'L. T" o _ I I EL= -0 TOP/FIIV-FLOOR EL- 0'-0" � TOP/FIN FLOOR a -a..X.`Ai° a aa, I GROUT CELLS SOD /711 BELOW CONCRETE SLAB G� RO�_I U� .T _I. CELLS OLID BELOW CONCRETE SLAB III I_-�► i E w 1 ==1 I I_�I I l I '- _- I I. I I h 'III —I I ��• I I( III — I OL EL_ - ' -0w I I _ — I , I EL- -2'-0" TOP/CONC. FOOTING I I-�y Y A I TOP/CONIC. FOOTING CONT. CONCRETE WALL "a I I —III a a l CONT. CONCRETE WALL FOOTING. SEE PLAN FOR d ea ea FOOTING. SEE PLAN FOR SIZE AND REINF. ) I I___ (I I =I, ! j- SIZE AND REINF. s14 building section S15 building section S4.07 Sr:ale: 3/4"=1'-0" S4.07 scale: 3/4"=1'-0" ARMANDO A. CASTELLON, P.E. FL. LI C. No. 43453 '2 I LO (D O LI) LO o 0 LO � co') O O v x c 0 s O c .c c U0 C1 (1) -I- c CV 0(y) a� U o } c � O -� -a _�e u c �_ C) O 1_0 in U Z_ 0 w OQ C N O J Lv N LLI in^N pi Cj Z �(nM00 < 0 z - 9zo aLa �ULw UQp JO�pocr N S I73 0<_ CC-04 W NQ, V diIAHOD2 W (D copyright revisions: drawn: checked: date: prof. no: sc/d m rd 1-15-08 P07-15B S4.07 Signature ote PA2000 Prajects12002 R K CollaboratNe\2002-010 Sonnys Prototype - Zephyrh111s\Sdwg1S4.01 thru S4.06.dwg, 2008-02-27 1:38:58 PM, Noel I11P n q ''I I, i N 4 EC0 4 EC0 2-WAY 2-WAY 0W • — - 0 v0 0 Lr) PLUMBING KEY NOTES2 PLUMBING SYMBOLS v X o0 0 00 0 02 LEGEND i L� 0`-e,aao 00GT-1 � GL1 2-WAY 12" DOMES11C WATER SERVICE WITH SHUT-OFF VALVE IN SERVICE SOIL PIPE OR WASTE PIPE z o 0 DENSATE DRYWELL BOX WITH CAST IRON COVER. FIELD VERIFY. VENT PIPING \+-ig- —_I-I — �_/ .-- •- - �-�—_- 6I1-0 _ -- IIIIIIII1 IIIIIIIIIIIIIIIII to Mc.1a_N_G I1IIII1IIIIIIIII IIII1III1IIIIII I1I = III - \- - „v- \i IIi11I IIiI11 __�+-IJ�IIIIIIIiiIfIIIIIIIIIIIIII - E 0 LJ __ ?______--__-____-_-__ _ _ _ _ _ _ _ _ _ _- _ _ _ _ _ o - I 11 aA m�a� a 0 aN - a____-__-_-___F 04 El 4SANITARY WASTE PIPING BELOW GRADE REFER TO CIVIL SITE COLD WATER PIPING DRAWING FOR CONTINUATION, FIELD VERIFY. � TEMPEED WATER0 T-T_4GR I -----------4GREASE PIPING BELOW GRADE REFER O CIVIL SITE DRAWING mil2CW --�-� GAS PIPING FROM OUTSIDE (VERIFY TYPE), REFER D SUPPLIER BALL VALVE 2 0- FOR LOCATION, ALL PIPING AND INSTALLATION TO BE PER APPLICABLE -o"GR _ GAS CODES. WCO WALL CLEANOUT a) coCGR 2rGAS ) NfCC7LERSS SS FCFLOOR CLEANOUT o -0 O ON WASLA SMOR VTVENTTROUGH ROOF % c itp -u a] LLT � L o CE RR VESTIBULE T. WOMEN 6" PVCW01 f�]tI T CE _ W r BACK POW-W it ;= 0S 6, j WpWIWaVovo 30GR E I T I C1 ID W yj� 4 GR o WWaflF �' 1 W-2 Ems]01614 WASH J 4 Om T ID T Cl I GR ____STORA pcopyright�_1 2GAS 6" PVC 6" PVC\ ,> 6" PVC 6" PVC ful c— KITCEP 3"GR I 4•SS ® 4GR C7 COOLER 02 ® t34 3 4"CW In SALADBAR 0DRIVE Tn If FJ m -11 - - - - SS 64 OFFICE GOOK LINE -1 2"GAS \6r WAITRESS STATION 61 6'-0" TD-13 OSTAIN t— v Xlk �, °<8 ===J -- - - - - - - - - - - - - 0 -- _ -------__---- BACK BAR 3»SS CARRY -Out 0)3 SS 04SS O CD o"o PATIO =�I �1 4SS HOSTESS WAITING 14 revisions: 1 2-1 1 T I T I T 1) T m 1) T I T 1) T e-_------_--- -_ 4SS @3 ZL - - - - - - - - - - - - - - - -- z Z L-------__----dran: GC ————————— -- — — — checked: HD A7 I I I L _ _ J I L _ _ __I date: 03-21-08 I I prof. no: P07-15B n f W S PLUMBING FLOOR PLAN p=1 scale: 1 /4"= P-O" s 1-1/2-GAS GAS RISER DIAGRAM — PLUMBING NTS GAS PIPING NOTE: ALL GAS PIPING OUTSIDE, ABOVE AND BELOW MOM SHALL BE SCHEDULE 40 BLACK STEEL MATH FRP COATING AND MALLEABLE FITTING& CONTRACTOR SHALL BE RESPONSBLE FOR ALL PIPING FROM THE METER TO ALL EQUIPMENT INCLIAING ALL TRENCHING, BACKFIU, ETC. ALL EIPOSFD PIPING TO BE PAINTED I � r r/ \ \r 111 \ rSS \ 4'S5 \ r PLUMBING KEY NOTESEt NOT USED ❑2 4 SANITARY WASTE PIPING BELOW GRADE REFER TO CIVIL SITE DRAWING FOR CONINUATION. O dR E11NUON BELOW GRADE. REFER TO CIVIL SITE DRAWING O r GAS PIPING FROM OUTSIDE (VERIFY TYPE), REFER TO SUPPLIER FOR LOCATION, ALL PIPING AND INSTALLATION TO BE PER APPLICABLE GAS CODES. PLUMBING SYMBOLS LEGEND SAIL SOIL PIPE OR WASTE PPE — VENT PIPING COLD WATER PIPING TEMPERED WATER HOT WATER PIPING --D�— BALL VALVE woo WALL CLEANOUT FCO FLOOR CLEANOUT VTR VENT THROUGH ROOF �1 r / / \ rGR \ rI r 2'IrGR rGR 1-1/Y I\ 14l JIL r I \ \ raI 'GR \ \ r / 4'GR �I \ I +CGR r \ / 4GmR r rGR 4-GR ES=t OO rGR \ > I I \ram/ W�m rm � 1-1 > rl r Q Y %r 12- I� 'WCO rss \ less \ rss + \ � \ rra� / /I less �J / less 2. / 4'SS L 1 101 \ / u rss r,' rm rss I1-1/2' \ E / u % less 4'SS 2- Irss rl I rss r SANITARY RISER DIAGRAM — PLUMBING NTS CT d- 'IO (D LO LO O I\ I\ O • pip pip "0 O O c a 0 .s � O rn C C C Ua Q O aU 00 CV -0 O0 U �' � a� o ' 14- C �� o s 0 LO 0 LO 0 0 LO O Q copyright OD s So (5 s CL 1.0 0) %o N g I revisions: drawn: GC checked: HD date: 03-21-08 prof. no: P07-15B P-2 I I I I I I 1 11 11 'I I 1 11, 11 11 1 lm I PLUMBING KEY NOTESE PLUMBING SYMBOLS LEGEND r DOMESTIC WATER SERVICE WITH SHUT-OFF VALVE IN SERVICE —SAN-- SOIL PIPE OR WASTE PIPE BOX IATH CAST RON COVER. — — VENT MING COLD WATER PIPING TEMPERED WATER HOT WATER PIPING —>4— BALL VALVE WCO WALL CLEANOUT A FOO FLOOR CLEANOUT VTR VENT THROUGH ROOF / 1-1/4'Hw / 1-1/ 4'HW / A A Sill Q 1-1/4'HW �/ I A 3/4'HW 1-i/4'HW _1/4'H&CW \ / rCW 1 1/4' T 1-1/4'HW&CW-1/4'H&"M 1 1-1/4-CW \ I al \\1-1/47HW \ rC111 1-1/4'T � 1-1/4'HRCW / 1-1/4 CW / 3/4'HW / \-1/4'HW 1-1/4 CW \ \ / fcw \ 3/4-NW \�/ 13/4'Hd#Cw \ 1 1/4 T rCW \ \ I'HW NIS_1 \ 3/4'HW \ \ 1/rT \ \ \ \ 1/2-T 1/2-CW \ rCW / / 1 1/4' T /1'HW \ 3/4'HW 141 / \ ti / \ \ ' 1HW / \ rCw I � A A 1 3/4'CW / O116 1// \ 134 / 3/4� 3/4'H&CW / \ 3/4'CW O 111 / 1'HW n 3 4'HW o / rCIW \ A 193 194 A 3/eCW / 1-1/rCW 1 3/4'HW I- / \ Sal 1-1/rCW 1'CW 1/2'T \ 1/2'Cw / rl-1 1,CW t'HW 141 \ / 3/4'CW 3/4'CW 3/4'HW \ 1/2'T 3/eCWI \ \\ 3/4'HW 3/' �" �t XI i(7fO,a1 109 @ 1 �' ,,rcw 103 /1/2-H&CW 1 �� 1/rT 1/rH&CW ®r BELOW GRADE 0 3/4-CW 111 3/rCW II6 / 116 � 134 DOMESTIC WATER RISER DIAGRAM — PLUMBING SHOCK ARRESTOR SCHEDULE TYPE A SHOCK ARRESTORS - ZURN SHOKTROL, SERIES Z-1700, SIZE f100 1-Cw A 1-1/4-CW 1/2'T 1'CW 1/2"T / / / A 1� 1/r► u L 2 LO Iq NO \/ LO LO O I 0 �� ._ t\ t\ o 0 IV- Iq c 0 O rn s a C 'c c 0 0- CD CIO D CN M O U C .o _� u C O � s aLO C LO v 0 a LO cn O n tU (Y.)_ J st W 0 p, `0 L�� F"FDJ� J a'n(jmC z # -4 Na�MH, Z �, Wc�X��Z� Qc copyright N LO -0 CM L Co > O _N O O ,} s C7 m s L O s Q 1-0N revisions: drawn: GC checked: H D date: 03-21-08 prof. no: P07-15B P-3 PLUMBING GENERAL NOTES: 1. COORDINATE ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING STRUCTURE. IF PENETRATIONS THROUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STRUCTURAL ENGINEER PRIOR TO INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED. 2. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. 3. PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN FIELD. 4. ALL PLUMBING INSTALLATIONS AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FLORIDA BUILDING/PLUMBING CODE 2004 W/2006 UPDATE, ADA, AND FEDERAL CODES, REGULATIONS, APPLICABLE STANDARDS AND AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. 5. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. 6. DRAINAGE PIPING 3" AND LARGER SHALL SLOPE NO LESS THAN 1 /8" FALL PER FOOT. PIPING LESS THAN 3" SHALL SLOPE A MINIMUM OF 1/4" PER FOOT. 7. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZES OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFORE INSTALLATION. 8. ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0" FROM AIR INTAKES. 9. PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTIONS OF DISSIMILAR MATERIALS. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. 11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. 12. WASTE, TRAP AND VENT SIZES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. 13. SOIL, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL MATERIAL AND INSTALLATION PRACTICES SHALL BE IN STRICT ACCORDANCE WITH THE LATEST APPLICABLE STATE AND LOCAL CODES.ALL SOIL, WASTE, & VENT PIPING INSTALLED WITHIN OR PASSING THROUGH FIRE EATEN ASSEMBLIES SHALL BE SERVICE WEIGHT CAST IRON (NO PVC ALLOWED). 14. DOMESTIC WATER PIPING ENGINGER CPVC SCH. 40 PIPE AS DESIGNED FOR DOMESTIC WATER FOR PIPING FOR ABOVE GROUND 15. INSULATE ALL HOT WATER PIPING WITH MIN, R-4 INSULATION MATERIAL. 16. INSULATE ALL CONDENSATE DRAIN PIPING WITHIN BUILDING INCLUSIVE OF ALL EQUIPMENT PIPING RUNOUTS, TRAPS, ETC. USE INSULATION AS OUTLINED ABOVE FOR HOT WATER PIPING. 17. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 18. DO NOT SCALE THESE DRAWINGS. 19. CONTRACTOR REVIEW ARCHITECTURAL SHEETS FOR LOCATIONS OF FIRE RATED WALLS AND CHASES. PROVIDE STEEL PIPE SLEEVE THRU RATED ASSEMBLY, TRANSITION PVC PIPE TO STEEL PIPE THRU SLEEVE, FIRE CAULK SPACE BETWEEN SLEEVE AND WALL AND STEEL PIPE AND SLEEVE. 20. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRACTOR TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE STEEL REQUIRED FOR THE ACCEPTABLE SUPPORT OF EQUIPMENT AND ASSOCIATED PIPING SYSTEMS. 21. CONTRACTOR TO VISIT THE SITE PRIOR TO BIDING. 22. ALL PIPING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 23. ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. 24. COORDINATE ALL PLUMBING CONNECTIONS (HOT, COLD WATER AND SANITARY /SEWER) WITH ALL KITCHEN EQUIPMENT, FIELD VERIFY CONNECTIONS AND SIZES. 25. SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES WITH INDUSTRY STANDARDS FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS. 26. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. 27. PLUMBING CONTRACTOR SHALL COORDINATE WITH THE GENERAL CONTRCTOR TO PROVIDE ALL ADDITIONAL MAIN AND INTERMEDIATE STEEL REQUIRED FOR THE ACCEPTABLE SUPPORT OF EQUIPMENT AND ASSOCIATED PIPING SYSTEMS. 29. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF PROPOSAL WILL INDICATE THAT SUCH EXAMINATION BY THE CONTRACTOR HAS BEEN MADE. LATER CLAIMS FOR LABOR EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 30. UNFORESEEN CONDITIONS MAY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. FIELD VERIFY ALL CONDITIONS AND NOTIFY THE ARCHIETCT/ENGINEER WITH ANY DEVIATIONS. 31. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 32. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 33. FURNISH AND INSTALL HOSE BIBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR, PROVIDE VACUUM BREAKER AND ISOLATION/SHUTOFF VALVE FOR EACH. 34. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS AND PIPING MATERIALS OF SEWER TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 35. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 36. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURERS SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 37. PROVIDE 1/2"CW SUPPLY WITH ANGLE STOP AND FLEXIBLE SUPPLY TO REFRIGERATORS WITH ICE MAKERS AT HIGHT REQUIRED BY MANUFACTURER OF EQUIPMENT INSTALLED OF AS INDICATED ON PLANS. INSTALL FILTERS FURNISHED BY OWNER ON ICE MACHINE. 38. PROVIDE 3/4" HW SUPPLY LINE TO DISH WASHER FROM WATER HEATER DIRECTLY, PROVIDE WITH BACKFLOW PREVENTER, FIELD VERIFY. 39. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL, SO THAT WALL INFLATION CAN BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. 40. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON MAINS AND/OR BRANCH LINE SERVING FIXTURES AND/OR EQUIPMENT. WHEN THE PRESSURE IN THE LINE EXCEEDS 72 P.S.I. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 FEET PER SECOND BE MAINTAINED. 41. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR AND/OR STRUCTURAL ENGINEER TO DROP OF BRIDGE FOOTINGS AS REQUIRED TO CLEAR PLUMING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL BY STRUCTURAL ENGINEER. 42. ALL EXPOSED PIPE, FITTINGS AND VALVES IN FINISHED AREAS SHALL BE CHROME PLATED. ALL PENETRATIONS THRU FINISHED WALLS SHALL HAVE CHROME PLATED BRASS ESCUTCHEON PLATES. PLUMBING FIXTURE SCHEDULES: WC-1 WATER CLOSET "AMERICAN STANDARD" OR EQUAL, FLOOR MOUNTED 2234.015 MADERA ELONGATED, VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. SLOAN ROYAL # 111 OR EQUAL, TOP SPUD FLASH VALVE, 1.6 GPF. WC-2 WATER CLOSET "AMERICAN STANDARD" OR EQUAL, FLOOR MOUNTED 3043.102 MADERA ELONGATED, VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION TOILET WITH "BEMIS" NO. 1955-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. SLOAN ROYAL # 111, TOP SPUD FLASH VALVE, 1.6 GPF MOUNTING HEIGHT PER ADA. L-1 LAVATORY. EQUAL TO "KOHLER" BOLERO OVAL LAVATORY MODEL 2611-5 SELF -RIMMING, FRONT OVERFLOW, WITH KOHLER FAIRFAX FAUCET MODEL K12182 ON AVONITE COUNTER BY OWNER WITH GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG, SUPPLIES & LOOSE KEY STOPS. L-2 HANDICAPPED LAVATORY EQUAL TO "AMERICAN STANDARD LUCERNE" WALL HUNG VITREOUS CHINA LAVATORY MODEL 0321.075 PROVIDE COMPLETE WITH "AMERICAN STANDARD" 2000.101 CERAMIX FAUCET" GRID STRAINER, CHROME PLATED CAST BRASS "P" TRAP WITH CLEANOUT PLUG, SUPPLIES & LOOSE KEY STOPS. INSULATE ALL EXPOSED PIPING PER ADA MOUNT AT A.D.A APPROVED HEIGHT. UR-1 URINAL "AMERICAN STANDARD " MODEL 6501.01 TOP SPUD FLUSH VALVE EQUAL TO SLOAN ROYAL 186-1 1.0 GPF UR-2 HANDICAPPED URINAL EQUAL TO "AMERICAN STANDARD " MODEL 6501.01 TOP SPUD FLUSH VALVE EQUAL TO SLOAN ROYAL 186-1 1.0 GPF MS-1 MOP SINK, FLOOR RECCED WITH MODEL 830-AA FIAT FAUCET AND 832-AA HOSE AND BRACKET WITH VACUMME BREAKER. HB-1 HOSE BIBB, EQUAL TO WOOD FORD 3/4" WALL MOUNTED EQUIPPED WITH VACUMME BREAKER. FD-1 FLOOR DRAIN: EQUAL RO "ZURN" ZN-415 WITH SQAURE YYPE N STRAINER. INDICATED ON DRAWINGS. EACH FLOOR DRAIN TRAP SEAL SHALL BE PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE CLOSEST FREQUENTLY USED FIXTURE. INSTALL FOR POSITIVE DRAINAGE OF FLOOR. FS-1 FLOOR SINK, "ZURN" ZN-1910-23, 8"X8", WITH 1/2 GRATE AND ALUMINUM BUCKET GWH-1 TANKLESS EXTERIER TYPE GAS WATER HEATER, RINNAI MODEL 2532 WC MODEL OR EQUAL, 120,000 BTUH INPUT, COMMERCIAL GRADE ABOVE GRAND. MV-1 THERMOSTATIC MIXING VALVE, EQUAL TO SYMMONS MODEL S-400 WITH 1" INLET AND 1 1/4" OUTLET. TD-1 TRANCH DRAIN, SEE PLAN FOR LENGTH'S. 6" WIDE SHALLOW, ZURN MODEL Z883 OR EQUAL. GT-1 1250 GALS. GREASE TRAP EQUAL TO BROOKS MODEL GI-1250, CONCRETE DESIGN 5000 PSI, MIN. 250 POUNDS TRAFFIC LID, ALL INSTALLATION TO MEET PDI G101 AND MANUFACTURER'S RECOMMENDATIONS AND FLORIDA PLUMBING CODES. HD-1 HUB DRAIN, "ZURN" Z328" 4" DURA COATED CAST IRON. FCO FLOOR CLEANOUT "ZURN" MODEL Z-1444 WITH SQUARE ACCESS COVER WCO WALL CLEANOUT "ZURN" MODEL Z-1441 WITH SMOOTH ACCESS COVER S.A. PROVIDE AND INSTALL WATER HAMMER ARRESTOR "ZURN" MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE BELOW. INSTALL PER MANUFACTURER'S RECOMMENDATIONS IN LOCATIONS AS RECOMMENDED BY P.D.I. STANDARDS. P.D.I. UNITS A B C D E FIXTURE UNITS 1-11 12-32 33-60 61-113 114-154 PVC WASTE UNE--/ LENGTH TO SUIT BRASS CLEANOUT PLUG W/COUNTERSUNK HEAD NISHED GRADE 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE TWO WAY CLEANOUT R&G SLOAN PVC SIDEWALK WASTE LINE 2-WAY CLEANOUT DETAIL (COTG NTS U�AVY-DUTY CURED COVER �SKETED ABS EANOUT PLUG ARE DEEP ACCESS IRFACE OFGRADE USER SIZE PER PLAN SLOPE 1,/8" PER FOOT MINNIMUM TYPICAL CLEANOUT DETAIL NTS W > LOLOo 0 LO • 01 0 10 -4- C) C)01 t\ "T C a O O S C C30- 0 ��■ a) 00 C C*"O M a -a o 4- C .0 O 0 c L 0 LO m IvCu U�CL J � W ^SOD -�rmoirVi� JA'r'atOi10 mC� 'R �W� Zzwa-u�Wo 0N�JOZ�I WU�LfL-a: © copyright CV 'IT LO CM i C'7 0 0 > _0 a) L O O -0 �i 0 s O -c �O Q. �O N revisions: L� L� 0 drawn: GC checked: HD date: 03-21-08 prof. no: P07-15B ,t;,. EWER MAIN 5' PROPERTY Lj S/W ! LINE A Pit i 4' OR 6' SERVICE LATERAL i PLAN VIEW 5' I PROPERTY .00 S/W i LINE i CURB CLEANOU CAP 'FERNCO' C❑UPLING PAVEMENT FINISHED GRADE[6R EQUAL a (U CLEANOU %I 0 I k USE BENDS S�pP AS NEEDED SEWE MAIN TEE PROFILE 1) LATERAL INSTALLATION SHALL BEGIN AT A CITY SEWER CONNECTION POINT AND SHALL BE CONSTRUCTED BACK TO THE BUILDING AT A SLOPE SUFFICIENT TO YIELD AT A FLOW VELOCITY OF 2 FT. PER SECOND, 2) STREETSIDE CLEANOUT SHALL BE FORMED BY INSTALLING A TEE AND A BEND. TWO-WAY CLEANOUTS ARE ACCEPTABLE. NO WYE C❑NNECTIONS WILL BE ALLOWED, 3) BUILDING -SIDE CLEANOUT SHALL BE INSTALLED WITHIN 5 FT OF THE BUILDING. 4) THE PIPE SECTION BETWEEN THE STREETSIDE CLEANOUT AND THE BUILDING CLEANOUT SHALL BE INSTALLED WITH AS FEW BENDS AS POSSIBLE. 90• BENDS IN THIS SECTION SHALL NOT BE ALLOWED. ALL BENDS, REGARDLESS OF THE ANGLE, SHALL HAVE A CLEANOUT, 5) LATERAL CONNECTIONS OF DISSIMILAR MATERIALS SHALL BE CONNECTED UTILIZING TRANSITION ADAPTERS, TRANSITION GASKETS AND OR FERNCO ADAPTERS ARE ACCEPTABLE. 6) LATERAL CONNECTIONS OF LIKE MATERIALS SHALL UTILIZE REDUCERS AND/OR TRANSITION PIECES, ETC. 7) FIELD SOVENT J❑INTS ARE ACCEPTABLE. 8) CLEANOUT CAPS LOCATED IN DRIVEWAYS AND OTHER PAVED AREAS SHALL BE CAST -IN -PLACE RINGS WITH METAL COVERS STAMPED WITH THE WORD 'SEWER', ALL OTHERS SHALL BE PVC WITH AN INVERTED HEX -NUT. 9) THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATIPN FROM THE SANITARY SYSTEM AT THE TIME OF INSPECTION. ANY EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE OF THE CITY. 10) REFERENCE ARTICLE 27 'GRAVITY SANITARY SEWERS' OF THE ENGINEERING STANDARDS MANUAL FOR SPECIFIC CODE REQUIREMENTS. 11) USE 4' OR 6' PVC CSDR350 PIPE FOR LATERALS AS NOTED ON DRAWINGS AND IN SPECIFICATIONS. 12) PROVIDE VENT PIPING AS REQUIRED PER CODES. INSTALLATION OF LATERAL CONNECTIONS NOT TO SCALE MAY FXTFNn AC MAY EXTEND AS WI rn.,iw wn�w LENGTH TO SUIT WYE FITTING CLEANOUT PLUG -COUNTERSUNK SCREW POLISHED S.S. 4CCESS COVER �ILINE BEND AND END CLEANOUT WASTE LINE, IF APPLICABLE CLEANOUT DETAIL NTS 9'Now REM❑VABL 8 SLAB I I INLET---C GRADE OR PAVING - PRECAST MANHOLE - BARREL CAST IRON TEE WI CLEANOUT PLUG INLET — GROUT PRECAST CONCRETE GREASE OR SEPTIC TANK ' SAND CUSHI❑N TOP VIEW 2' 24' WATER' LEVEL 12' C3 w CY 0 SECTION GAS TIGHT MANHOLE FRAME AND COVER FOR HEAVY TRAFFIC DUTY OUTLET GAS TIGHT FRAME AND REMOVABLE COVER TOP REINF❑RCED FOR HEAVY TRAFFIC S❑LID MANHOLE COVER 6' THICK /-CONCRETE PAD 2' CAST IRON LONG BEND GREASE TRAP DETAIL NOT TO SCALE STRAINER FLUSH W/FLOOR - .a' . i4. .:4.' . . . .•ia•'.7�• . .- - .I .. DRAIN SUPPORT STRAP---' PWEPCT TO DROAIN PIP BEFORE P-TRAP. 18'x18' EFFLUENT SAMPLING BOX ]PEN TEE !7OUTLET SAMPLING WELL GROUT CAST IR❑N TEE WITH CLEANOUT PLUG FINISHED FLOOR (SEE ARCHITECTURAL FOR FLOOR SLOPE) RAIN BODY e. . INSIDE CAULK PIPE FLOOR DRAIN DETAIL NTS L U Iq lD LO LO o C) E o •� 0- �10 o0 v� v c o `~ Om s a Q a) coo D C'14 M O o� U 0 o _� V C C O s U0 D LO o LO ch 0 m n Cu Ci W J �--P i Aom6�j cu'amLoc:, /ICJ V N ww¢o�^ Z N a- U� H W 0.J—jC3Z 1 _Ll L_ a: 0 copyright ITO N lq- L0 M M a 0 > -0 0) O O 0 a 0) s 1- revisions: drawn: GC checked: HD date: 03-21-08 prof. no: P07-15B P-5 mn I!I BASIC MECHANICAL REQUIREMENTS Section 15050 Me chanical & Methods PART 1 GENERAL: 1.01 Description of Work: The work to be performed under this Division includes all labor, materials, equipment and services necessary to design and install the complete mechanical system as shown on the drawings and herein specified. 1.02 Quality Assurance: All work shall be done in a workman like manners in accordance with good practice, manufacturers? recommendations, and in compliance with 2004 and 2006 Florida Mechanical Code including all local codes and regulation. 1.03 Other Specified Work: See electrical and plumbing specification for work to be done in conjunction with the mechanical work. All control and hardware to complete the HVAC control systems shall be furnished and installed under Division 15 of Mechanical, of this contract documents. 1.04 Manufacturers: Manufacturer name and model numbers listed in the specification or on the schedules are for the purpose of establishing a quality of products or a specific design configuration. Equal products, as approved by the Architect/Engineer, will be acceptable from other manufacturers. 1.05 Quality Assurance: A. Manufacturer: Firms regularly engaged in manufacture of packaged cooling units, of type sizes and capacities required, whose products have been in satisfactory use in similar service for not less than five years. B. Installers: A firm with at least five years of successful installation experience on projects with packaged and split system cooling units. C. Codes and standards: The latest version of the following codes and standards apply to all or part of the products for procedures covered in this specification. National Fire Protection Association (NFPA) Air Movement and Control Association (AMCA) Air Conditioning and Refrigeration Institute (ARI) Underwriters Laboratories (UL) American National Standards Institute, Inc. American Society of Heating, refrigerating and air-conditioning Engineers (ANSI-ASHRAE) 2004 Florida Building Code National Electric Code (NEC) Standard Mechanical Code Standard Fire Prevention Code Americans with Disabilities Act (ADA) SMACNA Ductwork Standards ASRAE Standard 62-89 and latest revisions. All other local, City, County and State Codes 1.06 Equipment: All equipment, etc., unless otherwise noted, shall be new and of the best quality free of defects as shown on the drawings and as indicated in these specifications. 1.07 Workmanship: All materials shall be fabricated and installed in a neat and workman like manners with the coordination of all involved trades to avoid interference and delay due to lack of coordination. No allowances will be given for reworks due to lack of coordination or interference between trades. 1.08 Access Doors: Provide access doors for all dampers, valves, etc. where floors, walls, and ceilings must be penetrated to access mechanical equipment. Provide fire rated access doors in rated construction. 1.09 Submittal: Submittal data is required for all HVAC equipment, plumbing equipment, ductwork, hangers, etc. Partial submittal will not be accepted. Submittal shall be presented in six individual binders with the project name listed on the front cover. Submit maintenance data and parts list for each cooling unit, control, and accessory, including troubleshooting and maintenance guides. 1.10 Fire Dampers: Fire dampers shall be type "b" curtain type, suitable for either vertical or horizontal installation, with 20 gauge steel channel frames, 24 gauge steel blades, and 18 gauge steel enclosure with Duct collars. All parts galvanized mill finish. Fire dampers shall be equal to Ruskin type DIBD for walls up to two hours. Install in accordance with NFPA-90a, tested in accordance with UL safety standard 555. 1-1/2 hour and 4-hour protection, 165 fusible links. 1.11 Warranty/guarantee: The contractor shall warranty/guarantee and maintain the stability of work and materials and keep the some in perfect repair and condition of the period of one year. Defects of any kind due to faulty work or materials appearing during the above -mentioned period must be immediately made good by the contractor at his own expense to the entire satisfaction of the owner and architect and engineer. Such reconstruction and repairs shall include all damage to the finish or furnishing of the building resulting from the original defect or repairs thereto. PART 2 EXECUTION: All locations of equipment, ductwork, piping, etc., indicated on the drawings are diagrammatic and shall be followed as closely as possible to the plans subject to building construction and interference with other trades. All work shall be installed to insure maximum headroom. Balanced operation and suitable aesthetic appearance. The contractor is responsible for any field measurements required providing an approved and functional installation. Not all components required for a complete installation are shown on these drawings. Refer to equipment installations, schedules and applicable codes for additional information, including required connection location, types, and size. Provide isolation valves and unions at equipment and as indicated on drawings. The contractor shall be responsible for furnishing and installing adequate and proper insulation and moisture -seal in a manner that will permanently prevent the accumulation of any objectionable moisture on the exterior of air-conditioning units, refrigerant -piping, condensate drain piping, air ducts or other parts of the system. He shall correct the cause of any condensation and fully repair, without cost to the owner, any damages to building surfaces, furnishings or equipment caused by condensation from this system, for the full period of the guarantee. 2.01 Cleaning, Testing And Adjusting: Clean and Adjust: Upon completion of work, the contractor shall clean, oil and grease all fans, motors and other running equipment and apparatus which he installs and make certain all such apparatus and mechanisms are in proper working order and ready for tests. Testing: Upon completion of installation of units and connection to competed air distribution system, start-up and test equipment in accordance with ARI Standards; operate units to demonstrate capability and compliance with requirements. Where possible, field -correct malfunctioning units, then retest to demonstrate compliance. 2.02 Excavation and Backfill Provide all excavation and trenching, to the correct elevations, for the installation of all piping, manholes, catch basins and foundations included under this division of the work. Provide all backfill in strict accordance with the "excavation and backfill" section of division 1 specifications. 2.03 Training Services: Thoroughly instruct the owner?s representative in the operation of all equipment furnished and location of all valves and control devices. Train building owner's personnel during normal working hours on start-up and shut down procedures, troubleshooting procedures, servicing and preventive maintenance schedules and procedures. Review with the owner's personnel the data contained in the operating and maintenance manual. Schedule training with the owner, provide at least 7-days prior notice to architect/engineer. Section 15161 Vibration Isolation: All blower units and vibrating type equipment shall be properly fitted with mason industries vibration isolation equipment sized in accordance with equipment weight and duty. Provide flexible connectors at all supply and return connections to air handling equipment consisting of heavy canvas or neoprene fabric with airtight seams and connections to the equipment. Section 15190 Equipment Identification: Equipment Identification: Provide identification labels on or near each piece of major equipment and each operational device and disconnects. The labels shall be constructed of engraved plastic laminate sign or plastic equipment marker permanently secured to equipment. The lettering shall be a minimum of 2 inch high for equipment name and 3/8 inches for equipment information. Section 15530 Refrigerant Piping A. Refrigerant piping shall be Type "L" hard drawn copper, jointed with Sil FOS brazing alloy backed up with 60-40 tin lead solder. B. Refrigerant piping insulation shall be "Armstrong Armaflex pipe insulation" or approved equal, sizes as follow: 3/8" thru 2-5/8" ID =3/4" Armaflex pipe insulation shall be installed with all seams and joints sealed with Armstrong 520 Adhesive. Since 520 adhesives are a contact adhesive, it must be applied to both surfaces. Applications must be coated with Armstrong Armaflex Finish or protective coating approved by the manufacturer. Section 15855 Air-conditioning and Heating: A. General: The general mechanical specifications apply to the work specified in this section. B. Description of Work: Furnish and install complete air conditioning systems as indicated on the design drawings and as outlined within these specifications. Work shall include but not be limited to the fabrication and/or installation of the scheduled air conditioning units, exha ust fans air distribution and ductwork. C. Equipment: Air conditioning units - units shall be split system air-to-air electric air conditioning units as scheduled on the design drawings. Units with integral electric resistance heaters shall have a single -point electric connection. Total cooling capacity of the units shall be as scheduled on drawings. Unit cabinets shall be constructed of galvanized steel. Bonderized and coated with baked enamel. Cabin insulation shall comply with Florida Energy Code. Refrigeration system - the units shall contain hermetic compressors with service valves and vibration isolation. Units shall have dual compressors and dual refrigeration circuits or capacity reduction steps where indicated on equipment schedules. Fans and motors - the indoor air fans shall be of the forward -curved centrifugal class 1 type.The outdoor air fans shall be of the propeller type, each directly driven by an inherently protected motor. Motor and drive to provide higher fan output when job requirements exceed standard fan capacity shall be provided. Safety controls - cooling system shall be protected by: loss of charge protection, high and low pressurestat. A compressor motor overloads, and a timing device Which will prohibit the r n once ever five minutes. 'n subjected to a starting current more than compressor motor from being sub�e e g y Three phase units shall have phase- loss protection. Controls - provide wall mounted, heat/cool on -off -auto thermostat and firestat for each unit. Air filters - Filters shall be fiberglass media throw -away type in a rigid frame with a supportin,g maze across both enteringand leaving surfaces. Supply one complete set of filters after owners final acceptance. Farr 30,730 or equal. D. Warranties: Provide a one (1) year warranty on the complete system and an additional four (4) year factory warranty on all compre sors. Loss of refrigerant will be replaced at no cost to the owner for a period of one (1) year. Condensate drains: type, I PVC Route to roof drain. Install per manufacturers recommendations. 2.01 ACCEPTABLE MANUFACTURERS: Provide products by one of the following: 1. Aaon 2. Lennox 3. Trane 4. Carrier Section 15870 Power Ventilators (Exhaust Fans): PART 1 GENERAL 1.01 Related Documents: Basic Mechanical Requirements govern the work specified in this section. 1.02 Description of Work: The extent of power ventilator work is shown on drawings and schedules, and by the requirements of this section and includes the following: 1. Ceiling ventilators. PART 2 B Products: 2.01 ACCEPTABLE MANUFACTURERS: Provide products by one of the following: 1. Nutone 2. Penn. 3. Greenheck. 4. Carnes. 5. Acme. 6. Broon. 2.02 Ventilator Units: A. General: 1. Provide standard prefabricated power ventilator units of the type and size shown, modified as necessary to comply with requirements, and as requlied for a complete installation. 2. Provide motor and electrical accessories complying with NEMA standards. 3. Bird Screen: Nonmagnetic galvanized steel �? mesh, unless otherwise indicated. 4. Fasteners: Nonmagnetic stainless screws, bo s and rivets of standard type and sizes. B. Power Ventilators: 1. Electrical: Provide factory -wired non -fusible type disconnect switch at motor in fan housing. Provide thermal overload protection in fan motors. Provide conduit chases within the unit for electrical connection. 2. Dampers: Provide gravity actuated louvered dampers in curb bases or wall sleeves as required. 3. Provide power ventilators with AMCA certified rating in accordance with ACMA standards and tested in accordance with UL 705 Power Ventilators: PART 3 - EXECUTION 3.01 Inspection: The installer must examine conditions under which power ventilators are to be installed, and notify the Architect in writing of conditions detrimental to proper completion of the work. 3.02 Installation A. General: Except as otherwise indicated or specified, install ventilators in accordance with manufacturers installation instructions and recognized industry practices to insure that ventilators serve their intended function. B. Furnish exhaust fans with performance and capacities as listed on the design drawings. Section 15891 Ductwork: PART 1 GENERAL 1.01 Fibrous Glass Ductwork A. General: The finished duct system shall meet the requirements of NFPA 90A by complying with the requirements of Underwriters Laboratory Standard for Safety UL181 for Class I arid Florida energy code, latest addition Air Duct. 1) Dimensions shown on the plan are finished inside dimensions. Fabrication and installation shall conform to the manufacture?s recommendations and to the requirements of the latest edition of the SMACNA Fibrous Glass Duct Construction Standard. 2) Grooves and shiplaps shall be made using sppecific tools and/or machines designed for that purpose. Ends shall mate so that s iplaps meet flush without ridges or rough edges. B. Delivery and Storage of Materials: Deliver all materials and/or fabricated duct sections and fittings to the job site and store in a safe dry placewith all labels in tact and legible. Use all means necessary at the job site to protect materials from dust, dirt, moisture and physical damage before, during and after installation, and to protect the installed work. 1.02 Sheet Metal Ductwork (An option by the owner) A. This Contractor shall furnish and install all sheet metal work in connection with the heating, cooling and ventilating systems. Provide prime quality sheet steel, galvanized ductwork, lock -forming with double locked seams of the following thickness: UQ to 12" wide 26 USSG 13 to 30" wide 24 gauge 31" to 54" wide 22 gauge 55" to 84" wide 20 gauge 85" to 96" wide 18 gauge B. Round Ductwork shall conform to the following: Up to 12"O round 26 gauge 13" to 18" round 24 gauge 19" to 28" round 22 gauge 29" to 36" round 20 gauge PART 2 PRODUCTS:: A. Insulated Duct Systems: 1) All supply and Return ducts and related fittin s of a J§" span or less operating at pllus or minus 2 inches W.G. shall bg fabricated Irom 1 1 minimum super -duct rated. Owen Corning Fiberglass duct board.( Min. R-6.0 . 2) The facing shall be foil-kraft laminate reinforced B. Closure Materials: �rressure All �jooints, whether made in the shop or in the field, shall be stapled with minimum . outward clinching steel staples and sealed with a UL181 listed closure system. sensitive tapes shall be identified by the tape manufacturer?fs "name, date of manufacturer and product name/number. Tapes shall be at least 2 r� wide. 2) As an alternative closure system, one of the U.L. listed 3"wide heat sealable tape closure may be used in all applications expect in bonding to sheet metal. Heat sealing equipment must be capable of maintaining a temperature of 550 degree F at the duct surface. Staples may be omitted when closures are made by machine using heat sealable tape. 3) Mastics as listed by Owens -Corn in Fiberglass and appplied in conjunction with 3" wide glass fabric tape, shall be used o seal duple board to steel metal ducts an/or equipment where operating pressures are over 1 W. G. PART 3 EXECUTIONS: Inspection: 1 � Prior to all work of this section, carefully inspect the installed work of other trades and verify that such work is complete to the point where duct system installation may 5Coperly be started. Z Verify that the duct system may be installed in accordance with project drawings and Owens-Corning installation instructions. B. Closure: 1) Flaps on all field joints shall be stapled 2" on center with minimum ? outward clinching staples near the edge of the flap. On fitting join where stop trig flaps cannot be d f f in length sFiall be ed. Tabs include as part of the construction, tape tabs o 6 to 8us s all be centered over the joint, a minimum of one tab per duct side on/or 12 on center. 2� On field joints, all taping surfaces shall be wiped clean before sealing. Oil and grease contaminated surfaces shall be cleaned with a solvent recommended by the tape 3anufacturer. ) Mastics, when used, shall be applied in accordance with application instructions on the container. 4) Mechanical fasteners of the type shown in Construction Standard shall be used to connect the duct board to the sheet metal. C. Hanging: 11The duct system shall be supported at all fitting and at a maximum recommended by ACNA standards. 2,) Hangers shall be minimum I" x 2" x I" x 22 gaga galvanized channel supported by 1 wide by 22 ga. Or heavier straps, 'A" rods, or 12 gaga hanger wires, where local codes permit. Al?f hanger systems must be capable of wit'hstandmg a load of three times the an load. D. Reinforcement: All ducts must be reinforced per manufacturer's recommendation to erevent balloonin , collapsing or sagging. E. Accessories: Boors coils, dampers, registers, grills, diffusers air forming vanes air volume extractors and other accessories shall be installed as detailed in the SMANA Fibrous Glass Duct Ygt struction Standard. All 90 degree elbows shall contain air turning vanes spaced at 3 A maximum intervals, mounted in accordance with the vane manufacturers instructions. If air volume extractors or splitter dampers are required on side take -off and split duct connections, they shall be fabricated using appropriate hardware. F Inspection: 1) Upon completion of duct system installation and before operation is to commence, visually inspect the system and verify that it has been correctly installed. 2) Open all system dampers and turn on fans to blow all scraps and other loose material out of the duct system. Allow for a means of removal of such material. G. Check duct system to ensure there are no air leaks through joints, at reinforcement locations or through tears or punctures of the air barrier facing. If tears or punctures found, repair these using one of the U.L. approved closure systems. NOTE: All duct work sizes called for on the Plans are inside dimension and do not reflect allowance for internal insulation. If fibrous glass duct work is used, sizes must be increased accordingly. H. Flexible Connections: Provide flexible connections in all connections between air handling equipment and duct. Fabricate collars of Neoprene coated glass fabric, fire, water and weather resistant, approyjmotelYY"4 long and install with g0ficient slack. Secure rectan ular collars with I x 1/S flat bars fastened at 8 intervals or with slip joint. Tightly crimp abric into joint. I. Support of Ductwork: Ductwork shall be supported from the building structure. Install malleable Ilea le iron inserts in concrete duringconstruction. n. Where the construction is steel 'n ductwork shall not be I attached to beams channels joints; etc. frame, steel clamps shall be a ) , supported by the finished ceiling or other building components than the structure Section 15910 Support of Ductwork: Ductwork shall be supported from the building structure. Install malleable iron inserts in concrete during construction. Where the construction is steel frame, steel clamps shall be attached to beams, channels, joists, etc. Ductwork shall not be supported by the finished ceiling or other building components than the structure. Support shall be in accordance with the following schedules: Section 15936 Air Outlets and Inlets: PART 1 GENERAL A. Description of Work 1) Extent of air outlets and inlets is indicated by drawings and schedules and the requirements of this section. 2) Air outlets and inlets required for this project include: 1. Diffusers. 2. Registers and grilles. 3. Door grilles. 4. Louvers. 5. Air intakes. B. Ceiling Air Diffusers: 1) General: Expect as otherwise indicated provide manufacturers standard ceiling air ddiffusers where shown of size, shape, capacity and type indicated' constructed of materials and components as indicated, and as required for complete installation. 2) Performance: Provide ceiling air diffusers that have, as minimum, temperature and velocity traverses, throw and drop, and noise criteria ratings for each size device as listed irl manufacturer's current data. 3). Ceiling Compatibility. Provide diffusers with border styles that are specifically manufactured to fit into ceiling module with accurate fit and adequate support. Refer to general construction drawings and specifications for type of ceiling systems, which contain e ch type of ceiling air diffuser. 43 Type:. Provide ceiling diffusers of type, capacity, and performance and with a cessories and finishes as listed on air distribution schedule, or approved equal. 5� Insulation: Provide insulated blanket by manufacturer of grille on back of each ceiling grill where installed in ceiling. C. WALL REGISTERS AND GRILLES 1) General: Except as otherwise indicated, provide manufacturer's standard wall registers and grilles where shown; of size shape, capacity and type indicated; constructed of materials and components as indicated and as required for complete installation. 2) Performance: Provide wall registers and grilles that have, as minimum, temperature and velocity traverses, throw and drop, and noise criteria ratings for each size device as listed in manufacturers current data. 3) Wall Compatibility. Provide registers and grilles with border styles that are compatible with adjacent wall systems and that are specifically manufactured to fit into wall construction with accurate fit and adequate support. Refer to general construction drawings and specifications for types of wall construction which will contain each type of wall register and grille. 4) Types: Provide wall registers and grilles of type, capacity, and with accessories and fi ishes as listed on Air Distribution Schedule. 5� Manufacturer: Subject to compliance with requirements, provide wall registers and grilles by one of the following: Price Manufacturing Krueger Mfg. Co. Titus Products Div., Philips Industries, Inc. Tuttle & Bailey series by Hart & Cooley. Metalaire, Metal Industries, Inc. D. Louvers: 1) Except as otherwise indicated, provide manufacturer's standard louvers where shown; of size, shape capacity and type indicated; constructed of materials and c m onents as indicated, and as required for complete installation. 2) Performance: Provide louvers that have rrlaximum free area, and minimum pressure drop for each type as listed in manufacturers current data, complying with louv2r schedule. 3) Substrate Compatibility. Provide louvers with frame and sill styles that are compatible with adjacent substrate, and that are specifically manufactured to fit into construction openings with accurate fit and adequate support for weatherproof installation. Refer to general construction drawings and specifications for types of substrate which will contain each type of louver. MECHANICAL NOTES: 1. ALL MECHANICAL WORKS AND AND INSTALLATIONS SHALL COMPLY WITH FLORIDA BUILDING/MECHANICAL CODES, 2004 W/2006 UPDATE EDITION. 2' THESE DRAWINGS ARE DIAGRAMMATIC AND ARE PROVIDED TO CONVEY THE INTENT OF T1 E DESIGN. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTING CONDITIONS AND SHALL CONSULT WITH THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE CONCERNING FIELD CONDITIONS THAT PRECLUDE THE CONSTRUCTION OF THESE PLANS. MODIFICATIONS DUE TO FIELD CONDITIONS SHALL BE MADE ONLY AFTER THE ARCHITECT/ENGINEER OR HIS REPRESENTATIVE HAS GIVEN HIS APPROVAL 3. COORDINATE DIFFUSER AND GRILLE LOCATIONS WITH OTHER TRADES. 4. ALL AIR CONDITIONING AND HEATING DUCT WORK SHALL BE CONSTRUCTED OF FIBERGLASS DUCT BOARD (R-6.0) IN ACCORDANCE WITH SMCANA STANDARDS , SEAMS SHALL BE STAPLED OR TAPED AND SEALED WITH GLASS FABRIC N IMBEDDED I MASTIC. USE OF PRESSURE SENSITIVE TAPES AS THE ONLY DUCT CLOSURE METHOD IS PROHIBITED. DUCTWORK SHALL BE SUPPORTED WITH 1 1/2" WIDE GALVANIZED CHANNEL, STRAPPED TO STRUCTURE WITH 1-1/2" WIDE, 18 GAUGE GALVANIZED STEEL BANDS. WITH BANDS SHALL BE SECURED DIRECTLY TO THE STRUCTURE USING SCREWS, RIVETS, OR BOLTS. MAXIMUM DISTANCE BETWEEN SUPPORTS SHALL BE PER SMACNA AND FMC STANDARDS. FLEXIBLE DUCT WORK SHALL BE CONSTRUCTED OF U.L CLASS I POLYESTER LINED, METAL HELIX SUPPORTED, INSULATED FIBERGLASS FLEXIBLE DUCT (R-6.0). DUCT WORK SHALL BE SUPPORTED WITH 1-1/2" WIDE, 18 GAUGE GALVANIZED STEEL BANDS. BANDS SHALL BE SECURED DIRECTLY TO THE STRUCTURE USING SCREWS RIVETS, OR BOLTS. MAXIMUM DISTANCE BETWEEN SUPPORT SHALL BE 5'-0" WITH MAXIMUM ALLOWABLE DUCT DROOP IS 1 INCH IN 10 FEET. 5. ALL EXHAUST AND OUTSIDE AIR DUCT TO BE SHEET METAL MATERIAL 6. ALL NEW DUCTWORK TO BE CONSTRUCTED AND INSTALLED IN ACCOR- DANCE WITH ASHRAE GUIDE AND SMACNA STANDARDS AND FL CODES. 7. COORDINATE ALL MECHANICAL WORK, INCLUDING EQUIPMENT, DUCTWORK OR PIPING, WITH ARCHITECT AND OTHER TRADES PRIOR TO WORK. 8. ALL INSULATION, MATERIAL, COVERINGS, ADHESIVES, VAPOR BARRIERS NOT TO EXCEED 25 AND SMOKE DEVELOPMENT NOT TO EXCEED 50. 9. ALL DUCTWORK SHALL BE INSTALLED PER THE LATEST SMACNA MANUAL AND TAPES SHALL CONFORM TO NFPA 90A, FLAMESPREAD CLASSIFICATION 10. ALL EQUIPMENT INSTALLATION SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS. 11. CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO THE BIDDING. 12. UNLESS OTHERWISE NOTED. INSTALL DUCTWORK AS HIGH AS POSSIBLE OF STRUCTURE. COORDINATE DUCT ELEVATION WITH OTHER TRADES AND MODIFY AS REQUIRED TO CLEAR OBSTRUCTIONS. 13. ALL DUCT SIZES SHOWN AS INSIDE DIMENSION. IN CASE OF CONFLICT WITH STRUCTURAL MEMBER, DUCT CROSS -SECTIONAL AREA SHOULD BE KEPT THE SAME. 14. COORDINATE T-STAT LOCATIONS WITH OWNER. 15. ALL DUCTWORK MATERIALS AND INSTALLATION SHALL CONFORM TO APPLICABLE STATE, COUNTY AND LOCAL CODES. DUCT MATERIAL SHALL BE ALL NEW AND IN GOOD CONDITION. 16. AIR CONDITIONING UNIT SIZES AND CAPACITIES SHALL BE AS SCHEDULED. 17. UNITS SHALL HAVE NON-FERROUS COILS AND FINS. UNITS SHALL BE EQUIPPED WITH ELECTRIC RESISTANCE HEATING, HERMETIC COMPRESSORS. 18. PROVIDE FIRE S'TAT IN RETURN AIR DUCT. 19. PROVIDE SINGLE POINT CONNECTION FOR ELEC. HEATER AND RTU'S UNITS. 20. PROVIDE 1" - 30% EFFICIENCY THROWAWAY FILTERS, FARR 30/30 OR EQUAL. 21. ALL FIBERGLASS DUCT AND DUCT WRAP SHALL BE SEALED WITH GLASS FAB AND MASTIC. 22• PROVIDE ALL REQUIRED STARTERS AND LOCAL DISCONNECT AS PART THE PACKAGED EQUIPMENT. FIELD COORDINATE WITH ELECTRICAL WORK. MECHANICAL LEGENDS: ® SUPPLY AIR DIFFUSER - ARROWS INDICATE PATTERN. NO PATTERN SHOWN EQUALS 4-WAY. Z RETURN AIR GRILLE ® EXHAUST GRILLE SUPPLY AIR SLOT 23. THIS CONTRACTOR SHALL COORDINATE CLEARANCE AROUND UNIT AND EXACT DIMENSIONS OF WALL OPENINGS WITH ARCHITECTURAL AND STRUCTURAL PLAN PRIOR TO CONSTRUCTION AND WITH GENERAL CONTRACTOR DURING CONSTRUCTION. 24. CONTRACTOR TEST AND BALANCE AIR DISTRIBUTION CFM AS LISTED. 25. ALL FLOOR, WALL AND ROOF OPENING SHALL BE SEALED WITH 3M FIRE SAFE MATERIAL OR EQUAL 26. CONTRACTOR SHALL NOT CUT STRUCTURAL WORK IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/ DELETION RATION. NOTIFY ARCHITECT OF ALL STRUCTURAL CUTS PRIOR TO EXECUTION TO OBTAIN APPROVAL 27. CONDENSATE DRAIN LINES SHALL BE PVC PIPING SCHEDULES 40 PVC PIPING WITH SOLVENT WELD JOINTS. PROVIDE A CONDENSATE TRAP AT A/C UNIT. THE TRAP SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS. PROVIDE CAPPED TEES ON THE ENTERING AND LEAVING SIDE OF THE TRAP FOR CLEANOUTS AND PROVIDE ADDI TIONAL CLEANOUTS AT EVERY CHANGE OF DIRECTION AND EVERY 30 FEET OF PIPING LENGTH. CONDENSATE DRAINS SHALL BE INSULATED, PIPING TO BE SUPPORT PER FMC REQUIREMENTS. 28. DISPOSE OF AIR CONDITIONING CONDENSATE AS NOTED ON THE PLANS. FIELD ROUTE DRAIN LINES IN A MANNER AS REQUIRED BY LOCAL CODE REQUIREMENTS AND IN A MANNER MEETING THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION. CONDENSATE DRAIN DISCHARGE TO BE MIN. 1 FOOT FROM EXTERIOR WALL, FIELD VERIFY. 29. ALL HVAC SYSTEMS SHALL BE BALANCED TO THE AIR QUANTITIES SHOWN AGAINST THE ACTUAL STATIC PRESSURE REQUIREMENTS OF THE INSTALLED SYSTEMS. CONTRACTOR SHALL PROVIDE POSITIVE MEANS FOR BALANCING EACH INDIVIDUAL AIR OUTLET AND INLET. 30. UNFORESEEN CONDITIONS MAY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR D BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY. IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. FIELD VERIFY ALL CONDITIONS AND NOTIFY THE ARCHIETCT/ENGINEER WITH ANY DEVIATIONS. 31. PROVIDE ALL ELECTRICAL WORK REQUIRED TO PLACE THE NEW MECHANICA SYSTEM IN OPERATION. ALL WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL CODE REQUIREMENTS. ELECTRICAL REQUIREMENTS INCLUDE MECHANICALLY RELATED CONTROL WIRING. FURNISH DUCT SMOKE DETECTOR. 32. ALL EQUIPMENT INSTALLED OUTSIDE SHALL COMPLY WITH WIND RESISTANCE REQUIREMENTS AND WIND LOADS OF FLORIDA BUILDING CODES 2004. CH.3 AND 16. 33. DO NOT SCALE THESE DRAWINGS. 34. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTARY STEEL REQUIRED TO SUPPORT ALL MECHANICAL EQUIPMENT. 35. PROVIDE SUPPLY AIR FLEXIBLE DUCT CONNECTION WITH SPIN IN FITTING EQUIPPED WITH BALANCING VOLUME DAMPER. 36. INSTALL CLEANOUTS AT EVERY 90-DEGREE TURN ON AIR CONDITIONING CONDENSATE DRAIN ONES. 37. PROVIDE ALL EXHAUST AIR DUCTS WITH BACK DRAFT DAMPER. 38. WHERE DIFFERENCES OCCUR BETWEEN WORKING CLEARANCE AND ACTUAL PROPOSED LOCATION Tl NOTIFY ARCHITECT IMMEDIATELY BEFORE ANY WORK. 39• THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECU11ON OF THE WORK. SUBMISSION OF PROPOSAL WILL INDICATE THAT SUCH EXAMINATION BY THE CONTRACTOR HAS BEEN MADE. LATER CLAIMS FOR LABOR EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. 40. FIELD VERIFY ALL MECHANICAL SYSTEM ELECTRICAL'S REQUIREMENTS WITH ELECTRICAL PANELS AND DRAWINGS TO ENSURE CORRECT REQUIREMENTS. NOTIFY ARCHITECT/ENGINEER IF ANY DISREFENCIES. 41. INSTALL FIRE DAMPER AND FIRE/SMOKE DAMPER FOR DUCT PRNETATiNG RATED PARTITION, REFER TO ARCHITECTURAL DRAWINGS FOR FIRE/SMOKE RATING, FIELD VERIFY. o RETURN AIR SLOT 120 ROUND DUCTWORK. DIAMETER INDICATED IN INCHES. 20/12 RECTANGULAR DUCTWORK NET FREE AREA. SIZE INDICATED IN INCHES, FIRST NUMBER IS SIDE SHOWN. DASHED LINES INDICATE ACOUSTICAL LINER. SEE SPECIFICATIONS FOR THICKNESS. OFtTTM FLEXIBLE DUCT _f ® SUPPLY OR OUTSIDE AIR DUCT RETURN AIR DUCT. ® RELIEF OR EXHAUST AIR DUCT. ''% OR N TURNING VANES RADIUS DUCTWORK ELBOW - ROUND OR RECTANGULAR. RECTANGULAR DUCTWORK BRANCH TAKE -OFF WITH 45 DEGREE BRANCH INLET. FLARED SPIN -IN WITH DAMPER AND d�:, FLEX DUCT (DIFFUSER CONNECTION). ROUND DUCT BRANCH TAKE -OFF FROM RECTANGULAR MAIN WITH CONICAL TAP. 0:m DUCTWORK SIZE TRANSITION. DUCTWORK SIZE TRANSITION FROM RECTANGULAR TO ROUND nH n DUCT MOUNTED HUMIDIFIER S POINT OF CONNECTION OR DISCONNECTION �---- , MOTORIZED DAMPER DAMPER TYPE: VOLUME DAMPER SD -SMOKE DAMPER BD -COUNTER BALANCE BACKDRAFT DAMPER SB - SECURITY BARS Q THERMOSTAT FSD -FIRE/SMOKE DAMPER NO MARK INDICATES FIRE DAMPER i a) O c N C • - 0 L. O0) c C c C7 C1 U 0 D U u N :t: 0 So. 0 12 a, r- tU W ci _J V �"r` W , ;R -� W z � w ax M r`i W 0 U W Z rn a as t•- v v XL,�Q_~a W (c copyright revisions: OI- �T 110 L0 Nil O ' ' O u7 0 00 00 N I 00 14- ,I- 0 a O s a a) 00 :0 C14 c M N > 0 0 _0 N O c v C) �-0 c X O L0 in O N ,,I- LO " M 0 > (:3 N -p O O v N 0)s 11O >. %O -C O W NO N drawn: HD checked : HD date: 03-21-08 prof. no: P07-15 M = 1 MECHANICAL NOTESO: SUPPLY AND RETURN AIR DUCT TO AND FROM ROOFTOP UNIT, PROVIDE O 12X12 MAKE-UP AIR DUCT DOWN TO HOOD MAKE UP AIR CONNECTION WITH FLEXIBLE DUCT CONNECTION AT UNIT, PROVIDE DUCT TRANSITION. O PROVIDE COLLAR, TRANSITION/OFFSET AS REQUIRED, FIELD VERIFY. COORDINATE DUCT ROOF PENETRATION AND DUCTWORK WITH ROOF FRAMING. = 12X12 ALUMINUM EXHAUST DUCT FROM HOOD-4 UP TO ROOF MOUNTED 016X12 GREASE EXHAUST DUCT FROM HOOD-1 TO ROOF MOUNTED EF-1, OEXHAUST FAN (EF-4). PROVIDE TRANSITION AND OFFSET AS REQUIRED. PROVIDE COLLAR, TRANSITION AS REQUIRED. PROVIDE WITH DUCT FIELD COORDINATE WITH ROOF MEMBERS. PROTECTION TO COMBUSTIBLES PER N.F.P.A. 96 AND FMC 2006 EDITION FOR ALL OTHER CLEARANCES. FIELD VERIFY. 8 12X12 EXHAUST DUCT FROM HOOD-5 UP TO ROOF MOUNTED EXHAUST FAN (EF-5). PROVIDE TRANSITION AND OFFSET AS REQUIRED. �--�- I 14X12 MAKE-UP AIR DUCT DOWN TO HOOD MAKE UP AIR CONNECTION ! -�= - FIELD COORDINATE WITH ROOF MEMBERS. I PROVIDE COLLAR, TRANSITION/OFFSET AS REQUIRED, FIELD VERIFY. �-� - ° -- - - - �-' ------ c_ _- _—�_- __ _______-- _ `� ! 3 10" DIAMETER EXHAUST DUCT UP FROM SMOKER THRU ROOF TO EF-7 GREASE EXHAUST DUCT FROM HOOD-2 TO ROOF MOUNTED EF-2,OTRANSITION/OFFSET AS REQUIRED. COORDINATE WITH JOIST LAYOUT. - ------ --�--- - -- -- -- I G)16Xl2 PROVIDE COLLAR, TRANSITION AS REQUIRED. PROVIDE WITH DUCT " 2510 -CD - -T --� ! PROTECTION TO COMBUSTIBLES PER N.F.P.A. 96 AND FMC 2006 EDITION a6 DIAMETER DOUBLE WALL UP FROM SMOKER THRU ROOF TO U.L. LISTED - " - I FLUE CAP, OFFSET AS REQUIRED. COORDINATE WITH JOIST LAYOUT. I QJ 12X12 EG 7 � CD FOR ALL OTHER CLEARANCES. FIELD VERIFY.-6 COOLER M I�EZER - 250CFM 150CFM I _ # 1 5" DIAMETER DOUBLE WALL FLUE ("TYPE B") FROM WATER HEATER THRU. I _III , � I 7X7 GREASE EXHAUST DUCT FROM HOOD-3 TO ROOF MOON —1I4 I O PROVIDE COLLAR, ROOF, PROVIDE TRANSITION AS REQUIRED. COORDINATE WITH JOIST LAYOUT, TRANSITION AS REQUIRED. PROVIDE WITH UCT I 11 R T PROTECTION TO COMBUSTIBLES PER N.F.P.A. 96 AND FMC 2 06 EDITION MAINTAIN A MIN. 10 -0 FROM ANY OUTSIDE AIR OPENING. FOR ALL OTHER CLEARANCES. FIELD VERIFY. Ljl\ N 1� LEI — ill /i f ------------ ------ --- _____ —� —__- ---__ — _ 1 1 I °,>tT^...RAGE = $» 20 _ _l -°-- 1 -- F - I 8"0-CD 200CFM -Il 1500CF a• .. 1500CFM •• � ■Its 3 i 'r WFF wom 901 WHO 11111 11w. m � � � I vESTI ILE 5X8 / :lloxio r1►��;38X1 . 28X14 C I I 1OX12 it 440CFM 24X10 �I I I \ I > I I { I 12"0-CD 440CFM 1 » 24X10 440CFM1217 t iil!►i� �. EWE440CFM 440CFM ♦ �,� �� r • i I I I I ! I I I , I I , I N � I t -� I �/ > \ / I I - ------- ___._-------__ _.___-__-------.____._ _____-____-__T_ - lul T I i--- BAOC BARi I 2 CARRY -MT 2010 WMTES� i __——�_---- E 101 I I -� - > - — —_ - f T_ �I I I PAT►o MECHANICAL LEGEND �-- --- I ->- — I I WAtTIN� uu1 10"0-CD 22X22-RG - �� L� ! I I I 250CFM 1200CFM 200CFM ®I{ I SUPPLY DIFFUSER i I I 14X8-SW �� I I( f,� I 250CFM 12X12 14X12� 18X12 I I I..I 10"0CD RETURN AIR GRILLE 350CFM II II iI T— 1) 1 3 1) BAR t _- ---_ -----------------�- ---------- I z EXHAUST AIR GRILLE I N - I --i--- I I I �� I ---------------------------------I ------------------------ X X RIGID DUCTWORK (WIDTH/DEPTH) i j I I I 1000 CD 1. 0-CD 10 0-CD 250CFM _ _ _ - _ _ 5" DIAMETER DOUBLE WALL FLUE ("TYPE B") FROM WATER HEATER UP THRU ROOF, Vb ELBOW WITH TURNING VANES -- _ 250CFM 250CFM I 12 TRANSITION AS REQUIRED. COORDINATE WITH JOIST LAYOUT, MAINTAIN A MINIMUM L--------------- I 10'-0" FROM ANY OUTSIDE AIR OPENING. MANUAL SPUTTER DAMPER FIRE DAMPER (FD) -----_-_____—____,.___.__. �..__ _______.___ FULL SIZE CONDENSATE DRAIN PIPING FROM UNIT ROUTED ON ROOF WITH ROOF _---_--_.__-- --____.--__= -.-- aSUPPORT TO ROOF DRAIN SYSTEM, FIELD VERIFY. FLEXIBLE DUCT WITH SPIN -IN FITTING — CD— CONDENSATE DRAIN LINE I I I AND MANUAL VOLUME DAMPER L - - J I i L - - J 14 24X24 MAKE-UP AIR DUCT UP THRU ROOF FROM MAKE-UP FAN SF-1, PROVIDE - DOOR UNDERCUT O TRANSITION AS REQUIRED. COORDINATE WITH JOIST LAYOUT, MAINTAIN A MINIMUM UC I I 10'-0" FROM ANY EXHAUST OR PLUMBING VENT DISCHARGE OPENING. MANUAL VOLUME DAMPER VOLUME DAMPER L _ - - - - -- - - -- ~- _ - -- - -- -- -- - - O WALL MOUNTED A/C UNIT THERMOSTAT, WITH REMOTE WALL MOUNTED O THERMOSTAT n 15 TEMPERATURE SENSOR. MOUNT THERMOSTAT ON WALL IN MANAGER'S AIR DISTRIBUTION DEVICE: OFFICE 48" A.F.F., COORDINATE LOCATION WITH ARCHITECT/OWNER. O HUMIDISTAT NECK SIZE-- " - CLG. DIFFUSER MECHANICAL FLOOR PLAN W 16 REMOTE COORDINATTEMPERATURE PEXA TURE SENSOR AND HUMIDISTAT, MOUNT ON WALL 54" A.F.F. OS REMOTE TEMP. SENSOR AIR QUANTITY-300CFM LOCATION WITH OWNER/ARC TECT. SCALE: 1 /4"=1'-0" S® DUCT SMOKE DETECTOR LMIT- W _ STATICN ■set 7 -1-- 200CFM 1{ � I N ( ( 22X22-RG 12 I I I I 1300CFM it - SF 1 I 2000M !I N I - - - 1 C4 I� -- N 120 � 44 I I 24X1 10 O 35CI F.O.S. IT"-&TATION • �V � J • \lw-1 • 0 L.�� o )A LoA o \/ 1 ` I ` r 1 1 O LO I 0 • �— 00 x 0 a 0 s a O rn c 'c c U a Q r — ? 00 � N � ` O o -a U o 7-) c U O -00 � -.0 s c X a a LO in O Qc copyright N d' LO M -2 co 0 O > -0 0 0 o y 0) s L O �O tL �O N revisions: Z� drawn: HD checked: H D date: 03-21-08 prof. no: P07-15B M-2 I L 1 11 1 "1 N e'I'' I I I ROOFTOP HVAC UNIT SCHEDULE MARK RTU-1 RTU-2 RTU-3 TOTAL NIMINAL CAP. TONS 13.75 13.75 10.75 TOTAL COOLING CAP. (MBH) 165.0 165.0 128.8 SENSIBLE COOLING (MBH) 116.0 116.0 93.5 SUPPLY AIR (CFM) 5000 5000 4000 OUTSIDE AIR (CFM) 1200 1200 1000 E.S.P. IN W.C. 1.0 1.0 1.0 EVAPORATOR FAN MOTOR BHP 3.0 3.0 3.0 ELECT. HEATING (KW) 15.0 15.0 15.0 ELECTRIC HEAT STAGE 1 1 1 ENTERING AIR DB/WB (F) 80/67 80/67 80/67 LEAVING AIR DB (F) 55 55 55 NUMBER OF COMPRESSORS 1 1 1 VOLT/PHASE 208/3 208/3 208/3 UNIT MCA 73 73 65 MAX. FUSE OR CIRCUIT BK. 80 80 70 CONDENSER FAN FLA 1.5 1.5 1.5 MANUFACTURER AAON AAON AAON MODEL NUMBER RM-AA02-152 RM-AA02-152 RM-AA02-122 MINIMUM SYSTEM SEER/EER 10.8 10.8 10.7 OPERATING WEIGHT (LBS.) - - - NOTES: 1. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY AIR DUCT. 2. PROVIDE 1" THROWAWAY AIR FILTER. 3. COORDINATE THERMOSTAT LOCATION WITH OWNER. 4. PROVIDE NEW ROOF CURB TO MATCH ROOF SLOPE FOR NEW UNIT. VENTILATION AIR CALCULATIONS: 20 CFM/PERSON FOR SEATING (50% RULE) 15 CFM/PERSON FOR SERVING AREA 10 CFM/PERSON X 240 PERSONS =2,400 CFM 15 CFM/PERSON X 20 PERSONS =300 CFM TOTAL = 2,700CFM, 3,400 CFM IS PROVIDED, SEE ABOVE. DIFFUSER/GRILLE SCHEDULE TYPE EQUAL TO MFG. MODEL NOTES ALUMINUM LOUVERED CEILING (CD) TITUS TMS-AA (1)(2)(3)(4)(5) MOUNTED SUPPLY AIR GRILLE ALUMINUM LOUVERED SURFACE (SW) TITUS 300-FS (1)(2)(3)(4)(5) MOUNTED SUPPLY AIR GRILLE ALUMINUM RETURN/TRANSFER AIR TITUS 350FL (2)(3)(4) GRILLE, LOUVER TYPE NOTES: (1) PROVIDE WITH BALANCING VOLUME DAMPER. (2) PROVIDE SIZES AS LIISTED. (3) COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. (4) COORDINATE FINISH WITH ARCHITECT. (5) COORDINATE THROW PATTERN WITH FLOOR PLANS, AIR BALANCE SCHEDULES ITEM SUPPLY AIR RETURN AIR OUTSIDE & MAKE-UP AIR EXHAUST AIR DIFF. AIR BLDG. PRESS. RTU-1 5,000CFM 3,800CFM 12,OOCFM RTU-2 5,000CFM 3,800CFM 12,OOCFM RTU-3 4,000CFM 3,000CFM 1,000CFM RESTROOMS 500CFM SF -HOOD 3,920CFM EF-HOODS 6,450CFM TOTAL 14,000CFM 10,600CFM +7,320CFM -6,950CFM +370CFM FULL SIZE COND. DRAIN(S), SLOPE TO ROOF DRAIN PIPING, FIELD VERIFY-\ ROOFTOP HVAC UNIT TRUSS (TYP.) RETURN AIR DUCT RE: ROOF CURB DETAIL THIS SHEET SUPPLY AIR DUCT CEILING CANVAS CONNECTION (TYPICAL) DUCT DETECTOR IN SUPPLY AIR ROOFTOP PACKAGE UNIT DETAIL N TS ROOF TOP N.OTES: - PROVIDE AUTOMATIC CONTROL (FIRESTAT/DCUT DETECTOR ) IN RETURN AIR PRIOR TO MIXING WITH FRESH AIR MAKEUP, TO AUTOMATICALLY SHUT DOWN THE UNIT WHEN HEAT IS EXCESSIVE OR EXCEEDS 136 F DEGREE. - INSTALL AND SECURE ROOFTOP A/C UNIT PER MFG'S. RECOMMENDATIONS. - PROVIDE ROOF CURB TO MATCH THE ROOF SLOPE. - COORDINATE THE ROOF OPENING AND FRAMING FOR NEW RTU'S WITH THE STRUCTURAL ENGINEER AND PROVIDE FRAMING. - PROVIDE CODE -REQUIRED ELECTRICAL RECEPTACLES AND DISCONNECTS. EXHAUST FAN -\ GREASE COLLECTOR 8" ON CENTER AROUND PERIMETER OF FAN BASE # 10-\-" TEX SCREWS (TOTAL OF 16 SCREWS) # 10 TEX SCREWS 4 PER SIDE (16 TOTAL) 350 LB WITHDRAWAL LOAD ALLOWABLE PER SCREW U.L. LISTED GREASE FAN 705\762 10' MIN. - SERVICE DISCONNECT NOTE: ANY OFFSET OR DIRECTION CHANGE IN THE EXHAUST DUCT WORK WILL HAVE A CLEANOUT DOOR. ROOF TOP UNIT (RTU BOLT THRU UNIT FRAME CHANNEL (OR WELD BRACKET TO FRAME AND BOLT THRU BRACKET) 1 /4" LAG BOLT ON 18" CENTERS ALL AROUND CANT STRIP WHERE REQUIRED ROOF DECK AND INSULATION 14" MIN STRUCTURAL FRAME ALL AROUND ANGLE FRAME OR AS INDICATED. SEE STRUCTURAL DRAWINGS. NOTE: TO MEET 120 MPH WIND LOAD. ROOFTOP HVAC UNIT PROVIDE SHIMS AND WASHERS WOOD NAILER FACTORY SECURED TO CURB. METAL, INSULATED ROOF CURB BY A/C UNIT MFR. _-- SIMPSON CS18 x REQD w/ 2 EA #10 TEKS EA END MINIMUM 2 CS18 TIES PER SIDE OF CURB. ROOF TOP UNIT INSTALLATION NTS INTAKE 8" ON CENTER AROUND PERIMETER OF FAN BASE # 10 TEX SCREWS (TOTAL OF 16 SCREWS) # 10 TEX SCREWS 4 PER SIDE �350 LB WITHDRAWAN-OM LOWABLE PER SCREW TYPICAL EXHAUST AND MAKE—UP AIR FAN DETAILS N TS L CT � -1O LO LO O > � LO O c 04 00� )x 0� 0 S a O m c .c c v a 0 0 00 C CV O o U 0 o D -1-- v c O s L c -a 4 D L O L0 cn O ON cu w ("' ao � �r ' Fr> �o�N i Q�N�ad R = '� N n v Z W CL Pq F- W (00) J Z _L.'-E(1: 5 IL copyright s i O 0 L. N lq- Lo M c`M 0 O > -0 a) . o O ,. t O -C �O Q. N revisions: 0 0 0 0 drawn: HD checked: HD date: 03-21-08 prof. no: P07-15B M=3 BLOCK WALL 1 /4" BOLT FLANGE WITH GASKET, ANCHOR TO WALL SEAL WEATHER TIGHT BIRD SCREEN FRESH AIR DUCT WALL LOUVER WITH BIRD SCREEN LOUVER W/ UNIRVERSAL FLANGE DETAIL. NTS 12 GAUGE WIRE OR 1 /4" ROD TO TOP CHORD OF TRUSS 1 "X 2"X 1" CHANNEL - 8FT MAX AT LEAST ONE HANGER PER DUCT ANSVERSE JOINT 4" 22 GAUGE ANGLE 4"X 2"X 2" 1 1 /2" WIDE 22 GAUGE STRAP WRAPPING UNDER DUCT AND ATTACHED TO TOP CHORD OF TRUSS. DUCT HANGING DETAIL NTS INSTALL NEW UNIT ON EXISITNG ROOF SUPPORT SYSTEM, FIELD VERIFY LOCATION TYPICAL CONNECTION TO CONCRETE BASE PLATE 4 EACH 3/8" HIL11 "KWIK" BOLTS W/ 2-1/2" MIN. EMBEDMENT (TYP EACH BASE PLATE) ROOF MOUNTED EQUIPMENT DETAIL NTS RAIL SECTION MID. I3. BASE PLATE oOo 0 BOOT TAP FITTING OR SPIN -IN FITTING W/AIR SCOOP AND BALANCING/ VOLUME DAMPER RIGID DUCT AHL PAN MIN 1 1 /2" WIDE STEEL STRAP HANGER (TYP.) MAXIMUM ALLOWABLE LENGTH OF FLEX DUCT IS CODE MAXIMUM. PROVIDE ROUND RIGID DUCT AS REQUIRED IN HORIZONTAL RUN —OUTS. INSULATE WITH 1-1/2" MANVILLE MICROLITE. CEILING DIFFUSER DETAIL NTS FINISHED GRADE PVC REMOVABLE COVER IINII=N� INNI=1111N= 12" DRYWELL DETAIL NTS SULATION TILING SPECIFICATIONS FOR MN PIPING ,DIU )OWN INTO DRAIN ONG RADIUS ELBOW CONDENSATE DRAIN PIPING NTS H1 = EQUAL TO NEGATIVE STATIC PRESSURE AT PAN. H 2 = EQUAL TO H + 1" (MINIMUM) 5'-0" MAXIMUM MAXIMUM SAG 1/2" PER FOOT OF SUPPORT SPACING. -7 FLEXIBLE DUCT NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. _.....- METAL STRAP 1-1/2" MINIMUM OR 12 GAUGE WIRE FLEX DUCT SUPPORT DETAIL NTS EVERY 8 FT & AT CHANGES - IN DIRECTION HVAC DUCT (RIGID FIBERBOARD) Y PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. DUCT HANGING DETAIL NTS i 'IT 'Io WLO LO LO O 0 C O � 01 10 00 �l D X c 2 0 � s Q O rn c 'c c o Q _ O a� 00 CV `0 O -c u a)C .o } c I u O s c L a L L 0 N O a+ i Cu w Ci �I mW ';" � mossasJr4 � :4 Cu R : vLLJ< X ly r" W C3JJljZ. © copyright revisions: drawn: checked: date: prof. no: CV LO 0 M L M O 0 > _0 o ,+ a = rn s CD -c %0 Q �O N HD HD 03-21-08 P07-15B M=4 HANGING ANG 3' STANDOFF SECTION VIEW - MODEL 4824-ND-2 with PSP Accessory TYPICAL HOOD #3 HANGING ANGLE 2' HIGH SUPPLY - COLLAR C❑NNECTI❑N 75' 27' TYP, JPPLY RISER WITH VOLUME DAMPER 23.5% OPEN 'AINLESS STEEL RF❑RATED PANEL 100W VAPORPROOF INCANDESCENT LIGHT HAUST RISER /-WRAPPER TO CEILING 16" U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS L GREASE DRAIN w WITH REMOVABLE CUP o� w Of 48' Q Z) 2 V) Ln zzo 33' MIN 02 48' MAX X0 Q 0 ao V)m EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4824-NDBR-2 TYPICAL HOODS # 1 & #2 24' 78' REMOVABLE, PERFORATED STAINLESS STEEL PANEL ALL ELECTRICAL AND PLUMBING C❑NNECTIONS MUST BE LOCATED BELOW THE BACK RETURN AIR PLENUM FAN & LIGHT SWITCH ELECTRIC CONTROL BOX FIRE SYSTEM PLAN VIEW - 4'-0' LONG 4824ND-2-PSP-F 4'-0' 2'-0' 2'-0' 2'-0' 6' -� 8' D � Hood #3 4' , 0' 1— I O O f\ �• —1 4'-0' APPR❑X, 6' 3' 4'-0' Hood #2 1 3' r--r,—[ - —, 3' CAPTIVE-AIRE HOODS ARE BUILT IN C❑MPLIANCE WITH, NFPA #96 NSF #1362 AND ONE OR MORE OF THE F❑LL❑WINGi E,T,L, CLASSIFICATI❑N #3054804-001 TESTED TO UL 710 STANDARDS FOR QUESTIONS OR FURTHER INF❑RMATION, CONTACT STEVE LUDDY AT (800) 825-3143 MIM0.0 VENO J-BOXES & C❑NDUIT PRE -WIRED TO LIGHTS 3' IR�' al 2'-7' 5'-3' 2'-8' 10' 6.00' PLAN VIEW - Hood #2 - 10' 6.00' LONG 4824ND-2-BR 'LAN VIEW - Hood #1 - 7' 0,00' LONG 4824ND-2-BR 7' 0.00' 3'-6' 3'-6' D a Hood #1 4'-0' 0 11' o /_ ' , . 3/ 5' 6' 3']=�� 1'-9' 1 3'-6' 1'-9' %mom iff W��r JOB LOC�ITION DATA' .DWG # REV SONNY'S BBQ PR❑T❑ 12-13-2007 S❑NNYS JOB # 698780 IJRAWN BY AEN SCfILL'' NET TO SCALE 2 O �1— 0 0� C 'E C 0 v Q I — 0 uD v s 0 Qc copyright revisions: 0 0 0 FAI 0�1 'It 1-O LO LO O r 1 1 O I 1 00000,)3 IT ICT C R 0 a 0 a) 00 C N C'') N O 0 � -0 c Lo 0 LO O CV lq- L0 CM -2 L. M 0 0 > 0 0 0 vi 0 — -C O s �O Q �O N drawn: HD checked: H D date: 03-21-08 prof. no: P07-15 M=5 II IIIII_" lull I III 1.11111111 11311 1 _ N __ 1 11__ 1 1 11 I _ _ _ ff ELECTRICAL PREWIRE PACKAGE DRAWING NUMBER E2110102 JOB NAME Sonny's BBQ Conyers GA JOB NUMBER 698780 CONTROL INPUT 120VAC H1=LINE, N1=NEUTRAL 15A BKR — DO NOT WIRE TO SHUNT TRIP BREAKER 1 E 3 4 0 7 E 10 11 12 13 14 LIGHT INPUT 120VAC H2—H5=LINE, N2—N5=NEUTRAL 15 15A BKR LS-01 16 17 3 PHASE 208V 1 PHASE 115V ST-1 OL-1 C-4 18 INPUT -- L1 L1 T1 T1 21__ INPUT __ Ll L1 �T1 30 EXH-4 OR L2 T2 T2 22_ �RWIRE L2 T2 31 - 3 WIRE -- L2 6 �1----- EXH-1 PHASE-- 3 PHASE__ L3 L3 TF 3 �ZT3__23 _ L T3 19 3 PHASE 208V L -3 OL-3 Tl T1 24 17 T2 T2 __ 25 OR 20 L3 T~3 `-- 26 SUP-3 _ 3 PHASE 208V 21 ST-2 OL-2 L1 T1 T1 __ 27 _ INPUT -- L1 L2 T2�T2 28 OR 3 WIRE -- L2 f—�t----- EXH-2 2d PHASE-- L3 L3 T3 T3 29 23 24 DATE 1211312007 DRAWN BY 3Phase — 120V/1 Phase Prewire with 2 3Phase Exhaust Fans, 1 3Phase Supply Fan, 1 120V/1 Phase Exhaust Fan, Exhaust on in Fire Condition Label Description ST Starter FS Fan Switch (Lighted) MS MicroSwitch Ansul/PyroChem) R 1 Relay DPDT LS Light Switch (140OW max) L Hood Light(s) GP General urpose Relay DPDT TX Transformer C Contactor GR Ground AF Air Flow Switch Spare Relay MS-1, MS-2 MicroSwitc Contacts Ansul Pyrochem C-RD C—RD C—RD NO-BL NC -PR NO—BK NO—BK NC —BR NC —BR 1 NC 3 SPARE RELAY CONTACTS 4 NO 6 CAN BE USED TO CONTROL 7 C❑M 9 ITEMS REQUIRING SHUT A COILB DOWN WHEN THE FIRE SYSTEM DISCHARGES, SUCH R1-R5 AS SHUNT TRIP, SIGNALS, RELAY n_ _ETCvb_I_.. R2-1 TERMINAL FOR FIELD -- EC3 NC WIRING T❑ BUILDING FIRE PANEL, DRY �0,_; CONTACTS FOR SIGNAL R2-2 ONLY MS-2 -- 0 NC C — —W C -- NC4 N❑ — — C4 Motor Type PH Volt HP FLA BREAKER Exh-1 Exh 3 208 1.5 4.7 20 Amp Sup-3 Sup 3 208 3 9.5 -- Am Exh-2 Exh 3 208 1.5 4.7 1 15 Am Exh-4 Exh 1 115 0.5 8.1 1 15 Am - — — - DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE ❑R/BL - ORANGE/BLUE RD - RED (STRIPE) WH - WHITE BL/RD - BLUE/RED (STRIPE) RD/GN - RED/GREEN (STRIPE) )RAWING SHOWN DE -ENERGIZED N❑TEI IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICR❑SWITCH, THE TERMINALS SH❑WING FACTORY WIRING MUST BE FIELD WIRED, 12 x 18 x 6 Box �� LIFTING LUG 0 DIM 'B' DIM 'F' J 20 IN HIGH EQUIPMENT CURB �.� DIM 'G' �►� ALL DIMENSI❑NS ARE N❑MINAL AND GIVEN IN INCHES. UUKB - ❑UTER WALL ii DIM 'C' DIM 'A' DISCHARGE ❑PENING BLOWER/ MOTOR ACCESS DOOR DIM 'E' SERVICE DISC❑NNECT SWITCH SLOPED FILTER INTAKE �— DIM 'G' —►� ROOF ❑PENING 2' SMALLER THEN CURB DIMENSI❑N. UNIT DIMENSI❑NS DISCHARGE ❑PENING UNIT INF❑RMATI❑N ICFM RANGE MODEL WEIGHT A 14n-1/8 I B I D I E I F I G L I M I N I R FILTER SIZE & QTY I MIN I MAX I MAX. FILTER VEL❑CITY G15 1429 LBS 37-3/8 36-3/4 33-1/16 53-5/8 -3/ I JR-WAI 16 1 6-1/8 1 5-1/2 20'x25'x2' (3) 120001 6000 I @6000 CFM = 696 FPM 6 (D L LO .2 LO LO O > 0 Co 0 • 00 C a O �F S o �C 0° 0 - N 00 � N M O > U Q o _0 u C N O -p I -C -CL 0 �o LO ] i C7 0 LO in O Q copyright —I— CV LO revisions: 0 drawn: HD checked: HD date: 03-21-08 prof. no: P07-15B M=6 I I I �_A F. • a { I, I ! 1' II NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE, - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6" ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE C❑❑KING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE, - THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS FIELD PIPING Gas Radiant Charbroller 36.00' L x24.00' D High Proximity rn A� oCZ �N >' s x+' d E HJX 0 od 4o z L oQ moo+' a�o,., 7 A"' X x 3 Ja_ Lot L DRAWING NUMBER: CI\ACAD\FSPR❑G\TXTFILES\SonnysConyers.fsd Job #: 698780 Job Name: Sonny's BBQ Drawn by: JSL System Size: ANSUL-3.0/3.0/1.5 Total FP required: 24 Hood # 1 7' 0,00' Lon�6' x 48' Wide x 24' High Riser # 1 Size: 12' x Hood # 2 10' 6.00' Long x 48' Wide x 24' High Riser # 1 Size: 12' x 16' Hood # 3 4' 0.00' Lon x 48' Wide x 24" High Allwlxo.Ad 6161H Riser # 1 Size: 7" x 7 a ,00 ,2x -1 ,00,gc S S S Griddle - M Table L L L 36.00' L x24.00' D 24.00' L x24.00' D dra csa oA High Proximity o Proximity Rating�'aa°" > �a� �o+� L(u X X L"' X X LC X X 3Ja_ 3-la 3:-JCL I o 0 1 o_D) 1 o_ m Lot L�2 L�2 L L_ L LA_ L LL_ NI Z©� MI LEGEND - FIRE CABINET ANSUL SYSTEM lA 1.5 GALLON TANK 1W NOZZLE ASSEMBLY (419336) 1B 3 GALLON TANK 1F NOZZLE ASSEMBLY (419333) 2 OEM AUT❑MAN RELEASE 1N NOZZLE ASSEMBLY (419335) 3 OEM REGULATED RELEASE 1/2N NOZZLE ASSEMBLY (419334) 4 OEM REGULATED ACTUATOR 3N NOZZLE ASSEMBLY (419338) 5 ANSULEX LIQUID AGENT (3 GAL.) 245 NOZZLE ASSEMBLY (419340) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 230 NOZZLE ASSEMBLY (419339) 7 CARTRIDGE (101-20) 2120 NOZZLE ASSEMBLY (419343) 8 CARTRIDGE (101-10) 290 NOZZLE ASSEMBLY (419342) 9 CARTRIDGE (101-30) 260 NOZZLE ASSEMBLY (419341) 9A CARTRIDGE (LT-A-101-30) 28 DETECTOR BRACKET 9B DOUBLE TANK CARTRIDGE 29 LOW TEMP FUSIBLE LINK 10 TEST LINK 30 HIGH TEMP FUSIBLE LINK 11 DOUBLE MICR❑SWITCH MGV MECHANICAL GAS VALVE 12 HOSE ASSEMBLY EGV ELECTRICAL GAS VALVE 1100 DUCT NOZZLE (430913) 34 REMOTE MANUAL PULL STATION 2W DUCT NOZZLE (419337) S SWIVEL ADAPTOR L LO LO LO O I r O 1V) LO 00 00 C4 00 c O OCL S U0 Q 0 a, 00 CV M o o.7 �' a� o } v u (D -D 0V s i Lo L c 0 o i a LO N O (D copyright N LO co 2 CIO a a N . O O O 0 s O s � N revisions: drawn: HD checked: HD date: 03-21-08 prof. no: P07-15B M=7 HOOD INFORMATION HOOD NO, MODEL LENGTH MAX, C❑❑KING TEMP, EXHAUST PLENUM SUPPLY PLENUM HOOD CONSTRUCTI❑N HOOD C❑NFIG. TOTAL EXH, CFM RISER(S) TOTAL SUP. CFM RISER(S) END TO END ROW WIDTH LENG, DIA. CFM S.P, WIDTH LENG, DIA. CFM S.P. 1 4824 ND-2-BR 7' 0.00' 600 Deg. 2100 12' 16' 2100 -0,565 1680 430 SS Where Exposed ALONE N/A 2 4824 ND-2-BR 10' 6.00' 450 Deg, 2100 12' 16' 2100 -0.451' 1680 430 SS Where Exposed ALONE N/A 3 4824 ND-2-PSP-F 4' 0.00' 450 Deg. 600 7' 7' 600 -0,255 560 430 SS Where Exposed ALONE N/A 4 3624 VHB-G 5' 0.00' 700 Deg, 750 10' 10' 750 -0.095 0 304 SS 100% ALONE N/A 5 3024 VH1 6' 0,00' 700 Deg, 900 10' 10' 900 -01118' 0 304 SS 100% ALONE N/A 6 4824 ISC-❑PTI❑N 8' 0,00' Deg, 0 0 430 SS Where Exposed ALONE N/A FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE OD HOOD N❑, TYPE QTY HEIGHT LENGTH QTY. TYPE WIRE GUARD LOCATION FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM PIPING WEIGHT TYPE SIZE MODEL # QUANTITY L❑CATION 1 SS Baffle with Handles 4 16' 16' 2 Incandescent Light Fix NO YES 521 LBS. 1 16' 20' 2 SS Baffle with Handles 4 16' 16' 3 Incandescent Light Fix NO YES 714 LBS, 3 16' 20' 3 SS Baffle with Handles 3 16' 16' 2 Incandescent Light Fix NO Right Ansul R102 3.0/3.0/1.5 E2110102 1 Llg t Outside YES 457 LBS, 4 0 NO 211 LBS. 5 0 NO 157 LBS, 6 0 NO 652 LBS, 10' SM[ SECTION VIEW - MODEL 3024 VH1 TYPICAL HOOD #5 FULL LENGTH ANGLE (TYPICAL) lul P. 2'-6' Hood #5F - 7A 10' ` I_10.J 3'-0' t 3'-0' 6'-0' PLAN VIEW — 6'-0' LONG 3024VH1 3 AO% LoAwi I W HOOD OPTIONS HOOD NO. ❑PTI❑N 1 BACKSPLASH 32,00' High X 84,00' Long 430 SS FIELD WRAPPER 17,00' High Front, Left, Right, 2 FIELD WRAPPER 17.00' High Front, Left, Right, BACKSPLASH 32.00' High X 126,00' Long 430 SS 3 FIELD WRAPPER 17.00' High Front, Left, Right, BACKSPLASH 80.00' High X 68.00' Long 430 SS 4 FIELD WRAPPER 17,00' High Front, Right, 5 FIELD WRAPPER 17,00' High Front, Left, Right, 6 BACKSPLASH 120,00' High X 168,00' Long 430 SS BACKSPLASH 120,00' High X 87,00' Long 430 SS BACKSPLASH 120,00' High X 44,00' Long 430 SS BACK RE T URN(S ) HOOD N❑ WIDTH LENGTH CHEESE MELTER SUPPORTS TOTAL SUPPLY CFM BOOT(S) WIDTH I LENGTH ANGLE CFM S.P. 1 6' 84' YES 1680 5' 24' Straight 840 0,093' 5' 24' Straight 840 0,093' 2 6' 126' YES 1680 5' 24' Straight 840 0.083' 5' 24' Straight 840 0.083' PERFORATED SUPPLY PLENUM(S) HOOD N❑ POS, LENGTH WIDTH HEIGHT RISER(S) WIDTH LENG, DIA, CFM S.P. 3 Front 68' 12' 6' 8 24' 560 0.064' HANGING ANGLE VHB-G SECTION VIEW - MODEL 3624-VHB-G WITH FULL PERIMETER GUTTER TYPICAL HOOD #4 - DISHWASHER JOB SONNY'S BBQ LOCATION PRor❑ DATA' 12-13-2007 JOB # 698780 DjYG # SONNYS DRAWN BY AEN RL'Il SCALD' NOT TO SCALE 0 u L. N O 2 D 4- u 0 s 0 N O (� g i. :F- 'mr l v J au'(UM('L� # ."�,r. W WVXWC W� oa-jozI =LfL-a� Qc copyright revisions: O1."qNO LO LO O r LO O 00 00 N r'� r'�I 00 114IT c O `'_ S Q 0 au 00 D N c C`') a o c a -0 r"-0 c - 0 1 D i LO N O N L0 -2 CM `- O C") > 0 0-0 O O -0 �- 0 h T �O -� O a YO N A drawn: HD checked: HD date: 11-09-07 prof. no: P07-15 ��7 FAN INFORMATION FAN EXHAUST FAN SUPPLY FAN UNIT FAN UNIT MODEL # NO MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA I DU50HFA DU50HFA EF-6 1200 - 0.375 1140 0,500 1 115 8.1 EF-1 2 NCAI6FA NCAI6FA EF-1 2100 - 1,000' 924 1.500 3 208 4.7 EF-2 3 NCAI6FA NCAI6FA EF-2 2100 - 1,000' 924 1.500 3 208 4.7 EF-3 4 DU50HFA DU50HFA EF-3 600 - 0.7501 1100 0.500 1 115 8.1 EF-4 5 DU33HFA DU33HFA EF-4 750 - 0.625 1428 0,333 1 115 4,1 EF-5 6 DU50HFA DU50HFA EF-5 900 - 0.625 1130 0.500 1 115 8,1 EF-6 7 DR30HFA DR30HFA EF-7 400 - 0.375 1171 0.250 1 115 4.0 EF-7 8 A2-G15 G15 A2 3920 0,625' 647 3.000 3 208 9.5 SF-1 rTTPP AR.4F. MPT.TF.'.4 NO, FAN ITEM SIZE 1 # 1 Curb .500'W x 19.500'L x 20.000'H 2,000i12.000 Pitch Vented Hinged 2 # 2 Curb 26.500'W x 26.500'L x 20.000'H Vented Hinged 3 # 3 Curb 26.500'W x 26.500'L x 20.000'H Vented Hinged 4 # 4 Curb 19,500'W x 19.500'L x 20.000'H Vented Hinged 5 # 5 Curb 19.500'W x 19.500'L x 22.000'H Vented 6 # 6 Curb 19.500'W x 19.500'L x 20.000'H Vented 7 # 7 Curb 19.500'W x 19.500'L x 12.000'H 8 # 8 Curb 31.000'W x 31.000'L x 20.000'H DUHFA SERIES UPBLAST EXHAUST FANS (UL762) EF-5 EF-1, EF-4 & EF-6 - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISC❑NNECT - THERMAL OVERLOAD PR❑TECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300'F (149°C) - GREASE CLASSIFICATI❑N TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300°F <149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERI❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE ❑PERATI❑N, ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE C❑NTINU❑USLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600°F (316'C) FOR A PERIOD OF 15 MINUTES WITH❑UT THE FAN BEC❑MING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. DUH DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C F R R❑ WEIGHT LB DU33HFA 25 1/4 25 1/2 2 21 18 1/2 12 1/8 17 1/2 50 DU50HFA 27 1/4 28 7/8 2 21 21 1/2 13 1/4 17 1/2 55 VENTED CURB !0 GAUGE :TEEL :❑NSTRUCTI❑N ROOF ❑PENING RO R❑ DIMENSIONS CURB DIMENSI❑NAL DATA FAN MODEL D E DU33HFA 19 1/2 22 DU50HFA 19 1/2 20 CAFA SERIES UPBLAST EXHAUST FANS (UL762) EF-2, EF-3 EF-7 NCAFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSI❑NAL DATA - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISC❑NNECT HIGH HEAT OPERATI❑N 300•F (149'0 - GREASE CLASSIFICATI❑N TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERI❑RATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600'F <316'0 FOR A PERI❑D OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE C❑NDITI❑N, OPTION GREASE BOX HINGED FAN FAN MODEL HT W B C F R R❑ WEIGHT LB NCA16FA 33 3/4 39 3/8 2 28 23 1/2 16 1/2 24 190 DRHFA SERIES RADIAL EXHAUST FANS R❑ C DRHFA DIRECT DRIVE CENTRIFUGAL RADIAL EXHAUST FANS DIMENSI❑NAL DATA FAN MODEL HT W B C R R❑ WEIGHT LB DR30HFA 19 1/8 26 1/4 2 21 12 1/8 16 45 FEATURE& - ROOF MOUNTED FANS - UL705 - SAFETY DISC❑NNECT - STANDARD BIRD SCREEN - SPEED CONTROL OPTXM BACKDRAFT DAMPER HINGED FAN VENTED CURB !0 GAUGE ,TEEL :ONSTRUCTI❑N t "m,GE Rp ROOF ❑PENING R❑ DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E NCAI6FA 26 1/2 20 BACKDRAFT DAMPER INSTALLATION AIR FLOW r-BACKDRAFT DAMPER h--- R❑ (ROOF ❑PENING) CURB 4UGE L TRUCTI❑N __NGE ROOF OPENING RD / RO DIMENSIONS CURB DIMENSIONAL DATA FAN MODEL D E DR30HFA 19 1/2 12 LO 'IT Irt LO LO O LO LOi 1 O 00 Co N c O O O `~ s d O 00 N C CY) > p v -0 >. C N O c 0 -0 c LO v "It :5 LO cn O N WCl? � ).US0 1 V N ZZ W WUE3Lj Z W a� H� W o_j_joZ _ Lf I,L a a (D copyright . Q CV lq- Lo -a cM M v > p -0 Da> 'C O O v N �O -C O Q' �O N revisions: 0 0 0 drawn: HD checked: H D date: 03-21-08 prof. no: P07-15 M=9 _ 1 l l L I _ _ L 0 U Q 0 00 00 0 0 N 0 N GENERAL 1. ALL WORK PERFORMED AND ALL MATERIALS FURNISHED SHALL CONFORM TO THE 2004 FLORIDA BUILDING CODE WITH 2O06 REVISIONS, ALL APPLICABLE FEDERAL AND LOCAL CODES, AND UTILITY COMPANY REQUIREMENTS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE EC FROM PROVIDING THAT ITEM. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, UL-LISTED AND LABELED. EC SHALL PROVIDE ALL LABOR NECESSARY FOR A COMPLETE AND PROPERLY OPERATING SYSTEM. ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 4. COORDINATE ALL ELECTRICAL WORK WITH THAT OF OTHER TRADES AND AVOID INTERFERENCE WITH STRUCTURES AND WITH WORK OF OTHER TRADES. 5. BEFORE SUBMITTING BID, CONTRACTOR SHALL VISIT AND BE RESPONSIBLE FOR HAVING ASCERTAINED LOCAL CONDITIONS SUCH AS LOCATION, ACCESSIBILITY AND GENERAL CHARACTER OF THE SITE, EXTENT OF REMOVAL AND INSTALLATION WORK. THE CONTRACTOR SHALL FULLY EXAMINE ALL DRAWINGS RELATING TO THE WORK AND BECOME COMPLETELY INFORMED OF THE EXTENT AND CHARACTER OF THE WORK REQUIRED AND OF THE PREVAILING EXISTING CONDITIONS. NO ALLOWANCES SHALL BE MADE FOR THE CONTRACTOR'S FAILURE TO AVAIL HIMSELF OF THIS INFORMATION. 6. BEFORE ORDERING ANY MATERIALS OR EQUIPMENT, THE EC SHALL SUBMIT ENGINEERING DATA FOR ALL MATERIALS AND EQUIPMENT HE PROPOSES TO FURNISH AND INSTALL. THE EC SHALL BE RESPONSIBLE FOR CHECKING EQUIPMENT DIMENSIONS OF THE PROPOSED SUBSTITUTE EQUIPMENT AND SHALL BE RESPONSIBLE FOR IT FITTING IN THE SPACE AVAILABLE. THE COST OF ANY REDESIGN CAUSED BY A SUBSTITUTION SHALL BE BORNE BY THE EC. 7. THE EC SHALL DO ALL CUTTING, DRILLING AND PATCHING REQUIRED BY HIS WORK. STRUCTURAL MEMBERS SHALL NOT BE CUT, UNLESS APPROVED BY THE ENGINEER. 8. THE EC SHALL CONFIRM THE LOCATION OF ALL EXISTING UTILITIES AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGES HE CAUSES. 9. EC SHALL PROVIDE A ONE-YEAR WARRANTY FROM THE DATE OF SUBSTANTIAL COMPLETION THAT COVERS ALL DEFECTS IN WORKMANSHIP OR MATERIALS. 10. EC SHALL MAINTAIN TWO SETS OF PROGRESS DRAWINGS INDICATING ALL CHANGES IN EQUIPMENT OR LOCATION FROM THE DESIGN DOCUMENTS. EC SHALL PROVIDE ONE SET OF PROGRESS DRAWINGS FOR ENGINEER'S REVIEW AT SUBSTANTIAL COMPLETION. 11. PROVIDE TWO OPERATION AND MAINTENANCE MANUALS TO OWNER PRIOR TO PROJECT CLOSE OUT. MANUALS SHALL INCLUDE SUBMITTAL DATA STATING EQUIPMENT RATINGS AND SELECTED OPTIONS FOR ALL EQUIPMENT REQUIRING MAINTENANCE. ROUTINE MAINTENANCE PROCEDURES SHALL BE CLEARLY IDENTIFIED. MANUALS SHALL INCLUDE NAME AND ADDRESS OF AT LEAST ONE QUALIFIED SERVICE AGENCY. GROUNDING 1. PROVIDE A COMPLETE GROUNDING SYSTEM FOR THE ENTIRE ELECTRICAL SYSTEM AS REQUIRED BY ARTICLE 250 OF THE NEC. 2. ALL GROUNDING WIRE, LUGS, JUMPERS AND BUS SHALL BE COPPER. GROUND RODS SHALL BE 5/8" DIAMETER BY 10-FOOT COPPER -CLAD, STEEL RODS. 3. ALL FEEDER AND BRANCH CIRCUITS SHALL CONTAIN AN EQUIPMENT -GROUND WIRE. NO METAL CONDUIT OF ANY KIND OR LENGTH SHALL BE USED AS THE EQUIPMENT -GROUNDING CONDUCTOR. 4. EQUIPMENT -GROUNDING CONDUCTORS AND STRAPS SHALL BE SIZED IN ACCORDANCE WITH THE NEC, UNLESS OTHERWISE NOTED. ALL EQUIPMENT -GROUNDING CONDUCTORS SHALL BE PROVIDED WITH GREEN INSULATION EQUIVALENT TO THE INSULATION ON THE ASSOCIATED PHASE CONDUCTORS. 5. METAL AND CONCRETE POLES SUPPORTING OUTDOOR LIGHTING FIXTURES SHALL BE GROUNDED WITH A SUPPLEMENTAL GROUND ROD IN ADDITION TO THE BRANCH CIRCUIT EQUIPMENT -GROUNDING CONDUCTOR. 6. GROUNDING CONDUCTORS SHALL BE CONTINUOUS. NO SPLICING OF CONDUCTORS UNLESS ALLOWED BY THE NEC. 7. MAKE GROUNDING CONNECTIONS IN SUCH A MANNER AS TO MINIMIZE THE POSSIBILITY OF GALVANIC ACTION OR ELECTROLYSIS. SELECT CONNECTORS, CONNECTION HARDWARE, CONDUCTORS AND CONNECTION METHODS SO DIRECTLY CONTACTED METALS WILL BE GALVANICALLY COMPATIBLE. 8. MEASURE GROUNDING -ELECTRODE SYSTEM RESISTANCE AND PROVIDE THE TEST REPORT TO THE ENGINEER VERIFYING COMPLIANCE WITH REQUIREMENTS. IDENTIFICATIONS 1. COMPLY WITH GOVERNING REGULATIONS AND REQUESTS OF GOVERNING AUTHORITIES FOR IDENTIFICATION OF ELECTRICAL WORK. 2. DYMO (OR EQUIVALENT) LABELS SHALL NOT BE USED. 3. APPLY SELF -ADHERING VINYL OR HEAT -SHRINK PLASTIC CABLE/CONDUCTOR IDENTIFICATION MARKERS ON EACH CABLE AND CONDUCTOR IN EACH BOX, ENCLOSURE, OR CABINET WHERE WIRES OF MORE THAN ONE CIRCUIT ARE PRESENT, EXCEPT WHERE ANOTHER FORM OF IDENTIFICATION, SUCH AS COLOR -CODED CONDUCTORS, IS PROVIDED. MATCH IDENTIFICATION WITH MARKING SYSTEM USED IN PANELBOARDS, SHOP DRAWINGS AND CONTRACT DOCUMENTS. 4. DELAY INSTALLATION OF IDENTIFICATION UNTIL PAINTING IS COMPLETE. BOXES 1. INTERIOR OUTLET BOXES SHALL BE GALVANIZED STEEL, MINIMUM 14-GAUGE, NO LESS THAN 4" SQUARE 1-1/2" DEEP, WITH EXTENSION RINGS AND MOUNTING BRACKETS. 2. JUNCTION AND PULL BOXES SHALL HAVE SCREW -ON COVERS OR LOCKING HINGED COVERS. NEMA 1 BOXES SHALL BE USED INDOORS. NEMA 3R BOXES WITH THREADED HUBS SHALL BE USED OUTDOORS. 3. OUTLET BOXES SHALL BE RIGIDLY AND SECURELY FASTENED IN PLACE. 4. BOXES SHALL BE SIZED IN ACCORDANCE WITH NEC ARTICLE 314. 5. ALL CONDUIT CONNECTORS AND ENTRY HUBS SHALL BE INSULATED OR HAVE INSULATED BUSHINGS. ELECTRICAL SPECIFICATIONS TESTING 1. THOROUGHLY CLEAN THE ELECTRICAL EQUIPMENT AND ASSOCIATED ELECTRICAL MATERIALS BEFORE ENERGIZATION OF ANY PART OF THE ELECTRICAL SYSTEM. IT IS THE EC'S RESPONSIBILITY TO HAVE ALL THE ELECTRICAL EQUIPMENT, RACEWAYS, CABLING, CABLE INSULATION AND OTHER RELATED ELECTRICAL SYSTEMS TESTED. ALL TEST RESULTS SHALL BE RECORDED, DATED AND SUBMITTED TO THE ENGINEER AND OWNER FOR RECORD. TEST PROCEDURES AND RESULTS SHALL BE PER NETA STANDARDS. IN THE ABSENCE OF RELEVANT NETA STANDARDS, THE EC SHALL SUBSTITUTE APPROPRIATE TEST PROCEDURES FROM IEEE OR ANSI. THE SUBSTITUTE TEST PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONDUCTING THE TESTS. 2. THE EC SHALL VERIFY THAT EACH KEY SYSTEM INTERFACES CORRECTLY WITH ALL RELATED SYSTEMS. THE EC SHALL FURNISH ALL TEST DATA TO THE ENGINEER VERIFYING THAT ALL SYSTEMS HAVE BEEN INSTALLED CORRECTLY AND ARE WORKING TOGETHER TO PROVIDE A COMPLETE, OPERATIONAL ELECTRICAL SYSTEM AS DESIGNED. WIRE AND CABLE 1. ALL WIRE SHALL BE COPPER WITH INSULATION RATED AT 600-VOLTS, 75-DEGREES CELSIUS MINIMUM. WIRE SHALL BE SOLID TYPE THHN OR THWN UP TO SIZE 10 AWG AND STRANDED TYPE THWN, XHHW, OR THHN FOR SIZE 8 AWG AND LARGER (UNLESS OTHERWISE NOTED). 2. MINIMUM WIRE SIZES SHALL BE #12 FOR POWER WIRING AND #14 FOR CONTROL WIRING. 3. MOLDED CONNECTORS (WIRE NUTS) MAY BE USED FOR SPLICING SIZE 10 AWG OR SMALLER WIRES ON LIGHTING AND RECEPTACLE CIRCUITS ONLY. ALL OTHER WIRING SHALL BE SPLICED WITH BARREL SPLICES, LUGS AND/OR TERMINAL BLOCKS OR APPROVED MOLDED CONNECTORS. 4. TERMINAL LUGS SHALL BE MECHANICAL CLAMP OR COMPRESSION TYPE, UNLESS PART OF A CIRCUIT BREAKER OR SWITCH ASSEMBLY. SET -SCREW TYPE LUGS, IN WHICH THE SET SCREW BEARS DIRECTLY ON THE CONDUCTOR, SHALL NOT BE USED. 5. SPECIAL LUGS MAY BE REQUIRED TO ACCOMMODATE CONDUCTOR SIZES SHOWN ON THE DRAWINGS. EC SHALL VERIFY LUG REQUIREMENTS FOR ALL CIRCUIT BREAKERS AND EQUIPMENT TERMINALS AND SHALL PROVIDE CORRECT LUGS AS REQUIRED. 6. FEEDERS AND SERVICE LATERALS SHALL NOT BE SPLICED WITHOUT ENGINEER'S WRITTEN APPROVAL. 7. BRANCH CIRCUIT CONDUCTORS SHALL BE INCREASED, AS REQUIRED, TO PROVIDE A MAXIMUM THREE PERCENT VOLTAGE DROP. 8. INSTALL WIRE CABLES AND CONNECTORS IN COMPLIANCE WITH NEC ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND NECA'S "STANDARD OF INSTALLATION." 9. METAL -CLAD CABLE MAY BE USED IN INDOOR ACCESSIBLE AREAS ONLY. NOT FOR CONCEALED LOCATIONS. METAL -CLAD CABLE SHALL HAVE EQUIPMENT GROUNDING CONDUCTOR SIZED PER NEC 250.122. 10. COLOR CODE SERVICE, FEEDER AND BRANCH CIRCUIT CONDUCTORS WITH FACTORY -APPLIED COLOR AS FOLLOWS: CONDUCTOR 0 V 277Z480V PHASE A BLACK BROWN PHASE B RED ORANGE PHASE C BLUE YELLOW NEUTRAL WHITE GREY OR WHITE WITH COLOR STRIPE GROUND GREEN GREEN ISOLATED GND GREEN/YELLOW RACEWAY 1. USE THE FOLLOWING WIRING METHODS: INDOORS OUTDOORS CONCEALED EMT RMC, IMC OR RNC EXPOSED EMT RMC, IMC OR RNC DAMP LOCATIONS RMC OR RNC UNDERGROUND RNC CONNECTIONS TO LFMC, LFNC LFMC OR LFNC VIBRATING EQUIPMENT OR FMC BOXES/ENCLOSURES NEMA 1 NEMA 3R 2. MINIMUM CONDUIT SIZE SHALL BE 3/4". 3. ALL RACEWAY SHALL COMPLY WITH THE NEC AND ALL STATE AND LOCAL REGULATIONS. 4. ALL NEW RACEWAYS IN FINISHED AREAS SHALL BE CONCEALED, UNLESS SPECIFICALLY NOTED OTHERWISE. 5. GROUT AROUND ALL CONDUITS AT CEILING, FLOOR AND WALL PENETRATIONS TO PROVIDE AN AIRTIGHT SEAL. ALL FLOOR SLAB AND FIRE -RATED WALL PENETRATIONS SHALL BE SEALED WITH FIREPROOF COMPOUND. 6. GROUP TOGETHER EXPOSED CONDUIT WHERE POSSIBLE. INSTALL ALL CONDUITS EITHER PARALLEL OR PERPENDICULAR TO THE BUILDING SURFACES. MOUNT ON CHANNEL STRUT SUPPORTS OR BUILDING STRUCTURE 7. ALL CONDUITS SHALL BE RIGIDLY SUPPORTED TO THE BUILDING STRUCTURE. THE MAXIMUM SPACING OF SUPPORTS SHALL BE AS FOLLOWS: A. VERTICAL RUNS - 10 FEET B. HORIZONTAL RUNS - 8 FEET CONDUITS SHALL NOT BE SUPPORTED FROM SUSPENDED CEILING -SUPPORT WIRES. 8. ALL CONDUIT BENDS SHALL BE MADE WITH AN APPROVED CONDUIT BENDER AND NO BEND SHALL HAVE A CENTERLINE RADIUS LESS THAN SIX TIMES THE DIAMETER OF THE CONDUIT. 9. EC SHALL COORDINATE RACEWAY IN SLAB WITH STRUCTURAL ENGINEER. 10. USE RACEWAY FITTINGS THAT ARE OF TYPES COMPATIBLE WITH THE ASSOCIATED RACEWAY AND SUITABLE FOR THE USE AND LOCATION. EMT FITTINGS SHALL BE STEEL OR CAST SET -SCREW TYPE INDOOR AND STEEL COMPRESSION TYPE OUTDOOR. 11. INSTALL EXPANSION COUPLINGS IN THE SLAB WHEN CROSSING BUILDING EXPANSION JOINTS OR OTHER LOCATIONS REQUIRED BY NEC. DEVICES 1. EC SHALL VERIFY COLOR, LOCATION AND MOUNTING HEIGHT OF ALL DEVICES AND WALLPLATES WITH ARCHITECT PRIOR TO INSTALLATION. 2. DEVICES SHALL BE LEVITON OR EQUIVALENT, AS INDICATED BELOW: DUPLEX RECEPTACLE 5362 SINGLE RECEPTACLE 5361 GFCI RECEPTACLE 6899 IG RECEPTACLE 8300-IQ SINGLE -POLE SWITCH 1221-2 DOUBLE -POLE SWITCH 1222-2 THREE-WAY SWITCH 1223-2 3. RECEPTACLE AND SWITCH WALLPLATES ARE TO BE NYLON WALLPLATES, GANGED TO MATCH THE INSTALLED DEVICES. DEVICE WALLPLATES IN KITCHEN, BAR AND WAITRESS STATION TO BE STAINLESS STEEL. EQUIPMENT 1. EC IS RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL EQUIPMENT SHOWN ON THE DRAWINGS. ALL MANUFACTURERS' SPECIFICATIONS SHALL BE FOLLOWED CONCERNING THE INSTALLATION OF ALL EQUIPMENT. ANY SPECIAL MANUFACTURERS' REQUIREMENTS NECESSARY FOR THE PROPER OR SAFE INSTALLATION OF EQUIPMENT, REGARDLESS OF WHETHER THE AFOREMENTIONED SPECIAL REQUIREMENTS ARE INDICATED ON THE DRAWINGS, SHALL BE AT THE EXPENSE AND RESPONSIBILITY OF THE EC. 2. EC IS RESPONSIBLE FOR THE PURCHASE, RIGGING, ERECTION, INSTALLATION AND FUNCTIONAL OPERATION OF ALL ELECTRICAL EQUIPMENT, EXCEPT WHERE NOTED. 3. ALL LOCATIONS OF EQUIPMENT AND FIXTURES ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENT TO SUIT FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. 4. COORDINATE ALL RECEPTACLES, PLUGS, WIRING AND LOCATIONS WITH THE EQUIPMENT PROVIDED PRIOR TO ROUGH -IN. PANELBOARDS 1. ALL PANELBOARDS SHALL BE EQUIPPED WITH A HINGED, LOCKING DOOR. TWO KEYS SHALL BE FURNISHED WITH EACH CABINET AND ALL LOCKS ON ALL CABINETS SHALL BE KEYED ALIKE. 2. WHERE PANELS OCCUR ADJACENT TO ONE ANOTHER, THE TOPS OF THE PANELS SHALL BE MOUNTED AT THE SAME HEIGHT. 3. PANELBOARDS SHALL BE PAINTED WITH GRAY LACQUER, RUST -PREVENTATIVE PRIMER. SIDES AND TOP OF SURFACE -MOUNTED PANELS SHALL BE PAINTED TO MATCH FRONTS. 4. BRANCH CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND SHALL BE OF THE AMBIENT COMPENSATED, THERMAL MAGNETIC TYPE, WHICH WILL PROVIDE INVERSE TIME DELAY OVERLOAD AND INSTANTANEOUS SHORT CIRCUIT PROTECTION. VOLTAGE AND CURRENT RATINGS SHALL BE AS INDICATED ON THE DRAWINGS. 5. PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH PANEL AND PLACE INSIDE THE PANEL DOOR. THE DIRECTORY SHALL LIST ALL ROOMS SERVED BY EACH BREAKER, USING THE OWNER'S ROOM NUMBERS. DIRECTORIES SHALL BE INSTALLED IN A METAL DIRECTORY FRAME WITH CLEAR PROTECTIVE COVER. SPARES AND SPACES SHALL BE NOTED. 6. PANELS 68-INCHES OR LESS IN HEIGHT SHALL BE INSTALLED WITH THE TOP OF THE PANEL 6-FEET ABOVE THE FINISHED FLOOR. ALL PANELS SHALL BE INSTALLED IN ACCORDANCE WITH NEC 404 AND 408. 7. EACH PANEL SHALL BE EQUIPPED WITH A GROUND BUS. 8. CIRCUIT BREAKERS SHALL BE MANUFACTURED BY THE MANUFACTURER OF THE PANELBOARDS. 9. MOUNT PANELS IN LOCATIONS SHOWN, MAKING SURE THAT CODE -REQUIRED CLEARANCES EXIST. 10. IF PAINT IS DAMAGED DURING SHIPPING OR INSTALLATION, DAMAGED PORTION SHALL BE SANDED UNTIL SMOOTH AND ENTIRE PANEL REPAINTED. 11. ALL BUS SHALL BE COPPER. 12. PROVIDE ENGRAVED, LAMINATED PLASTIC NAMEPLATE ON EACH PANELBOARD MOUNTED WITH EPDXY. 13. FOR FLUSH PANELBOARDS, SUPPLY ONE 3/4" CONDUIT FROM PANEL TO ABOVE ACCESSIBLE CEILING FOR EACH THREE SPARE BREAKERS OR SPACES TO PROVIDE FOR FUTURE BREAKERS. 14. PROVIDE FLASH HAZARD WARNING MARKER IN ALL NEW PANELS. 15. AFTER BUILDING IS IN OPERATION, EC SHALL MEASURE PANELBOARD LOADS AND REARRANGE CIRCUITS AS NECESSARY TO BALANCE PHASE LOADS WITHIN 20 PERCENT. COORDINATE WITH OWNER. LIGHTING 1. ALL EXIT AND EMERGENCY LIGHTING IS TO BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 2. INSTALL LUMINAIRES AND POLES ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 3. CLEAN UNITS AFTER INSTALLATION AND ADJUST LUMINAIRES, AS REQUIRED. 4. LIGHTING CONTROL RELAY PANEL SHALL BE CAPABLE OF ACCEPTING TWO #10 CONDUCTORS ON BOTH LINE AND LOAD SIDE. 5. LIGHTING CONTROL MANUFACTURER SHALL PROVIDE COMMISSIONING OF THE INSTALLED SYSTEM INCLUDING ENGRAVING OF KEYPAD BUTTONS. 6. LIGHTING CONTROL MANUFACTURER SHALL PROVIDE A MINIMUM OF FOUR HOURS OF OWNER TRAINING ON SYSTEM OPERATION. A AMPERES AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AHU AIR HANDLING UNIT AIC AMPERE INTERRUPTING CURRENT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE ATS AUTOMATIC TRANSFER SWITCH BKR BREAKER BLDG BUILDING C CONDUIT CAB CABINET CIR CIRCUIT CU COPPER CWP COLD WATER PIPE EC ELECTRICAL CONTRACTOR EF EXHAUST FAN EM EMERGENCY EMS ENERGY MANAGEMENT SYSTEM EWC ELECTRIC WATER COOLER EWH ELECTRIC WATER HEATER FACP FIRE ALARM CONTROL PANEL FARA FIRE ALARM REMOTE ANNUNCIATOR FATC FIRE ALARM TERMINAL CABINET FPL FLORIDA POWER AND LIGHT FTL FEED THROUGH LUGS GEN GENERATOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GND GROUND HOA HAND -OFF -AUTOMATIC HP HORSEPOWER HPS HIGH PRESSURE SODIUM IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS IG ISOLATION GROUND KVA KILOVOLT -AMPERES KW KILOWATT MCC MOTOR CONTROL CENTER MH METAL HALIDE MLO MAIN LUGS ONLY NEC NATIONAL ELECTRICAL CODE NEUT NEUTRAL NL NIGHT LIGHT NO NUMBER NTS NOT TO SCALE OC ON CENTER PC PHOTOCELL PE PROGRESS ENERGY PNL PANELBOARD REC RECEPTACLE STB SYSTEMS TERMINAL BOARD TC TIME CLOCK TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL UPS UNINTERRUPTABLE POWER SUPPLY LION UNLESS OTHERWISE NOTED V VOLT VFD VARIABLE FREQUENCY DRIVE WP WEATHERPROOF XFMR TRANSFORMER DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 Wi > .2 } c 0 c 'c c 0 U u C L 0 © copyright a a� revisions: 01 n I WE drawn: checked: date: prof. no: LOLOo l ,00 0 01 01 ,o Co 80 N rl� r,� 00� 14- v c a o s a Cu 000 D N c CY) o _0 � •L N O 0 L v LO v=i O C 00 Ln m � r._w c 0 a) c s m o. V)q_- N d' LO M L m a a > _0 D . L O O vi v = m s 'o 0 s ,oa A spb 3-21-08 P07-15B I I1 19 I r I IT IIIIFf11 110 111F I I _ ---I -_ I - jl 0 v; Q o� c 03 00 0 N N O O w N ELECTRICAL SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT HOMERUN TO PANELBOARD, NO. OF ARROWS INDICATE NO. OF CIRCUITS CONDUIT CONCEALED IN WALL, IN SLAB ABOVE, OR ABOVE CEILING CONDUIT CONCEALED IN OR BELOW FLOOR OR UNDERGROUND CONDUIT RUN EXPOSED, RUN PARALLEL OR PERPENDICULAR TO STRUCTURE OR WALL CIRCUITING CONTINUED ON ANOTHER SHEET ^rr VVIC: JPPER CASE LETTER ADJACENT TO LUMINAIRE DENOTES TYPE .OWER CASE LETTER ADJACENT TO LUMINAIRE DENOTES SWITCHING GROUND PER NEC ELECTRIC METER AND CABINET Q FLUSH- OR SURFACE -MOUNTED PANELBOARD n MOLDED CASE CIRCUIT BREAKER Q JUNCTION BOX 20A, 125V DUPLEX RECEPTACLE 5-20R TWO 20A, 125V, 3W DUPLEX RECEPTACLE, MOUNTED 18" AFF SIG 20A, 125V, 3W DUPLEX ISOLATED GROUND, RECEPTACLE MOUNTED a® A RECESSED -MOUNTED LUMINAIRE 18" AFF O A CEILING -MOUNTED LUMINAIRE SIG TWO 20A, 125V, 3W DUPLEX ISOLATED GROUND, 5-20R MOUNTED 18" AFF �-Q A WALL -MOUNTED LUMINAIRE 20A, 125V, 3W DUPLEX RECEPTACLE, MOUNTED 48" AFF OR 2" A ABOVE COUNTER, AS REQUIRED 2'x4' FLUORESCENT LUMINAIRE, CEILING -MOUNTED ❑A 2'x2' FLUORESCENT LUMINAIRE, CEILING -MOUNTED � 20A, 125V, 3W SIMPLEX RECEPTACLE, MOUNTED 18" AFF L "NC INDICATES LUMINAIRE ON UNSWITCHED NIGHT LIGHT CIRCUIT 20A, 125V, 3W DUPLEX RECEPTACLE IN FLUSH A FLOOR BOX f FLUORESCENT STRIP LUMINAIRE 20A, 125V, 3W DUPLEX ISOLATED -GROUND RECEPTACLE IN FLUSH FLUORESCENT LUMINAIRE, WALL -MOUNTED ®IG FLOOR BOX A EMERGENCY BATTERY PACK LUMINAIRE 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE, MOUNTED 18" AFF �X ®X EXIT LIGHTS, PROVIDE ARROWS AS REQUIRED 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE, MOUNTED A 48" AFF OR 2" ABOVE COUNTER, AS REQUIRED 0....❑ EXTERIOR LUMINAIRE AND POLE TRACK LIGHTING ® 20A, 125V, 3W DUPLEX CLEAN POWER RECEPTACLE IN FLUSH FLOOR BOX SINGLE -POLE SWITCH, 48" AFF 20A TWIST -LOCK RECEPTACLE L5-20R, PLUG L5-20P 20A 125V. $3 THREE-WAY SWITCH, 48" AFF @ CORD #12. 20A� K RECEPTACLE L1 1-20R, PLUG L1 1-20P 20A 250V 30. $4 FOUR-WAY SWITCH, 48" AFF CORD #O2 $D DIMMING SWITCH, 48" AFF 30A TWIST -LOCK RECEPTACLE L5-30R, PLUG L5-30P 30A 125V. CORD #10. $P SINGLE -POLE SWITCH WITH PILOT LIGHT, 48" AFF 30A TWIST -LOCK RECEPTACLE L6-30R, PLUG L6-30P 30A 250V. CORD #10. F FAN SPEED CONTROL SWITCH - LUTRON 50A TWIST -LOCK RECEPTACLE L15-50R, PLUG L15-50P 50A 250V MOTION SWITCH 30. CORD #6. L15-60R, PLUG L15-60P 60A 250V ®60A� # DENOTES # OF BUTTONS T!SC-LOCK RD 4RECEPTACLE XX DETAIL CALL -OUT XX/X/X DISCONNECT SWITCH, XX/XX/X DENOTES AMPERAGE, FUSE AND XX TOP NUMBER IS DETAIL NUMBER, BOTTOM POLES NUMBER IS WHERE DETAIL IS LOCATED MECHANICAL EQUIPMENT CALLOUT, INCLUDES DISCONNECT BY EC, [FAC'PI FIRE ALARM CONTROL PANEL XX AS REQUIRED BY NEC XX ❑F FIRE ALARM MANUAL PULL STATION ELECTRIC MOTOR ❑S SMOKE DETECTOR EO EQUIPMENT CONNECTION POINT Ell FIRE ALARM HORN/STROBE ® RELAY SD DUCT -MOUNTED SMOKE DETECTOR WALL -MOUNTED SPEAKER TS TAMPER SWITCH QS CEILING -MOUNTED SPEAKER FS FLOW SWITCH TELEPHONE OUTLET GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST NEC, STATE AND LOCAL REQUIREMENTS. 2. THE DRAWINGS ARE DIAGRAMMATIC AND THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING ON THE SYSTEM DOES NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM SUPPLYING THAT ITEM. 3. ALL POWER AND LIGHTING RACEWAY SHALL HAVE A GREEN -GROUND CONDUCTOR. 4. COORDINATE ALL ELECTRICAL WORK WITH THAT OF OTHER TRADES PRIOR TO THE INSTALLATION OF THAT WORK. 5. ARRANGE ALL INSPECTIONS AND OBTAIN ALL CERTIFICATES REQUIRED BY THE LOCAL CODE ENFORCEMENT AGENCY. 6. EC MAY INSTALL MULTIPLE CIRCUITS INDICATED ON PANEL SCHEDULE IN A SINGLE CONDUIT. EC SHALL BE RESPONSIBLE FOR VERIFYING THAT CONDUIT FILL AND CONDUCTOR DERATING MEETS NEC. ON ISOLATED GROUND CIRCUITS, ALL NEUTRALS SHALL BE CONSIDERED A CURRENT -CARRYING CONDUCTOR AND EACH BRANCH CIRCUIT SHALL HAVE A SEPARATE NEUTRAL AND ISOLATED -GROUNDING CONDUCTOR (NO SHARING). 7. EC SHALL FIRESTOP ALL ELECTRICAL PENETRATIONS OF FIRE -RATED PARTITIONS (WALLS, FLOORS, OR CEILINGS) WITH AN APPROVED FIRESTOP SYSTEM RATED FOR THE APPLICATION. FIRESTOP SYSTEM SHALL BE UL-LISTED AND INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 8. ALL EXIT AND EMERGENCY LIGHTS SHALL BE CONNECTED TO THE UNSWITCHED LEG OF THE LOCAL LIGHTING CIRCUIT. 9. THE LOCATION AND SIZE OF LOADS SHALL BE CHECKED WITH THE OWNER, ARCHITECT OR APPROPRIATE SUBCONTRACTOR AND ADJUSTMENTS MADE ACCORDINGLY. 10. THE DESIGN IS BASED ON THHN/THWN COPPER CONDUCTOR. MINIMUM CONDUCTOR SIZE IS NO. 12 AWG. 11. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL PLANS OR FIELD MEASUREMENTS FOR DIMENSIONS. 12. EXPOSED INTERIOR CONDUIT IS NOT PERMITTED WITHOUT THE WRITTEN AUTHORIZATION OF THE OWNER. WHEN ALLOWED, SURFACE -MOUNTED RACEWAY SHALL BE WIREMOLD, OR EQUIVALENT METALLIC SURFACE RACEWAY. EC SHALL PROVIDE ALL RACEWAY, BOXES AND FITTINGS REQUIRED FOR A COMPLETE INSTALLATION. WIRING IN NONPUBLIC AREAS MAY BE IN EMT. 13. ALL MECHANICAL EQUIPMENT SHALL HAVE A MEANS OF DISCONNECT AS REQUIRED BY NEC. EC SHALL FURNISH AND INSTALL A MOTOR SNAP SWITCH OR DISCONNECT SWITCH, WITH OR WITHOUT FUSES (PER MANUFACTURER'S RECOMMENDATION), WHERE REQUIRED BY CODE. FOR ALL OTHER MECHANICAL/PLUMBING EQUIPMENT. COORDINATE REQUIREMENTS WITH DIVISION 15. 14. EC SHALL VERIFY WITH AHJ THE REQUIREMENT FOR SHOW WINDOW LIGHTING AND PROVIDE RECEPTACLES, AS REQUIRED. 15. COORDINATE ELECTRICAL SERVICE REQUIREMENTS WITH LOCAL UTILITY COMPANY. PROVIDE ALL CONSTRUCTION IN COMPLIANCE WITH UTILITY COMPANY REQUIREMENTS. 16. PRIOR TO ROUGH IN, EC SHALL VERIFY ELECTRICAL REQUIREMENTS FOR ALL KITCHEN EQUIPMENT AND COORDINATE RECEPTACLE LOCATION WITH SUPPLIED EQUIPMENT. EC SHALL PROVIDE PROPER RECEPTACLE, CORD AND PLUG FOR ALL EQUIPMENT SHOWN ON THE KITCHEN EQUIPMENT SCHEDULE. 17. ALL 120V, 15- AND 20-AMP RECEPTACLES IN THE KITCHEN, BAR AND SERVICE AREAS SHALL BE GFCI RECEPTACLES. IN COMPLIANCE WITH NEC 210.8. 18. EC SHALL VERIFY ELECTRICAL REQUIREMENTS FOR WALK-IN COOLER AND WALK-IN FREEZER PRIOR TO ROUGH IN AND MAKE ADJUSTMENTS, AS REQUIRED, WITH NO ADDITIONAL COST TO OWNER. EC SHALL PROVIDE ALL POWER AND CONTROL WIRING AND RACEWAY, AS REQUIRED, FOR A FULLY OPERATIONAL WALK-IN COOLER AND WALK-IN FREEZER, INCLUDING LIGHTS, HEATERS, SENSORS AND REFRIGERATION SYSTEMS. 19. SHUNT -TRIP BREAKER FEEDING PANEL K3 SHALL BE ACTIVATED BY THE ANSUL SYSTEM. 20. EC TO PROVIDE BOX AND CONDUIT FOR ALL DATA AND TELEVISION OUTLETS. ALL DATA AND TELEVISION CABLING AND DEVICES TO BE FURNISHED AND INSTALLED BY OTHERS. 21. MOTION SWITCH TO BE SENSORSWITCH WSD-W OR EQUIVALENT. 22. FAN SPEED CONTROL SWITCH TO BE LUTRON NTFS-I2E-WH. 23. FLOOR BOX TO BE WALKER 880CS1-1 WITH BRASS FLANGE AND COVER PLATE. 24. ALL PANELS AND DISCONNECT SWITCHES SHALL BE SQUARE D, NO EXCEPTIONS. 25. ALL LIGHT FIXTURES TO BE AS SHOWN ON THE LIGHTING FIXTURE SCHEDULE, NO EXCEPTIONS. 26. LIGHTING CONTROL SYSTEM SHALL BE LUTRON, NO EXCEPTIONS. 27. ROOF TOP UNITS TO SHUT DOWN UPON ACTIVATION OF THE DUCT SMOKE DETECTOR. EC SHALL WIRE AS NECESSARY AND COORDINATE WITH MECHANICAL. 28. SOUND SYSTEM, INCLUDING SPEAKERS AND WIRING, TO BE FURNISHED AND INSTALLED BY OTHERS. 29. SYSTEM TERMINAL BOARD TO BE MOUNTED IN A 24" Wx36" HxV' D FLUSH -MOUNTED ENCLOSURE WITH LOCKING DOOR. 30. BREAKERS IN PANEL MDP FEEDING DOWNSTREAM PANELS SHALL BE SELECTED TO SERIES RATE TO ALLOW 10K AIC BRANCH BREAKERS IN THE DOWNSTREAM PANELS. DATA OUTLET Qv TELEVISION OUTLET DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 Emmmmom OO � �O .- LO In LO O r > C": �L68 0, o"'o �— r_1 r�l 00 v Iq c O a O O s Q c c c U� Q _ O (1) D 00 N `� O o� U o } c � �- - O -0 c L L 0 0 L0 to © copyright revisions: drawn: checked: date: prof. no: a) ,T w m C o Q) C s a ai (D a V)q-- CV LO M 2 M a a > _0 0 m s "O O s 'O Q "'o N slb spb 3-21-08 P07-15B E0.02 111 � I I I I r I I I I ! I I l i I I I I I I I I I I � I I I I I I I I I 1 I I I P � II ! II 1 ! I lI I ! I --- -_ - - - ---- -- -- - - 1 STORY MASONRY RESTAURANT \ \ sonny's restaurant scale: 1 "=20'-O" 0 U Q 0 00 0 0 N w N s rototype -site plan LANI DRIVE 60"PLATTED R/W, PAVED GENERAL NOTES 1. PARKING LOT LIGHTING SHOWN FOR REFERENCE ONLY. REFER TO SITE LIGHTING PLAN DESIGNED BY OTHERS FOR CONSTRUCTION DETAILS. I I I I I � I I� I� I I J �;Q / I i rig I^ IQ i DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 4� 0 N } c O� c �c c a a O u Q) D C s L a © copyright revisions: 0 0 0 0 0�1 INT� LOLOo 0a"o 00000 r\ � I;r 'q- c o O s a. 0 4) 00 N D M 0 O c a 0 amino a) v E °O Lo mrl� WE LO C") -O CM a a > O , O N rns O -c �O Q `O N drawn: sib checked: spb date: 3-21-08 prof. no: P07-15B E 1.01 . ! i II!11 .11 ' 11 N 1 R IqI I 1 1' 1 t ; t ! rl I nn1 111 11111 milli 1111m"li. 1 ! 1 _ _ _ _ 11 I _ 1 '1111 nl ee t I I'I llllll111 'I GENERAL NOTES KEYED NOTESO 1. ALL 120-VOLT, 15- AND 20-AMP RECEPTACLES IN KITCHEN, BAR AND 1. 2-POLE, MOTOR -RATED SWITCH IN PVC BOX WITH WEATHERPROOF COVE ---- --------- -------- SERVICE AREAS SHALL BE GFCI, IN COMPLIANCE WITH NEC 210.8. 2. EC SHALL FURNISH AND INSTALL 24-VOLT BELL 108", 120/24-VOLT 1" CONDUIT TO MENU ORDER TRANSFORMER IN FLUSH BOX AT CEILING. FURNISH AND INSTALL 0 TO PANEL P. STATION. SEE DETAIL. WEATHERPROOF 24V PUSH BUTTONS AT 60" AFG. STUB BELOW GRADE AND WP ' I ROSWITCH ON DOORJAMB FOR 3. EC SHALL FURNISH AND INSTALL MICROSWITCH ON DOORJAMB FOR _ CAP. - _ _ - FCI OFF CONTROL OF _ELY FAN. - - - - - - ._. - ON/OFF CONTROL OF FLY FAN. _!J'i�I�JILT�IJITJTTTTITI�T(I�(1�T�L�T]IjI�T�T JilTJ -�_ I - T �I �1T�(T ]��(T I 4. EC SHALL FURNISH AND INSTALL TIME DELAY RELAY FOR EF5 TO OPERA -- N POSITION WITH A TO COND -- - - - - `_----= ( WHEN THE DOORS ON THE SMOKER ARE IN THE OPEN 31 - ON ROOF _ - TWO -MINUTE DELAY AFTER THE DOORS ARE CLOSED. P1-24 - 4 TIER ��5. EC SHALL FURNISH AND INSTALL TIME DELAY RELAY FOR EF4 TO OPERA ! 185 Iex4B x_- �+rr f 21LX60— �4X54>< _--GF I _ I WHEN THE DISHWASHER IS OPERATING WITH A TWO -MINUTE DELAY AFTEF 1 - i- T- ----- -- COMPLETING ITS CYCLES AND SHUTTING DOWN. P 1-23 SMOKER - - - 187 O 5 7 9 -------- i r _ MEN I I 125 --------- O � � II ( 6. MOUNT RECEPTACLE 12" ABOVE TOP OF WINDOWS. ----- K1-11,13,15 K1_ 38 11 COOLER 7. EC SHALL FURNISH AND INSTALL 2" DEEP HEX BOX. ORIENT BOX WITH CAN WASN 115 _ SCREW EARS AT TWO AND EIGHT O'CLOCK TO BE FLUSH WITH 5/8" K1 1 1 116 FREEZER 189 I .I BELOW SLAB PLYWOOD BACKING. INTALL 1/2" CONDUIT TO 6" ABOVE ACCESSIBLE t -- i J 114 � CEILING. i K13 _, - — - -- - --_-------- -- - — --- -- - ------ — -- - ------------------- 4 _ / J P - K1 37 4 TIER 18X54 N 2L11K49__ X4 ;� I -� _ ipC I r- c — — — — — l j — -- - � 1 72 v ! 00 1 Ofi" 2 I O 1 197 I I R VE5TIBULE FJ0s < I I I------� - L- - - -- - - I K1-17 -- - ----- III P1-22 f F____ K1-19 WOMEN "601 �_-E-1-:1 - - P 1-26 P 1-20 _ -1 -- -- -- `' UP TO TO ----- r r r - ( I BACK PORCIa 48 48' 2 — D 15N WA5NTO CO L I ! 1 109 T ='I I ON - - - i R OF B 108 T1 -- 4 TIER 14 TER 4 T'ER I 24X48 �?4X48 IX48 i 7 1 - X STORAGE I V, N al c o -- J 14" ODI -- X V X CU N as W _ i TIER 4 TIER a TIER / 24X4B 24X4i 24X48 It. - 4l TIER 7777 ---- DRIVE TNRU I _122- , HOOD SUPPRESSION SYSTEM, 48" AFF - K1-21 I �+- K1-33 200 ( 481'�--a Li 1 P1-4 11 / I� I 11 1 E4.01 4 iIFR 1' = i I P4X36 A' ❑ -1 E - =--=-- _J I 11 l _ ( --- - -I-- - ----- - - OFFICE GOOK LINE FL _I - 123 _- 1 11 El - - - - - - - - - - - - - - - - - - - - - - - -- 2-2" C. ! - ----- -- I I ! II TELEPHONE AND CABLE TV CONDUITS. I ! I EXTEND TO LOCATION AS DIRECTED BY _ LOCAL PHONE AND CABLE TV COMPANIES 1 7— -- - - -- - -- - LE f'1 LAD 151 Fr I IF W4ITRE55FAT ION I II I _ I I �_- --- 72" 11 a-- — — — — — — —t — — — — — — — — — — P1-10 J -~ 1 CONDUIT I L_ TO PANEL P. I � 1 � _-y STUB BELOW I =- I I BACK BAR - CAPGRA. AND ELECTRIC UTILITY ( _i- I TRANSFORMER BAR I L OIC[II]IIITOL�1 III ITT L UNDER SLAB -- - CARRY -CUT IN H06TE55 L00 107 I I li I L- I I I I I I i I I I I I �L t V (k V �I,> ! I I I I I I I I I I I I I I I I ! I I I I 6 6 6 - 6 - -- 1 _L I_. �_ ._iiiiiiity_.J !_L: I � _ _ �_�--�---,H,ter I I i I I I ! I I I I I I ! WAITING 102 DINING I oa r_7 r I II I P1-18 I G n I ! II ! I ! II I ! I 11 I I i II 1 '�v r i I sonny s restaurant prototype power la n �01Scale:1i41=P-011 W is DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (186) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 e CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 L. "1 .0 L0L0o .2(D > - c 00 • 0, 0, `o r\ r� o0 v Ill - a) O `~ Oa rn s C c v Q 00 c CN M O a� u O _D V C .} O riC s L L0 0 4 Z) L- 0 LO N O c100 Ln m (D copyright CV LO co -2 co 0 v > a) . D 0 o N � s '0 O -C %o i '-0 N revisions: drawn: sib checked: spb date: 3-21-08 prof. no: P07-15B E2.01 1. 1 1 _ 1 ! I.- m I I I II IV 1 0 U Q 0 0 00 0 0 N N N ` w N Ln 1�r KEYED NOTESO 1. DISCONNECT FURNISHED BY MECHANICAL. EC TO INSTALL AND WIRE r7'� sonny's restaurant prototype - roof power plan 10�3�1 E2.o2 scale:1i411=l1-O" w IsDICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 a CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 0 LO -T� o LO LO I i _ 0 • `o o� o0 v IRr c a O `~ O s CL C C U� Q O 00 c N M O o � U o 0 '� U C o r,-5 _I_- 0 a) o LO V) 0 a LO V) O © copyright —4— revisions: z Q A drawn: checked: date: prof. no: my E 00 o LO ar-, c o a) c s a ai a) Q V CV LO M 2 M 0 o > .� a� 0 ° a= �s '0 �- o -C �O N sib spb 3-21-08 P07-15B E2.02 — i I 1 1 Jill I I lI I I I= I I I KEYED NOTESO 1. PROVIDE CONNECTION TO DISPLAY SIGN. DISCONNECT -- -- - - - - __ _ _ - - -- - - - -- - -- -- - - - - - - _ - - - --- -- - - -- - - -- -- --- - - - - - - -- -- -- - _ -- - -- -- FURNISHED WITH SIGN. I � �- �v.r..-._.�, r ( I I — - --- , ; I I - � I , �,�?: I I � r- � � �,-7', iT-^ T -'�l � � � � 7d r � 7 T. -� I I II I n ! � I I � I I I �� I' I � � � ,� I � �I r I � I - ! I I�� i I I. I I I _ �,�-- -- -- -_ _- ' �_-- I 1:_ ! - _ _ L. �. L._.-�,�_�IT�C�ITI-�_�hTT�� I �h� I� . h:_�-- . ._��._._1 �_I �\ITTT��\\� :::A-.._--i 2. CONNECT TO LIGHT FIXTURE FURNISHED WITH � -',` - I COOLER/FREEZER. 07 _. I r I EX ---- -- - - _ _ _ --- --- - EM B MEN � ((� J � .� I; J ! � �_- `��- 3. PROVIDE WIRING TO HOOD LIGHTING. I - F I F _ SMOKER I _- I -- I F VIA LCP D D Y W Y E I I L1-4 VIA LCP E2 STORAGE I I'l E2 VM E2 CANWA5Hb- E2 NL M K3-5 E E J NL E DR!VE THRU -22 i EM �i NL J J E2 E2 E EM �v L L1-1 VIA LCP }EX E I I COOLER O i5 O E KITCHEN 118 HOOD CONTROL PANEL O J GOOK LINE 1-1-3 121 VIA LCP J E E E OJ I I I I I I b I I Q — I I - BACK 54Q Q C>! I — I L104-! - Q Q I I I EDTTF! TI 1_ITTIU�iTITI T I_ T b F F F DISH WA5H E v COOLER v O 12© O 5AR I C FREEZER " O E L1-7 VIA LCP N L EX' L1-9 L1-5 VIA LCP VIA LCP L1 i S J J B -I I I B B RR VESTIBULE G G G G EM EX G G G I =' �— e Z II a NL a a C Al BACK PORGH _ L1-23 J EX VIA LCP C T C T C b U b B JI jY°G G G G I I G G G I I o EMHII I 0 I ! I I EM C L L L L L w I I I -_ z a a a a ° II EM II ° VIA LC _= X C C T C T C Jb _ ° 1 21 VI LCP ° a Q - -. DINING IO8 _ I Q J Q I C III L I I I L L = SALAD BAR a Q S -' Q I I I I III Q a T I I H HI I I l i — - o .�H I E Q VI CP II III L J WAITRESS L -_ o j I li E II C a L1-29 I I VIA SWITCH I ,l- 6 FAN SWITCHES 7 7 7 F I SEE DETAIL l=CP L1-13 A VIA LCP \ I C - GARRi-OU-' I j 105 T T E b b C C LCP-8,10 VIA LCP J I �8 I I I I D D D 1 I I II C L II L I I II II 1 I I a T C EX A LCP C T C T C a L1 1 L I o VIA SWI H a a EM K i L R L R L II I L L R T C II Xa II EX II = I- rw W W W E I I C J C _ I a L1-15 EX C C I I I VIA LCP I WAITING U U U HOSTESS I 1 22 j EX b PATIO b b __I��_) I � T EM L I24 I L1-33 a I G G G �(IA SWITCH -- -- -- c C - _ _-- - - - --- -- -- - - -- - _ -_ -- -- ---- - CEX -------- ----- � I I ----------------1 A sonnys restaurant prototype - lighting plan �01scale: 1/4��=1'-o�� w e DICKENS &ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 8 CA M 002396 Project M 4542.00 Engineer: Stephen Byrne PE M 17584 L Cr �710 �7 N O r > LO U-) o •� ��'0 O v O c O X o OCL m s c c U'3 Q a� c 00 CN CY' O o� u �' a� '� o c } 11", -0 C- LO c 0 th 0 0 LO th O c 00 L Lo co © copyright CN M M 0 > 0 � O o ,} CY)s O %0 0- �O N revisions: drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E3.01 2 GANG BOX 4-3/4 C TO CEILING 0 U Q N cc 00 0 O N Ln '4 TTER 4 TTER 4 TIER / 24X48 24X48 24X48 BACK BAR P1-17 scale: 3/8"= P-O" i In 0 oil 11 MR, I I I GENERAL NOTES 1. ALL 120-VOLT, 15- AND 20-AMP RECEPTACLES IN KITCHEN, BAR AND SERVICE AREAS SHALL BE GFCI, IN COMPLIANCE WITH NEC 210.8. n/-- 1 a K2-17 W,4!TRE55 5TAT;ON 110 UP TO ACCESSI 8 BELOW SLAB CARRY -OUT Dor--,_] KEYED NOTESO 1. 2-POLE RATED MOTOR SWITCH IN PVC BOX WITH WEATHERPROOF COVER. 2. SEE SHEET E7.01, DETAIL 3 FOR HOOD CONTROL PANEL. K2-9,1 1 5ALAD BAR &,44*"D�1�1 DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 © copyright . Q revisions: � Q drawn: checked: date: prol. no: LOLOo r LA Ll� 0 000so rZ 00 v Iq c o O c Q 0 a) co � N M -00 0 c ..� 0 -0r-,-0 c LO L-f) 'H O my c ao m Lo c o s c a di CL N 't LO C''? L. eM 0 0 > -0 a) 0 -i O s 110 0 1-O N slb spb 3-21-08 P07-15B E4.01 i I I' I !! � n i t I I• � pI I CEILING REAM AND BUSH 1" EMT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING ISOLATED -GROUND RECEPTACLE, CO -LOCATED 2.125" DEEP, 4" SQUARE BOX WITH PLASTER RING Q 18" AFF LION telephone/data outlet detail (typical 7_ni / scale: nts L1-16 TO STB VIA LCP drive thru detail scale: nts 0 U Cn Q Io Ln Ln 0 x 00 0 N 0 w N It L CEILING c REAM AND BUSH 3/4" EMT WITH PULL STRING TO ABOVE ACCESSIBLE CEILING DUPLEX RECEPTACLE, 11 CO -LOCATED 2.125" DEEP, 4' SQUARE BOX WITH PLASTER RING Q 18" AFF UON 2 television outlet detail (typical) scale: nts ,ROOF FREEZER CONDENSING UNIT ---__ - ---_--( TO PANEL J- BOX EC SHALL SEAL OFF THE CONDUIT PENETRATION INTO FREEZER, NEC ARTICLE 300.7(A) ,FREEZER ROOF $DP EVAPORATOR UNIT ('_5_ freezer detail �01 scale: nts FAN SWITCHES B A B 9 B B LIGHT SWITCHES T48- AFF light/fan control detail scale: nts EF-1 SF-1 EF-2 EF-3 HOOD LIGHTS CONTROL POWER P1-25,27,29 P1-31,33,35 P1-37 K3-5 P1-21 3 hood control panel detail E7.01 J scale: nts COOLER CONDENSING UNIT ROOF F--- _ HOOD CONTROL PANEL TO PANEL VJ-BOXEC SHALL SEAL OFF THE CONDUIT PENETRATION INTO COOLER, NEC ARTICLE 300.7(A) COOLER ROOF --- -- -- -- I I; EVAPORATOR UNIT 6 cooler detail �01 scale: nts � v DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 i O 'c N c U O� c �c c U0 O U - V s L v Qc copyright i7 revisions: L� � Q � Qtx U11, 11O LO 1144- 'IT LO LO O t-, r. r- LO L-0 0 ono ago o � � � 00 c o o `~ s a- O Q co D N M > -Op >• •L N O c a r-,-5 c 4- LO N O a) V C 00 Lo so a ai � a V N mot' LO M Lf M a > -o a� . j L O O N v = �s ^ L V 0 �O N drawn: slb checked: spb date: 3-21-08 prof. no: P07-15B E7.01 i _ 1 119111 PANEL: MDP VOLTAGE: 120/208 MAIN: 1000 MOUNTING: SURFACE PHASE: 3 SMD/MLO: SMD MANUFACTURER: SQUARE D SPACES: 42 AIC: 42,000 SOURCE: TYPE: I -LINE REMARKS NEMA 3R CAPACITY 360.0 KVA CKT. EOUF DENT KVA COLD WF1E CB POLE POLE CB WFE COND KVA EOUPMENT CKT 1 PANEL P1 13.29 2 1 0 150 3 3 200 3 0 2-1/2 14.89 PANEL K1 2 3 " 13.23 1 0 150 200 3 0 14.35 of of6 4 5 13.33 1 0 150 200 3 0 12.67 7 PANEL L1 10.16 2 1 0 150 3 3 225 4 0 2-1/2 17.61 PANEL K2 8 9 9.52 1 0 150 225 4 0 19.61 10 11 9.49 1 0 150 225 4 0 19.82 12 13 RTU-1 6.24 1-1/4 4 70 3 3 200 3 0 2-1 2 13.20 PANEL K3 14** 15 6.24 4 70 200 3/0 15.50 SHUNT TRIP BKR 0918** 16** 17 6.24 4 70 200 3 0 13.20 19 RTU-2 7.00 1-1/4 4 80 3 SPACE 20 21 to7.00 4 80 Is22 23 of7.00 4 80 so24 25 RTU-3 7.00 1-1/4 4 80 3 1 9126 27 so7.00 4 80 1 28 29 so7.00 4 80 30 31 SPACE 32 33 to to 34 35 to is 36 37 of3 60 6 1 TVSS 38 39 to60 6 to40 41 Is I I 1 1 60 6 11 1 42 PHASE A 89.39 * SEE NOTE 30 SHEET EO.02 FOR SERIES RATING 270.6 CONNECTED KVA INFORMATION 229.0 DEMAND KVA ** SEE NOTE 19 SHEET E0.02 PHASE B 92.45 PHASE C 88.75 PANEL: K2 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 81.0 KVA CKT. EOUPA*BVT KVA COND WIRE CB POLE POLE CB WFIE COND KVA EOUPMENT CKT 1 117-COKE DISP 1.00 3 4 12 20 1 3 50 8 1 4.04 160A-RETHERM 2 3 134-TEA BREWER 1.70 3/4 12 20 1 50 4.04 CABINET 4 5 134-TEA BREWER 1.70 3/4 1 12 20 1 50 4.04 1 to6 7 117-COKE DISP 128-SALAD BAR 1.00 3/4 12 20 1 3 50 8 1 4.04 160A-RETHERM CABINET 8 9 1.20 3/4 12 20 2 50 4.04 10 11 1.20 20 50 4.04 12 13 131-WARMER 0.83 3/4 12 20 1 1 25 10 3/4 2.00 160B-HOLD CAB 14 15 125-COOKER/WARM 1.50 3/4 12 20 1 1 20 12 3/4 1.50 CONY REC 16 17 126-COFFEE 1.68 3/4 12 20 1 1 15 12 3/4 0.86 205-COOLER 18 19 119-MERCHANDISER 0.49 3/4 1 12 20 1 1 20 1 SPARE 20 21 117-COKE/TV CONV REC 1.20 3/4 12 20 1 1 20 SPARE 125-COOKER WARM 22 23 1.50 3 4 12 20 1 1 20 12 3/4 1.50 24 25 173-REFRIG 0.60 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER/WARM 26 27 134-TEA BREWER 1.72 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER/WARM 28 29 117-COKE DISP 0.30 3/4 12 20 1 1 20 12 3/4 1.50 125-COOKER WARM 30 31 CONV REC 111-COOLER 101-BLENDER 1.50 3/4 12 20 1 1 20 12 3/4 0.61 169-REFRIG SPARE SPACE 32 33 1.21 3/4 12 20 1 1 20 34 35 1.50 3/4 12 20 1 36 37 SPACE 38 39 40 41 42 PHASE A 17.61 57.0 CONNECTED KVA 45.0 DEMAND KVA PHASE B 19.61 PHASE C 19.82 0 00 00 0 0 N 0 00 N T) PANEL- P1 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS IG BUS CAPACITY 54.0 KVA CKT. EOUF DEWY KVA COND WFE CB POLE POLE CB WFr: COND KVA EOUrNENT CKT 1 STB REC SOUND SYSTEM 1.00 374 12 20 1 1 20 12 3/4 1.00 BUG LIGHTS DOOR BUZZER 2 3 1.00 3/4 12 20 1 1 20 12 3/4 1.00 4 5 OFFICE REC 1.50 3/4 12 20 1 1 20 12 3/4 1.50 DRIVE THRU 6* 7 IRRIGATION REC 0.50 3/4 12 20 1 1 20 12 3/4 1.50 SHOW WINDOW REC 8 9 EXTERIOR REC 1.00 3/4 12 20 1 1 20 12 3/4 1.20 BAR REC 10 *11 PRINTER CASH 0.50 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 12 13 DINING/EXT REC 1.00 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 14 15 FIRE ALARM 0.50 3/4 12 20 1 1 20 10 3/4 1.50 SHOW WINDOW REC 16 17 BAR TV 1.00 3/4 12 20 1 1 20 10 3/4 1.00 PRINTER CASH *18 19 ROOF REC 0.36 3/4 12 20 1 1 20 10 3/4 1.00 DINING TV REC 20 21 HOOD CONTROL 0.50 3/4 12 20 1 1 20 12 3/4 1.20 DINING CONV REC 22 23 FLY FAN 1.00 1 3/4 12 20 1 1 20 12 3/4 1 1.00 EXTERIOR REC 24 25 EF1 /SF1 2.10 3/4 12 20 3 1 20 12 3/4 1.50 SHOW WINDOW REC 26 27 " 2.10 12 20 1 20 12 3/4 1.20 EF6 28 29 2.10 12 20 1 15 12 3/4 0.70 EF7 30 31 EF2 0.83 3/4 12 15 3 1 20 12 3/4 0.30 114-PRINTER 32 33 Is0.83 12 15 1 20 12 3/4 0.30 11 4-PRINTER 34 35 of0.83 12 15 1 20 SPARE 36 37 EF3 1.20 3/4 12 20 1 SPACE 38 39 EF4 0.90 3/4 12 15 1 40 41 EF5 1.20 3/4 1 12 1 20 1 1 1 1 1" 1 42 PHASE A 13.29 39.9 CONNECTED KVA * ISOLATED GROUND RECEPTACLE. 39.3 DEMAND KVA PHASE B 13.23 PHASE C 13.33 PANEL: K3 VOLTAGE: 120/208 MOUNTING: FLUSH MANUFACTURER: SQUARE D SOURCE: MDP PHASE: SPACES: TYPE: 3 30 NQOD MAIN: SMD/MLO: AIC: REMARKS CAPACITY 225 MLO 10,000 72.0 KVA CKT. EOUPMENT KVA COND WR9E CB POLE POLE CB WFE COND KVA EOUPMENT CKT 1 125/163-COOKER 1.70 3/4 12 20 1 3 50 8 3/4 4.00 146-CONV OVEN 2 3 149-TOASTER 1.50 3/4 12 20 1 50 8 4.00 of4 5 HOOD LIGHTS 0.70 3/4 12 20 1 1 50 8 4.50 It6 7 150-GRIDDLE 3.50 1 6 60 3 3 50 8 3/4 4.00 146-CONV OVEN 8 9 " 6.00 6 60 50 8 4.00 10 11 " 3.50 6 60 50 8 4.50 12 13 SPARE 20 1 SPACE 14 15 20 1 16 17 " 20 1 18 19 SPACE " 20 21 22 23 Is 24 25 " 26 27 " Is 28 29 " 30 PHASE A 13.2 41.9 41.9 CONNECTED KVA DEMAND KVA PHASE B 15.5 PHASE C 13.2 PANEL: LCP VOLTAGE: 120 MAIN: MOUNTING: FLUSH RELAYS: 40 SMD/MLO: MANUFACTURER: LUTRON SPACES: AIC: SOURCE: TYPE: XPS40-120FT REMARKS CAPACITY CKT. EOUPMENT KVA COND WIRE RELY POLE POLE RELY WFE COND KVA EOUPMENT CKT 1 L1-1 20 1 1 20 L1-2 21 2 L1-2 20 1 1 20 L1-4 22 3 L1-5 20 1 1 1 1 20 1 L1-6 23 4 L1-7 20 1 1 20 L1-8 24 5 L1-9(a) 20 1 1 20 L1-10 25 6 L1-9 b 20 1 1 20 L1-12 26 7 L1-9(c) L1-9(d) 20 1 1 20 L1-14 L1-16 27 8 20 1 1 20 28 9 L1-11 a 20 1 1 20 L1-20 29 10 -11 1(b) 20 1 1 20 L1-22 30 11 L1-13(a) 20 1 1 20 L1-24 31 12 L1-13 b 20 1 1 20 L1-26 32 13 L1-15 L1-17 L1-19 20 1 1 20 L1-28 L1-30 SPARE 33 14 20 1 1 20 34 15 20 1 1 1 20 35 16 L1-21(a) 20 1 1 20 36 17 L1-21(b) 20 1 1 20 37 18 L1-23 20 1 1 20 38 19 SPARE 20 1 1 20 39 20 of 20 1 1 1 1 1 20 of40 PHASE A 0 PHASE B 0 PHASE C 0 PANEL: K1 VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 72.0 KVA CKT. EOUPNBYT KVA COND WFE CB POLE POLE CB WFE OOND KVA EOUPtuB�T CKT 1 WTR HTR PUMP 184-COOKER 187-WALK-IN 1.00 3/4 12 20 1 3 30 10 3 4 1.00 136-WALK-IN COOLER Is6 2 3 1.80 3/4 12 20 1 30 10 1.00 4 5 1.00 3/4 10 30 3 30 10 1.00 7 COOLER 1.00 10 30 1 3 40 8 3/4 2.40 200-ICE MACH 8 9 to1.00 10 30 40 8 1 2.40 10 11 189-WALK-IN 1.00 3/4 10 30 3 40 8 2.40 " 12 13 FREEZER 1.00 10 30 3 20 12 3/4 0.90 154-WARMER 14 15 to1.00 10 30 20 12 0.90 " 16 17 CARBONATORS 1.20 3/4 12 20 1 20 12 0.90 " 18 19 195-DISH WASHER 2.50 3/4 10 30 1 1 20 12 3/4 0.60 143-PREP TABLE 20 21 200-ICE MACHINE 1.92 3/4 12 20 1 1 20 SPARE 22 23 156-DRAWER WMR 0.90 3/4 12 20 1 1 1 20 SPARE 24 25 SPARE 20 1 1 1 1 20 SPARE 26 27 SPARE 157 9 SLICER 20 1 1 20 12 3/4 1.20 148-FREEZER 125-COOKER WARM 28 29 0.96 3/4 12 20 1 1 20 12 3/4 1.50 30 31 SPARE 20 1 1 20 12 3/4 1.79 123-HEAT LAMP 32 33 176-PREP MATE 1.63 3/4 12 20 1 1 20 12 3/4 1.50 WORK TABLE 34 35 165-FREEZER 0.90 3/4 12 20 1 1 20 12 3/4 0.91 167-REFRIG 36 37 COOLER HTR 1.20 3/4 12 20 1 1 20 12 3/4 1.50 FREEZER DRN HTR 38 39 SPACE SPACE 40 41 Is I I " 42 PHASE A 14.89 411.9 CONNECTED KVA 33.5 DEMAND KVA PHASE B 14.35 PHASE C 12.67 PANEL: u VOLTAGE: 120/208 MAIN: 225 MOUNTING: FLUSH PHASE: 3 SMD/MLO: MLO MANUFACTURER: SQUARE D SPACES: 42 AIC: 10,000 SOURCE: MDP TYPE: NQOD REMARKS CAPACITY 54.0 KVA CKT. EOUFWENT KVA COND WFE CB POLE POLE CB WFE COND KVA E0UPN8gT CKT 1 KITCHEN LTS 1.14 3/4 12 20 1 1 20 12 3/4 0.23 DRIVE THRU LTS 2 3 KITCHEN LTS 0.85 3/4 12 20 1 1 20 12 3/4 0.30 EXTERIOR LTS 4 5 KITCHEN LTS 1.35 3/4 12 20 1 1 20 10 3/4 0.84 EXTERIOR LTS 6 7 TOILET LTS SALAD BAR LTS 1.11 3/4 12 20 1 1 20 12 3/4 0.74 EXTERIOR LTS FRONT SIGN 8 J9 1.13 3/4 12 20 1 1 20 12 3/4 1.20 10 11 BAR LTS 0.80 3/4 12 20 1 1 20 12 3/4 0.50 EXTERIOR LTS 12 13 BAR LTS 0.87 3/4 12 20 1 1 20 12 3/4 1.20 SIDE SIGN 14 15 PATIO LTS 0.49 3/4 12 20 1 1 20 12 3/4 1.00 MENU BOARD 16 17 DINING LTS 0.91 3/4 12 20 1 1 20 12 3/4 0.50 OFFICE STOR LTS 18 19 DINING LTS 0.73 3/4 1 12 20 1 2 20 10 3 4 1.35 PARKING LTS 20 21 DINING LTS PORCH LTS 0.84 3 4 12 20 1 20 10 1.35 " PARKING LTS 22 23 0.90 3/4 12 20 1 2 20 10 3/4 1.35 24 25 SPARE 20 1 20 10 1.35 " 26 27 FREEZER LTS 0.50 3/4 12 20 1 2 20 10 3/4 0.90 PARKING LTS 28 29 BAR FANS 1.44 3/4 12 20 1 20 10 0.90 It30 31 DINING FANS PATIO FANS SPACE 1.44 3/4 12 20 1 2 20 SPARE SPARE 32 33 0.96 12 20 1 1 20 34 35 -3/4 1 20 36 37 it It of42 of38 so40 39 I 41 PHASE A 10.16 292 CONNECTED KVA 29.2 DEMAND KVA PHASE B 9.52 PHASE C 9.49 16" >sov" 11 Alm '�*Vpx DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 A z 9 W O LO LO O C U � 10 •00 Co C'4 OO�Q ) a o `~ O s CL c .E c U0 Q _ O a� 00 D N `� O v -a _D c VCD O s i c Lo (D a L i 0 LO N O © copyright ' revisions: drawn: checked: date: prof. no: r_ 00 Lo m r\ Its c O (L) c s m a V CN ,I- LO CM CM a 0 N 5 L O O -0 a �s slb spb 3-21-08 P07-15B E8.01 --- - - -- - - 11 1 I I 11 _ ! 1 1 1 1 I I 1 9 1 11 1-I'm tR1111 RR111 1w I gl , I I I I I I _ I L I (_ 1 t I I KITCHEN EQUIPMENT SCHEDULE EQUIP f DESCFIPTM AMPS VOLTS/ PHASE RECEPTACLE 101 ISLAND OASIS STAND 5-20R 103 BLENDER STATION 120 1 111 3 DOOR COOLER 10.1 120 1 5-20R 114 RECEIPT PRINTER 120 1 5-20R 115 CASH REGISTER SYSTEM 120 1 5-20R 117 DROP IN 15x23 6 VALVE 2.5 120 1 5-20R 119 REFRIGERATED MERCHANDISER 4.1 120 1 5-20R 123 HEAT LAMP 60" LONG 14.9 120 1 5-20R 125 COOKER/WARMER 12.5 120 1 5-20R 126 COFFEE BREWER 14 120 1 5-20R 128 SALAD BAR 6 208 1 L6-20R 131 FOOD WARMER 6.9 120 1 L5-20R 134 ICED TEA BREWER 14.4 120 1 5-20R 136 WALK-IN COOLER 8'x12' 208 3 HARDWIRE 143 PREP FOOD TABLE 4.9 120 1 5-20R 145 EXHAUST HOOD #3 HARDWIRE 146 CONVECTION OVEN 35 208 3 L15-50R 148 FREEZER 10.4 120 1 5-20R 149 CONTACT TOASTER 13 120 1 5-20R 150 GRIDDLE 33.4 208 3 L15-60R 152 EXHAUST HOOD #2 HARDWIRE 154 FOOD WARMER 3-TRAY 10.3 208 3 L1 1-20R 156 DRAWER WARMER 7.5 120 1 5-20R 157 PORTION SCALE 120 1 5-20R 159 SLICER 7 120 1 5-20R 160 EXHAUST HOOD #1 HARDWIRE 160A CVAP HOLDING CABINET 33.7 208 3 L15-50R 160B CVAP HOLDING CABINET 16.7 120 1 L5-30R 161 CHEF BASE REFRIG 8.1 120 1 5-20R 163 FRYER 1.7 120 1 5-20R 165 FREEZER WORKTOP 7.5 120 1 5-20R 167 REFRIG 7.6 120 1 5-20R 169 REFRIG WORKTOP 5.1 120 1 5-20R 172 DRIVE-THRU COMMUNICATION SYSTEM 2.5 120 1 5-20R 173 REFRIG WORKTOP 5 120 1 5-20R 176 PREP MATE 13.6 120 1 5-20R 181 EXHAUST HOOD #5 HARDWIRE 184 COOKER 15 120 1 5-20R 185 AIR CURTAIN FAN 5.1 120 1 HARDWIRE 187 WALK-IN COOLER 208 3 HARDWIRE 189 WALK-IN FREEZER 208 3 HARDWIRE 195 DISHWASHER DOUBLE RACK 26 120 1 L5-30R 197 EXHAUST HOOD #4 HARDWIRE 200 ICE MACHINE 19.9 208 3 HARDWIRE 204 FREEZER/COOLER CONDENSERS 208 3 HARDWIRE 205 BACK BAR COOLER 1 7.2 120 1 5-20R 0 V Q 0 00 00 O 0 N N 0 00 It Ln FAN and LIGHT FIXTURE SCHEDULE LAMP 0041SIDAL IDESCR PTM RMSH MOUNTM FBMAWS a Q ali 3! 1 LAMP PART NUMBER MANWACTUFER + PART # � A 10 26 X 1 2-F26 QUAD JUNO CAN PEWTER RECESS BAR AREA - TIN CEILING CV6-126/32T-600CPTLH28 B 10 65 X 1 65PAR30FL25 JUNO CAN WHITE RECESS BATHROOMS - WHITE TRIM TC2/24B-WH C 24 65 X 1 65PAR30FL25 JUNO CAN BLACK RECESS DINING ROOM AND WOOD CEILINGS TC2/24B-BL BLACK TRIM D 9 26 X 2 2-F26 QUAD JUNO SHALLOW CAN BLACK RECESS EXTERIOR CANOPIES CH6-226Q-650FL-BL HB26 BLACK TRIM WITH LENS E 21 32 X 4 F32T8SP35 COOPER TROFFER WHITE LAY -IN BACK OF HOUSE CEILING GRID 2GR8432AUNVL8735EB81U E2 6 32 X 2 F32T8SP35 COOPER TROFFER WHITE LAY -IN BACK OF HOUSE CEILING GRID 2GR8232AUNVL8735EB81U EM 17 INCLUDED REXEL EM2 EMERGENCY WHITE WALL EMERGENCY EGRESS LIGHTING LIGHTING EX 10 INCLUDED LED REXEL NXPB-3RBL EXIT SIGN WHITE WALL F 6 32 X F32T8 SP35 COOPER ENCLOSED WHITE CEILING SMOKER / DISH WASH AREAS VT2-232DR-UNVEB8I-WL-U INDUSTRIAL G 19 50 X 1 50PAR20 BASELITE RLM PENDANT GALV CEILING BACK PORCH AND PATIO TABLES MC 12/49BLC/49 H 4 50 X 1 50PAR20 BASELITE TWIN HEAD GALV CEILING 66" TABLES BD105 49 ST E14 49 BZX URG CHANDELIER J 8 50 X 1 50PAR20 BASELITE 11" ARM MOUNT GALV WALL REST ROOM LAV'S MC12/49/E12 11" 49 HL-U CATERING & CARRY OUT SIGNS K 2 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING CORNER TABLES B105/49/URG/BAX/UGR/BLC B105/49 6' BLACK CORD L 16 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING DINING ROOM TABLES R916 PR3 GU -1 43 BLC R916 PR3 RADIAL WAVE M 4 50 X 1 50PAR20 BASELITE PENDANT GALV TRACK LONG BAR (4) TRACK CONNECTORS P1 CLCG 49 1001NC/BLC POCLCG 49 CAGED GLASS W ADPT CONTECH LA17A-BLK N 3 50 X 1 50PAR20 BASELITE PENDANT GALV CEILING SHORT BAR P1CLCG/49/1001NC/BLC POCLCG/49 CAGED GLASS 0 2 JUNO T4BL 4' TRACK BLACK CEILING WITH (2) T21 BL FEED P 3 JUNO T8BL 8' TRACK BLACK CEILING WITH 3 T21 BL FEED Q 15 75 X 1 75PAR30 JUNO TRACK HEAD BLACK TRACK R532BL R 4 75 X 1 75PAR30 JUNO EYEBALL BLACK RECESS WALL LIGHTING ® ROW ONE TC2 249B-BL S 3 28 X 1 INCLUDED JUNO 4' UNDER CABINET WHITE SURFACE SNEEZE GUARD T5 3000K UFL246-WH T 13 REXEL-INDOOR 52" ANTQ.NKL PEWTER CEILING (10) 4" STEM, WOOD CEILINGS & DINING ROOM ELN52AN5 5 PANEL BLADES (3) 18" STEM, BAR U 3 REXEL-OUTDOOR 52" BLACK BLACK CEILING PATIO AW52MBK5 ABS BLADES V 4 175 X 1 MH175 ACCULITE DARKSKY LSTD BRONZE SURFACE BUILDING EXTERIOR DW-175MH-DBZ WALL PACK W 4 60 X 1 60A130V BASELITE 6" SHADE GALV WALL PATIO W407B/49 X 5 150 X 1 150A/S130V BASELITE ANGLED SHADE GALV WALL EXTERIOR BUILDING SIGNS A814/49/E6/491NC 22.25" ARM HL-H Y 4 100 X 1 100A/S130V BASELITE 14" SHADE GALV WALL BUILDING EXTERIOR W514 49 WM26 49 1501NC W514 49 Z 2 JUNO T68L (NOT USED) 6' TRACK BLACK CEILING MOUNT W/ ALLTHREAD 0 10'-0" A.F.F. 1 T23BL CONNECTOR 1 T38BL FEED &,,,A4+" - DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 O u �O (T 'L0 O 'IT L0 Lo O C o" � ,'I- IT C 0 �a- 0 s Q C C v a. 0 a) 00 C N M O -0 N 0 D } O (1) -0r�'-0 o u C 0 L N O © copyright revisions: drawn: checked date: prof. no: E00 co N WN C° s a V N ,I- LO CM M 0 > .0 aD O O 0 o = �s �o a o -_ 'o `O N slb spb 3-21-08 P07-15B E8.02 L - LOAD CALCULATIONS LOAD TYPE CONNECTED VA DEMAND FACTOR DEMAND LOAD (VA) LIGHTING 25,300 1.25 31,600 HVAC HEAT 60,800 1.00 60,800 EXHAUST FANS +25% LARGEST 19,500 1.00 19,500 KITCHEN EQUIP 141,160 0.65 91,754 RECEPTACLES AND MISC 25,300 1.00 25,300 TOTAL 275,860 228,954 228,954 VA a 120/208V 3f - 636 AMPS RTU-1 RTU-2 RTU-3 GROUND TO COLDWATER PIPE, STRUCTURAL STEEL, FOOTER STEEL AND GROUND RODS, AS REQUIRED, TO ACHIEVE A MAXIMUM 10-OHM RESISTANCE. FIRE SPRINKLER MONITOR PANEL GAS VALVE 2 PHONE LINES 120-V POWER P1-15 EC SHALL PROVIDE PANEL, WIRING AND ALL LABOR FOR A FULLY FUNCTIONAL SYSTEM. VERIFY LOCATION WITH AHJ. electrical riser diagram scale: nts PANEL L1 PANEL LCP 2" NIPPLES —I LUTRON XPS40-12OFT AS REQUIRED SOFTSWITCH PANEL LUTRON SO-7BN-WH WALL SWITCH (CAN WASH) CONDUCTOR SCHEDULED 1. 3 SETS 4-400KCMIL IN 3-3"C. 2. 4#3/0, #4 GND #4 ISO GND IN 2.57C. 3. 4#4/0, #4 GND IN 2.5"C. 4. 4#3/0, #4 GND IN 2.5"C. 5. 4#1/0, #6 GND IN 27C. 6. 4#10, #10 GND IN 1"C. 7. 3#4, #8 GND IN 1.25"C. 8. 4#1/0, #6 GND, #6 ISO GND IN 27C. 9. #3/0 GROUNDING -ELECTRODE CONDUCTOR. 10. LUTRON GRX-PCBL-46L CABLE. 0 3-LUTRON SO-7BI-WH WALL SWITCHES (WAITRESS STATION) 2 fire alarms stem riser diagram r 3 lighting controls stem riser diagram �01 scale: nts �01 scale: nts DICKENS & ASSOCIATES, INC. 232 Bay Street Phone: (386) 253-1511 Daytona Beach, FL 32114 Fax: (386) 252-0673 CA #: 002396 Project #: 4542.00 Engineer: Stephen Byrne PE #: 17584 i 0 LO LO O > - "C:a,0,'0 ^ r "a � oo 'IT X 00 O rn s CL �c c U0 Q _ O (1) 00 D N M O o� U o c , 0 v 0 r" U i C c L 0 L 0 0 0 L0 N O 0 copyright . Q revisions: drawn: checked: date: prof. no: a) v c ao Lo m � .. c O m c s n ai a) a V) N ,1- LO M M O 0 > _N O O � _ n 0 — 0) s 'o O s 'O a �O N slb spb 3-21-08 P07-15B E9.01 a 'S 1 `AA,eCj> C-,bASYJA t ,4 - 4 79 (,C 4 s w