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1621 Rinehart Rd - BC06-001904 (NEW RETAIL - SHELL) (A)PERMIT ADDRESS / � Z CONTRACTOR ADDRESS PHONE NUMBER PROPERTY OWNER ADDRESJ/W, OJ Mir PHONE NUMBER YO -7 - 2' Z152' V � ELECTRICAL CONTRACTOR MECHANICAL CONTRALTO PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT #_ ( P?6) 4 DATE PERMIT DESCRIPTION Ilb-W kt-fad - PERMIT VALUATION SQUARE FOOTAGE b-h.q-q .0 '00 Lonnie G. Peterson, AIA President James E. Downs, AIA Vice President Michael E. Lynch, RA Vice President Norberto 0. Campos Director of Design Greg N. Simpson, AIA Director of Architecture Jay R. Adkinson Director of Technology Professional Registrations Alabama Arizona Arkansas California Colorado Connecticut Delaware Florida Georgia Indiana Illinois Jo,va Kansas Kentucky Louisiana Maryland Michigan Mississippi Missouri Nebraska Nevada Nein Jersey New Mexico New York North Carolina Ohio Oklahoma Oregon Pennsylvania .South Carolina Tennessee "Texas Utah Vermont Virginia Washington West Y'irginia Affiliated Office Edivard J. Cuhaci & Assoc. Ottawa, Ontario, Canada 1220 Alden Road Orlando, FL 32803-2546 (407)228-4220 Fax(407)228-4219 bttu://W WW.0-P.com Cuhaci Peterson, Architects FL- Corporate Certitiic4te #AA C000526 28 February 2006 Mr. Timothy Robles, Fire Protection Inspector/Plans Examiner Sanford Fire Department No® Fire Prevention Division 300 N. Park Avenue JJ Sanford, FL 32771 RETAIL @ RINEHART SANFORD, FLORIDA Dear Mr. Robles: The following are responses to your comments that you posted to us on July 21, 2005 for the Shoppes at Rinehart project: Comment 1.1 Fire alarm required for monitoring of sprinkler system. Response: Refer to Sheet E301 for Fire Alarm Riser Diagram. Fire Alarm shop drawings will be submitted for permit by contractor. Comment 1.8.2.2 Rear storage exits — EXITS SHALL BE DILINEATED WITH 44" yellow paint on floor leading to EXIT door. Response: As discussed, you will review this issue with the tenant improvement drawings as they are submitted for permit. This is not needed with shell building. Comment 2.9 Emergency Lighting — (1) foot candle (10 lx & a minimum at any point of 0.1 foot candle (ILX) measured along the path of egress at floor level. Therefore, additional emergency lights may be required, (power shut down test required at night only). Emergeney Lil4htinI4 required inside Main Electrical room and all restrooms. Response: Refer to revised Sheet E102. Emergency lighting has been added in all restrooms. Comment 3.5 Extinguishing Requirements — As per NFPA 10, two(2) fire extinguishers required per NFPA #10. See blue prints (minimal 3AIOBC Rated). Per Unit. Response: Refer to Sheet LSP100-3 for Fire Extinguisher Detail, and refer to Sheet LSP101 for locations of fire extinguishers as discussed. The 3000 and 2000 sf spaces each have two (2) extinguishers placed in opposite corners of the space. All other 936 sf spaces have one (1) extinguisher. Comment 3.6.1 Key Box — One (1) required. Response: Will be coordinated by contractor upon receipt of fire protection permit. HP -5 / :� i r F .;, i t , $ 1 A :: ,,. ,. i4 , 1 .i..,. .s. , � . 1 i i - f { d 3.. i i :7 i t 1 "},.j. r 9 f. A $ 1 � �r 'S t / s t 1 120 (4) 32W T8 GRID � ,r:. , 'J f 1 I %e « } 1 1 l 1. ," ..: i. [ a i +�,..,.: �. i t a '� i L 1 EM 1 • t LITHONIA ELM2 N 1 d. (£ 1 I r j 1 � f+, :..,ft3 a ► 4 j $ ! ,..1.::. : Y f 1 X 1 1 , I i t' i S • .e:,..,<{ { 4 s 1 1 #, 4- I { , 1 LITHONIA LQM S W 1 R 120 EL N ® , � �d5,.7fFk .� 1 j i I I r .. .. ,.:.: a 3 ti I / f S k ,, .n. i� n 7 i 1 O $ 11 .,.... `f i* ':.::.:. ,J! s „+.r„ i? 1 11 ,A,r.:,.. 1 .'.:.... .,: ., ; r.. I y P 5 ;. .. .,. v. t x , t, L , "n"� 1 h. .:pl.�7'e,9 ..: krtv ,., :..i y f f a , { C 1 f .. 1 1 4 ! E I 1 1 { , i. ,�.:rt $ t a t•.. 4 z. , 1 • � ) { 1 ►1 f .. �t a :$� �� '�I�iP?���}`.`,$1 1 it: -,i vd$ri'rt�►. ! ,kge. /•� r� 1 1 - j �.l,r•;. ' H. (, ,.i:,... , r j , i D *� $ p , ^ r i { f aa j t i i { i f 6 a ` 7 (( r I l i } f `r i f , .p r f ll F rr 's ( 1$ t rrp 4 � r 9 ! I , ii r { L 6 V rr dot 4 x...::.,-, f .i,.1..:t� err. �vti :: '# . , •UI ..,..: :::.;,.. is , . I 1 1 1 1 1 1 1 \ 1 \ 5 j E a I ti.,., ,:�.j ?O { r j i :,+,•,:.:.:} 't 1 i. r , 2 { e s ::. e . ,.., r. r i; { f .3', {': iN I4 afti' 1 �v wCL ,�. . t I 1 I r i? } + r }:a d.1?it° 7 i�rt t„ p h Y +a - e r 1 t Y GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES. 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE SPECIFICATIONS. 0 T W o U) 0 ccs a LIGHTING PLAN NOTES: O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDS-D BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. ELECTRICAL LIGHTING PLAN SCALE: 1l8" = 1'4' it o n toi 1 ) VVV4 Dde♦ ✓ Q0 0 de/ � N C% O co c cu tN O N IT 01 LL. va O N O ti Q X M uLL O � O c N -0 cp g<{ p N -- a. U LIGHT FIXTURE SCHEDULE TYPE SYMBO MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A J LITHONIA 2SP8 G 4 32 A12125120 120 (4) 32W T8 GRID B LITHONIA Sl 32 120 120 (1) 32WT8 SURFACE EM LITHONIA ELM2 N 120 LED INCLUDED WALL @ 8'-0" A,F.F. X ® LITHONIA LQM S W 1 R 120 EL N 120 LED INCLUDED UNIVERSAL Z Eco 00 U) OO I LtJ �® U = Z �v wCL ,�. -Ln Z w CN ELL- ALTERNATE FIXTURES SHALL BE BY "COOPER INDUSTRY", "LITHONIA", "GENLYTE", "HUBBELL" AND "THOMAS INDUSTRY". ALL FIXTURE SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). 0 GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL FIXTURES. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES. 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE SPECIFICATIONS. ELECTRICAL LIGHTING PLAN SCALE: 1l8" = 1'4' it o n toi 1 ) VVV4 Dde♦ ✓ Q0 0 de/ � N C% O co c cu tN O N IT 01 LL. va O N O ti Q X M uLL O � O c N -0 cp g<{ p N -- a. z t� 0 ) w LL! J f-- W L j LU U) U J C7 J W M w N LL O M O p Z Eco 00 U) OO I LtJ �® U = Z �v wCL ,�. -Ln Z w CN ELL- J U 0 z� z t� 0 ) w LL! J f-- W L j LU U) d- CIO C7 Q M w N LL ~ } ¢ O M o Z W Y 00 U) IrZ LtJ R3 = Z y\)' cc �� wCL O (1) f-- z CL ELL- 0 z� E 0 T W o U) 0 ccs a z t� 0 ) w LL! J f-- W L j LU U) d- (y C7 M w N H O ~ } ¢ O O w N Z W Y 00 LijO LtJ cr)O] = Z a U O U EXISTING 12' WATER MAIN air - E ARTMENT ONNECTION CONNECT TO EXISTING 12' WATER MAIN WITH 12'X6' SADDLE AND VALVE DOUBLE DETECTOR CHECK - VALVE WITH %' METER BY PASS m 10' FROM WATER MAIN TO m DOUBLE DETECTOR CHECK VALVE, CONNECT TO EXISTING 12' WATER MAIN WITH IP'XP' TAP AND VALVE m r SITE PLAN "9 1 '=40'-C" UNDERGROUND FIRE MAIN NOTES: t ALL OUTSIDE WATER MAINS DOWNSTREAM OF THE POINT OF SERVICE SHALL BE FIRE MAINS AND SHALL BE INSTALLED BY A CLASS 1, 11, OR V FIRE PROTECTION CONTRACTOR. 2. SEE CIVIL DRAWINGS FOR LOCATION OF FIRE MAINS. SHOWN HERE TO GIVE POINT OF SERVICE AND HYDRAULIC REFERRENCE POINTS. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATION OF MAINS AND STUB -UPS FOR SPRINKLER RISERS WITH ALL OTHER CONTRACTORS AND MAKE ADJUSTMENTS AS NECESSARY TO PROVIDE COMPLETE SYSTEM AT NO ADDITIONAL COST TO THE OWNER, 3. UNDERGROUND FIRE MAINS TO BE DR14 PVC (C-900) OR CLASS 50 DUCTILE IRON (DI). ABOVE GROUND PORTION OF OUTSIDE MAINS TO BE CLASS 50 (OR HIGHER) DI. PIPING UNDER THE BUIL DINGS ij SHALL BE MECHANICAL JOINT CLASS 53 DI. 4. INSTALL, FLUSH, AND TEST OUTSIDE FIRE MAINS PER NFPA 2.4. (EDITION 'ENFORCED BY AHJ), 5. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF CIVIL DRAWINGS AND SPECIFICATION. 14"W1 5 FIRE RATED PIPE PENETRATION DETAIL . . ..... . . ...... F-1 NO SCALE .NOTES: FLOOR OR WALL ASSEMBLY -MIN. 2 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR MIN. 7 5/8" THICK CONCRETE OR MASONRY BLOCK WALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DI A STEEL PIPE OR CONDUIT -NOMINAL 6" DIA,(OR SMALLER) SCHEDULE 10S(OR HEAVIER) STEEL PIPE OR NOM 4" DIA,(OR SMALLER) STEEL EMT OR RIGID CONDUIT. MAX ONE STEEL PIPE OR CONDUIT PER THROUGH OPENING. WHEN THROUGH OPENING SIZE EXCEEDS 4" DIA. MAX. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". 03 PACKING MATERIAL -USED AS A FORM TO PREVENT LEAKAGE OF THE FILL MATERIAL WHEN IN A PLASTIC STATE, IN FLOORS, PACKING MATERIALS MAY CONSIST OF CARDBOARD, MINERAL -WOOL BATTS OR CERAMIC FIBER BLANKET MATERIAL. IN WALLS, PACr<INC MATERIAL MAY CONSIST OF MINERAL -WOOL BATT OR CERAMIC A 1-n FIBER BLANKET MATERIAL WITH A REMOVABLE FORM(T., P17 L OR LQUAL A Q PLACED OVER THE THROUGH OPENING AT THE WALL SURFACE TO PREVENT SEEPAGE OF THE FILL MATERIAL FROM THE THROUGH OPENING WHILE IN ITS PLASTIC STATE, FILL, VOID OR CAVITY MATERIALS -APPLIED TO FILL THE THROUGH OPENING TO A MIN. DEPTH AS REQUIRED. 0 SSTEEL COVER PLATE -MIN, 0,019" THICK (26 GAUGE) GALV STEEL PLATE SIZED TO OVERLAP THE THROUGH OPENING MIN. 2". SECURED TO TOP OF CONCRETE FLOOR (AND BOTH SIDES OF WALL) WITH STEEL MASONRY FASTENERS, WHEN ANNULAR SPACE IS GREATER THAN 3/4". VAPORPROOr- SEAL OR APPROVED DRYWALL COMPOUND1� L Appa I E- D PER U. L. GR LISTING AND TESTING PROCEDURES IF OPENING IN WALL AROUND PIPING IS LESS THAN 1/4". 0 INSTALL "BLOW-OUT" PATCH TCH PER ARCHITECTURAL WALL DETAILS IF OPENING irl WALL AROUND PIPE EXCEEDS 1/4". I "I a A m 11 Em'iffle, 10 1. RISER FROM MAIN WATER SUPPLY 2, ALARM CHECK VALVE 3. MONITORED OS&Y VALVE r, VALVE 5, PIPING FROM SIAMESE 6. WET PIPING TO SPRINKLER SYSTEM 7, TEST STATION DISCHARGE PIPING S. RETARD CHAMBER 9. PRESSURE GAGE 10. STRAINER & CHECK VALVE ll, CHAIN LOCK VALVE OPEN 12. WATER MOTOR GONG 13. REDUCER 14. FLOW SWITCH SPRINKLER RISER n-ElAl-L NO SCALE SPRINKLER DRAWING NOTES 1. INSTALL WET PIPE SPRINKLER THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 9. SPRINKLERS SHALL BE AT LEAST 12 INCHES FROM CELING Z) GRID. 3. BRANCH LINES TO BE ALLIED X -L PIPE WITH THREADED FITTINGS, SCHEDULE 40 PIPE WITH THREADED FITTINGS OR SCHEDULE 10 PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. 4. CROSS MAINS TO BE ALLIED X -L PIPE WITH THREADED FITTINGS OR `PHIN WALL" (PER NFPA 13) WITH WELDED OR GROOVED OUTLETS AND JOINED WITH GROOVED FITTINGS, 5, ALL DEVICES TO BE UL LISTED OR FM APPROVED. 6, ALL MATERIAL, METHODS AND DESIGN SHALL BE PER NFPA 13 (2002). 7. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. B. PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. 9. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING- MAKE MODIFICATION WITHOUT ADDITIONAL COST TO THE OWNER, 10, PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13, 11. SPRINKLER FLOW SWTICHES AND TAMPER SWITCHES TO BE INSTALLED BY SPRINKLER CONTRACTOR AND CONNECTED TO ALARMS BY ALARM CONTRACTOR. 12. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13 AND 24, 13. ALL VALVES WHICH CONTROL FLOW OF WATER TO SPRINKLER SYSTEM "")HALL BE 'EQUIPPED WITH A TAMPER SWITCH CONNECTED TO THE FIRE ALARM SYSTEM. 14. ALL SPRINKLERS SHALL AND HAVE A K -FACTOR AS SHOVIN. 15, ALL SPRINKLERS IN AREAS WITH FINISHED CEL ING SHALL BE RECESSED TYPE WITH FACTORY APPLIED WHITE FINISH. 16. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN APPROVAL OF AUTHORITY HAVING JURISDICATION, PRIOR TO CONSTRUCTION. IF THE DESIGN DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT REQUESTED AND THE DEVIATION IS INCOROPORATED INTO THE SHOP DRAWINGS, APPROVAL OF SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE DEVIATION WILL NOT RELEIVE THE CONTRACTOR OFF RESPONSIBILITY TO MEET THIS REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY MODIFI C An TIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. L�,C 17, IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTF rl AM CTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING AND % OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 18. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 19. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT FLOOR, CEILING OR PARTITION. SEE ARCHITECTUAL DRAWINGS FOR RATINGS, 20, ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 21. SPRINKLER SYSTEM INSTALLATIONS MUST BE PERFORMED By A rl CLASS I OR CLASS 11 FIRE PROTECTION CONTRACTOR. 22. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. DESIGN CRITERIA RETAIL BUILDING. WET PIPE SPRINKLER SYSTEM. ORDINARY HAZARD GROUP 2 0.20 GPM PER SQUARE FEET OVER 1500 SQUARE FEET. MAXIMUM SPRINKLER SPACING IS 130 SQUARE USE FEET. DO NOT F_ 3r - EXTENDED COVERAGE SPRINKLER - REMOTE AREA TAKEN IN ADJACENT SPACES IN CASE DIMISING WALL IS CHANGED IN FUTURE. 950 GPM ALLOWED FOR OUTSIDE HOSE STREAM, EXTERIOR CANOPY IS NON-COMBUSTABLE AND IS NOT USED FOR STORAGE. ROOF FRAMING SYSTEM IS NON-COMBUSTABLE, FLOW TEST - CONDUCTED BY SANFORD FIRE PREVENTION (TIM ROBLES PH # 407-302-1091) ON JUNE 12, 200A. -STATIC PRESSURE 68 IDS)! R ES5 �IDUAI _ PRESSURE 072 PSI FLOW 1230 GPM STATIC/RESIDUAL HYD ST. JOHN'S PARKWAY & TOWNE CENTER BLVD. FLOW HTD - HYDRANT 1220015 Renna Enterprises, Inc. P. F. 16C J - 7 Ronol,4 R. Renno, P.E. AUTFi. 000fj8o3= corlsulHng Engineers 2 -3) 6,40 3231 ,Drone Fie.d Rorid Ph. (86- - 19 523 q' eland, F 1 '331811 Fax, (8 1 646 5831 .......... I GEND SYMBOL NAME METAL TEMP K NPT _ORIF MFG, MODEL # ESCUT 0 PEND. MITE 155 8.0 3/4" 17/32 VIKING M SEMI -REO. UPRIGHT BRASS 155 5.6 1/2' 1/2 VIKING M ------ HYDROUC RFERD4CEE_ NODr'_ FIRE RATED PIPE PENETRATION DETAIL . . ..... . . ...... F-1 NO SCALE .NOTES: FLOOR OR WALL ASSEMBLY -MIN. 2 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR MIN. 7 5/8" THICK CONCRETE OR MASONRY BLOCK WALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DI A STEEL PIPE OR CONDUIT -NOMINAL 6" DIA,(OR SMALLER) SCHEDULE 10S(OR HEAVIER) STEEL PIPE OR NOM 4" DIA,(OR SMALLER) STEEL EMT OR RIGID CONDUIT. MAX ONE STEEL PIPE OR CONDUIT PER THROUGH OPENING. WHEN THROUGH OPENING SIZE EXCEEDS 4" DIA. MAX. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". 03 PACKING MATERIAL -USED AS A FORM TO PREVENT LEAKAGE OF THE FILL MATERIAL WHEN IN A PLASTIC STATE, IN FLOORS, PACKING MATERIALS MAY CONSIST OF CARDBOARD, MINERAL -WOOL BATTS OR CERAMIC FIBER BLANKET MATERIAL. IN WALLS, PACr<INC MATERIAL MAY CONSIST OF MINERAL -WOOL BATT OR CERAMIC A 1-n FIBER BLANKET MATERIAL WITH A REMOVABLE FORM(T., P17 L OR LQUAL A Q PLACED OVER THE THROUGH OPENING AT THE WALL SURFACE TO PREVENT SEEPAGE OF THE FILL MATERIAL FROM THE THROUGH OPENING WHILE IN ITS PLASTIC STATE, FILL, VOID OR CAVITY MATERIALS -APPLIED TO FILL THE THROUGH OPENING TO A MIN. DEPTH AS REQUIRED. 0 SSTEEL COVER PLATE -MIN, 0,019" THICK (26 GAUGE) GALV STEEL PLATE SIZED TO OVERLAP THE THROUGH OPENING MIN. 2". SECURED TO TOP OF CONCRETE FLOOR (AND BOTH SIDES OF WALL) WITH STEEL MASONRY FASTENERS, WHEN ANNULAR SPACE IS GREATER THAN 3/4". VAPORPROOr- SEAL OR APPROVED DRYWALL COMPOUND1� L Appa I E- D PER U. L. GR LISTING AND TESTING PROCEDURES IF OPENING IN WALL AROUND PIPING IS LESS THAN 1/4". 0 INSTALL "BLOW-OUT" PATCH TCH PER ARCHITECTURAL WALL DETAILS IF OPENING irl WALL AROUND PIPE EXCEEDS 1/4". I "I a A m 11 Em'iffle, 10 1. RISER FROM MAIN WATER SUPPLY 2, ALARM CHECK VALVE 3. MONITORED OS&Y VALVE r, VALVE 5, PIPING FROM SIAMESE 6. WET PIPING TO SPRINKLER SYSTEM 7, TEST STATION DISCHARGE PIPING S. RETARD CHAMBER 9. PRESSURE GAGE 10. STRAINER & CHECK VALVE ll, CHAIN LOCK VALVE OPEN 12. WATER MOTOR GONG 13. REDUCER 14. FLOW SWITCH SPRINKLER RISER n-ElAl-L NO SCALE SPRINKLER DRAWING NOTES 1. INSTALL WET PIPE SPRINKLER THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 9. SPRINKLERS SHALL BE AT LEAST 12 INCHES FROM CELING Z) GRID. 3. BRANCH LINES TO BE ALLIED X -L PIPE WITH THREADED FITTINGS, SCHEDULE 40 PIPE WITH THREADED FITTINGS OR SCHEDULE 10 PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. 4. CROSS MAINS TO BE ALLIED X -L PIPE WITH THREADED FITTINGS OR `PHIN WALL" (PER NFPA 13) WITH WELDED OR GROOVED OUTLETS AND JOINED WITH GROOVED FITTINGS, 5, ALL DEVICES TO BE UL LISTED OR FM APPROVED. 6, ALL MATERIAL, METHODS AND DESIGN SHALL BE PER NFPA 13 (2002). 7. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. B. PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. 9. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING- MAKE MODIFICATION WITHOUT ADDITIONAL COST TO THE OWNER, 10, PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13, 11. SPRINKLER FLOW SWTICHES AND TAMPER SWITCHES TO BE INSTALLED BY SPRINKLER CONTRACTOR AND CONNECTED TO ALARMS BY ALARM CONTRACTOR. 12. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13 AND 24, 13. ALL VALVES WHICH CONTROL FLOW OF WATER TO SPRINKLER SYSTEM "")HALL BE 'EQUIPPED WITH A TAMPER SWITCH CONNECTED TO THE FIRE ALARM SYSTEM. 14. ALL SPRINKLERS SHALL AND HAVE A K -FACTOR AS SHOVIN. 15, ALL SPRINKLERS IN AREAS WITH FINISHED CEL ING SHALL BE RECESSED TYPE WITH FACTORY APPLIED WHITE FINISH. 16. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN APPROVAL OF AUTHORITY HAVING JURISDICATION, PRIOR TO CONSTRUCTION. IF THE DESIGN DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT REQUESTED AND THE DEVIATION IS INCOROPORATED INTO THE SHOP DRAWINGS, APPROVAL OF SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE DEVIATION WILL NOT RELEIVE THE CONTRACTOR OFF RESPONSIBILITY TO MEET THIS REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY MODIFI C An TIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. L�,C 17, IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTF rl AM CTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING AND % OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 18. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 19. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT FLOOR, CEILING OR PARTITION. SEE ARCHITECTUAL DRAWINGS FOR RATINGS, 20, ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 21. SPRINKLER SYSTEM INSTALLATIONS MUST BE PERFORMED By A rl CLASS I OR CLASS 11 FIRE PROTECTION CONTRACTOR. 22. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. DESIGN CRITERIA RETAIL BUILDING. WET PIPE SPRINKLER SYSTEM. ORDINARY HAZARD GROUP 2 0.20 GPM PER SQUARE FEET OVER 1500 SQUARE FEET. MAXIMUM SPRINKLER SPACING IS 130 SQUARE USE FEET. DO NOT F_ 3r - EXTENDED COVERAGE SPRINKLER - REMOTE AREA TAKEN IN ADJACENT SPACES IN CASE DIMISING WALL IS CHANGED IN FUTURE. 950 GPM ALLOWED FOR OUTSIDE HOSE STREAM, EXTERIOR CANOPY IS NON-COMBUSTABLE AND IS NOT USED FOR STORAGE. ROOF FRAMING SYSTEM IS NON-COMBUSTABLE, FLOW TEST - CONDUCTED BY SANFORD FIRE PREVENTION (TIM ROBLES PH # 407-302-1091) ON JUNE 12, 200A. -STATIC PRESSURE 68 IDS)! R ES5 �IDUAI _ PRESSURE 072 PSI FLOW 1230 GPM STATIC/RESIDUAL HYD ST. JOHN'S PARKWAY & TOWNE CENTER BLVD. FLOW HTD - HYDRANT 1220015 Renna Enterprises, Inc. P. F. 16C J - 7 Ronol,4 R. Renno, P.E. AUTFi. 000fj8o3= corlsulHng Engineers 2 -3) 6,40 3231 ,Drone Fie.d Rorid Ph. (86- - 19 523 q' eland, F 1 '331811 Fax, (8 1 646 5831 .......... > ",r) rn Lu U) llj co -60 < CD a) z CN;2 m LLJ 70 r - CL U) > ",r) rn U) llj A_ C? Z 00 f - LLJ C) 0-4 6 i z Ly L, LA rJ 0 LIS as _F A B 4i).......... . .. . .... ........ J lo /-T-1 ((jgm FLOOR PLAN FIRE PROTECTION SCALE: O" 5264 DC SEE AN FOR 1. M�ll Renna ,,Inc . P.=. E # 55067 Ronald R. Renria, P.E RUTH. # �J0005531 Con duping Engineers 3231 Drone Field Road Ph. (863) 646 1258 ak Fox. (863) 646 8881eland, Fl -3-1811 w I ca < CIA a) 0 (D 00 C) co 0') 66 Ln > Z LL co to C14 ca CN LU LL. CD C -N C�l U) CD CN Renna ,,Inc . P.=. E # 55067 Ronald R. Renria, P.E RUTH. # �J0005531 Con duping Engineers 3231 Drone Field Road Ph. (863) 646 1258 ak Fox. (863) 646 8881eland, Fl -3-1811 w I ca < CIA a) C D (D 00 C) z Ln > Z CN to ca CN Renna ,,Inc . P.=. E # 55067 Ronald R. Renria, P.E RUTH. # �J0005531 Con duping Engineers 3231 Drone Field Road Ph. (863) 646 1258 ak Fox. (863) 646 8881eland, Fl -3-1811 If ca CIA a) C:) (D co rr, Z M ca CN LU LL 0 12 U) CC Renna ,,Inc . P.=. E # 55067 Ronald R. Renria, P.E RUTH. # �J0005531 Con duping Engineers 3231 Drone Field Road Ph. (863) 646 1258 ak Fox. (863) 646 8881eland, Fl -3-1811 CIA C:) (D Z M CC LU ,jj 0 LLJ -T- RECEIVED CITY OF SANFORD PEi"MIT APPLICATION JUL 2- (P �l (9 JVLII 03 zQ�� :permit # :__-- — Date:. r-- JobAddress: RIIVE14AR7 ROA.i) 5A/.,mQr>. FL .9Z77/ Description of Work:. NEW iQEYA./L, SWELL _. Historic District: Zoning: Pb _ _ Value of Work: $ /3f)A OW. do Permit Type: Building _� Electrical - Mechanical _ �/ Plumbing J Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMT'S 1206 Addition/Alteration — Change -of Service Temporary Pole Meehanical: Residential Non -Residential I,/ Replacement New / (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures q_ # of Water & Sewer Lines It # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential _ _ Commercial _ Industrial _ Total Square Footage:q, g?S b; Construction Type: # of Stories: / # of Dwelling Units: NA, Flood Zone: (FEMA form required for other than X) Parcel #: 2%-19 I r7 r S'06 - 0000 - 0K/d (Attach Proof of Ownership & Legal Description) Owners Name ,t: Address: DI IC E DU P -P -&LT`/ PANAY¢S hl 1466IJ /As klr f ALI PO eARA_AT DENVER CO A0 20Z _ Phone: ��U 3 8? S- 9192 Cron(t�ractorName & Address: LIN 1-p , tiQ-A-VfOtAO A ori 1-aC"OC o'i 5) . nkrie try , &,A.Lp RT1 State License Number: l . e)(;0 ai ) 0 t , Phone & Fax: _Contact Person: 1`�\r Phone: Ljo ' �� AA �O Bonding Company: NA — Address: Mortgage Lender: Address: — Architect/Engineer: 0olu'o-1 �i P)F-Ts aaAt �AROH176.C78 Phone: "1071 Address: /220 AI AEN RD 0R4A1J0or F4 .32eo-4 Fax: 4l©7- 22$ q? -14 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OB'T'AIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requ' ements of Florida Lien L �'vl S 7 : . Signature of Owner/ ged Date Signat re of Contractor/Agent Date L7A rEl fes � 'pfy(n - C IDJU-10Y' Print Owner/ ge Name j Print Contractor/Agent's Name (� _ s a Date tS gnature d slot r,7- to oflFlbllCla-, ;r1rf(a�tjf�{ Date s � 6ETSY D. ENG Er�7 biY ('0"II iSSION # DD 285822 MY COMMISSION 4 DO 067834 EXPIr- L : March 23 2008 EXPIRES: Februaty2K 006�grFOFFl-e N t 9ondad Dri 1 dgt $ ""vy°ems �C ReI1A eiiih�a '� r �'c�ff fl own to Me or Contractor/Agent is -.rson Nolarv, a ; r `Knownii(I or P,fi a tic'f`Y ✓ Produced ID APPLICATION APPROVED BY: Bldg: f 1 (� 2anirrg ft-���1/v% Utilitief 1015 J FD (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: � tl C 13.0(0 List Of Abbreviations Legal Description A AIC AIR CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE BOOK 1, PAGE 86 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE-QUARTER (S.W. 'a ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER ) OF SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER DESCRIBED AS FOLLOWS: AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET SOUTH LINE OF THE SOUTHWEST ONE-QUARTER S W. OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ( 4) ALUM ALUMINUM WATER COOLER MECH MECHANICAL SIM SIMILAR POINT ON THE EAST RIGHT OF WAY LINE OF "RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING ON A CURVE APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NORTH 00°09'05" EAST; ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. 14) OF SAID SECTION 28, AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD NORTHEASTERLY ALONG THE ARC OF SAID CURVE ALONG SAID OF TANGENCY; THENCE NORTH 00°04'01" EAST F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 464.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE B 80 BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE NORTH 00004'01" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 239.64 FEET TO THE SOUTHWEST BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL CORNER OF LONT 3 OF THE PLAT "WAL MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN PLAT BOOK 65, BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST BM BEAM FIN FINISHED MTD MOUNTED SY SQUARE YARD ALONG THE SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; BRG BEARING FLR FLOOR MTL METAL BTM BOTTOM FR FIRE RESISTANT MUL MULLION T T TREAD THENCE SOUTH 00°04'01" WEST ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON BUR BUILT UP ROOF FR -S FIRE -RETARDANT T&G TONGUE & GROOVE RINEHART ROAD", A DISTANCE OF 182.62 FEET; THENCE SOUTH 51°00'15" EAST CONTINUING ALONG SAID WESTERLY WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, C CB CATCH BASIN FT FEET, FOOT NOM NOMINAL TELE TELEPHONE AND A CHORD BEARING OF SOUTH 70040'19" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE CG CORNER GUARD FTG FOOTING NTS NOT TO SCALE TEMP TEMPERED THROUGH A CENTRAL ANGLE OF 09°09'00", A DISTANCE OF 19.08 FEET TO THE POINT OF TANGENCY; THENCE CI CAST IRON FURR FURRING THK THICK SOUTH 66°40'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE CJ CONTROL JOINT FLIT FUTURE 0 OC ON CENTER TILT TOILET CL CENTER LINE OD OUTSIDE DIAMETER TO TOP OF NORTHWESTERLY; THENCE WESTERLYALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 180.50 FEET, A CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CENTRAL ANGLE OF 23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER NORTH 89°55'24" WEST, A DISTANCE OF 133.24 FEET TO THE POINT OF BEGINNING. CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS. MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U UON UNLESS OTHER- CONC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WATER HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER Vicinity Map p DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH N DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN WIO WITHOUT NTS DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD 300th DISP DISPENSER INT INTERIOR REFR REFRIGERATOR WH WATER HEATER 1,4 ir�r�ne t" d 0�D0bft DN DOWN INV INVERT REG REGLET WP WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REQ REQUIRED WWF WELDED WIRE FABRIC '- JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL 'n:1tt C`�4rt�!'.r1 E EA EACH JT JOINT RM ROOM F EB EXPANSION BOLT RND ROUND Y YD YARD j EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT G t j�r, r ro L n ege d� PROJECT SITE X -- GRID DESIGNATION ' Z& ��"' BUILDING SECTION ?':} �� r RdA301-2 A301-2 SHEET NUMBER ---J L-- - SECTION NUMBER 102 ROOM NUMBER4 102A DOOR NUMBER t l WALL SECTION A302-3Rla_ OWINDOW TYPE SHEET NUMBER -- - SECTION NUMBER � 2005 Nla,pQur-st coni, Inc 02005 NAVTEQ 2 40 STOREFRONT TYPE A501-6 SECTION DETAIL I 1 SHEET NUMBER L DETAIL NUMBER L_ WALL TYPE 50 KEY NOTE A888-88 DETAIL REFERENCE REVISION NUMBER SHEET NUMBER DETAIL NUMBER OIL TO SOMETHING ELEVATIONS TAGS "? \ EXTERIOR ELEVATION XX A201-2 MARKERS SHEET NUMBER L ELEVATION NUMBER SPOT ELEVATION TAG • 1 4 A401 2 INTERIOR ELEVATION NORTH ARROW MARKERS N SHEET NUMBER—/3 ELEVATION NUMBER BRICK D CONCRETE MASONRY LSP100 COMPACTED EARTH PLYWOOD STEEL General Notes 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES RELATED TO THIS PROJECT, 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. DRAINAGE FILL MR BOARD 5, EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE FACILITY AS PLANNED. 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. Code Information JURISDICTION AUTHORITY CITY OF SANFORD - BUILDING DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32771 PHONE (407) 330-5656 ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2001 CHAPTER 36 - (NFPA 101 WI STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING -2001 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2001 ELECTRICAL: FLORIDA BUILDING CODE, ELECTRICAL - 2001 (W/ LOCAL ADOPTED AMENDMENTS) CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) FUEL/GAS: FLORIDA BUILDING CODE, FUEUGAS-2001 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION) ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE (FBC TABLE 600): TYPE IV, UN -PROTECTED, SPRINKLERED MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 55'-0" TOTAL AREA -18,000 SQ FT PER FLOOR ACTUAL HEIGHT AND AREA: HEIGHT - 20'-6" TOTAL AREA - 9,835 SQ FT Contact Information CLIENT: GYPSUM ENGINEER: BOARD LSP100 RIGID 11111 INSULATION DRAINAGE FILL MR BOARD 5, EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE FACILITY AS PLANNED. 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. Code Information JURISDICTION AUTHORITY CITY OF SANFORD - BUILDING DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32771 PHONE (407) 330-5656 ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2001 CHAPTER 36 - (NFPA 101 WI STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING -2001 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2001 ELECTRICAL: FLORIDA BUILDING CODE, ELECTRICAL - 2001 (W/ LOCAL ADOPTED AMENDMENTS) CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) FUEL/GAS: FLORIDA BUILDING CODE, FUEUGAS-2001 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION) ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE (FBC TABLE 600): TYPE IV, UN -PROTECTED, SPRINKLERED MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 55'-0" TOTAL AREA -18,000 SQ FT PER FLOOR ACTUAL HEIGHT AND AREA: HEIGHT - 20'-6" TOTAL AREA - 9,835 SQ FT Contact Information CLIENT: DIKEOU REALTY ENGINEER: 1615 CALIFORNIA STREET LSP100 DENVER, CO 80202 LSP101 (303) 825-9192 PHONE A101 (303) 629-5163 FAX A102 CONTACT: PANAYES DIKEOU A103 EMAIL: pdikeou@dikeou.00m ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL 1220 ALDEN RD ENGINEER: ORLANDO, FL 32803 (407) 228-4220 PHONE (407) 228-4219 FAX CONTACT: DANIEL DICKSON EMAIL: danield@c-p.00m CIVIL CPH ENGINEERS ENGINEER: 500 WEST FULTON STREET SANFORD, FL 32771 (407) 322-6841 PHONE (407) 330-0639 FAX CONTACT: JUSTIN POLK EMAIL: jpolk@cphengineers.com LANDSCAPE CPH ENGINEERS ARCHITECT: 500 WEST FULTON STREET SANFORD, FL 32771 (407) 322-6841 PHONE (407) 330-0639 FAX CONTACT: JIM WINTER EMAIL: jwinter@cphengineers.com STRUCTURAL WORCESTER ENGINEERING, INC. ENGINEER: 1500 SOUTH MOUNTAIN ROAD LSP100 DILLSBURG, PA 17019 LSP101 (407) 496-5884 PHONE A101 (717) 432-9436 FAX A102 CONTACT:JOESPH WORCESTER A103 EMAIL: jbworcester@aol.com MECHANICAL, CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL 1220 ALDEN RD ENGINEER: ORLANDO, FL 32803 (407) 228-4220 PHONE (407) 228-4219 FAX CONTACT: NAWWAF "SAM" AHMAD EMAIL: sama@c-p.com Shoppes at Rinehart 1621 N. Rinehart Road Sanford(Seminole County), FL 32771 Drawing Index SHEET NO. TITLE W C0 W w W N H wZ) A602 STRUCTURAL S101 S201 COVER SHEET AS100 ARCHITECTURAL SITE PLAN & DETAILS LSP100 CODE SUMMARY & DETAILS LSP101 LIFE SAFETY PLAN A101 FLOOR PLAN A102 REFLECTED CEILING PLAN A103 ROOF PLAN A201 EXTERIOR ELEVATIONS A301 WALL SECTIONS A302 WALL SECTIONS W C0 W w W N H wZ) A602 STRUCTURAL S101 S201 GENERAL STRUCTURAL NOTES FOUNDATION / FLOOR PLAN S202 ROOF AND HIGH ROOF FRAMING PLAN S301 FOUNDATION DETAILS S401 FRAMING DETAILS S402 FRAMING DETAILS S501 FRAMING ELEVATIONS X PLUMBING P101 PLUMBING FLOOR PLANS I X P501 PLUMBING SCHEDULES & DETAILS X MECHANICAL M102 MECHANICAL ROOF PLAN M501 __ _ MECHANICAL SCHEDULE M502 MECHANICAL DETAILS ELECTRICAL E101 1 ST FLOOR ELECTRICAL POWER PLAN E102 1ST FLOOR ELECTRICAL LIGHTING PLAN E201 RISER & ELECTRICAL SCHEDULE E301 ELECTRICAL LEGEND & DETAILS _ E401 ELECTRICAL SPECIFICATIONS X JUL � 1Q OFFICE PERMIT # b�140� PLANS REVIEWED CITY OF SANFORD c� E g 0 0a M U o oLL N o0D 0 Z N Q7 ti o>< x a� O N �C,4 W zco 0 N Q C) �C) N = i DETECTABLE WARNING DETECTABLE WARNING 6" MAX° 'd 4d. A 4 6" MAX. a . d q d 0 d 4 a . d-: B - � 6" MAX. 2 Sidewalk Ramp SCALE: N.T.S. 6" MAX. 6" MAX. CONTRASTING COLOR DETECTABLE WARNING EXPOSED AGGREGATE FINISH TYP. AT ALL RAMPS NOTE: CONTRACTOR TO VERIFY SURROUNDING SIDEWALK FINISH GRADE PRIOR TO PLACEMENT OF RAMP. NOTIFY ARCHITECT IMMEDIATELY IF RISE EXCEEDS 6". SOIL POISONING FOR TERMITE CONTROL 1. GENERAL 1.1 SCOPE: FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE APPLICATION OF SOIL POISONING FOR THE TERMITE CONTROLS SPECIFIED HEREIN. 1.2 CONTRACTOR'S QUALIFICATIONS: APPLICATOR SHALL BE LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND SHALL BE A NATIONALLY KNOWN COMPANY. 1.3 GUARANTEE: A. TERMITE TREATMENT PROTECTION SHALL BE GUARANTEED FOR A PERIOD OF FIVE (5) YEARS AGAINST TERMITE INFESTATION. GUARANTEE SHALL INCLUDE ANY YEARLY RENEWAL COSTS. REPAIRS FOR FERMITE DAMAGE PAID BY TERMITE COMPANY. B. AT THE OWNERS OPTION, AT THE TERMINATION OF THE GUARANTEE, AN EXTENSION RENEWAL OF INSPECTION AND SERVICE TREATMENT SHALL BE MADE AVAILABLE TO THE OWNER. 2. PRODUCTS 2.1 SOIL POISONS APPLIED TO THE DESIGNATED AREAS SHALL BE WATER BASED EMULSIONS CONTAINING TOXICANTS IN EITHER OF THE TWO COMBINATIONS LISTED BELOW. EACH TOXICANT SHALL BE IN THE CONCENTRATION (BY WEIGHT). A. IMIDACIOPRID (.5%-1.0%) AND DIELDRIN (0.5%) B. PERMETHRIN (1.0%) AND HEPTACHLOR (0.16%) 3. EXECUTION 3.1 RESTRICTIONS: DO NOT APPLY SOIL TREATMENT SOLUTION UNTIL EXCAVATING, FILING AND OR GRADING OPERATIONS ARE COMPLETED, EXCEPT AS OTHERWISE REQUIRED IN CONSTRUCTION OPERATIONS TO ENSURE PENETRATION, DO NOT APPLY SOIL TREATMENT TO EXCESSIVELY WET SOIL OR DURING INCLEMENT WEATHER. 3.2 SURFACE PREPARATION: REMOVE FOREIGN MATTER WHICH COULD DECREASE EFFECTIVENESS OF TREATMENT ON AREAS TO BE TREATED. LOOSEN, RAKE AND LEVEL SOIL TO BE TREATED, EXCEPT PREVIOUSLY COMPACTED AREAS UNDER SLABS AND FOUNDATIONS. TOXICANT MAY APPLY BEFORE PLACEMENT OF COMPACTED FILL UNDER SLABS, IF ACCEPTABLE TO THE ARCHITECT. 3.3 APPLICATION RATES: APPLY SOIL TREATMENT SOLUTION AS FOLLOWS: WITHIN BUILDING AREA, WITH OR WITHOUT SLABS -ON -GRADE, AT THE RATE OF 1.5 GAL. PER 10 SQ. FT. UNDER FOUNDATIONS AND FOOTINGS, INCLUDING HORIZONTAL AND VERTICAL SURFACES OF EXCAVATIONS, AT THE RATE OF 1 GAL. PER 10 SQ. FT. OUTSIDE BUILDING PERIMETER IN A STRIP AT LEAST 2' WIDE AND UNDER PORCHES, AREAWAY, APRONS, WALKS, PADS, STAIR LANDINGS OR PAVED EXTENSIONS, AT A RATE OF 1 GAL. PER 5 SQ. FT.. ALLOW NOT LESS THAN 12 HOURS FOR DRYING AFTER APPLICATION, BEFORE BEGINNING CONCRETE PLACEMENT OR OTHER CONSTRUCTION ACTIVITIES. 3.4 POST SIGNS IN THE AREAS OF APPLICATION WARNING WORKERS THAT SOIL POISONING HAS BEEN APPLIED. REMOVE SIGNS WHEN AREAS ARE COVERED WITH OTHER CONSTRUCTION. 3.5 REAPPLY SOIL TREATMENT SOLUTION TO AREA DISTURBED BY SUBSEQUENT EXCAVATION OR OTHER CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. 3.6 POST A PERMANENT SIGN POSTED BESIDE THE ELECTRICAL PANEL IDENTIFYING THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL TO BE PROVIDED. 3.7 IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF THE BUILDING WALLS. 3.8 PROVIDE A MINIMUM OF 6" BETWEEN WALL COVERINGS AND FINAL EARTH GRADE TO ALLOW FOR INFESTATION INSPECTION. 3.9 BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. 3.10 A MINIMUM OF 10 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAT AS REQUIRED. 3.11 AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. 3.12 A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED, 3.13 NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR OR PROPOSED BUILDING. FORMED CONCRETE Gxpanicinm inwT I L COMPACTED SUBGRADE Sidewalk Section SCALE: N.T.S. TAT1 1'Twal.1luam =1 I I=1IF 6 X 6 - W1.4 X W1.4 WWF mlo Architectural Site Plan z SCALE: I"= 20'-0" PROPERTY LINE RETAIL BUILDING 9,828 SF w z J Lu (L O a V LILN O � U- N O N cid r - C) o O ppq� I�1 D u.. Q_' N CN -1000 Q N N O N d r .h CL i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `a . . . . . . . . NO SINGLE STORY NA SUPPORTING ROOFS ONLY NO LEVEL OR 100 OR MORE ABOVE OR BELOW STREET NC BEAMS, GIRDERS, TRUSSES, & ARCHES LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH M O SUPPORTING COLUMNS OR •E00 � OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. MORE THAN ONE FLOOR NC elfol in •� E NC Lo c NA (� ® 0 (FBC TABLE 1004 - MERCANTILE OCCUPANCY TRAVEL DISTANCE (SPRINKLERED) 200 FT. NO FLOORS & FLOOR/CEILING ASSEMBLIES NC U) U) OCCUPANT LOAD (TABLE 1003.1) ROOF & ROOF/CEILING ASSEMBLIES NC EGRESS WIDTH/PERSON SERVED i � j EXTERIOR BEARING WALLS EGRESS WIDTH/PERSON SERVED 0.3" - STAIRS c=u- M �- - MERCANTILE OCCUPANCY (AREA PER OCCUPANT SQ FT) = 30 SQ FT w _may n V V� :E `- 9,828 SQ FT / 30 SQ FT = 327 OCCUPANTS MINIMUM STAIR WIDTH NA 0 V 9 � u- 1 PER ROOM WHEN EXIT TRAVEL < 75' NA NA OVER 30FT NC(NL) N0I NA EXTERIOR NON-BEARING WALLS m MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD PER STORY = 1-500 FIRE RESISTANCE, 1(0% = NA OVER 3FT TO 1OFT 1(10')) WATER CLOSETS NA �v o 1 PER 750 1/8 NA i r3 NO _ cu MATERIALS/CONSTRUCTION (FBC 704.3.1) OVER t 30FT o cn 0 O SINGLE OCCUPANCY BUILDINGS TENANTS SEPARATED BY 1-HOURN .� WALLS (HR) OPENINGS (HR) SHAFT ENCLOSURES FIRE RESISTANCE RATINGS (FBC TABLE 600)£ 4 OR MORE STORIES 2 1 1/2 oma CN N LESS THAN 4 STORIES 1 1 x + j REQUIRED ACTUALL e FIRE WALLS 4 C14 PARTY AND FIRE WALLS 4 NA TENAN I SPACE 1 oL. INTERIOR BEARING WALLS HORIZONTAL EXIT 2 a 11/2 SUPPORTING COLUMNS, OTHER 20MIN EXTERIOR WALLS FBC TADLE 500 BEARING WALLS OR MORE 3/4 INTERIOR FINISHES, FBC 803 THAN ONE FLOOR NC NA CLASSIFICATION, FBC 803.2 SUPPORTING ONE FLOOR ONLY NC NA 3 PILOT LIGHT TEST SWITCH 8-1/2" MAX. DOUBLE UNIT -TYPE PILOT TEST SINGLE UNIT -TYPE B LUMINAIRE REQUIREMENTS 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE. 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER. 5. SWITCHING AND CONTROLS - COMPLETELY SOLID STATE WITH AUTO TRANSFER AND LOW VOLTAGE CUTOFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6. 9 WATT TUNGSTEN HALOGEN LAMP. Emergency Lighting Unit SCALE: N.T.S. SURE- LITES LPX-60-RWH EXIT LIGHT FEATURES LAMP TYPE: LED MOUNTING: UNIVERSAL EXIT SHIELDING: FLAT SHEE'CACRYLIC LETTERS: RED NOM. DIMENSIONS: 289mmX200mmX44mm (11-Y/"W X 7-%"H X 1%"D) GENERAL DESCRIPTION HOUSING: DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: 120 RE: ELECTRICAL DRAWINGS FINISH: WHITE OTHER: MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN. LED Stingel Faced Exit Sign SCALE: N.T.S. j SUPPORTING ROOFS ONLY NC NA E INTERIOR NON-BEARING PARTITIONS NC NC COLUMNS o SUPPORTING OTHER COLUMNS OR il PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED FIRE EXTINGUISHER (2A10BC) POTTER ROEMER PORTABLE EXTINGUISHER #3005 WITH #3903 MOUNTING BRACKET 3 Fire Extinguisher Detail SCALE: N.T.S. MORE THAN ONE FLOOR NC � NA SUPPORTING ONE FLOOR ONLY NO SINGLE STORY NA SUPPORTING ROOFS ONLY NO LEVEL OR 100 OR MORE ABOVE OR BELOW STREET NC BEAMS, GIRDERS, TRUSSES, & ARCHES LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH M O SUPPORTING COLUMNS OR •E00 � OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. MORE THAN ONE FLOOR NC elfol NA SUPPORTING ONE FLOOR ONLY NC Lo c NA SUPPORTING ROOFS ONLY NC (FBC TABLE 1004 - MERCANTILE OCCUPANCY TRAVEL DISTANCE (SPRINKLERED) 200 FT. NO FLOORS & FLOOR/CEILING ASSEMBLIES NC U) U) NA ROOF & ROOF/CEILING ASSEMBLIES NC EGRESS WIDTH/PERSON SERVED NC EXTERIOR BEARING WALLS EGRESS WIDTH/PERSON SERVED 0.3" - STAIRS c=u- OFT TO 3FT OVQR 3FT TO 1 OFT 1(0%) 1 10% w NA OVER 1 OFT TO 20FT NC(( 20% MINIMUM STAIR WIDTH NA OVER 20FT TO 30FT NO 1 PER ROOM WHEN EXIT TRAVEL < 75' NA NA OVER 30FT NC(NL) / p V �/P NA EXTERIOR NON-BEARING WALLS •y MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD PER STORY = 1-500 OFT TO 3FT 1(0% = NA OVER 3FT TO 1OFT 1(10')) WATER CLOSETS NA OVER 1OFT TO 20FT NC 20% 1 PER 750 1/8 NA OVER t 20FT TO 30FT NO a:d NA NA OVER t 30FT NC(NL) cn NC(NL) MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS, AND OPENING PROTECTIVES (FBC TABLE 705.1.2) OF 3000 SQFT OR LESS. WALLS (HR) OPENINGS (HR) SHAFT ENCLOSURES 4 OR MORE STORIES 2 1 1/2 LESS THAN 4 STORIES 1 1 WALLS AND PARTITIONS FIRE WALLS 4 3 TENAN I SPACE 1 3/4 HORIZONTAL EXIT 2 11/2 EXIT AQCESS COORIDORS 0 20MIN EXTERIOR WALLS FBC TADLE 500 3/4 INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.2 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANCYMERCANTILE, SPRINKLERED) (FBC TABL 803.3) EXITS - CLASS C EXIT ACCESS - CLASS C OTHER SPACES - CLASS C U7 06 cu E E U) J I_ - W Uw _M a FIRE PROTECTION SYSTEMS (FBC 903 & 905) � FIRE ALARMS, FBC 905 GROUP M - MERCANTILE SINGLE STORY IF OCCUPANT LOAD IS GREATER THAN 500 AT STREET N N N LEVEL OR 100 OR MORE ABOVE OR BELOW STREET U) N LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH M O NFPA 72 IS REQUIRED. •E00 � OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. o g- U MEANS OF EGRESS FBC 1003 -1005 elfol c) OCCUPANT LOAD, FBC TABLE 1003.1 TOTAL OCCUPANT LOAD AS CALCULATED Lo c BASEMENT/GRADE AREAS, OPEN TO PUBLIC ABOVE = 327 OCCUPANTS S r,' (FBC TABLE 1004 - MERCANTILE OCCUPANCY TRAVEL DISTANCE (SPRINKLERED) 200 FT. 0, MAXIMUM DEAD END COORIDOR LENGTH 50FT U) U) ti G EGRESS WIDTH/PERSON SERVED 0.2" - LEVEL EGRESS WIDTH/PERSON SERVED 0.3" - STAIRS c=u- MINIMUM COORIDOR/AISLE WIDTH 44" w MINIMUM CLEAR OPENING DOORS 32" z � MINIMUM STAIR WIDTH 44" �t ARRAINGMENT AND NUMBER, FBC 1004 1 PER ROOM WHEN EXIT TRAVEL < 75' ao L 2 PER ROOM WHEN EXIT TRAVEL > 75' / p V �/P cc)) 4� V 2 PER ROOM WHEN OCCUPANT LOAD IS 50 OR MORE •y MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD PER STORY = 1-500 PLUMBING, MINIMUM FACILITIES (PFBC, PLUMBING, TABLE 403.1) = OCCUPANCY - MERCANTILE MALE/FEMALE REQUIRED/PROVIDED WATER CLOSETS 1 PER 500 1/8 LAVATORIES 1 PER 750 1/8 DRINKING FOUNTAINS 1 PER 1,000 1/8 a:d SEPARATE FACILITIES (403.2 EXCEPTION 4) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS cn AND MERCANTILE OCCUPANCIES WITH A TOTAL FLOOR AREA 0 OF 3000 SQFT OR LESS. U7 06 cu E E U) J I_ - W Uw _M a � Cn�,� N N N I.L U) N M O i •E00 � ®_o o g- U Lu elfol c) o Lo c z w ® c� J C) 0, U7 06 cu E E U) J I_ - W Uw _M a � I I N � C :) i � 0') elfol o 0, U) U) ti (D s Lu c=u- i 1 w ' z � ® Z O O �t W ti ao L 0 / p V �/P cc)) 4� V L •y W U7 06 cu E E U) J I_ - W Uw _M a � r N � C a � 0') o Q o w 0 Lu 0� N M �t to ti ao w w w W N C 0 0') o Q o w N r z -� w w w W = Q (� a:d cn 0 U LEGEND SYMBOL DESCRIPTION EXIT LIGHT EMERGENCY LIGHTING FIXTURE ® PRIMARY EGRESS PATH SECONDARY EGRESS PATH ® 1 HR TENANT SEPARATION FE@- FIRE EXTINGUISHER, WALL MOUNTED (FE) 0-- 0-- FE Life Safety Plan SCALE: 118"=1'-0" F l I ♦♦ FE ♦♦ 107A BATHROOM1078 A 1 B 2 - �♦ BATHROOM � ♦♦♦ I A 1 I B 12 EGRESS DISTANCE ♦ O 42'-4" ♦ 107 TENANT ® O A 1B 2 ®♦ -® 3,047 SQ FT EGRESS DISTANCE 33'-9" O i o i O FE / FE ® ® FE _ FE I ' `FE - — _ FE ` 106A , i a - 4 0103A ' ` �► 1018 BATHROOM r O 105A 104A 102A ` ® ' BATHROOM ` 101A ` RISER FIRE ® I I I BATHROOM BATHROOM A l B 4 - 1 B 2- 0 BATHROOM S A 1 8 2- 0 ° S F ° L J L -J A 1 B 2- t A 1 B 2 ® L --1 �- -J A 1 B 2- BATHROOM 47 SQ FT t + EGRESS DISTANCE `� EGRESS DISTANCE A EGRESS DISTANCE ` EGRESS DISTANCE 25-10 } EGRESS DISTANCE EGRESS DISTANCE 25-7 27'-7" ° 25' 9' , f 25'-8" ` I 25'-8" ` 106 f 105 104 4f103 ; 102 ' 101 TENANT `® ® TENANT TENANT ` ® TENANT ' TENANT ` ` TENANT A 11 B 12 t A 11 B 2 I A I 1 I BUT] A 1 1 1 B 2 A 11 B 121 936 SQ FT __ `' e� �— 936 SQ FT ��I 936 SQ FT —`' —_ — 936 SQ FT _ _ 936SQ FT o e i e i o t EGRESS DISTANCE } EGRESS DISTANCE 23'-6" 23'-8" EGRESS DISTANCE i EGRESS DISTANCE 23'-5" ' 1 23'-4" e i t t + i o 0 T 1 ! 1 EGRESS DISTANCE 23'-1" e ►; 2,064 SQ FT .Q._ e EGRESS DISTANCE 0 e - T -n _ T n� Chi 1..1. � p�+ _0 O N O cnr � N E clq c- co co0 O o E co = 0 c (D w _ cv z Lo N Q - Lo c o co ® i. v cf) m rn N N �i ® V O0 ri N 0-- 0-- FE Life Safety Plan SCALE: 118"=1'-0" F l I ♦♦ FE ♦♦ 107A BATHROOM1078 A 1 B 2 - �♦ BATHROOM � ♦♦♦ I A 1 I B 12 EGRESS DISTANCE ♦ O 42'-4" ♦ 107 TENANT ® O A 1B 2 ®♦ -® 3,047 SQ FT EGRESS DISTANCE 33'-9" O i o i O FE / FE ® ® FE _ FE I ' `FE - — _ FE ` 106A , i a - 4 0103A ' ` �► 1018 BATHROOM r O 105A 104A 102A ` ® ' BATHROOM ` 101A ` RISER FIRE ® I I I BATHROOM BATHROOM A l B 4 - 1 B 2- 0 BATHROOM S A 1 8 2- 0 ° S F ° L J L -J A 1 B 2- t A 1 B 2 ® L --1 �- -J A 1 B 2- BATHROOM 47 SQ FT t + EGRESS DISTANCE `� EGRESS DISTANCE A EGRESS DISTANCE ` EGRESS DISTANCE 25-10 } EGRESS DISTANCE EGRESS DISTANCE 25-7 27'-7" ° 25' 9' , f 25'-8" ` I 25'-8" ` 106 f 105 104 4f103 ; 102 ' 101 TENANT `® ® TENANT TENANT ` ® TENANT ' TENANT ` ` TENANT A 11 B 12 t A 11 B 2 I A I 1 I BUT] A 1 1 1 B 2 A 11 B 121 936 SQ FT __ `' e� �— 936 SQ FT ��I 936 SQ FT —`' —_ — 936 SQ FT _ _ 936SQ FT o e i e i o t EGRESS DISTANCE } EGRESS DISTANCE 23'-6" 23'-8" EGRESS DISTANCE i EGRESS DISTANCE 23'-5" ' 1 23'-4" e i t t + i o 0 T 1 ! 1 EGRESS DISTANCE 23'-1" e ►; 2,064 SQ FT .Q._ e EGRESS DISTANCE 0 e - T -n _ T Z O C/7 ACV ML n� Chi 1..1. � p�+ _0 O N O cnr � N W clq c- co co0 O C E co = 0 z-2 o0 w coOCD cv z - Lo c z w ® CD 'D v Z O C/7 ACV ML n� 1..1. p�+ _0 O ♦ V O cnr ti W clq c- co J � O C LL = 0 z-2 1 _f_— NJ a coOCD r � Z O C/7 ACV ML ani a� w ❑- � u�Lu r N C7 V' Lo CO f'— co 'C} (� O O ti ° co ui C' ¢ 4 U N o w W W Z D Zi O W a U) o U ........................................... ........................ ............................................... , .................................................................................................................................................. N BASE O CEILING • _I 123 ;" N U ON c Cldicq O E U o 0 0 W (Aco 3) C L z -� tn CD E Z W ® 0 J 0 � " 2 CERAMIC B PAINT READY Lo ci ACT. LAY -IN C CERAMIC TILE 3 N I CERAMIC TILE 3 STUCCO ON GYP. BOARD CC O) FWOf - 0 o FL00 LCREIINGL BAS WALL D CARPET 4 WOOD D VINYL SIDING CN NONE N a V O E PAINTED CMU BLOCK N . N t cil L 'gyp Fy V O x I I A201-4 `V N I > �'T 41 cl C¢ N N E 04 I 1 2 3 4 5 6¢ 7 8 9 10 11 :. .. C 1 11 1 11 1 1 1 22-7 17-11 18 -0' 18'-0' 1 1 I 11 18-0 18 0 1 i 1 li 18-0 18-" � 18'-0" 22'-6" • - Lo Nlc d V a a a L C ca E N � U 2 y I ,A B 0 © © © © © O O 2 .� O OH +� A11 5'-5" 16'-2" 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" 0 16'-2" 5'-5" 41i 9 V 18 '-0" co cwt 0— A201-1 v �, W �. LU Lu co V J (�� _ a N z c i E 2 Z 2 Alt End Wall Floor Plan SCALE: 1/8"=1'-0" SCALE: 118"=1'-0" FINISH SCHEDULE N BASE O CEILING 123 ;" N U ON c 1..1� . O E U o 0 0 W V a a a L C ca E N � U 2 y I ,A B 0 © © © © © O O 2 .� O OH +� A11 5'-5" 16'-2" 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" 0 16'-2" 5'-5" 41i 9 V 18 '-0" co cwt 0— A201-1 v �, W �. LU Lu co V J (�� _ a N z c i E 2 Z 2 Alt End Wall Floor Plan SCALE: 1/8"=1'-0" SCALE: 118"=1'-0" FINISH SCHEDULE FLOOR BASE WALL CEILING 123 ;" N U ON c 1..1� . O E U o 0 0 W (Aco 3) C L z A > Z W ® 0 J 0 VCT TILE 2 V a a a L C ca E N � U 2 y I ,A B 0 © © © © © O O 2 .� O OH +� A11 5'-5" 16'-2" 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" - 0 16'-2" 0 16'-2" 5'-5" 41i 9 V 18 '-0" co cwt 0— A201-1 v �, W �. LU Lu co V J (�� _ a N z c i E 2 Z 2 Alt End Wall Floor Plan SCALE: 1/8"=1'-0" SCALE: 118"=1'-0" FINISH SCHEDULE FLOOR BASE WALL CEILING 123 1 c MLO E U - > i. A SEALED CONCRETE 1 NONE A PAINTED GYP. BOARD 1 PAINTED GYP. BOARD ROOM NAME - - - 1-1-1 EMARKS B VCT TILE 2 CERAMIC B PAINT READY 2 ACT. LAY -IN C CERAMIC TILE 3 VINYL C CERAMIC TILE 3 STUCCO ON GYP. BOARD FWOf - 0 o FL00 LCREIINGL BAS WALL D CARPET 4 WOOD D VINYL SIDING 4 NONE E PAINTED CMU BLOCK 2 O C) 1 c MLO E U - > i. w a V W Aa o`moo FWOf - 0 o C) V W N d y � I 41 C Q � U © cwn ct - U � . L IN �4 1 Reflected Ceiling Plan SCALE: 1l8"=1'-0" .tea o o ti o d' If C13 w N 8 ��W/ L -L-. N Q.7 co O I Oz E w In Co E 00 "= LU U `0 z- w ® O i U M O ¢ _ ti �v NQ n1 dV [C Y)I Q C Y W � O co ® Z H U) O N �� W LL r O N a� V N LL W il� U) N _ N /\mpE�► CD L N N o o m 15 o¢ '. CU 0N a A201-4 m . co U - O ti Oj 1 N N c N O - N L IN �4 1 Reflected Ceiling Plan SCALE: 1l8"=1'-0" a ro w y, E .tea o o ti o d' If C13 w N 8 ��W/ L -L-. N co O Oz E w ® 00 "= LU U 1 z- w ® O i U M a ro w y, E w F -- Q O o o ti o d' If C13 8 0— Oz 1 N M O ¢ _ ti n1 dV [C Y)I Q C Y W � ® Z H U) O N �� W LL r a ro w y, E w F -- Q O o o ti o d' 8 O� Oz 1 N ¢ � N Q Y W � Z© U O N W il� U) _ N M U N o¢ Oj N Q •� 47 LU a c� r Elf J O LU Cy- r N M V LO W 1.- co d' N O� Oz 1 N ¢ � N Q Y W � Z© O W il� U) _ M U DECORATIVE 24" POLYSTYREP AT CORNEF ROOF ACCESS LADDER Roof Plan SCALE: 118" =1'-0" PLUMBING SIZE OF CONDUCTORS AND LEADERS RAINFALL RATE (INCHES PER HOUR) = 5 HORIZONTALLY PROJECTED ROOF AREA SQUARE FOOTAGE ZONE 'A' ROOF SURFACE =4679 SQ FT PARAPET WALL SURFACE = 440 / 2 = 220 SQ FT TOTAL = 4899 SQ FT ZONE 'B' ROOF SURFACE = 4679 SQ FT PARAPET WALL SURFACE = 440 / 2 = 220 SQ FT (D U I Lo N U c; O co c,r) 1 T _O LL OD N O N _0 ti c O Q7 �. O x cu D LL O N (D 00 Q N O ' N cV ti N CD w w Lu 0-000 U) F/1 TOTAL = 4899 SQ FT WORSE CASE SCENARIO: O V (PFBC, PLUMBING, TABLE 1106.2 -SIZE � crop OF VERTICAL CONDUCTORS AND LEADERS) -�-+ CC3 -o `° 4899 SQ FT@ 5" PER HOUR = 5" DIAMETER 0 T cd (PFBC, PLUMBING, TABLE 1106.3 -SIZE o OF HORIZONTAL STORM DRAINAGE PIPING) I- 4 C PRIMARY SCUPPER - PER 1/2" SLOPE z zo Lo 4899 SQ FT@ 5" PER HOUR = 5" DIAMETER ® C (o� J U 3.14 (6.25) = 20 SQ IN (REQUIRED) 46 = 24 SQ IN (ACTUAL) OVERFLOW SCUPPER - PER 1/2" SLOPE DOUBLE OF PRIMARY = 40 SQ IN (REQUIRED) 5x8 = 40 SQ IN (ACTUAL) 0') Roof CALL SRAI P N TR KEY PLAN (D U I Lo N U c; O co c,r) 1 T _O LL OD N O N _0 ti c O Q7 �. O x cu D LL O N (D 00 Q N O ' N cV ti N CD w w Lu 0-000 U) F/1 cu O V as N � crop U) N -�-+ CC3 -o `° �o 0 T cd 00 o 00 I- 4 (D U I Lo N U c; O co c,r) 1 T _O LL OD N O N _0 ti c O Q7 �. O x cu D LL O N (D 00 Q N O ' N cV ti N CD w w Lu 0-000 U) w cu as N crop U) N -�-+ CC3 -o `° �o 0 T 00 o 00 w C c L z zo Lo w ® C (o� J U (D U I Lo N U c; O co c,r) 1 T _O LL OD N O N _0 ti c O Q7 �. O x cu D LL O N (D 00 Q N O ' N cV ti N CD w w Lu 0-000 U) w cu W -�-+ CC3 -o `° 0 T M �� C ® zo �o N C° (D U I Lo N U c; O co c,r) 1 T _O LL OD N O N _0 ti c O Q7 �. O x cu D LL O N (D 00 Q N O ' N cV ti N CD w w Lu 0-000 U) FmIff �x3 w W 3 Lu fy_N m LIJ CO I'- aD N C OQ N O 0 q O w C� W �' C) o U _ O3_. U FmIff �x3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24' DECORATIVE 18' DECORATIVE In -, �N POLYSTYRENE BALL CANVAS CANOPY ON POLYSTYRENE BALL 4-4 116'-0" AFF TO CANOPY 109'-11 112" AFF STRFRNT HEAD HEIGHT LLc) o \\ I� , PREFABRICATE MTL 116'-0" AFF TO CANOPY 109--11 112" AFF STRFRNT HEAD HEIGHT I � N - FRAMING FYPON DECORATIVE N ElX TO DECORATIVE FINIAL 8"x8" STUCCO NUM ELEMENT094 MODEL TO � ,�, ® El - 120'-6" AFF ELEMENT - x 109'-0" AFF 109' 0"AFF BO CANOPY 108'-0" AFF TO FIN FLR z TO PARAPET WALL _ CJ CJ - — CJ CJ = _ 117'91/2" AFF - _ — — U N �- ID - TO PARAPET WALL C> C � CJ C ❑ 0 109'4' AFF 7 ❑ CJ CJ - CJ CJ \ ❑r 2 CL 2 1171 U) ❑ CJ CJ --\\ CJ CJ --\\ Inn, nn w r- p; a x , 116'-0" AFF r � ❑ 0 � w ❑ ❑u Li LJ U u uLoN D U F- F- w o.. co � J OU Lu 0' r N C" d' Lo cD TO CANOPY' 109'-11 112" AFF \ —4' —5 ; r, i - N 0 U L 00 - -7 m N STRFRNT HEAD HEIGHT xTu ❑ El❑ ❑ ❑ ❑ ❑ `� IN o n � 1091-0" AFF o _ BO CANOPY 108'-0" AFF �IN i O u x \ \ \ \ \ � l �i = a V � 0 o o7=1 _ L71wLj[7T711 =jL TO FIN FLR 01 _0 co 4 N 100,-0,. ti N o CL 1 EAST EXTERIOR ELEVATION Scale 118"=1'-0" FYPON DECORATIVE ELEMENT MODEL CANVAS CANOPY ON ROOF ACCESS NUM 097400 24' DECORATIVE PREFABRICATE MTL LADDER POLYSTYRENE BALL FRAMING TO DECORATIVE FINIAL 120'-6" AFF TO PARAPET WALL"x8" STUCCO �o 116'-6112" AFF - WALL---"x8" r 1 �-- TO PARAPET WALL ............................................................................................................................................. � d' In -, �N 116'-0" AFF TO CANOPY 109'-111/2" AFF STRFRNT HEAD HEIGHT 116'-0" AFF TO CANOPY 109'-11 112" AFF STRFRNT HEAD HEIGHT LLc) o \\ I� , Qi = oN 'r 116'-0" AFF TO CANOPY 109--11 112" AFF STRFRNT HEAD HEIGHT I � N o ❑ ElX -4' -5' '7�— El x -4 '-5' x 109'-0" AFF 109' 0"AFF BO CANOPY 108'-0" AFF TO FIN FLR z BO CANOPY 108'-0" AFF TO FIN FLR ID - z w J C> c � 0 109'4' AFF - r -IN i o M F- BO CANOPY 108' 0"AFF TO FIN FLR C 2 CL 2 1171 U) � Q Inn, nn w r- p; a x , - N T_ i r � 2 NORTH END ELEVATION Scale 118"=1'-0" _..__..-._._.. ._ _ .. ... ... .. ... OAKIWAC(1AAI!'1DVnK1 •n, nrr�nn e•rn ,r TO DECORATIVE FINIAL 120'-6" AFF TO PARAPET WALL 116'-6112" AFF 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL PREFABRICATE MTL FRAMING FYPON DECORATIVE ELEMENT MODEL STUCCO NUM 097400 y CJS ELEMENT r CJ CJ TO PARAPET WALL ............................................................................................................................................. � d' In -, bbdd— 116'-0" AFF TO CANOPY 109'-111/2" AFF STRFRNT HEAD HEIGHT N LLc) o \\ I� , Qi = oN 'r 116'-0" AFF TO CANOPY 109--11 112" AFF STRFRNT HEAD HEIGHT I � N o ❑ cts o -4' -5' '7�— El D, -4 '-5' x X 109' 0"AFF BO CANOPY 108'-0" AFF TO FIN FLR z � c ID - z w J Q c U 0 109'4' AFF F- BO CANOPY 108' 0"AFF TO FIN FLR C 2 CL 2 LUL o U) Ncu CD AM 3 SOUTH EXTERIOR ELEVATION Scale 118"=1'-0" 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL PREFABRICATE MTL FRAMING FYPON DECORATIVE ELEMENT MODEL NUM 097400 8"x8" 0STUCCO CJ -A ELEMENT CJ CJS co TO PARAPET WALL ............................................................................................................................................. � d' In -, bbdd— 116'-0" AFF TO CANOPY 109'-111/2" AFF STRFRNT HEAD HEIGHT N (D 0 �N cf) I � N o ❑ cts o -4' -5' -E 00 D, z4 � (`/ ru L z � c ID - z w J Q c U 0 109'4' AFF F- BO CANOPY 108' 0"AFF TO FIN FLR C 2 CL 2 LUL o U) Ncu CD AM Q w w r- p; a x , - N T_ i r � 0 � w D U 3 SOUTH ALT END ELEVATION AScale 118"=1'-0" 4 WEST EXTERIOR ELEVATION Scale 118"=1'-0" ,CO EM a ............................................................................................................................................. � d' N U N r bbdd— N (D 0 �N cf) � N o _ cts o -E 00 U)r~- z4 � (`/ ru L z � c - z w J Q c U 0 a ............................................................................................................................................. � d' N U N r bbdd— N -�--a -n cf) o _ U)r~- z4 w u M L wLL- v 9 0 L O F- Q C 2 CL 2 LUL o U) Ncu CD AM Q w w r- p; a x , w o o g 0 w ry C 0 cu _(1) Lu L- 0 W T W 1 1 1 w ■ z c ............................................................................................................................................. � d' r N a CCID cf) z4 w Q c:)O 4 Lu N w r- z x LL � 0 � w D U F- F- w o.. � J OU Lu 0' r N C" d' Lo wAaalI .......................................................... ............................................................................................................................................. I ........... . d' r N CCID z4 w Q c:)O 4 Lu N w r- z x LL � 0 � w D U wAaalI .......................................................... ............................................................................................................................................. I ........... . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. v i gee! "� N C E O (a O a 0o El FRAME WALL SECTION SCALE: 1/2"=1'-0" %" EXTERIOR STUCCO FINISH SYSTEM ON %" PLYWOOD SHEATHING UILT UP ROOF OVER BOARD 4SULATION .IGID THERMAL 4SULATION TEEL BAR JOIST TEEL BRACING ZE STRUCTURAL) ,CT CEILING GYP BOARD FINISH GYP BOARD FINISH VER STRCUTURAL COLUMN DNC FOOTING E:STRUCTURAL) DNC FLOOR SLAB E:STRUCTURAL) Ann nrnnnATnm FRAME WALL SECTION SCALE: 112"=1'-0" BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST STEEL BRACING (RE STRUCTURAL) ACT CEILING 2" GYP BOARD FINISH 2" GYP BOARD FINISH JVER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) 7A" nl:tlr1DATI\/C FRAME WALL SECTION SCALE: 112"=1'-0" BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST STEEL BRACING (RE STRUCTURAL) ACT CEILING z" GYP BOARD FINISH ; 2" GYP BOARD FINISH )VER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) 40 z MLO CDLo a LL1 UT w o L n E CD 8 w ' U 4= �U N V7 � a c > o -> a � O w a - O� 't Lo W n w U i gee! "� N C E O (a O a 0o LU ® N U g -6--1 M M Z O z w cj r i U C` cu D 0n co) V .L N LL Co V N 2-1 0 1 Urr�LLI :) o O n� V VO � -D LL CD C) sx 04 W O "0 00 Q N I,zP aN CN ti 40 z MLO CDLo a LL1 UT w o L n E CD 8 w ' U 4= �U N V7 � a c > o -> a � O w a - O� 't Lo W n w U i "� N L� li = to N (a O a 0o LU ® —U g -6--1 M cu v C) Z C z w cj r i U � 40 z MLO CDLo a LL1 UT w o L n E CD 8 w ' U 4= �U N V7 � a c > o -> a � O w a - O� 't Lo W n w U i QD nloo -6--1 M -n o � cy) Lu gd C_I E LL 2-1 0 Z 72 Urr�LLI �- 'o O VJ r U) 40 z MLO CDLo a LL1 UT w o L n E CD 8 w ' U 4= �U N V7 � a c > o -> a � O w a - O� 't Lo W n w U nA" Mre�nrl ATIVC BLOCK WALL SECTION SCALE: 112"=1'-0" 18" DECORATIVE POLYSTYRENE BALL %e" EXTERIOR STUCCO — FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING—� STEEL BRACING (RE STRUCTURAL) %" GYP BOARD Y2" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 SIM I I ...................................................................................................................................... I .......... I I. N t Q 4. Sod / m 2 nA" Mre�nrl ATIVC BLOCK WALL SECTION SCALE: 112"=1'-0" 18" DECORATIVE POLYSTYRENE BALL %e" EXTERIOR STUCCO — FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING—� STEEL BRACING (RE STRUCTURAL) %" GYP BOARD Y2" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 SIM 2 FRAM SCALE: 112"=l' - E WALL SECTION 0" PREFINISHED MTL COPING TO PARAPET .,J-\ 117'-9112" \-r FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYERY2 PLYWOOD EACH SIDE - R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) %" STEP DOWN 18" DECORATIVE POLYSTYRENE BALL %" EXTERIOR STUCCO FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING ---" STEEL BRACING ' (RE STRUCTURAL) Y2" GYP BOARD Y2" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) �. FINISH FLOOR 100'-0" A501-9 A501-7 A501-6 I I �- I I I I I I I I I I I I I I I I I SLOPE }a° PER FT. I I 3 FRAME WALL SECTION SCALE: 112"=1'-0" PREFINISHED MTL COPING TO PARAPET Ak 116'-0" `-r FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYER/l/2 PLYWOOD EACH SIDE R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) Y2' STEP DOWN 31 a r EL 0 0 I I /SLOPE PER FT. 2 FRAM SCALE: 112"=l' - E WALL SECTION 0" PREFINISHED MTL COPING TO PARAPET .,J-\ 117'-9112" \-r FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYERY2 PLYWOOD EACH SIDE - R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) %" STEP DOWN 18" DECORATIVE POLYSTYRENE BALL %" EXTERIOR STUCCO FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING ---" STEEL BRACING ' (RE STRUCTURAL) Y2" GYP BOARD Y2" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) �. FINISH FLOOR 100'-0" A501-9 A501-7 A501-6 I I �- I I I I I I I I I I I I I I I I I SLOPE }a° PER FT. I I 3 FRAME WALL SECTION SCALE: 112"=1'-0" PREFINISHED MTL COPING TO PARAPET Ak 116'-0" `-r FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYER/l/2 PLYWOOD EACH SIDE R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) Y2' STEP DOWN 31 a r EL 0 0 �gOx56 j0x48 — — (� A401 ),')3 �/ F_ 2 • i JYI _ Ifl, iI 7'-8" 30x481 L --J I ENLARGED TOILET PLAN SCALE: 1/4"=l'-0" TOILET ROOM ELEVATION 2 SCALE: 1/4"=l'-0" KEY DESCRIPTION BOBRICK MODEL BRADLEY MODEL ASI MODEL REMARKS 10 36" GRAB BAR 6806 8120-001360 3800-36" STAINLESS STEEL, SATIN FINISH 20 42" GRAB BAR 6806 8120-001420 3800A2 STAINLESS STEEL, STAIN FINISH 0 MIRROR UNIT B-294 782 0600TA 16" X 30" TILT MIRROR W/ STAINLESS STEEL FIRM., ® TOILET TISSUE DISPENSER B-2888 5402 0030 STAINLESS STEEL, MULTI ROLL -SURFACE MOUNTED 0 PAPER TOWEL DISPENSER B-262 250-150000 0210 STAINLESS STEEL SURFACE MOUNTED NOTES: ALL ACCESSORIES ARE TO BE MOUNTED IN ACCORDANCE WITH THE ACCESSIBILITY CRITERIA OF AMERICAN WITH DISABILITIES ACT, STATE AND LOCAL ACCESSIBILITY CODES. PROVIDE WATER PROOF TYPE GYP. BOARD IN TOILETS. HANDICAP TOILET ACCESSORIES SHALL COMPLY WITH ALL APPLICABLE CODES. INSTALL SUPPORT BLOCKING IN WALLS WHERE NECESSARY FOR TOILET ACCESSORIES, INCLUDING GRAB BARS. REFER TO MANUFACTURING INSTALLATION INSTRUCTIONS. PROVIDE INSULATION ON DRAINS AND HOT WATER LINES AT HANDICAP LAVATORIES. 4 TOILET ACCESSORY SCHEDULE SCALE: N.T.S. TOILET ROOM ELEVATION SCALE: 114"=1'-0" f 04 H.C. GRAB BAR MIRROR TOILET 036" GRAB BAR CENTERED TISSUE 842" GRAB BAR @ LAV DISPENSER 8 to M j� CV CV i FINISH FLOOR H.C. TANK TYPE WALL MOUNTED H.C. DRINKING STANDARD WATER CLOSET LAVATORY FOUNTAIN DRINKING FOUNTAIN ACCESSORY FIXTURE MOUNTING HEIGHTS SCALE: N.T•S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROVIDE (1) SIGN PER TOILET COMPLYING WITH ADA LOCAL CODE. SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY MOUNT 5'-0" TO CENTERLINE A.F.F. SIGN SIZE 8"X8" COLOR: GRAY WITH WHITE CHARACTERS 6 ACCESSIBLE SIGNAGE SCALE: N.T.S. . . . i~ cl 4 kn � U N CL CD0 CO Cy) CIAr 017 U- OO ..N _0O CV C r' CV O L O cu u - 0C:) 04 -_v CCC) Q N 0 N r' N CD r � t CL 4", � � t}' M M FINISH FLOOR PAPER SOAP TOWEL DISPENSER DISPENSER 0 to M j� CV CV i FINISH FLOOR H.C. TANK TYPE WALL MOUNTED H.C. DRINKING STANDARD WATER CLOSET LAVATORY FOUNTAIN DRINKING FOUNTAIN ACCESSORY FIXTURE MOUNTING HEIGHTS SCALE: N.T•S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROVIDE (1) SIGN PER TOILET COMPLYING WITH ADA LOCAL CODE. SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY MOUNT 5'-0" TO CENTERLINE A.F.F. SIGN SIZE 8"X8" COLOR: GRAY WITH WHITE CHARACTERS 6 ACCESSIBLE SIGNAGE SCALE: N.T.S. . . . i~ cl 4 kn � U N CL CD0 CO Cy) CIAr 017 U- OO ..N _0O CV C r' CV O L O cu u - 0C:) 04 -_v CCC) Q N 0 N r' N CD r � t CL 4", c a � � t}' W C? L_ 0 CL .L_ > Z M N ! _cu Ifa_ O Cu W E OLU IL 0 0 0 U fr' l.J. N M _�t Lo CO I— co .�+ CCi n o ry c/) r-- r~- a) - C� off.. W EL O U F_ 0 z � o w cu W N � F ��n 0 vJ _ CL r Ul c a � � t}' N C? h CL > Z M N ! N O O W OLU IL -U7 U fr' r N M _�t Lo CO I— co U � z W' t}' N C? h Z M N ! N O O W w Z -U7 S' U W � z off.. c O U W' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 'j C.� k FILL GAPS BETWEEN MTL ® o CHANNEL TRACK AND MTL U CD Q DECK W/ 1 HR FIRE RATED N cv MATERIAL OR BLOCK W/ 5/8" o TYPE'X' GYP BOARD CUT TO °O 6" PARTITION WALL SHALL MATCH DECK PROFILE TIGHT TERMINATE AT ROOF DECK AND SEAL W/ FIRE CAULK v i SECTION N v o y LL Co € 6" PARTITION WALL SHALL N Jl l 8 WALL RE: FLOOR PLANS --ACOUSTICAL CEILING TERMINATE AT ROOF DECKcqs SECTION_ RE: REFLECTED CEILING PLAN SECTION FOR CEILING HEIGHT - ..i 'moo" 0 x 718" DEEP METAL FURRING V -o LL CHANNELS POSITIONED 6" STUD CHANNEL I ACOUSTICAL CEILING o U o 0 PERPENDICULAR TO FLOOR @ �' -- '- RE: REFLECTED CEILING PLAN 20 GA. UNLESS SPECIFIED rY N 24" O.C. _ FOR CEILING HEIGHT � V ONE LAYER / GYP BOARD 6" STUD FRAMING -000 Q N ._' OPTIONAL CORF ILL 500 APPLIED TO INT SIDE OF y- - INSULATION RE: SECTIONS TO FRAMING — - '1,-- ` F N o 20 E L UNLESS SPECIFIED SEE IF REQUIRED ON LAYER / TYPE X GYP o T BOARD APPLIED TOB0 TH ^ 8" EXT STUCCO FINISH SYSTEM 1/2" GYP. BOARD APPLIED TO THE RETAIL SIDE THAT SHALL TERMINATE 6" ABOVE CEILING. CONCRETE SLAB RE: STRUCTURAL DWGS. 5/8" EXTERIOR STUCCO FINISH SYSTEM 8" MASONRY WALL RE: FLOOR PLANS AND FINISH SCHEDULE 112" GYP. BOARD OVER 7/8" METAL FURRING CHANNELS, TAPED AND SANDED CMU W/ FURRING CHANNEL -NON RATED SCALE: 1 "=1'-0" CMU W/ FURRING CHANNELS -1 HR RATED (UL U905 -A403 - SUBSTITUTE 1/2" GYP BOARD AND 7/8" MTL FURRING CHANNELS FOR 5/8" EXT STUCCO FINISH SYSTEM - FILL GAPS BETWEEN 8" CMU WALL AND MTL DECK W/ 1 HR FIRE RATED MATERIAL OR BLOCK W/ 5/8" TYPE'X GYP BOARD CUT TO MATCH DECK PROFILE TIGHT AND SEAL W/ FIRE CAULK SECTION PL) 3 8" STUD CHANNEL 20 GA. UNLESS SPECIFIED ACOUSTICAL CEILING RE: REFLECTED CEILING PLAN FOR CEILING HEIGHT %" GYP BRD. TERMINATE 6" ABOVE CEILING HEIGHT 3 %" STUD CHANNEL 20 GA. UNLESS SPECIFIED CONCRETE SLAB RE: STRUCTURAL DWGS. 3 8" MTL STUDS 20 GA. 24" O.C. UNLESS SPECIFIED 8" GYP BOARD BOTH SIDES, TAPED, SANDED AND SEALED 4 3 5/8" INT PARTITION WALL - NON RATED SCALE: 1"=l'" PL/ 6" STUD CHANNEL 20 GA. UNLESS SPECIFIED CONCRETE SLAB RE: STRUCTURAL DWGS. MTL STUDS 20 GA. I" O.C. UNLESS SPECIFIED " STUCCO FINISH SYSTEM ON \PERBACKED METAL LATH ON %POR BARRIER ON %" SHEATHING \—%" GYP BOARD APPLIED TO INT SIDE, TAPED, SANDED AND SEALED 6" EXT PARTITION WALL - NON RATED 2 SCALE: 1"=l'-0" SECTION MASONRY 8" WALL RE: FLOOR PLANS %" DEEP METAL FURRING CHANNELS POSITIONED PERPENDICULAR TO FLOOR @ 24" O.C. %" EXT FINISH STUCCO ON PAPERBACKED MTL LATH ON MOISTURE BARRIER ON Y" PLYWOOD SHEATHING ON 6" MTL STUDS 20 GA.AT 24" O.C. UNLESS SPECIFIED OTHERWISE OPTIONAL CORFILL 500 INSULATION RE: SECTIONS TO SEE IF REQUIRED )12" GYP. BOARD APPLIED TO THE RETAIL SIDE THAT SHALL TERMINATE 6" ABOVE CEILING, CONCRETE SLAB RE: STRUCTURAL DWGS. " GYP. BOARD OVER %" FURRING HANNELS ON 8" MASONRY WALL _: FLOOR PLANS AND FINISH SCHEDULE " PLYWOOD SHEATHING " EXT STUCCO FINISH SYSTEM CMU W/ FURRING CHANNELS & MTL FRAMING -NON RATED SCALE: 1"=15,-O,, 5 CMU W/ FURRING CHANNELS & MTL FRAMING -NON RATED -SUBSTITUTE 3 518" MTL FRAMING FOR 6" MTL FRAMING PL! "' SIDES OF FRAMING --6" STUD CHANNEL 20 GA. UNLESS SPECIFIED CONCRETE SLAB �RE: STRUCTURAL DWGS. MTL STUDS 20 GA. " O.C. UNLESS SPECIFIED IN ItKIVK ��Y8" TYPE 'X' GYP BOARD BOTH SIDES, TAPED, SANDED AND SEALED 6" INT PARTITION WALL -1 HR RATED (UL U419 - A403 SCALE: 1"=l'-0" 6" INT PARTITION WALL -NON RATE 3 A - SUBSTITUTE 1/2" GYP BOARD FOR 5/8" TYPE W GYP BOARD SECTION Pl 3 5/" STUD CHANNEL 20 GA. UNLESS SPECIFIED 6" STUD CHANNEL 20 GA. UNLESS SPECIFIED ACOUSTICAL CEILING RE: REFLECTED CEILING PLAN FOR CEILING HEIGHT %" EXT STUCCO FINISH SYSTEM %" PLYWOOD SHEATHING %" GYP BRD. TERMINATE 6" ABOVE CEILING HEIGHT CONCRETE SLAB RE: STRUCTURAL DWGS. 3 8" MTL STUDS 20 GA. 24" O.C. UNLESS SPECIFIED %" EXT STUCCO FINISH SYSTEM %" PLYWOOD SHEATHING %" GYP BOARD TAPED, SANDED AND SEALED 6 3 5/8" MTL FRAMING W/ 6" MTL FRAMING -NON RATED SCALE: 1 "=1'-0" ............................................................................................................................................................... i Design No. U419 October 09, 2003 Design No. U905 Nlarch 17; 2004 Nonbearing Wall Ratings —1, 2, 3 oi` 4 Iir (See Items 3 & ) Bearing Wall Rating -2 HR. ' Nonbearing Nall Rating= 2 IIR 4. 1'oe N unnEi,z.. t, I' C,nF`c,t ; r• P.j i' I f.d, a dd 1 t'r' •• ___•_---,--• k f .�., !� .^_s -'_i 1 P...a......... _....; _......... .ail �';4 n�.''yA,rf:''`=� �'-�.�/j•' t; 1. t.l(,,./°-{�"f 1 if Ny i, F{�(t Gft[Jt�.Ft r1 ;.....__ .. �I s 1. Concrete Blocks* — Various designs. Classification D-2 ('2 hr). See Concrete Blocks category for list of aligible naainfactirers. 1. floor and Ceiling Rwuneis — (Not shown) — Chantel .shaped, fabricated from min 2. Mortis Blocks laid in fiill bed of mortar, nont 3/8 in. thick, of not less than and not more than 3-1/2 tarts of clean sharp sand to I part Portland c e i 25 NISUeorrosion-protected steel, min width to accommodate stud size. with win 1 1 I t 1 cit nd cw ui (proportioned by volunio) and not more than 50 percent hydrated line (by i 1 in. long legs, attached to floor and ceilingo truth listeners 24 in.: CJ(: tilax: 2. Steel Studs — Channel shaped; fabricated from mut 25 'MSG corrosion -protected volume). Vertical joints staggered. steel, uiiu width as indicated under Item 4, min 1-1/4 iti. flanges and ].i4 in.. rehnai, 3. Portland Cement Stucco or GFpsum Pfister Add 112 hr to classification if spaced a max of 24 in.. OC. Studs lobe cul 3r8 to 3/4 in. less than assembly Where combustible members are liawed in wall; piaster or siricco must be. heildiE on_Ilie face opposite framing to achieve a wax. Classification off- 1/2 hr. 3. Batts and Blankets* _ (Required as indicated under Item 4) — Nlineral wool batty, Attached to concrete blocks (Item 1). friction fitted between studs and ruiuters. Min nom thickness as indicated under 4. Loose llasolary Fill— If all cote spaces are filled with loose dry expanded slat Item 4. Soo Batts and Blankets (BKNV or BGJZ) Categories for names of expanded clay or shah (Rotary Kiln. Process) water repellant vermiculi to Classified companies. masonry till insulation, or silicone treated perlite loose fill insulation add 2 3A. Batts and Blankets* — (Optional) —Placed in staid cavities, any glass fiber or classification. 5: Foanrid Plastic* mineral avoot.insulation bearing' the UL. Classification tMarkiiig as to Surf ice —� (Optional -Not Shown) —1-1/2 in. thick anal, 4 ft wide slit Burning.Characteristics and%or Fire Rasistauce. See Batts and Blankets (BK -NN' attached to concrete blocks (Iters 1). or BZ JL) Categories for Haines of Classified companies. 1'111: DOW CHEMICAL CO — 1 ylie 7atennax 4. Gypsum Board* —Gypsum panels with beveled, square ortapered edgos, applied vertically Or horizontally. Vertical joints centered over studs and staggered one stud cavity ori opposite sides of shads. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal eelgejoints and horizontal butt joints Searing the CI, Classification Mark opposite sides of studs need not be staggered. Horizontal edge joints and horizontal buttjoiuts in adjacent laysrs (nualtilayer systems) staggered a nrin of 12 in. The thickness and number of lavers for the I lit, 2 hr, 3 hr and 4 lir ratings are as follows: Wallboard Protection on Each Side of 1VAI No. of LaFers� \Int ltnkus j Mill Stud i & 'Fill :ns of Insulation 1 !.___.rail_._._.__ .._. Depth i of Panel (Item 3) Rating- j A____t � (1 3-1/2 j 1 layer; 5/8 in. thick Optional 2-1/2 — - 1 layer, 1/2 in. thick1-1/2 in, j 1 i 1-5/8 j 1 layer, 3/4 to thick Optional -------------- ----- 2 _ 2- i 1-5/8 1 2 layers, 1/2 in. thick j:. Optional 12 1-5,18 2 layers 5/8 in thii,k i Optional _.._.............. 2 "3 1/2 1 layer, 3/4 in. thick I _.. 3 in. 3 1-5/8 f - 3 layers, 1/2 in. thick Optional i 3 1-518 i 2 layers 3,/4 an thick Ophou_d_ 13 1 -?f8 i. 3 layers, 5/8 in. thick Optional 4 i 1-5/8 i 4 layers, 518 in. thick' Optional - 14 1-5/8 1 4 layers, 1/2 in. thick Optional 4 2-1/2 A 2 layers, 3/4 in. thick Z m; CANADIAN GYPSUM CODiPANY 1/2 in. thick Type C, IP -X2 or IPC -AR; WRC; 5/8 in. thick Type AR, C, IP -AR, INX1, IP -X2, IPC -AR, SCx; SI -LY, WRX or WRC; 3/41 in. thick Type IP- ULTRACODE, ULTRACODE SIIC or UL'I'RACODL WRC. UNITED STATES GYPSUM CO — 1/2 in.. thiel:_ Type C, IP -x2, IPC- AR PGAR or GVRC 5/8 in. thick Type SCX, SM, WRQ, !P -,X 1, AR, C, WRC; FIL1-0, IP -AR, IP -Z2, WC -AR; 3/4 in. thiel: Type Il' -X3, ULTRACODE, ULTR.'1CODE S HC, or ULTRACC) E, \VRC.- USG MEXICO 8 A DE C V — 1/2 in. thick Type C ll' -112, IPC -AR or WRC; 5/8 in. thick Type iM C, IP-t1IZ IP -XI, IP � _2; IPC -AR, SCX, S=, t ILX, _WRC or; 3/4 in. thick.Type IP -X3, UUFRACODE, ULTRACODE SIIC or ULTRACODE WRC. 4A. G�lpsturn Bgtu•d* (As au alternate to Item =1) _— 5/8 jn. thick, 2 ft. bride, tongue and groove edea, applied horizontally its the outer layer to one side of the assembly: Secured as described in Ilein 5. Joint covering (Item 7) not required. CANADIAN GVPSUDI COMPANY —Type SHX. UNITED STATES GYPSUM CO —Type SILL. USG I\ [EXIC'O S A DE C V _ Type SH K. 5. Fasteners — (Not shown) -- Type S or S-12 steel screws used to attach panels to studs (Item 2) or finning channels (Item 6). Single layer systems: 1 in. long for 1i2 and 5/8 in. thick panels or 1-1/4 in. long for 3,14 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and boltoni edges and 12 in. OC in file field when panels are applied vertically. Two layer systems. Fust layer- 1 in. long for 1/2 and 5/8 in. thick panels or I -li=t in. long for 3/4 in. thick panels, spaced 16 in. OC: Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels or 2-1/4 in, long for 3/-1 in. thick panels, spaced 16 in. OC witli screws offset 8 in. from first layer. 77u•ee-layer• systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-518 in. long for 1/2 in:, 5/8 in. thick panels, spaced24in. OC. Third layer- 2-1/4 in. long for 1/2 in., 518 in. thick panels or 2-518 in. long for 5/8 in. thick panels, spaced 12 in. OC, Screws offset niin 6 in. front layer below. Four -layer systems: First layer- 1 in. long for 1/2 in., 5,18 in. thick panels, spaced 24 in, OC. Second layer= 1-5/8 in. long for 112 in., 5/S in. thick panels, spaced 24 in. OC. "Third layer- 2-1/4 in. long for 1/2 in. thick'pauels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC Fourth layor- 2-5/8 in. long for 1/2 in. thick.panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws ollset min 6 in.-liom layer below. 6. Furring Ch;uutels — (Optional, not sltotvii, for single or double layer systems) — Resilient fiirring channels fabricated from min 25 AISG corrosion -protected steel, spaced vertically a max of 24 in. OC. Flange portion attached toeach intersecting stud with 1/2 in. Tong Type S-12 steel screws. Not for use with [tem 4A. 6A. Steel Framing �l.etnbers (Not Sliotivn)* — (Optional oil one or both sides, not shown, for single or double layer systerns)— As va alternate to Item 6, furring cliamiels and Steel Framing Nfembers as described below: a. Furring Channels— Formed Of No. 25 NISG gals steel. 2-3/8 in. wide by 7/8 in. deep, 1 spaced mat. 24 in OC perpendicular to shads. Cltawiok sceur•cd to studs as described in Item b.Uvpsuau board attached to furaino channels as described in hent 5. Not for use with Item 4A. b. Steel Framing Dlembers* — Used to attach furring channels (Item 6a) -to shads (Item 2). Clips spaced wax. 48 in. OC., and secured to studs with No. 8 x 1- 1/2 in. minimum self -drilling, S-12 steel screw through the center gronirmt. Furring ehamtels are friction fitted into clips. Pt\CINTEItNATIONAL INC—Type RSIC-1. 7. Joint Tape and Compowtd — Vinyl or casein; dry or prewired joint compound applied in two coats to joints and screw heads of outer Mayers. Paper tape, now 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied ttitll a square.cdge. 8. Siding, Brick or Stucco — (Optional, not spoon) — Aluminum, vinyl or steel siding, brick veneer or stucco, meeting the requirenieuts of local coda agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall tics attached to each stud with steel screws; not more than each sixth course of brick. 9. Caulking turd Sealants" — (Optional, not shown) — A bead of acoustical scalaat applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO —'type AS *Bearing the UL Classification Mark M F - x c� a 0 0 r �.4 V •L O LL C O N c� ca O cu LL � N N -p CC) N O N r'' N O NTC_ 0- -a- SLOPEY6" PER T %" STUCCO FINISH SYSTEM,-----.- I RE: A201REGLET WITH SCUPPER .040 ALUM SCUPPER = I FLANGE IN GROUT JOINT LINERWIHEMMED "I EDGE I MULTI OR SINGLE PLY 053 PREFINISHED ALUM FASTENER WI NEOPRENE I BUILT-UP ROOF SCUPPER CONDUCTOR WASHER SYSTEM, RE: ROOF PLAN AND SPECS .053 PREFINISHED ALUM PREFINISHED ALUM SCUPPER CONDUCTOR DOWNSPOUT .040 PREFINISHED ALUM COUNTER FLASHING ° i — COVERBOARD INSUL I THERMAL INSUL (RE: A103 FOR SIZE) DOWNSPOUT STRAPS— CONDUCTOR ROOF = ROOF DECK, RE: STRUCTURAL 5'-0"OC AND OVER%"STUCCO I PT WOOD BLOCKING = I I DOWNSPOUT DISCHARC I I TO STORM SEWER, I I MTL FRAMING L RE: PLUMBING PREFINISHED ALUM DOWNSPOUT i I (RE: A103 FOR SIZE) SCUPPER DETAIL SCALE: 1" =1'-0" 18' DECORATIV POLYSTYRENE %" EXT STUCCI FINISH SYSTEM BACKED MTL b MOISTURE BAF 1 LAYER Y2 " PL 5 PARAPET DETAIL. SCALE: 314"=1'-0" e" EXT STUCCO FINISH SYSTEM ON PAPER BACKED MTL LATH ON MOISTURE BARRIER 1 LAYER % " PLYWOOD R 11 BATT INSULATION MTL FRAMING SCUPPER OPENING (RE: A103 IOR SIZE) %" EXT STUCCO FINISH SYSTEM FYPON DECORAI ELEMENT 1 LAYER % " PLYdV%JULJ RTU CURB DETAIL 2 SCALE: 1-1/2" =1'-0" PARAPET DETAIL. 6 SCALE: 1 112"=1'-0" ITL FRAMING /" EXT STUCCO :INISH SYSTEM I I MUUN I ING (;URb 4LING MATERIAL )OD NAILER TAL FLASHING RECEIVER IH -DOMED, CAPPED, GASKETED 3TENERS 18" O.C., MINIMUM TWO 3TENERS PER SIDE MOVABLE SHEET METAL COUNTER 1SHING >TENERS APPROX. 8" O.C. PENSION OF FIELD PLIES ABOVE 4D OF CANT LTIPLE-PLY MEMBRANE BASE 6HING 8" MIN. HEIGHT LT -UP -ROOF ASSEMBLY VERBOARD INSULATION ERMAL INSULATION DF DECK „� ERNATE CURB BEARING LOCATION FOR HEAVYWEIGHT LOADING CONDITIONS LAYER ,2 " PLYWOOD MTL FRAMING I LAYER Y2 " PL %" EXT STUCC, FINISH SYSTEM R-11 INSULATIC TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" SOFT METAL PIPE FLASHING PLUMBING VENT STACK ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE BUILT -UP -ROOF ASSEMBLY COVERBOARD INSULATION THERMAL INSULATION ROOF DECK SET FLANGE IN ROOF CEMENT -PRIME FLANGE BEFORE STRIPPING VENT THROUGH ROOF DETAIL SCALE: 1-1/2" =1'-0" e" EXT STUCCO FINISH SYSTEM ON PAPER BACKED MTL LATH ON MOISTURE BARRIER FRY REGLET MTL COUNTER FLASHING liIl����Fy:11►Ce'. BUILT UP ROOF COVER BOARD INSOLATION RIGID THERMAL INSOLATION MTL DECKING STEEL BAR JOIST (RE: STRUCTURAL) WALL ROOF CONNECTION SCALE: 3" =1'-0" ............................................................................................................................................................................................................... 2- 5/16" HOLES FOR 1/4" ANCHOR BOLTS (BY OTHERS) 3/16" X 2" ALUM. / WALL BRACKETS 114" X 3/4" S.S. AT 10'- 0" O.C. MAX. H.H.M.B. W/LOCK NUT AND FLAT WASHER #12 X 11/4" S.S. H.H. SELF TAPPING SCREW NL -2 EXTRUDED ' EXTRUDED ALUMINUM COVER RUNG 6063-T5 PLATE 6063-T5 NL -1 EXTRUDED ALUMINUM CHANNEL RAIL 6063-T5 2" x 3/16" ALUM. FLAT SAFETY HOOPS (SEE ELEVATION FOR LOCATION) 4 ROOF ACCESS LADDER m RUNG DETAIL SCALE: 3" =1'-0" Y8" /" EXT FINISH 8" CMU 8 PARAPET DETAIL SCALE: 1 112"=1'-0" FRY REGLET MTL COUNTER FLASHING MTL FLASHING BUILT UP ROOF COVER BOARD INSOLATION RIGID THERMAL INSOLATION ANSOMi F DOOR SCHEDULE DOORS FRAME DETAILS GLASS LOUVER FIRE RATING HARD WTARE REMARKS SEALANT EA. SIDE KAWNEER PART M P.T. WOOD SHIMS AS REQUIRED TO 190 BOTTOM RAIL SET STOREFRONT STOREFRONT PROVIDER TO STOREFRONT JAMB RE: NOA INSTALL OPTIONAL BOTTOM DOOR REQUIREMENTS 2" GYP BOARD Storefront Jamb Detail MARK TYPE WIDTH HEIGHT THICKNESS MATERIAL TYPE MATERIAL HEAD JAMB SILL SIZE TYPE THICKNESS SIZE TYPE O DT -1 4'-0" 7'-0" 1 %" METAL/GLASS FR -2 METAL 2 2 2 FULL TEMPERED Ya" - - - 2 DT -2 4'4' T 0"1 %" STEEL FR -2 METAL 3 3 3 - - - - 45 MIN 5 U DT -2 T-0" 6'-8" 1 %" SOLID CORE WOOD FR -1 WOOD 4 4 4 - - - - - 4 ® DT -2 T-0" 7'-0" 1 %" STEEL FR -2 METAL 3 3 3 - - - - 45 MIN 3 DT -3 8'-0" T-0" 1 %" METAL/GLASS FR -3 METAL 2 2 2 FULL TEMPERED 4" NOTE: SUBMIT SHOP DRAWINGS (FOR ALL OF THE ABOVE) TO ARCHITECT FOR APPROVAL RE:L SCHEDULELRE:e, SCHEDULE � RE: SCHEDULE DT -1 DT -2 DT -3 DOOR TYPES _> TYP. SINGLE PANE GLAZING (4" 12" SPLIT FACE CMU TEMPERED UNLESS NOTED RE: STRUCTURAL CONTINUOUS CLEAR SILICONE SEALANT EA. SIDE KAWNEER PART M P.T. WOOD SHIMS AS REQUIRED TO 190 BOTTOM RAIL SET STOREFRONT STOREFRONT PROVIDER TO STOREFRONT JAMB RE: NOA INSTALL OPTIONAL BOTTOM DOOR REQUIREMENTS 2" GYP BOARD Storefront Jamb Detail SCALE: N.T.S. MAX 2" GYP BOARD RE: WALL SECTIONS FOR ADDITIONAL INFORMATION CONTINUOUS CLEAR SILICONE SEALANT KAWNEER PART#: 450 -CG -003 HEAD 450 -CG -004 STOP CONTINUOUS CLEAR SILICONE SEALANT WITH BACKER ROD TYP. SINGLE PANE GLAZING (4" UNLESS NOTED OTHERWISE) KAWNEER PART M 450-022 GLASS STOPS KAWNEER PART #: 450-503 T -BAR 41-045 STOP TRANSOM ASSY. (SAM II) TYP. SINGLE PANE GLAZING (4" TEMPERED UNLESS NOTED OTHERWISE) ""'""IEER PART M A PIVOT STILE SINGLE DOORJAMB DOUBLE DOOR JAMB (STRIKE) (STRIKE) RE: DOOR SCHEDULE RE: DOOR SCHEDULE EER PART M EETING STILES — TYP. SINGLE PANE GLAZING (4" TEMPERED UNLESS NOTED OTHERWISE) KAWNEER PART M 190 BOTTOM RAIL STOREFRONT PROVIDER TO INSTALL OPTIONAL BOTTOM DOOR SWEEP EXTRUDED ALUMINUM THRESHOLD MAX SET IN FULL MASTIC BED DOORSILL CONCRETE FLOOR SLAB 2" EXPANSION FILL CONCRETE SIDEWALK 2 Aluminum Door SCALE: N.T.S. DOOR HEAD IO 9 -- — 71 DOORJAMB RE: SCHEDULE I I W W W U W RE: SCHEDULE � FR -1 FR -2 FRAME TYPES DOOR SILL HM Door in Maso SCALE: N.T.S. 4%" CONCRETE MASONRY FINISH RE: EXTERIOR ELEVATIONS SILICONE CONTINUOUS SEALANT EACH SIDE OF FRAME 16 GA. GALV. H.M. DOOR FRAME, PAINT FINISH RE: DOOR SCHEDULE 18 GA. GALV. METAL DOOR, PAINT FINISH RE: DOOR SCHEDULE REFER TO ACCEPTABLE HOLLOW METAL DOOR FRAME MASONRY TIES THIS SHEET FOR ALTERNATIVES HM JAMB MASONRY TIE PER NOA REQUIREMENTS RE: ARCHITECTURAL 700 SERIES DRAWINGS 16 GA. GALV. H.M. DOOR FRAME, AINT FINISH RE: DOOR SCHEDULE 18 GA. GALV. METAL DOOR, PAINT FINISH RE: DOOR SCHEDULE M. DOOR FRAME (BEYOND) UM. THRESHOLD SET IN FULL %STIC BED (TYP.) DNC. FLOOR SLAB 2" PRE FORMED (PANSION/ISOLATION JOINT 1 1 ACOUSTICAL BATT INSULATION ENTIRE INTERIOR PERIMETER OF RESTROOM rLS GYP BOARD EACH SIDE OF MTL STUD RE: WALL TYPE SCHEDULE i FIRE RATED WOOD BLOCKING AS REQUIRED SOLID WOOD DOOR FRAME, PAINT FINISH RE: DOOR SCHEDULE FLUSH HOLLOW CORE WOOD DOOR RE: DOOR SCHEDULE 5%" DOOR HEAD JAMB (SIM.) DOOR SILL 4 Wood Door SCALE: N.T.S. HOLLOW CORE WOOD DOOR APPLY VINYL (VCT TO CONCRETE) TRANSITION STRIP PAINTED WOOD FRAME BEYOND FINISH FLOOR RE: FLOOR PLAN W J W U W RE: SCHEDULE FR -3 2" YF 2" 10 ¢ o m ¢ o m STANDARD DOUBLE RABBETED COMMUNICATING (2200 SERIES) A B C D A B C D 5% 4% i6 24 5% 4% %6 24 ALL OTHERS DEPTH -1" 2 DEPTH -3%11 ALL OTHERS DEPTH -1" 2 DEPTH -3 (V CV 11 6" I D 11/6 1%6" I. D1.1yl6° L A L A 4" FACE HEADER 4" FACE HEADER STANDARD DOUBLE RABBETED COMMUNICATING (2200 SERIES) A B C D A B C D 5% 4% %6 24 5% 4% 7/6 2% ALL DEPTH -1" 2 DEPTH -3 %" ALL DEPTH -1" 2 DEPTH -3 %" OTHERS OTHERS ACCEPTABLE SNAP -IN ANCHOR TYPES WIRE MASONRY ANCHOR 3" THRU 8 3/4" (STANDARD) SPECIFY "M" WOOD STUD ANCHOR 3 314",4 3/4",5 314" 6 314",7 3/4",8 3/4" (STANDARD) SPECIFY "S" CHANNEL STEEL STUD ANCHOR 3 6 3C4",4 3/4",5 3/4" (STANDARD) SPECIFY ADJUSTABLE WOOD STUD ANCHOR 5 3/4",61/4",6 314",71/4" 7 314",8114",8 314" (OPTIONAL) Ll �[ 0> FLOOR ANCHOR -WELDED ANSI/DHI Al 15.14 7/8" (STANDARD) UNIVERSAL STRIKE COMPLETED OPENING ANCHOR / LAG BOLT 5 3/4",6 314" SPECIFY "CO" FOR BENT TAB COMPLETED OPENING SPECIFY "LAG" CORNER REINF FOR LAG BOLT (OPTIONAL) WELDED TO HEADER MASONRY ANCHOR 9 112" AND OVER 1, TYPICAL "INTER-LOK" NOTE K -D MITERED ALL OTHER SIZES WILL REQUIRE A CORNER WELD -IN TYPE ANCHOR 5 Hollow Metal Frame SCALE: N.T.S. —II GENERAL NOTES 1. CONTRACTOR TO VERIFY WINDOW DIMENSIONS IN FIELD PRIOR TO FABRICATION AND INSTALLATION 2. SEE STOREFRONT ELEVATIONS ON THIS SHEET FOR GLASS TO BE TEMPERED 3. ALL STOREFRONT WINDOWS AND DOORS ARE REQUIRED TO BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/132 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY 4. ALL STOREFRONT WINDOWS AND DOORS SHALL BE ANCHORED PER PUBLISHED MANUFACTURERS RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED. 5. ANY STOREFRONT WINDOWS OR DOORS WITH A BUCK THICKNESS LESS THAN 11/2" SHALL BE ANCHORED THROUGH THE JAMB INTO THE ADJACENT STRUCTURAL SUBSTRATE. 6. STOREFRONT MULLIONS AND ADJACENT DOOR ASSEMBLIES ARE REQUIRED TO BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGNED LOADS TO THE ROUGH OPENING SUBSTRATE. HARDWARE NOTES 1. ADJUST ALL CLOSERS TO A 5 LB. MAX. OPENING FORCE, 2. CONTRACTOR TO SUBMIT TYPE WRITTEN SHOP DRAWINGS AND PRODUCT LITERATURE FOR ALL DOORS AND HARDWARE SPECIFIED. PREPARED BY A LICENSED AND CERTIFIED CONSULTANT. 3. ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND PAINTED. 4. ALL LOCK AND PASSAGE SETS TO BE SCHLAG E GRADE OR BETTER. SUBMIT OTHERS FOR APPROVAL. LOCKS NEED TO BE REKEYABLE. 5. DOOR DETEX SYSTEMS MUST BE IN COMPLIANCE WITH SPECIAL EGRESS CONTROL DEVICES LISTED IN LOCAL CODES. 6. SUBMIT DETAILED HARDWARE SCHEDULE FOR ARCHITECT'S APPROVAL. 7. ALL DOORS AND HARDWARE TO COMPLY WITH N.F.P.A.101-7.2.1.5 2000 EDITION 8, ALL DOORS AND HARDWARE TO COMPLY WITH A.D.A. AND CODE OF FEDERAL REGULATION, UTILIZING A LEVER LATCH OR LOCKSET. i HARDWARE SCHEDULE HARDWARE SET #1: DOUBLE ENTRANCE DOORS 2 SET SINGLE ACTING OFFSET PIVOT HINGES 2 DOOR CLOSER - NORTON 1605 SURFACE CLOSER 14" EXTRUDED - MILL FINISH ALUMINUM THRESHOLD 1 ADAMS RITE MS -1850A DEADLOCK 1 CYLINDER - 7 PIN MORTISE FINISH 26D (NOTE: "DOOR TO REMAIN UNLOCKED DURING STORE OPERATION") 2 SEALAIR WEATHERING SYSTEM AND EPDM BLADE SURFACE ATTACHED SWEEP STRIP 2 FLOOR STOP - 331 -ES QUALITY - BLACK HARDWARE SET #2: SINGLE ENTRANCE DOORS 1 SET SINGLE ACTING OFFSET PIVOT HINGES 1 DOOR CLOSER - NORTON 1605 SURFACE CLOSER 14" EXTRUDED - MILL FINISH ALUMINUM THRESHOLD 1 ADAMS RITE MS -1850A DEADLOCK 1 CYLINDER - 7 PIN MORTISE FINISH 26D (NOTE: "DOOR TO REMAIN UNLOCKED DURING STORE OPERATION") 1 SEALAIR WEATHERING SYSTEM AND EPDM BLADE SURFACE ATTACHED SWEEP STRIP 1 FLOOR STOP - 331 -ES QUALITY -BLACK HARDWARE SET #3: SINGLE REAR DOORS 12 PAIR 4 2" x4 2" BUTT FULL MORTISE HINGES NO. BB1279 FINISH 26D 1 LOCKSET SINGLE ACTING LEVER W/ KEY LOCK HEAVY DUTY 1 CLOSER - LCN NO. 4040 FINISH US26D MOUNTED INSIDE OF BUILDING 1 FULL WEATHER-STRIP 1 ALUMINUM THRESHOLD HARDWARE SET #4: INTERIOR DOORS 12 PAIR 3%2' x 32" BUTT FULL MORTISE FINISH 26D 1 LEVER TYPE PRIVACY LATCHSET, SCHLAGE 340s RHODES W/ 626 FINISH 1 CLOSER - LCN NO. 4040 FINISH US26D MOUNTED INSIDE OF DOOR SWING 1 DOOR STOP, FINISH US 26D HARDWARE SET #5: SINGLE EXIT DOORS 1 SET SINGLE ACTING OFFSET PIVOT HINGES 1 DOOR CLOSER - NORTON 1605 SURFACE CLOSER 14" EXTRUDED - MILL FINISH ALUMINUM THRESHOLD 1 ADAMS RITE 4730 SERIES DEADLATCH 1 ADAMS RITE 4590 DEADLATCH PADDLE (INTERIOR SIDE OF DOOR) 1 ADAMS RITE 4593 LATCH PULL (EXTERIOR SIDE OF DOOR) 1 SEALAIR WEATHERING SYSTEM AND EPDM BLADE SURFACE ATTACHED SWEEP STRIP 1 FLOOR STOP - 331 -ES QUALITY - BLACK LOCKSETS AND KEYING 1. FINAL CORE PROCESS FOR LOCKSETS AND KEYING: THE SUBCONTRACTORS WILL INSTALL ALL DOORS, FRAMES, HARDWARE AND LOCKSETS AND ENTRANCE DOORS. INISH SYSTEM ON D MTL LATH ON IRRIER dT W/ BACKER ROD AS REQUIRED TO EFRONT -UMINUM HEAD NOA FOR SPECIFIC TS CLEAR SILICONE >IDE AZING RE: STOREFRONT :OR TEMPERED GLASS UMINUM DECORATIVE TOREFRONT ,ER. %ZING RE: STOREFRONT :OR TEMPERED GLASS UMINUM SILL NOA FOR SPECIFIC Ts -L PLATE SET IN FULL J FILL DEWALK RE: CIVIL Kawneer Trirab 450 Typ. Storefront Detail SCALE: 3/8" =1'4' CAST CONCRETE LINTEL RE: STRUCTURAL 5/8" STUCCO FINISH SYSTEM WOOD SHIMS AS REQUIRED TO SQUARE STOREFRONT EXTRUDED ALUMINUM HEAD ASSEMBLY RE: NOA FOR SPECIFIC REQUIREMENTS CONTINUOUS CLEAR SILICONE SEALANT EA SIDE 4" TINTED GLAZING RE: STOREFRONT ELEVATIONS FOR TEMPERED GLASS LOCATIONS 4" TINTED GLAZING RE: STOREFRONT ELEVATIONS FOR TEMPERED GLASS LOCATIONS EXTRUDED ALUMINUM DECORATIVE MULLION BY STOREFRONT MANUFACTURER. 4" TINTED GLAZING RE: STOREFRONT ELEVATIONS FOR TEMPERED GLASS LOCATIONS EXTRUDED ALUMINUM SILL ASSEMBLY RE: NOA FOR SPECIFIC REQUIREMENTS ALUMINUM SILL PLATE SET IN FULL MASTIC BED 2" EXPANSION FILL CONCRETE SIDEWALK RE: CIVIL Kawneer Triab 450 Typ. Storefront Detail 6D SCALE: 3/8" =1'-0" EQ EQ 41-0" EQ II Ali' _ ii i W-91, Ul U 1 Storefront Windows SCALE: N.T.S. Z? 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GENERAL A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001, WITH THE 2003 REVISIONS, AS ADOPTED AND SUPPLEMENTED BY LOCAL REGULATIONS. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN, OR OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO BRACING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES. D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL STRUCTURAL MEMBERS AS REQUIRED FOR STRUCTURAL- STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL 'IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. E. CONSTRUCTION MATERIALS SHALL NOT BE STACKED ON FLOORS OR ROOFS IN EXCE55 OF THE DESIGN LIVE LOADS WHICH ARE INDICATED IN THE GENERAL NOTES. IT 15 THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSURE THAT THE SUBCONTRACTORS ARE INFORMED AND DO NOT VIOLATE THIS IMPORTANT REQUIREMENT. IMPACT SHALL BE AVOIDED WHEN PLACING MATERIALS ON FLOORS OR ROOFS. F. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. G. SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR MISCELLANEOUS STEEL ITEMS NOT SHOWN HEREON. H. COORDINATE SIZES AND LOCATIONS OF OPENINGS IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL REQUIREMENTS. I. SUBMIT WRITTEN REQUEST TO THE ARCHITECT FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIR9I'MENT5 OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER A,LTERATION5 TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE OTRUCTURAL ENGINEER, ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUrIffNTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR J. THE MOOT STRINGENT REQUIREMENTS APPLY IN CASE OF CONFLICT AMONG SPECIFICATIONS, STANDAC,DS, CODES AND DRAWINGS, K. DESIGN DATA I. ROOF LIVE LOADS 20 PSF 2. ROOF DEAD LOAD, MAIN BUILDING 25 P5F MAX (8 PSF TO BE USED FOR UPLIFT) 3. ALLOWABLE SOIL PRESSURE 2500 P5F (ASSUMED: VERIFY BY CONTRACTOR/OWNER) 4. WIND DESIGN CRITERIA (CHAPTER 1(o, FBG 2001) - NOT A WIND BORNE DEBRIS AREA 4A. WIND VELOCITY 110 MPH (FIGURE 1606) 45. WIND IMPORTANCE FACTOR 1.0 - TABLE 1606 4C. 0; 11LDING CATEGORY ENCLOSED 4D, WIND EXPOSURE CATEGORY B - ART. 1606.1.82 4E. INTERNAL PRESSURE COEFFICIENT NOT ADPL. TO ENCLOSED BUILDINGS UNDER 60 FT HIGH 5 IjffT UPLIFT ON STEEL JOISTS 0i COMERS AND EDGES 35 PSF EDGE ZONE IS 10'-0' WIDE W INTERIOR 25 PSF 6. NffT UPLIFT ON THE METAL DECK 6 CORNERS AND EDGES 65 PSF 0 INTERIOR 26 PSF FOUNDATIONS A. ANY FILL REQUIRED TO BACKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS _5HALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SF=ECIFICATION D-1551. IN-PLACE DENSITY TESTS SHALL BE PEI;;U--ORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED. A 501L COMPACTION TEST SHALL BE PERFORMED IN EVERY SPREAD FOOTING PAD SUB -GRADE. B. SOIL PRESSURES IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. C. REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. CONCRETE MASONRY UNITS (CMU) A. ALL CMU WORK SHALL CONFORM TO AGI SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1). B. CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE II, WITH A MINIMUM NET COMPRESSIVE STRENGTH AT 28 -DAYS OF 1800 PSI ON THE NET AREA. NORMAL WEIGHT UNITS UNLESS NOTED, C. MORTAR SHALL BE TYPE M OR S. D. REINFORCE WALLS WITH LADDER -TYPE REINFORCEMENT EQUAL TO STANDARD DUR-O-WAL IN BED JOINTS AT 16' O.C. MEASURED VERTICALLY U.01 -L PLACE PER MANUFACTURER'S RECOMMENDATIONS. EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. E. WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6" WIDE CONTINUOUS STRIPS OF POUR STOP MATERIAL (DUR-O-STOP OR EQUIV.) USE OF ROOFING FELT STRIPS OR ALUMINUM WILL NOT BE PERMITTED. F. OPENINGS SHALL HAVE BLOCK CELL AT EACH JAMB FILLED WITH GROUT AND REINFORCED. G. GROUT FOR FILLED CELLS SHALL CONFORM TO ASTM C416, LATEST REVISION, AND SHALL HAVE A SLUMP OF BETWEEN 8' AND 11'. PROVIDE CLEANOUTS. PUMP 4'-0' MAXIMUM GROUT LIFTS WITH 60 MINUTE DELAY BETWEEN LIFTS. GROUT COMPRESSIVE STRENGTH SHALL BE 3000 PSI AT 28 DAYS. H. AT FILLED CELLS, LAY UNITS WITH FULL BED JOINTS AROUND CELLS. I. COMPRESSIVE DESIGN STRENGTH OF MASONRY (f'm) SHALL BE AT LEAST 1500 PSI, J. PRECAST CONCRETE OR 'POWERS' STEEL LINTELS SHALL BE PROVIDED ABOVE ALL OPENINGS IN MASONRY WALLS. CMU UNIT LINTELS ARE NOT PERMITTED. K. PROTIDE 1-05 CONTINUOUS IN EACH OF DOUBLE KNOCK -OUT COURSE AT TOP OF ALL MASONRY WALLS. BEND VERTICALS HORIZONTAL WITH 9' HOOK OR PROVIDE SEPARATE HOOKED DOWEL OF SAME 51ZE AND SPACING AS WALL REINFORCING. TYPICAL UNLESS SPECIFICALLY NOTED OTHERWISE. SEE PLANS AND DETAILS FOR ADDITIONAL REINFORCING REQUIRED. REINFORCED CONCRETE A. CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301-89). B. CAST -IN-PLACE CONCRETE 28 -DAY COMPRESSIVE STRENGTH SHALL BE 3000 PSI FOR ALL CONCRETE. MATERIAL: I. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE. CLEAN LIME STONE, SIZE 51, EXCEPT FOR FILL CELLS, WHICH SHALL BE SIZE 8. 4, NO CALCIUM CHLORIDE SHALL BE USED. C. PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED: BEAMS (OVER STIRRUPS) 1-1/2' COLUMNS (OVER TIES) 1-1/2" FOOTINGS 3' D. SLA55, JOISTS AND BEAMS SHALL HAVE NO HORIZONTAL JOINTS. E. REINFORCING BARS SHALL CONFORM TO ASTM A-615, GRADE 60. F. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. G. CONCRETE REINFORCING FIBERS SHALL BE MANUFACTURED BY FIBERMESH OR GRACE PRODUCTS. NO SUBSTITUTIONS. H. SPLICE REINFORCING ONLY WHERE SHOWN ON THE DRAWINGS. WHERE CONTINUOUS REINFORCING 15 CALLED OUT, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED BY THE ENGINEER REINF. BARS SHALL NOT BE WELDED. 1. PROVIDE STANDARD HOOKS FOR ALL TOP REINFORCING BARS AT DISCONTINUOUS ENDS. HOOKS MAY BE TILTED FROM VERTICAL TO OBTAIN PROPER CONCRETE COVER J. WHERE PIPING PENETRATES CONCRETE BEAMS, PLACE TWO 03 STIRRUPS a 3' O.C. EACH SIDE OF PIPE, UNLESS OTHERWISE NOTED. K GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON -SHRINK TYPE WITH A COMPRESSIVE STRENGTH OF AT LEAST 6000 PSI IN SEVEN DAYS. V15ROPRUF 011, BY LAMBERT CORPORATION, OR ACCEPTED SUBSTITUTE. L, THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO PREPARE TEST CYLINDERS REPRESENTING CONCRETE POURED EVERY DAY, ONE SET PER DAY OR ONE SET FOR EACH 50 CUBIC YARDS POURED, MAXIMUM. THE TESTING LABORATORY TECHNICIAN SHALL BE PRESENT AT THE BEGINNING OF EACH POUR LABORATORY REPORT SHALL BE FURNISHED TO THE STRUCTURAL ENGINEER SHOWING STRENGTH OF CONCRETE AT l AND 28 DAYS. Irk - LAP LENGTHS BAR SIZE 03 04 05 06 "i TOP BAR` 24' 24' 28' 34' 40' BOT BAR IS' 18' 20' 24' 28' "� TOP BAR IS DEFINED AS ANY HORIZONTAL BAR WITH 12' OR MORE OF CONCRETE PLACED BELOW THE BAR USE FOR VERTICAL BARS U.N.O. ON DETAILS STRUCTURAL STEEL A. STEEL WORK SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DE51GN (9TH EDITION). B, MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT A$ NOTED: STRUCTURAL STEEL: A5TM A36. ANCHOR BOLTS AND MACHINE BOLTS: ASTM A301. PIPE COLUMNS: ASTM A53, GRADE B. STRUCTURAL STEEL TUBING, ASTM A500, GRADE B. HIGH STRENGTH BOLTS: ASTM A 325. C: CONNECTIONS: I. UNLESS OTHERWISE NOTED, BOLTS SHALL BE HIGH-STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN BY THE 'TURN -OF -THE -NUT' METHOD (SNUG -TIGHT PLUS 1/2 TURN). 2. WELDING ELECTRODES FOR A36 STEEL SHALL BE E-10XX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2' AT EACH END. 3. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED, 4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4' BOLTS, EXCEPT AS NOTED OTHERWISE. D: ALL WELDING IN THE SHOP OR IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. CERTIFICATION DOCUMENT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. ALL WELDS SHALL BE PRE -QUALIFIED PER AWS DH -S4. WELDED SPLICES OF ROLLED SHAPES MADE IN THE SHOP ARE ACCEPTABLE PROVIDED RADIOGRAPHED NDT EXAMINATION RESULTS ARE IN ACCORDANCE WITH AW5 ACCEPTANCE STANDARDS AND WRITTEN REPORTS VERIFYING SUCH RESULTS ARE SUBMITTED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. MINIMUM FILLET WELDS SHALL BE 3/16 INCH UNLE-55 OTHERWISE SHOWN ON THE DRAWINGS. E, THE STEEL STRUCTURE IS DESIGNED FOR STABILITY IN ITS COMPLETED CONDITION PER THE DRAWINGS, SPECIFICATIONS AND THESE NOTES. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, GUYING AND OTHER MEANS OF SUPPORT DURING CONSTRUCTION SUFFICIENT TO WITHSTAND WEATHER CONDITIONS AND MEET ALL APPLICABLE SAFETY REQUIREMENTS DURING CONSTRUCTION. F. DETAILING OF STRUCTURAL STEEL AND CONNECTIONS SHALL BE SHOWN ON SHOP AND ERECTION DRAWINGS PREPARED BY THE FABRICATOR FOR THE STRUCTURAL ENGINEER'S APPROVAL, PRIOR TO FABRICATION. G. COAT OF PAINT CONFORMING TO FED. SPEC. TT -P638, TO A MINIMUM 2 -MIL DRY FILM THICKNESS (OFT). H. HOT DIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO EARTH AND OR TO WEATHER, GALVANIZING SHALL BE PER ASTM A123. (SEE DRAWINGS FOR OTHER STRUCTURAL ITEMS TO BE HOT DIP GALVANIZED). STEEL JOISTS A. JOIST MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER ENGINEER SHALL SUPERVISE THE CUSTOM DESIGN OF JOISTS, GIRDERS AND BRIDGING AND PREPARATION OF JOIST SHOP DRAWINGS, AND SHALL SIGN AND SEAL ALL SUBMITTALS. F. WORK SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR OPEN -WEB STEEL JOISTS AND LONGSPAN STEEL JOINTS, OF THE STEEL JOIST INSTITUTE, LATEST REVISION. B. JOIST MANUFACTURER SHALL BE A MEMBER OF THE STEEL JOIST INSTITUTE. C. JOISTS TOP AND BOTTOM CHORDS SHALL BE DOUBLE ANGLES. D. CAMBER J015TS THE MAXIMUM ALLOWED BY THE SJI SPECIFICATIONS. E. HANGERS FOR SUPPORT OF EQUIPMENT, OR MEMBERS SUPPORTING SUCH HANGERS, SHALL BE LOCATED AT PANEL POINTS OF JOISTS, G. THE JOISTS SHOWN ON THE PLANS ARE THE MINIMUM SIZE REQUIRED IN TERMS OF CAPACITY. DEPTH SHOWN MAY NOT BE EXCEEDED. H. ANCHOR ENDS OF BRIDGING LINES TO MASONRY WALLS, CONCRETE BEAMS, AND/OR STEEL BEAMS. 1. WELD STEEL JOISTS TO SUPPORTING STRUCTURAL STEEL BEAMS AND PLATES AS SHOWN IN THE CONTRACT DOCUMENTS. FOLLOW 5J1 REQUIREMENTS AS A MINIMUM. J. PROVIDE SEATS, HEADERS CHORD EXTENSIONS, OR OTHER ELEMENTS AND FEATURES SHOWN IN THE CONTRACT DOCUMENTS AND THOSE WHICH ARE REQUIRED FOR PROPER ERECTION OF STEEL JOISTS. STEEL DECK A. DECK SHALL CONFORM TO S.D.I. SPECIFICATIONS. WELD PATTERN SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, ROOF DECK WELD PATTERN SHALL BE SUFFICIENT TO RESIST WIND UPLIFT AS SPECIFIED. B. USE PROPER SIZE WELDING ELECTRODE AND WELDING MACHINE CURRENT, 50 THAT WELDS ARE GOOD AND FREE FROM 'BURN -THROUGH'. C. FOR ROOF WITH SPAN NOT TO EXCEED 6'-S" O.C. USE 1-1/2' 22 -GAGE TYPE B PAINTED WITH A MINIMUM SECTION MODULUS (SP=0.186 IN3 /FT. SN=0.192 IN3 /FT). FOR ATTACHMENTS PROVIDE 5/6" PUDDLE WELD WITH FASTENER LAY -OUT PER SCHEDULE. WELD METAL SHALL PENETRATE ALL LAYERS OF DECK MATERIAL. END LAPS SHALL BE COMPLETELY FUSED TO THE SUPPORTING MEMBERS. SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED WITH 010 TEKS SCREWS PER THE SCHEDULE. E. PROVIDE A MINIMUM END BEARING AND END LAPS OF 2' OVER SUPPORTS. F. METAL DECK SHALL BE ERECTED CONTINUOUS FOR A MINIMUM OF THREE (3) SPANS AND SHALL LAP AT THE CENTERLINE OF SUPPORTS A MINIMUM OF TIDO (2') INCHES. METAL DECK SHALL BE ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ERECTION LAY -OUTS. NOTE: SINGLE SPAN INSTALLATION 15 NOT PERMITTED. G. PROVIDE SUPPORTS FOR METAL DECK AS REQUIRED WHERE METAL DECK 15 CUT OUT AROUND COLUMNS. LIGHT GAGE FRAMING A. LIGHT GAGE MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE A FLORIDA REGISTERED STRUCTURAL ENGINEER SPECIALTY ENGINEER SHALL SUPERVISE THE CUSTOM DESIGNING OF FRAMING, TRUSSES, BRACING, AND THE PREPARATION OF STRUCTURAL CALCULATIONS AND SHOP DRAWINGS, SUBMITTALS FOR TRU65 SYSTEMS AND SHALL SIGN AND SEAL ALL 5UBMITTAL5. B. LIGHT GAGE SHALL BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. C. UNLE55 NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF 6 -INCH IS GA. WITH 16 GA. TRACK D. STUD, TRACK AND ACCESSORY DESIGNATIONS ARE BASED UPON UNIMAST INCORPORATED CATALOG. MINIMUM YIELD STRENGTH FOR ISGA. STUDS SHALL BE 33 KSI±, ALL TRACK SHALL BE 33 KSI. WIND STRAPS ARE BASED UPON THE USE OF 40,000 P51 FY MIN. E. ALL STUDS, TRACK BRIDGING AND ACCESSORIES SHALL BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING MEETING THE REQUIREMENTS OF A.5.T.M. A525. F. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ 010 TEK SCREWS (MIN. I SCREW EACH FLANGE). ALL WELDS SHALL BE TOUCHED UP WITH ZINC RICH PAINT. G. STUDS SHALL HAVE FULL BEARING AGAINST INSIDE TRACK WEB PRIOR TO ATTACHMENT AT BOTH ENDS. H. ALL STUD TO STUD CONNECTIONS TO BE (4) 010 TEK SCREWS (MIN.) UNLESS NOTED OTHERWISE. I. AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT -WELDED OR SPLICED TOGETHER J. A MINIMUM OF 10' OF UN -PUNCHED STEEL IS REQUIRED AT BOTH ENDS OF LOAD BEARING STUDS. K. BRIDGING SHALL BE 1.5' CRC PLACED THROUGH PUNCHOUTS AND WELDED ON BOTH SIDES. BRIDe ING 15 TO BE SPACED AT NO MORE THAN 4'-0' VERTICALLY AT APPROXIMATELY THE THIRD POINT. Q:RC BRIDGING IN 6' STUDS REQUIRES A CLIP ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE BRIDGING TECHNIQUE SHALL BE 1 1/2'-20GA. STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF tACH STUD WITH SOLID BLOCKING REQUIRED AT 8'-O'O.C. MAX AND 24' FROM BOTTOM OF PANEL. L. FASTENING OF COMPONENTS SHALL BE WITH SELF - TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING TO DEVELOP CAPACITY OF CONNECTING MEMBERS IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS, WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. SUBMITTALS A. APPROVAL OF SHOP DRAWINGS DOES NOT INDICATE ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS, UNLESS ACCEPTED BY THE ENGINEER IN WRITING PRIOR TO SUBMISSION Of - SHOP DRAWINGS. CONFLICTS RESULTING FROM SUCH DEVIATIONS, CONFLICTS BETWEEN THIS WORK AND THE WORK OF OTHER TRADES DUE TO SUCH DEVIATION, AND DIMENSIONAL CONFLICTS AS A RESULT OF SUCH DEVIATIONS SHALL BE DEEMED CONTRACTOR'S RESPONSIBILITY. B. SUBMITTALS SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS. NON- CONFORMING SUBMITTALS WILL BE RETURNED WITHOUT REVIEW. IB, SHOP DRAWINGS SHALL BE REVIEWED AND MARKED 'APPROVED' BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTALS. 25. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. 35. SUBMIT FOR ENGINEER REVIEW THE SHOP DRAWINGS FOR THE FOLLOWING ITEMS. DESCRIPTION NOTES I. CONCRETE MIX DESIGNS 2, REINFORCING STEEL 3. STRUCTURAL STEEL 4. OPEN WEB STEEL JOISTS 4 GIRDERS a 5. METAL DECK NOTES a. CALCULATIONS SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. STRUCTU=ASYMBOLS ET HT0 O KEY NOTE El" DETAIL BLOW-UP/' \ REVISION NOTE SPAN DIRECTION ET SECTION MARK STRUCTURAL MASONRY WALL STRUCTURAL CONCRETE T/ WALL COLUMN SEE PLAN ELEVATION MARK METAL STUD WALL ALT ALTERNATE/ALTERNATIVE ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AI51 AMERICAN IRON AND STEEL INSTITUTE - ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AW5 AMERICAN WELDING SOCIETY AB ANCHOR BOLTS ARCH ARCHITECTURE/ARCHITECTURAL BP BASE PLATE/BEARING PLATE BRG BEARING BM BEAM BLK BLOCK C�1 jq o BLDG BBUILDIINNG®F BTJ BOLTED TIE J015T CANT CANTILEVER CL CENTERLINE CLR CLEAR/CLEARANCE COL COLUMN CONC CONCRETE C5 CONC RETEBE AM CC CONCRETE COLUMN CMU CONCRETE MASONRY UNIT CONT CONTINUOUS CONNX CONNECTION CONST CONSTRUCTION C5 J CONSTRUCTION JOINT C J CONTRACTION JOINT / CONTROL JOINT DET DETAIL DEPT DEPARTMENT DFT DRY FILM THICKNESS DBA DEFORMED BAR ANCHOR DIA DIAMETER DIM DIMENSION DIST DISTANCE DN DOWN DR DRAIN DWG DRAWING EA EACH EE EACH END EF EACH FACE EW EACH WAY EL ELEVATION EMB EMBEDMENT ENGR ENGINEER EXIST EXISTING EXT EXTERIOR F V FIELD VERIFY FF FINISHED FLOOR FLR FLOOR F D FLOOR DRAIN FTG FOOTING GA GAGE/GAUGE GALV GALVANIZED G C GENERAL CONTRACTOR GLU-LAM GLUE LAMINATED GN. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS HT HEIGHT HORIZ HORIZONTAL INT INTERIOR JT J5T JOIST LGTH LENGTH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL MANUF MANUFACTURE/MANUFACTURER M B MASONRY BEAM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM M15C MISCELLANEOUS MO MASONRY OPENING MTL METAL N I C NOT IN CONTRACT NOM NOMINAL N T S NOT TO SCALE N W T NORMAL WEIGH TOPPING O C ON CENTER OPNG OPENING OPP OPPOSITE PL PLATE PLY PLYWOOD P 5 F POUNDS PER SQUARE FOOT P S 1 POUNDS PER SQUARE INCH P C PRECAST CONCRETE PRE -ENG PRE-ENGINEERED PREFAB PREFABRICATED PROD PROJECTION PT PRESSURE TREATED PUJ PANEL WIDTH REF REFERENCE REINF REINFORCING R C P REINFORCED CONCRETE PIPE READ REQUIRED R W RETAINING WALL R D ROOF DRAIN SCHED SCHEDULE SIM SIMILAR SPC SPACE/SPACES SPECS SPECIFICATIONS 5Q SQUARE 5 A STUD ANCHOR SS STAINLESS STEEL STD STANDARD STL STEEL 5TRUC STRUCTURAL SYM SYMMETRICAL 5F STEPPED FOOTING THK THICK THD THREAD/THREADED T B TIE BEAM T 4 B TOP AND BOTTOM T 4 G TONGUE AND GROOVE T.O.G. TOP OF CONCRETE T.O.S. TOP OF STEEL TYP TYPICAL TS TUBE STEEL U N O UNLE55 NOTED OTHERWI5E VERT VERTICAL VOL VOLUME W F WALL FOOTING WP WATERPROOF W W F WELDED WIRE FABRIC W H WEEP HOLE WT WEIGHT W F WIDE FLANGE W/ WITH W / O WITHOUT WD WOOD W P WORKING POINT V ✓ 0 pp, 11-10 ui p w L LZ , LU w Lu cn � CO cu N h ® ® CO U u N U cu M ?� 00 cgzL M w M z ® C L_ 00 C�1 jq o CIS s-4 4 r_ F- _o 4J m O vJ a � � Q N a -Z3 C6 � N N CD o N o Lu CN r- z� d V ✓ 0 pp, 11-10 ui p w L LZ , LU w Lu cn � CO cu c N N N cu Mr- ~ cgzL ®O w M z w U w � � U F- _o V ✓ 0 pp, 11-10 ui p w L LZ , LU w Lu cn � CO cu N cu Mr- ~ cgzL M i w J Lu Q 0- ® z F- _o Wrn N O vJ a � � V ✓ 0 pp, 11-10 ui p w L LZ , LU w Lu cn � CO 11 0, N w w o� � m ¢ U a wulN � o Lu N 11 E N w w o� � m ¢ U wulN a o Lu N r- z � w � v O L( N co d' Lo CD fes- c0 v cf) 0 U 11 N o� m ¢ U a o Lu N r- z � w � v w W of a_ cf) 0 U 11 (V EO N N N. (V 50 r6 r7 ri-) r2 r3 r4 (5) 21'-8" 17'-11" 18'-0" 18'-0" 5' S" 16'-2" 0" 16'-2" - 0" 16'-2" '- 0'll 16'-2" HSS 5X5X1/4 3®F4,0 HSS 5X5X1_/4 �® HSS 5X5X1/4 F4.0 HSS 5X5X1/4 F4,0 F4,0 - A......... ........ _._.... Mcg ®fD_i2a ®T®s 24 I• ;�{I 1 I r � i, ; c On T/ FOOTING I I ; EL N I 4 I 30 4' CONCRETE SLAB ON �I I MC1S GRADE SEE NOTE 1. U' U U HSS 5X` X1_/4 HSS 5X. X1/4 HSS 5XX1/4 HSS 5X �F4.0 F 0 i F4.oF __1 F4,1 F4,o�. CJ B- _ .. -- - �- - - -- - ---- Mc24 � � 30 (2) #5X10'-0' T/ INTERIOR FOOTINGS �I I 58'EA InN�rDE OF EL = (B131-01 18' nINIT E TY ALL / B 'I I TY L COL REF. EL 100'-01 STE_ I I -GJ N I II MC�s 4 130 5 I I I 3D I II - HSS 5X5 1-/41 11 HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 F4,0 t_,, F4.0 F4,0 F4,0 U_TDS 2 _� — — C-- - - - -- -- - - -- - --- -- MC24 BLOGKOUT 6 T/ EXT FTG W/ (2) #5X10'- 30 EL = T8 Ta. EA SIDE OF C -J 3 TYPICAL 4„ 16'-2" - 0 16'-2" 0 , 16'-2" 0 , 16'-2" 8 9 10 11 18'-0" 18'-0" 18'-0" 18'-0" 21'-7" 00, 10 ol 40 01 10 16'-2" '- 0'' 16'-2" ' 0" 16'-2" 16'-2" 0" 16'-2" - 0" 16' 2" 30 HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 30 HSS 5X5X1/4 HSS 5X5X1/4 F 4,0 F 4,0 F 4,0 F 4,0 F 4,Q F4,0 ..... - - - I _ j ® � � ;r TDS 24 _®__ MC24 LO C24 --------------------------------- [I T/ OOTING M 1 I 4' CONCRETE SLA5 ON EL GRADE sE NATE I SII I j I I . NI I S"CMU T/ SLAB �'I I WALL W' *5 REF. EL = 100', ° 4 ° O.C. 30 I M U ISI u U u u U U U u u U -I I'I I 1/4 HSS SIX- >11/4 HSS 5X X1/4 HSS 5XI X1/4 HSS 5X. X1/4 HSS 5X. X1/4 F4,0 F4,0 F 4,0 F4,0 F4,0 �F4,0 r� �;� F,i — - -------- 4<' MC24 �I L L J L CN M 24 F4,0 I I T/ INTERIOR FOOTING 2 I I EL = 9�'-0' 30 C2) #5X10'-0' I I I 18' 18' 0" 18 �0'-9" EA SID OF � 3 TYP AL u- I �) I STEEL OL I I -. 31;1. - - - -. • I q I I I mc 1� I T/ WALL FOOTING 30 I I ( N I I EL II HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 HSS 5XX5X1/4 HSS 5X5X1/4 I ( IHSS 5 5X1. 4 F4,0 I 1_ F4,0 F4,0 F A. F4,0 I r 4,0� ---- ----�-------- ®®®®_® _� �_____®—_ �-- ___- -1 TDS 24— __®®® - - - - ---- -- - - - - - - - - - - LO --- ----- ---------- - MC24 - _r F4,0 T/ EXTERIOR 5LOCKOUT \7MC24 30 FOOTING 8 W/ (2) "5XI0'-0' EL = 98'-S" 3 EA SIDE OF CJ TYPICAL 16'-2" _ 0' 16'-2" - 0' 16'-2 0' 16'-2" 0' 16'-2" 1 0' 16'-2" 5'-5" 4" 18 '-0i1 NORTH . ! FLOOR . PLAN 1 ;i J� • FOOTING MARKNOTES FOOTING SIZE FOOTING REINFORCEMENT T W X L BOTTOM TOP WF24 12" 2'-0' x CONT. 0 5 CONT. W/ *5 TIES 12' O.C. TRANSVERSE WALL FOOTING 1 i w Lo o U) N TDS 24 12' 2'-0" x CONT. 3 - #5 CONT. N TURNED DOWN SLAB O cn ®® �ry 1 Lu F4.0 12' 4'-0' X4'-0' 5 - a 5 EA. WAY 5 - # 5 EA. WAY SPREAD FOOTING 1. PROVIDE CORNER BARS PER DETAIL 3/5301 FOUNDATION NOTES: 1. 4' CONCRETE SLA5 ON GRADE ON 6 -MIL VAPOR BARRIER OVER WELL COMPACTED, TERMITE TREATED 6U5GRADE. REINFORCE 5LA5 WITH 6xro W2.9xW2.9 WWF OR WITH CONCRETE REINFORCING FIBERS, PER THE GENERAL STRUCTURAL NOTES. 2. SEE 1/6301 FOR MASONRY COLUMNS i uj 00 - I, •' l c Z i N i w Lo o U) N �o 0 N Q O cn ®® �ry 1 Lu U r Q 7:Lu U a� w z u- Q � r O U /'1 i./) N to U) E Q N U CDO 00 � O r .L N ® d EOb 0 N �C) LL- _000 — � �N N Q N O N N O a_ uj 00 •' l Z i i w Lo o CL 0 cu 0 N Q O cn �ry 1 N M C J w u- Q � O �r 0 /'1 i./) N to U) L tZ a U W E Q N U CDO 00 � O r .L N ® d EOb 0 N �C) LL- _000 — � �N N Q N O N N O a_ g uj 00 •' l Z o _ w Lo o CL 0 g ar a. 0 J _ w Lo o N Q O v� Q � O a U W o _N O 8 a v� Q � o � w CL � U) W CCJ — _ _ _ _ — — CL O w cr_ cv M d Lr) cfl t-- oo C) CA T/ WALL EL = 116'-O" ■ CC 20 (3) C4) D5 C6) 70 80 9 10 NORTH ROOF FRAMING PLAN ROOF DECK FASTENING SCHEDULE MARK WELDS SIDE LAP CONNECTIONS I T/ STEEL - JOIST BEARING = 010 X 3/4' SCREW 2'-0' 2 36/4 #10 X 3/4' SCREW 3'-0' M � O co + M 7 EL = 12'-10" 7 6 O LL 00 p y V jq O N ry) ca 1 M U o O 40 40 40 LL o rn o® N H N o � U) -000 Q N N o h N �� 0- L Z Lu I(Ox2l , ,' JJ12XI UPLIFT RIDGIN '� iST. P EL P IN ff 12X1 IZXI ( 12X16 12Xlro 12X16 UJ16x26 w 1 JL 11L `I ~ ®RIX. B DGING � lb P,T' ,,t ------ i' 1-�`� WALL IFfit " JAT t t m 14 ORIX. B +12 ` I>jCxINCz I/3 PTf f.. - , i E - /N` ARI S r' L3x3xi/ DIAD, RAGE LOCATIONS SHOWN j _,•� 40 .�; -- �{ '7' '�(AD �. ;%4 \ ('{i �11/\9 CL - t f 40 w N Z 40 i UPLIFTr�RIDGIN 2 1ST P NEL POINT �. �}'t'` I !` ( UJ14X22 I r2 UJI4X�2 �UJ14X22 1` ;'` {p p 1 `i I. `LIF'LIFT BR(DGIN 16T P NEL POIN�t ( I 2 ff r 61 b c\III$ 12 40 ' ' SEE FASTENING / l SCHEDULE THIS SHEET Ak $3 ` T/. STEEL), 40TSESRINCa i OR1Z_j 6F. DGING '� 1/3 PT E 13 -9 1`` 40 WAL 40 \ 40 { �`. ' EL 1� ` i . �— ' MD - s NOTES ORIZ. B C STRUCT DCINCg 1%3;PT i GES BE EEN GRI \ 1-1/2" M - SEE GE 5TRUCT NOTES l I' — ` _ q r� I L ' UPLIFT RIDCcIN '� 1ST P,4 EL PO(N f' I I I i lk lax12X1]I\ 12X16 I W12Xlro 12X16 UJ12X1GJ 12X1�o UJ12Xlh lUl&x2�o 40 6 40 L3x3xl/4' DIAD. BRACE AT 2 404040 6 7 40 LOCATIONS SHOWN T/ STEEL = INCA EL = 14'-8" _ NORTH ROOF FRAMING PLAN ROOF DECK FASTENING SCHEDULE MARK WELDS SIDE LAP CONNECTIONS I 36/5 010 X 3/4' SCREW 2'-0' 2 36/4 #10 X 3/4' SCREW 3'-0' NOTES: 1. ALL CS JOISTS ARE SIZED FOR THE SUPPORT OF 1500 POUND (OPERATING WT) ROOF TOP AIR HANDLER UNITS. 2. THE OWNER SHALL RETAIN THE SERVICES OF A THIRD PARTY, INDEPENDANT CERTIFIED STEEL INSPECTOR WHO SHALL PERFORM ALL REQUIRED INSPECTIONS OF WELDING, STEEL PLACEMENT AND ERECTIONS, AND SITE FRAMING INSPECTIONS. THIS INSPECTOR SHALL SUBMIT WRITTEN REPORTS IN A TIMELY MANNER TO THE FOLLOWING: a. THE BUILDING OFFICAL b. THE GENERAL CONTRACTOR c. THE OWNER d, THE ARCHITECT e. THE STRUCTURAL ENGINEER OF RECORD, 3. THE GENERAL CONTRACTOR AND THE SUB -CONTRACTORS SHALL READ THE GENERAL STRUCTURAL NOTES AND COMPLY WITH ALL REQUIREMENTS THERE IN. v E v Z' N a d � � v W L� �1 P O v/ 0 W � N V g 0 P; Z ® g u d. Z;% 1:4- Q3 E. u Lo N U M � O co + M b co s O LL 00 p y V jq O N ry) ca z M U o O cu ` LL o rn o® N H N o � U) -000 Q N N o h N �� 0- v E v Z' N a d � � v W L� �1 P O v/ 0 W � N V g 0 P; Z ® g u d. Z;% 1:4- F N N ct)N cZ C) b �00 C� 00 2io ry) ca z M U o wJ LL Q ® rn v H o CN v E v Z' N a d � � v W L� �1 P O v/ 0 W � N V g 0 P; Z ® g u d. 1:4- M N C? b C� 0 o ry) M M w wJ LL Q ® Z I— Lu H o CN o � U) o. v E v Z' N a d � � v W L� �1 P O v/ 0 W � N V g 0 P; Z ® g u d. 1:4- N C? b M w N H � N L Z Lu 0 q w :44 5 — Z:s 0 4_0 TUBE COLUMN I(j) 0 PIPE SIM V A +.a kn a 3: 4D TYP, 0 C-) 0 u 3/16 0 L_ o C) (D C13 CMU REINF ------------cl.j. Z C.J. 0 PER PLAN co .= C14 C) NOTE- BASE PLATE 1/5' x 14" x 14' " SLAB 50TH SIDES OF 0 C14 WALL AT 'SIM' ON C) < PLAN 1 1/2 DETAIL C®C 0 1 112' 4 EA. I/a (TYP.) < u P-4 A301 AB. (TYP.) L --- Lu COLUMN PER PLAN CJ- INDICATES JOINT FILLER ul o CONTROL JOINT (L PER ARCH. TYP. D -a 00 ¢N uj T/SLA5 \F C -C 0 EL. PLAN x x x 0 04 C) 04 :D SEE PLAN �Q�SEE PLAN 2'-0" 60, 5LOCKOUT- Lli PLAm 0- � -q NOTES . cjl" PAVING (SEE PLAN) WLLN TYPICAL CONTROL JOINT T/5LA5 J PER ARCH. ELEV. IX x -SEE PLAN (SEE PLAN) T/5LA5 PER PLAN EL. PER x x 0 --- ------ PLAN d - CL), Q w m NOTE. CONTROL JOINTS MAY BE FORMED OR SAWN, 1-1 ............. . Ilk T/FTG. SAID JOINTS BETWEEN 4 TO 15 HOURS AFTER EL. PER PLAN 11/2' NON -SHRINK CONCRETE HAS BEEN PLACED. PLACE C.J. 'a CL GROUT. (MIN.) 1V-0" O.G. MAX. SPACING FOR CORNERS 311 CPR SEE 3/6-4 (TYP.) co SEE SCHEDULE FOR TYP SIZE AND REINFORCING SEE SCHEDULE FOR SIZE AND REINFORCING TYPICAL WALL FOOTING TYPICAL COLUMN FOOTING DETAIL TITLE CONCRETE SLAB JOINTS SCALE 3/4"=V-0' UNO, 3'-0a SOLID GROUT ui VENEER SEE PLAN FINISHES SEE ARCH TYP, W3 DWL5 X 2-0 .2�CONCRETE FILLED CELLS a I(o" O.C. (IN BED JOINTS) WK4) 0 ro CONT. VRT6. STEEL COLUMN - AS SHOWN i SEE PLANS MC36 w/ LT. GAGE uj WALL BEYOND STEEL STUD --WALL BEYOND SEE ARCH 21-Ol JOINT FILLER 0 2'-0' DIAMOND PER ARCH. V-4' V-4' 5LOCKOUT w/ (2) STEEL TRACK W/(3)-* 5 CONT, (TYP. IF REQUIRED) TYP.OLID GROUT#3 TIES AROUND COVER ALL W1311(o" TAPCON5 a 24" O.C, SEE PLAN NOTES— PAVING PER ARCH L-44 COLUMN STEEL WITH CONCRETE CONCRETE T/SLA5 EL. PER PLAN x TYP. #3 MUL-5-­ RETE FILLED CELL I(o' O.C. (IN 5E' D JOINTS) WKro) # ro CONT. VRTS. SLAB ON GRADE 5 EE I E 5: 1 (o 1L EXCEPT AT WINDOWS VENEER PLANS FOOTING SEE "r (TE a SIM) 1FrP. MC24 SEE PLAN PLANS AND j 7�: te; FOOTING SEE I 17,-7ULE f (2) #5 CONT. 50T. 11-40 V -4g 11-4' TYP. CONT, EDGE SOLID GROUT FOOTING OR SPREAD FOOTING U BEYOND- SEE PLAN 4 SCHEDULE I CONCRETE FILLED CELL TYP. #3 DWLS X 4'-a" o I(o" O.G. (IN BED JOINTS) WK4) * lo CONT. VRT5. SEE 2/5301 VENEER MC16 ABOVE SEE PLAN WALL BASE DETAIL TYPICAL THICKENED EDGE DETAIL TYPICAL MASONRY COLUMNS BLOCKOUTAT EDGE OF SLAB 5 6 SCALE 1-1/2"=1'-0' U.N.O. SCALE : NTS SCALE 3/4"=I' -O' U.N.O. TI TLE TITLE TITLE TITLE 12 SCALE: 3/4" = l' -O" TYP SCALE: 3/4" = l' -O" TYP SCALE: 3/4" = l' -O" TYP SCALE: 314" = l' -O" TYP :44 5 — Z:s 0 4_0 cq 0 Lo I(j) 0 00 Z I- 0 V A +.a kn a 3: 4D _C3 M 0 C-) 0 u L0 N M 0 L_ o C) (D C13 < co CN 0 Q 01 co .= C14 C) Uco 0 " 0 C14 C) < 0 C) x cu < u P-4 u - L --- Lu of CN 0 C:) z o -a 00 ¢N uj c) 0 04 C) 04 :D Lli :44 5 — Z:s 0 cu cq 0 Lo I(j) (D 00 Z I- 0 a 3: 4D _C3 M ccs C) 0 ECC) 0 L_ o LLJ (D C13 < ) 0 => C) :44 5 — W co 0 cq 0 Lo I(j) 00 Z I- 0 a 3: 4D _C3 M 0 0 ca cy') C14 (n LL ) ui LL :44 5 — W co 0 cq 0 Lo I(j) 00 Z I- 0 a 3: 4D 4 0 -4- C14 C? (n ) ui LL " Q� !R < 0 < 0 L --- Lu 04 z o uj 0 0 :D Lli . NC 0 Z_ Lu LL 0 CL), Q w m co CL co ui aw < uj 0 � C4 m -t 117 CO I� -4- C14 C? ) ui cf) " Q� < 0 o 0 L --- Lu 04 z uj 0 :D Lli 0 CL), $12 TEK PER P1 5' CMU WALL SEE PLANS FE 5/S'xl2'xREQD I' 10' WF, BEAM: SEE PLAN L3x3x''/4 E.S. - T.O. fj' T.O.S. 3/16 3/4' A325 HSB tv 3' O. . SEE BOLTING (X 1-1411 4 SCHED. ANGLE- SEE ELEV. 0 C 3/1(o V 3/4'0 EPDXY ANCHORS PL - SEE ELEV. ' AT SOLID CELLS 6' MIN. PENETRATION GROUT SOLID ELEVATION SECTION -EMBEDDED PLATE DETAIL - 3(0" TS C BOLTING SCHEDULEO Lu® NOMINAL BEAM DEPTH, INCHES ROWS OF 2 3/4' HSB ]BOLTS THRU PLATE OR ANGLE DEPTH 6-10 2 5 1/2' 12 - 15 3 S 1/2' 16 - IS 4 111/2, 21 - 24 5 14 1/2' NOTES : O3/4' DIA A325N HSB U.N.O. ,STEEL O NUMBER OF ROWS IS EQUAL .E PLAN TO NUMBER OF BOLTS TO ENCLOSED WED ALL FRAMING CONNECTIONS SHAL CONFORM TO SCHEDULE UNLESS DETAILED OTHERWISE ON FRAMING PLANS ® THRU PLATE THICKNESS TO MATCH BEAM WEB ®3' DIMENSION TYP. ,U PLATE EXCEPT A$ RECOMMENDED 1 BY AISC FOR LARGER J MEMBERS. 4 a CONNECTION_ _ r ^^� ' "=CK AS PLAN >DLE IR # -MIN. 3 SPAN SEE () Of LOCATION FIELD WEL� .. ..,. , AND BEAM. FUfwNISHED BY GIRDER MFR. NIS 1- N 5 CONT IN K.O. COURSES I - *5) CONT IN K.O. COURSE T/B - 3 SEE PLAN - T/ILIALL 4 e V-0" TYP EXCEPT QL INTERRUPTED WHERE BY OPENING " Lu® STANDARD �� m 4J SxSx1(o 2 15-3 RUNNING 5OND (.0U a a FLOCKS TYPICAL BOND BEEPAM DETAILS J SCALE: 314" = V-0 \ BOLTED TIE JOIST (BTJ) TYP Q COLUMN KNOCK -OUT 5LOCKS USE THESE FOR ALL TIE SEAMS 4 BONG) 5E,Al" IS MASONRY TYPES SCALE: NONE METAL DECK - SEE PLA145 AND GENERAL STRUCTU AL NOTES BAR JOIST SEE PLANS UPPER EIRE BARRIER STUD WALL SEE ARCH FOR FRAMING AND FINISHES 3' DEEP, Il ea GALV TRACK - PROVIDE FOR 1' VERT MOVEMENT U - E5LOCKS DO NOT USE THESE IN ANY WALL SHOWN ON THE STRUCTURAL PLANS El 2" 16 & GALV TRACI< T 4 B CONNECT UPPER FIRE WALL TO TRACK LOWER FIRE WALL SEE PLANS 1 r TYP 1 _ _ • r r ho SCALE:NONElJ \ SEE —/ 1G /S-4 r -I =ilk nr�chllt.lr CURB BY OTHERS SIMPSON TP U1/ 2-010 TEKS TO ANGE 8 CURB IN SIMILAR M NNER JST, WIDTH + 1/2' 1 NOTE : SEE MECH. DWGS. FOR LOCATION, SIZE, AND NUMBER OF OPENINGS. EA. FLUT L3x3> 3'-O' CTRD ON OF'NG PERPENDICULAR TO FLUTES DECK - EN. NOTES METAL DECK - SEE PLA S AND GENERAL STRUCTU L NOTES BAR JOIST I SEE PLANS UPPER FIRE BARRIER STUD WALL SEE ARCH FOR FRAMING AND FINISHES 3" DEEP, io ea GALV TRACK - PROVIDE FOR 1" VERT MOVEMENT 2' 1(o GALV TRACK T 4 B CONNECT UPPER FIRE WALL TO TRACK LOWER FIRE WALL SEE PLANS TYPICAL FRAMING ATM CH OPENING SMALL MECHANICAL OPENING TCIC TOP O STS/ FALL CONNECTION 10 SCALE: 3/4" ® V-0" TYP SCALE: 3/4" = V-0" TYP SCALE: 3/4" = V-0" TYP T/5-3 EL PER PLAN T/B-2 EL Alk PER PLAN METAL DECK SUPPORT AT CMU WALLIA' Do SCALE: 314" = V-0" TYP Tf Lu® C� �� m 4J LL �1 y aJ/� ® (.0U a a N v C� m 10:0:1 Z3 co00 o� • r ® u- co ® CN � N � N w �� ® O x cou- ti CD i- t N Q � N __j U 7000 CLE `Z N a c� C) � N �� D - Tf Lu® c �� m cu LL t.� ZZ y aJ/� Cll N N a a C� o ry 10:0:1 Z3 E o� o t/) ® Z � N w �cl) r. o ti CD i- Q coLu w r M __j U CLE Tf Lu® c �� m LL t.� ZZ ® Zz o N a C� o ry �U)�y M iLl- � J o t/) ® Z N w �cl) r. o L9 w J F- F - IU L LL w S 8 Lu® �� m LL t.� ZZ ® Zz o N a 8 n LL Lu o N a Oz m a o t/) w N o ti CD i- Q ® CLE IS a d � U L r s N Z 8 N a Oz m t/) w N i- Q ® IS a d � U L r W N Z w � v w CL U) D U O w Lu Eli 0 N M Lo co I- oo -- - - N Oz m t/) w N i- Q ® IS d � U L r W N Z w � v w CL U) D U PL 3/16' x 4 x C_ONT. ANGLE LEDGER w co cu w/ 3.4: HOLES •+ I%�' OC FOR 5/0" 5OLT6. QLD DECK WELDS TO BEYOND -STOP N •� E o DECK TO PLATE ONLY 5/8 PLATE PER GEN 6' SHORT OF BEAM EACH SIDE y M b0'> s� N U cy Lli STRUCT NOTES SEE 1/5402 r + c co w METAL DECK C13 0-) METAL DECK o � SEE PLANS E co CN SEE PLANS Uco cCD �Eiu CN V (U - "'S CONT, TYP 11-41 Jim] UL L Q LEDG=ER ANGLE - Of = N co ® _0 Q N c!1 F_ w o � NI Lu SEE 1/5402 CD 04 C' N C-0`) z [1 Y a T/B-3 EL U u L VARIES PER PLAN 4 Lu W co TYP ,. 1'-4u BEAM 7j �Q o � PLAN VIEW OF LEDGER 5/8' BOLT w/ DBL NUT. r 'S N TIGHTEN FIRST NUT, BACK OFF 1/4 TURN, - m TIGHTEN SECOND NUT BEAM '=+ (1) - 05 CONT, TYP TO FIRST - i! L4x4xl/4 w/ 3/4' - OPEN-END SLOTS � Q - 16' D.G. w/ 5/8' -- -- ___ __-_. __ .....------__--- . EPDXY ANCHORS TO -- - - - .a,._....---_-__� BEAM AT 16' O.C. - i Ij II PLACE SO OPPOSED --_._. BOND BEAMAT TOP. SLOPE TO (o _._.. ___ BENT PL 3/8' A5 SHOWN x 12' co ANCHORS ALTERNATE MATCH ROOF. PROVIDE (2)05'5 --- " LONG EACH SIDE OF WEB w/ 1 3 II BY V. A5 SHOUlN STEP PER DETAIL I/2" OPEN-END SLOTS FOR 3/4' ! ii 12/55.2 -MINIMUM DEPT SHALL BOLTS FROM BEAM. PROVIDE _ --- DO NOT CCONNECT CMU WALL PER PLANS. - - BE 12' _ (4) 3l4" THRU BOLTS. FINGER8' TIGHTEN NUTS, BACK OFF 1/4 BRIDGING TO WALL TURN AND WELD NUTS TO BOLTS BOND BEAM AT TOP. SLOPE TO - -- MATCH ROOF. PROVIDE (2) S'S - - - --- — AS SHOWN. STEP PER DETAIL 4/5402 - MINIMUM DEPTH SHALL - BE 12' DE CK C TIO T'FIREWALL.i4 ni Tl IREWALL BRiDGING CONDITION AT FIREWALL RAKE BEAM TOP OF FIREWALL �� _ "" SCALE: 1 1/2 — 1 -0 TYP "" ® ", SCALE: 1 1/2 ®1 -0 TYP SCALE: 3/4" ® 1'-0" TYP SCALE: 3/4" ® 1'-0" TYP I (o GA. TRACKS I I (2) 0I0 SCREWS SCREWED TOGETHER PER STUD PER ANGLE 24" O.C. METAL DECK - 8" 22 GA STUDS ROOFING PER ARCH Lr-% TO MATCH 4" STUDS S' leo GA. TRACK w/ 1/2' X 6" AB w/ FENDER Ucm (2) 010 SCREWS WA5HER5 32' O.C. T/BEAM = i PER STUD PER ANGLE METAL DECK - JOIST BEARING - SEE PLANS EL. = 114'-10" METAL DECK - - I �7T_lj - - I i ROOFING PER ARCH 4° STUDS -SEE FRAMING ' — ELEVATION ON5501 _ T/BEAM = io' STUDS - SEE 5501 ; BAR JOIST JOIST BEARING NV - FINISHES PER ARCH SEE PLANS EL. = 112'-10" I L3x3xl/4 BRACE 3/1ro' TAPCONS a - LEDGER ANGLE - i SEE PLANS FOR LOCATIO 24" O.G. TYP - - SEE 1215401 - 1 PERIMETER BEAM - - SEE PLANS - BAR JOIST -- S' CMU WALL 1 PROVIDE L3X3 TOP ( AND BOTTOM TO STUDS - SEE PLANS 6" STUDS SEE 5501 _ = SEE PLANS 5/BRACE ? FINISHES PER ARCH L3x3x1/4 BRACE EL. = ill -13" SEE PLANS FOR LOCATION . L3x3x1/4 CONT - - ;--- w/ (2) 010 SCREWS TO EACH PERIMETER SEAM STUD SEE PLANS - PROVIDE L3X3 TOP AND BOTTOM TO STUDS STOREFRONT S/BRACE SEE ARCH EL. = IIi'-13' L3x3x1/4 CONT w/ (2) 1*10 SCREWS TO EACH STUD STUDS AT TOP OF CMU WALL WIND BRACIN TAIL TITLE SCALE: 3/4" 0 1'-0" TYP SCALE: 3/4" ® 1'-0" TYPH55 rox2xl/4 SCALE: 3/4" ® 1'-0" TYP WIND SEAM ZZ-5EE 5501 ;s `f i WIND COLUMN TO WIND SEAM STOREFRONT j; I SEE ARCH=- HSS 6x2x1/4 WIND COLUMN SEE 5501 FOR STUDS I i I ! I i 1/2' JOINT w/ FILLER i BASE PLI/2x(o w/ (20 5/8" x 8" A5 AND (1) S x V-0' EXTERIOR SLAB w/ 5TD HOOK AROUND BOLT SEE ARCH 8 CIVIL--\ IT I T._ i _._ I R i i i i -- ! i -' _ 1,' F : � --� I ' ' FOUNDATION AND 3LA33 I:--:-, f ----_, , PER PLANS 8201 TITLE TITLE ALL FRAMING DETAIL TITLE 10 SCALE: 3/4" ® 1'-0" TYP SCALE: 3/4" 1'-0" TYP SCALE: 3/4" = 1'-0" TYP SCALE: 3/4" - 1'-0" TYP w co cu Cu 'ice "n N •� E o I Lo y M b0'> s� N U cy Lli 0 0 r + c co w W C13 0-) J U o � .1r s� E co CN Uco cCD CN V ® Q UL L Q Of = N co ® _0 Q N c!1 F_ w o � NI Lu O CD 04 C' N C-0`) z [1 w co cu Cu N cf) N I M O E 00 y M b0'> C) Lli 0 U r => w cu J U om) w co Cu N � M 4) Lo I n J J y M b0'> �,- -- 0 cu N om) .1r s� Uco ~ CN Q UL Lu Q i:E IL ® F_ w o � Lu O U) N C-0`) z Y a w co N � M 4) Lo n J J y M b0'> �,- -- 0 w N om) .1r s� Q UL Lu Lo a Q D o � Lu N o �- z Y a U u L Lu W co �Q o r 'S N Lu c_ Q Lu Wll� N (o r— co N C) b0'> w N om) Q C) uj Lu N o �- z Y U L Lu co �Q o TO DECORATIVE F 120'-6" AFF TO PARAPET WALL 118'-61/2" AFF TO PARAPET WALL 116-0" AFF TO CANOPY_ 109-111/2" AFF STRFRNT HEAD HE 109'-0" AFF BO CANOPY 108'-0" AFF TO FIN FLR PE 100'-0" TO DECORK 120'-6" AFF TO PARAPET 116'-0" AFF TO CANOPY 109'-11 1/2"; STRFRNT HE 109'-0" AFF BO CANOPY 108'-0" AFF jh TO FIN FLR 100'-0" EAST LEVATION SCALE: 1/8" = 1'-0" TYP NOTE: VERIFY ALL ELEVATIONS WITH FINAL ARCHITECTURAL DRAWINGS 14V -U r%r r TO PARAPET WALL 118'-61/2" AFF �- TO PARAPET WALL _ 116'-0" AFF Y 109'-11 1/2" AFF jk STRFRNT HEAD HEIGHT 9'-0" AFF BO BO CANOPY 108'-0" AFF a" CMU WALL BEYOND TO FIN FLR IV 100'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" TYP WII \V`✓W I' L -P J-1 PROVIDE ADD'L FRAMING AS REQUIRED 5Y CANOPY MANUF WES T ELEVA TION SCALE: 1/8" = 1'-0" TYP BEAM (2 PER BAY TYP) OPENINGO - 5EE ARCH DRLL*e jk TO DECORA 120'-6" AFF TO PARADE" 116'-0" AFF TO CANOPY 109'-11 1/2" / STRFRNT HE 109'-0" AFF BO CANOPY 108'-0" AFF jk TO FIN FLR INV 100'-0" PROVIDE ADD'L. FRAMING 45 REQUIRED E5Y CANOPY MANUF ,SOUTH ELEVATION SCALE: 1/8" = V-0" TYP AWNING BY OTHERS SEE PLAN > 'a) 6 S°CMu WALL BEYOND a I(o GA 5TUD5 -a ISO" O.C. v O% 70 r _O d LL 00 O N 7 O O CZ"- (D X cv O N N � _0 co Q N N O ' N ~ N O r � 2>11 w0 0 c !w (D 1 L� CJS N U) O � 00 a O �O O �--� v o Z z s � F - w N U F— co v O% 70 r _O d LL 00 O N 7 O O CZ"- (D X cv O N N � _0 co Q N N O ' N ~ N O r � w0 0 !w � 1 L c� U) Lip a �--� v o Z 0 s � N 4 F— co � o 0, v O% 70 r _O d LL 00 O N 7 O O CZ"- (D X cv O N N � _0 co Q N N O ' N ~ N O r � w0 0 � L c� U) z a �--� v o Z 0 s � 4 F— 2 � o 0, � 0. U. w LU Q L0 o o LL! L w s Lu ccoo ' cu cv 0�y/ cn 1.l� w OM w 'z CL zQ F ® � X LU `- 4-- Lu LLJ 0 co`� cn �o 0- 1 w0 0 � L c� U) �n �--� v o Z a � 4 � o 0, � 0. U. LU Q L0 o o o ti 0 w U) a � Y � Lu ca w LU — �o N M t to (O (o. OO U ra COORDINATE LOCATION OF WATER METER—. 1 } SHUT OFF VALVE, AND BACK FLOW SEE CIVIL DRAWING 3 .'` PREVENTOR WITH CIVIL ENGINEER. FOR CONTINUATION (TYPICAL ALL LOCATIONS) SEF_ CIVIL! DRAWING FOR CONTINUATION 4�rc SE 4 FC �q FC 1 CB')---- -- 3" �R 0 I Ll ir /�'�// i 2" J; t t i2 t t t t i t lel i \1 i 4' 4" 1 SANITARY & VENT RISER P 101 SCALE: NTS PLUMBING FLOOR PLAN SCALE: 1/8" = 1'-0" 4 3% 1 V� 1 2 WATER RISER P 101 SCALE: NTS 3,4 P101 MIRROR 3" vR J; t i i t t � t woo 12., 4 3 SANITARY & VENT RISER P 101 SCALE: NTS I i 1 4 -WATER RISER P 101 SCALE: NTS C O O LL - (D Ll J F- F- ry w I..L UL cu N 1� Lo Q N U M �o , �00 O co ® M Q cu C T CN •� ® V O d" LL co ® O N J U 'D I�- C U CD V cu u LL - cu - U o O° 0 n, o ® N U LuO r coQ N N C)ti o N O CN T w C O O LL - (D Ll J F- F- ry w I..L UL cu N 1� � a c �o , �00 W ® o00 Q `' a L Z W ® Q J U ,rye C O O LL - (D Ll J F- F- ry w I..L UL c L0 � ti ,rye w z W a U o O° z ® Z a U LuO r o � 0 w C O O LL - (D Ll J F- F- ry w I..L UL L0 z W a U o O° o � 0 W w (D (0 U) W ly0 wo (n I IL wr N m --t Lo fD h aO N 0 OM F- Q W Q N p �] O W N O T Q W U O� w a U O U FAUCET FLOW CONTROL INLINE: FLOW CONTROL --� HOT: \ COLD COMPRESSION OUTLET. FITTINGS INSTANT FLOW WATER HEATER 1/2 THREE WAY ANGLE, STOP, SUPPLY, -- - J-BOX COLD INLET MAIN MOUNTING FLANGES TANKLESS WATER HEATER DETAIL SCALE: NTS PLUMBING FIXTURE SCHEDULE PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY 26. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON - PIPE SIZE FITTINGS AS REQUIRED BY ALL APPLICABLE CODES AND GOVERNING DESCRIPTION ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING HW AUTHORITIES. CLEAN-OUT TYPES. 2. CONTRACTOR SHALL VERIFY AND CORRECT AS REQUIRED TO MEET ALL 27. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE WATER CLOSET CODES AND REGULATIONS ANY POSSIBLE DISCREPANCIES BETWEEN TYPE 2377.100 UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS. SET OF PLANS - AND SIZE OF CONNECTION SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. FLUSH TANK FIXTURES ACTUALLY INSTALLED ON THE SITE. ZURN / FLOOR CLEANOUT PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITES. 3. ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS 2 -PIECE CONSTRUCTION. PROVIDE WITH MANUFACTURERS RECOMMENDED (INC. CLEANOUTS, INCREASES, BACKWATER VALVES, ETC.) TEE UP OTHERWISE NOTED. ALL RAIN WATER PIPING SHALL HAVE A 1/8" PER FOOT, 28. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE ARISTON / 2.5 GALLON 1350 WATTS / 120 V / 10 MINIMUM, HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 4. VENT PIPING SHOWN ON FLOOR PLANS IS ONLY INDICATIVE EXCEPT FOR 29 SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS. RAIN LEADER VTR LOCATIONS. 30. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. z LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 31. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES, 9141.011 SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER 7. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE P LINE. LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. ARCHITECT OF ANY DISCREPANCIES. 32, CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF 8. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY DISSIMILAR METALS. 7 OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY -FABRICATED. 33. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL o INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS - ZURN, JOSAM, JAY GUIDELINES, PROVIDE FAUCET 7402.00 WITH WRIST BLADE HANDLES. FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM R, SMITH, SIOUX CHIEF. 0 BREAKERS WHERE REQUIRED BY CODE. 9, AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS 34, CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND AS SPECIFIED. w EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 35. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC 11. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. INSTALL PER WATER SUPPLLY CONNECTIONS AS REQUIRED BY LOCAL WATER PURVEYORS. WATER COOLER PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 36. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE 12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY MANUFACTIRERS RECOMMENDATIONS. CONSULT WITH OWNER FOR SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR GRADE/SLAB. HEREIN SPECIFIED OR OTHERWISE. 37. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION 13. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAIN PIPING SHALL OF ALL FLOOR DRAINS LOCATED WITHIN THE TOILET ROOMS. NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN 38. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON REFER TO ARCHITECTURAL DRAWINGS AND KITCHEN EQUIPMENT LAYOUT PLANS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT UNLESS PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P -TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES. THE INTERIOR SIDE OF THE WALL, SO THAT WALL INSULATION CAN BE PLACED PHYSICALLY IMPOSSIBLE (IE: USE OF SANITARY TEE IN A HORIZONTAL CON- ON THE EXTERIOR SIDE OF THE PIPING. NECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, 39. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. CONNECTION). 40. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 8 AND 10 FEET PER SECOND BE 14, CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY MAINTAINED. COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 41. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH 15. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL 42, MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO OF THE NATIONAL SANITATION FOUNDATION. SANITARY SYSTEM. 16. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES 43. ERRORS OR OMISSIONS : THE INTENT OF ARCHITECT/ENGINEER WITH LESS THAN 8" MINIMUM VERTICAL CLEARANCE, THE SANITARY WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN 0 SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, 8" MINIMUM CLEARANCE. AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION 17. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND N WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK FITTINGS UNLESS NOTED OR SHOWN OTHERWISE. OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT ALL P -TRAPS NOT CONNECTED TO TRAP PRIMER LINES SHALL BE DEEP SEAL. THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS 18. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING J AND SPECIFICATIONS. TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY 44. PLANS AND SPECIFICATIONS: INTENDED AS A GENERAL DESCRIPTION STUB. ALL DROPS IN DEPTH SHALL BE MADE BY THE USE OF 45' FITTINGS. e OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED 19. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, 20. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL N ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S C CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. 43. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS 21. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND MODEL NUMBERS INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE s AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. o EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED o IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF m SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. Q THE MANUFACTURERS OF EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S N SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED 'S Q0 PLAN. Q Z HE MUST, AT THE TIME OF BIDDING, SUBMIT SEPARATELY ON LETTERHEAD 22. COLD AND HOT WATER PIPING SHALL BE COPPER WATER TUBE (ASTM B88) STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. a PRESSURE FITTINGS AND ALLOY GRADE (ANSI/ASTM B32) 95TA LEAD-FREE SOLDER 45. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DE - 50 MG/L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. LIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION SOIL, WASTE, AND VENT PIPING SHALL BE PVC UNLESS THE AUTHORITY HAVING OF SUBSTITUTE MATERIALS. JURISDICTION REQUIRES CAST IRON WASTE AND VENT PIPING. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL 24. PROVIDE PVC PIPING: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM 46. CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WELD. WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL 25. PROVIDE CLEANOUTS AS FOLLOWS: OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL (A) AT BASE OF EACH VERTICAL STACK INCLUDING BACK. ENGINEER. AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS C AT 75 FOOT INTERVALS OF HORIZONTAL RUNS. �B� FAUCET FLOW CONTROL INLINE: FLOW CONTROL --� HOT: \ COLD COMPRESSION OUTLET. FITTINGS INSTANT FLOW WATER HEATER 1/2 THREE WAY ANGLE, STOP, SUPPLY, -- - J-BOX COLD INLET MAIN MOUNTING FLANGES TANKLESS WATER HEATER DETAIL SCALE: NTS PLUMBING FIXTURE SCHEDULE MARK FIXTURE MANUFACTURER / MODEL MODEL # DESCRIPTION PIPE SIZE WALL DESCRIPTION CW I HW WASTE CLEAN-OUT GATE VALVE GV CONNECTION. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. FCO WC -1 WATER CLOSET AMERICAN STANDARD/ CADS( RIGHT HEIGHT 2377.100 3/4" - 4" ADA COMPLIANT PRESSURE ASSISTED WATER CLOSET. VITREOUS CHINA OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. FLUSH TANK EXTERIOR 2 -WAY ZURN / FLOOR CLEANOUT Z -1400 -HD HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER. SEE PLAN FOR PIPE SIZE COTG 2 -PIECE CONSTRUCTION. PROVIDE WITH MANUFACTURERS RECOMMENDED HEAVY TRAFFIC TEE UP CONNECTION. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. TWH-1 INSTAHOT ARISTON / 2.5 GALLON 1350 WATTS / 120 V / 10 MODEL P10S ANGLE SUPPLY STOPS AND SUPPLY TUBING AND INSTALLATION 0-- - - 90' DOWN N � O C) C - - RAIN LEADER MATERIALS. PROVIDE WITH WITH ANTIMICROBIAL OPEN FRONT COVERLESS OVER FLOW RAIN LEADER ------ ORL------- z SEAT. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER'S OPTIONS L-1 LAVATORY AMERICAN STANDARD/ WHEELCHAIR 9141.011 1/2" 1/2" 2" ADA COMPLIANT WALL HUNG VITREOUS LAVATORY. PROVIDE ANGLE P SUPPLIES, -TRAP, PIPING INSULATION WRAP, DRAIN GRID AND WALL HUNG USERS LAVATORY 7 INSTALLATION MATERIALS. INSTALL AS REQUIRED TO MEET ADA o u-, GUIDELINES, PROVIDE FAUCET 7402.00 WITH WRIST BLADE HANDLES. 0 INSTALL USING MANUFACTUER'S WALL CARRIER RECOMMENDATIONS. w ' CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. BARRIER FREE ADA COMPLIANT ELECTRIC WATER COOLER. INSTALL PER DF -1 WATER COOLER ELKAY / WATER COOLER EZS8 1/2" - 2, MANUFACTIRERS RECOMMENDATIONS. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. REFER TO ARCHITECTURAL ELEVATION VIEWS FOR MOUNTING HEIGHTS NOTES: REFER TO ARCHITECTURAL DRAWINGS AND KITCHEN EQUIPMENT LAYOUT PLANS FOR ALL FINAL LOCATIONS AND MOUNTING DIMENSIONS OF ALL PLUMBING FIXTURES AND KITCHEN EQUIPMENT, PROVIDE ADA CONFORMING FACTORY INSULATION KIT ON HOT, COLD AND P -TRAP WASTE PIPING AT HANDICAP DESIGNATED LAVATORIES. PROVIDE FLOOR DRAINS WITH A TRAP PRIMER WHEN CALLED FOR ON DRAWINGS OR IF LOCAL CODE REQUIRES ONE. PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT MANUFACTURER/ MODEL MODEL # DESCRIPTION WCO WALL ZURN / WALL CLEANOUT Z-1441 WALL CLEANOUT WITH STAINLESS STEEL ROUND ACCESS COVER. SEE PLAN FOR PIPE SIZE CW CLEAN-OUT GATE VALVE GV CONNECTION. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. FCO FLOOR ZURN / FLOOR CLEANOUT Z-1400 FLOOR CLEANOUT WITH ACCESS COVER. SEE PLAN FOR PIPE SIZE CONNECTION. CONSULT WITH I CLEAN-OUT HB ---�{- OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. 2 -WAY EXTERIOR 2 -WAY ZURN / FLOOR CLEANOUT Z -1400 -HD HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER. SEE PLAN FOR PIPE SIZE COTG CLEAN-OUT HEAVY TRAFFIC TEE UP CONNECTION. CONSULT WITH OWNER FOR ADDITIONAL MANUFACTURER OPTIONS. TWH-1 INSTAHOT ARISTON / 2.5 GALLON 1350 WATTS / 120 V / 10 MODEL P10S INSTITANIOUS HOT WATER WITH ADJUSTABLE THERMOSTATIC CONTROL. CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR FLOOR LINE =ND SUIT NE 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE FLOOR CLEANOUT DETAIL SCALE: NTS SCHEDULE 40 STEEL CONCRETE FLOOR OR RATED PIPE SLEEVE MASONRY WALL OR RATED FRAME WALL • o- - LOOSE CERAMIC FIBER PACKING ;A 3M CAULK CP 25 J UL LISTED OR PUTTY 303 } PIPE WALL AND FLOOR FIRESTOP SYSTEM SCALE: NTS (EXCEEDS U.L. SYSTEM NO, 83, 124, 148.) PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN VENT PIPING V -------------- COLD WATER PIPING CW - - GATE VALVE GV CLEAN OUT TO GRADE COTG - WALL CLEAN OUT WCO I HOSE BIBB HB ---�{- VENT THRU ROOF VTR o�i J i L TYPICAL (TYP) J v CAP �� C - TEE UP Zo - - -Q- - - TEE DOWN 72 90' UP 0-- - - 90' DOWN N � O C) C - - RAIN LEADER - - - - - - - RL ------- OVER FLOW RAIN LEADER ------ ORL------- BRASS CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE \16" SQUARE CONCRETE PAD IN SIDEWALK (WHERE APPLICABLE) PVC WASTE LINE LENGTH TO SUIT TWO WAY CLEANOUT R&G SLOAN PVC PART NO. 3724 WASTE LINE 2 -WAY CLEANOUT DETAIL (COTG SCALE: NTS MAY EXTEND AS WASTE OR VENT WALLCOVER AND SCREW �\ WALL cu PLUGGED TEE WITH CLEANOUT Lj FLOOR LINE L.1.e W00N o o 1/8 BEND - BALANCE OF PIPING SAME ��- AS FLOOR CLEANOUT WALL CLEANOUT DETAIL SCALE: NTS cl) E C-0 Oce N U - M fIf O M - � CN co O N -n c ti co O L O x ca c6 Uu e0 oN C N �r <� I. a, N OCD N u 0 U uifn ui1 CU Lu J W Lu c cu O N L.1.e W00N o o 00 Lu z � j Z cl) C w ® T. �� J v �� E C-0 Oce N U - M fIf O M - � CN co O N -n c ti co O L O x ca c6 Uu e0 oN C N �r <� I. a, N OCD N u 0 U uifn ui1 CU Lu J W Lu c cu O grn Q� cl) W M LuCL �� Zo ;z 0 72 wr O Vn , N � O C) w E C-0 Oce N U - M fIf O M - � CN co O N -n c ti co O L O x ca c6 Uu e0 oN C N �r <� I. a, N OCD N u 0 U uifn ui1 CU Lu J W Lu c grn Q� a� z 7 o u-, 0 w ' w U w (D Lu 0 J e b - N C Om w N s �- o a o m D w Q wi N � 'S Q0 U Q Z ZD. a (0 U MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0 MECHANICAL KEY PLAN NOTES: � 1. UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR TO BATHROOM EXHAUST FAN. 2, PROVIDE AND INSTALL (1) SMOKE DUCT DETECTORS IN SUPPLY AND RETURN DUCTS AS SPECIFIED BY THE MECHANICAL FLORIDA BUILDING CODE AND NFPA 9OA-98 FOR EACH MECHANICAL UNIT. ALSO PROVIDE (1) PROGRAMMABLE THERMOSTAT AND (1) TEMPERATURE SENSOR FOR EACH MECHANICAL UNIT TO BE LOCATED AND INSTALLED BY FUTURE TENANT. 3, COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. 4. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTERS. REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. 5. CEILING MOUNTED BATHROOM EXHAUST. INSTALL TYPICAL EXHAUST ROOF CAP. COORDINATE EXACT LOCATION OF PENETRATION WITH ARCHITECTURAL ROOF PLAN. OFFSET DUCT WORK AS NEEDED IN CEILING/JOIST SPACE TO MAINTAIN A DISTANCE OF 10' FROM TERMINATION TO ANY OUTSIDE AIR INTAKE. INSTALL 6"0 GALVANIZED DUCT WORK DOWN FROM ROOF CAP INTO CEILING/JOIST SPACE AND CONNECT TO CEILING MOUNTED EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ROOF EXHAUST DETAIL ON MECHANICAL DETAIL SHEET 6. REFER TO SPLITTER DETAIL ON MECHANICAL DETAIL SHEET. INSTALL SPLITTER VERTICALLY ORIENTED BELOW UNIT IN CEILING SPACE. CONTRACTOR TO INSTALL AT AN ELEVATION ENSURING THE LEAST AMOUNT OF OFFSETS AND DEVIATIONS IN THE DUCT WORK. 7. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. ®1, co I 1\ F U N � N N Vd o O •L � 1 00 Sw Z (^,`) W 1 s y L Lo > a r J U Ca O ZZ OLp U ; (N W L M � w N U LL- m co z pLu � O co 0 r �1 c) a W N M c0 m . _'DC N I 0 ®V u- o0 N CN z:) �'t k of Q� V O x cts au- co -- 0- = 0 N O N U � -000 Q N N j V ON I C T s � I ®1, co 1 + F U N � N N o O •L � 1 00 Sw Z (^,`) W 1 s y L Lo > a r J U Ca e ®1, cu F N C 1� Ca O ZZ M T 1 (N W L M � w CL LL- m ip h z pLu Z ;� 0 r �1 c) a W N CL ®1, l�iQ�D F N C ZZ M W (N Q 0 m O Q C) W W N 0 o z:) w of 0- O U l�iQ�D r, I C.O. C.0 I I I I I I I I I I I I I I I I I I I I I CII .i�f.-x_ \� i Ii I tL�•X_�=1_ _Ji`ItiII el iL�LX.�� � Jif III 22 2�i r,xL---j I -- I 3 x� O. 44 4 5L 4 5q L�5 RTU -4T RTU -4T ,RTU -43 i I 1 — —I MECHANICAL KEY PLAN NOTES: 1. COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU MECHANICAL ROOF PLAN INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. SCALE: 1/8" = 1'-0" 2. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTER. 3. REFER CONDENSATE TRAP DETAIL ON SHEET M-102 FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON SHEET M-102 FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. 4. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. 5. REFER TO MECHANICAL ROOF TOP UNIT DETAIL AND STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT TIE DOWN DETAILS. o O2 �, 0 i r +. k c� �. N WSJ 8 N --------------- CU p E co I ® V W 0') '0 I I to z o U a� I- W ® I 2 ® Z O C)co 2 � a 4 j�: C.O1 4 5 L-`� i ---J 5 W RTU -4T i I RTU -7.5T VM4 I -----� I ------------ I --' MECHANICAL KEY PLAN NOTES: 1. COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU MECHANICAL ROOF PLAN INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. SCALE: 1/8" = 1'-0" 2. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTER. 3. REFER CONDENSATE TRAP DETAIL ON SHEET M-102 FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON SHEET M-102 FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. 4. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. 5. REFER TO MECHANICAL ROOF TOP UNIT DETAIL AND STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT TIE DOWN DETAILS. Lu o o O2 �, 0 i r +. k c� a� O CV ; N WSJ 8 N h CU p E co ® V W 0') '0 u (D to z o U a� I- W ® C) J U ® Z O C)co i r ro cu U a M � Old n cu E= C� N � W O � VM4 Ll- co U U) cq O N R�1 ti Z U C=) U) 9 u W u - CII ' cl) 0 O p N U O N w 'D co Q N p W IL Lu o o O2 �, 0 +. k a� O CV ; N WSJ 8 N CU p E co ® �O W 0') '0 7 caO (D to z o U a� I- W ® r �0 J U ® Z O Lu o o O2 �, 0 N WSJ p 0 W 0') '0 7 caO o CO N C7 w 0— LL z ® Z O U 0 U r ro cu U a Lu o o O2 �, 0 N p 0 W 0') '0 o Q m w W N � U U) Z U U) 9 CL U cl) 0 U w W O 0- 1 a J LLJ �-- N C) 't In CO 1- CC) N p 0 0') '0 o Q m w W N � U Z U) 9 CL cl) 0 U MECHANICAL GENERAL NOTES 1. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. NOTE: ALL SUPPLY AND RETURN AIR DUCTS 5-0" AND GREATER FROM THE ROOFTOP UNIT MAY BE; AT OWNER'S OPTION, MINIMUM R-6 RIGID FIBERGLASS DUCT BOARD, OWNER SHALL SUBMIT A LETTER TO ENGINEER TO AUTHORIZE THE USE OF FIBERGLASS DUCT BOARD. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 603 OF THE FLORIDA BUILDING CODE MECHANICAL 2001. 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING, 5, PROVIDE ALL ROOF TOP UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S)/CONSULT WITH BUILDING STRUCTURAL ENGINEER. 7. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 8. ALL ROOF TOP UNITS TO HAVE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK. DETECTORS SHALL SHUT DOWN UNIT UPON ACTIVATION. SEE NOTE #14 FOR FURTHER INFO.. 9, IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 10. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 11, COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 12, TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 14. SMOKE DETECTOR(S) SHALL BE INSTALLED IN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY AND RETURN DUCTWORK PRIOR TO MIXING WITH OUTSIDE AIR. FURTHERMORE, WHERE MULTIPLE AIR SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS. IF THE BUILDING IS PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72. IF THE BUILDING IS NOT PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL STOP THE FAN AND CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A. THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR, AND SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF NI -PA 72 NATIONAL FIRE ALARM CODE. 15. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 17. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 18. VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. 19. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOFTOP UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE PIPE SUPPORT ON ROOF" DETAIL. 20. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA MECHANICAL CODE 2001". 21, GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 22. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 23. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO. 90A. 24. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 25. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS, 26. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 27. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 28. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 29. ERRORS OR OMISSIONS: WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHITECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 30. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/HERSELF WITH THE PLANS. TYPICAL SEQUENCE OF OPERATION THE A/C UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO MAINTAIN SET POINT. SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. AIR DEVICE SCHEDULE SYM MANUF./CAT. NO. TYPE ROOF TOP UNIT SCHEDULE REMARKS FINISH , CFM POSITIVE AIR QUANTITY CFM 100 DUCTWORK TRANSITION EXT. STATIC PRESS. A TITUS - TDC (FULL FACE) CD 0 - 105 CFM = 6"RND OR 6"x6" 12 X 12 FLANGE COOLING 110 - 145 CFM = 6"RND OR 6"x6" 24 X 24 EQUAL TO SUITE 102 FAN - COMPRESSOR(S) 0.30 ELECTRIC HEATER 320 150 - 200 CFM = 8"RND OR 8"x8" CAPACITY LAY IN, OAK. WHT. - MARK AREA NOMINAL E.S.P. SERVED TONS CFM 0/A (IN) HP V/� FLA QTY. V/� RLA LRA CONTROL WEIGHT KW STAGES V/� MCA MOCP (LBS.) TC (MBH) Sc (MBH) AMBIENT DB °F/WB °F ENTERING DB °F/WB °F SEER [EER] MFG. MODEL NOTES 320 100 220 SUITE 105 355 - 575 CFM = 12"RND OR 12"x12" 24 X 24 - 0.30 B TITUS -350FL RAG 22 x 22 (MAX. 1280 CFM) RTU -4T - 4 1600 320 1.5* 1.0 208/3 5.0 1 208/3 14.6 91.0 9.0 2 208/3 35.8 40.0 700 49.2 37.9 95/80 80/67 10.0 TRANE TSC048 A3 (1) - (8) RTU -7.5T - 7.5 3000 600 1.3** 2.0 203/3 6.3/9. 1 208/3 26.0 181.5 13.5 1 280/3 54.8 60 1150 95.0 71.8 95/80 80/67 [10.3] TRANE TSCO9 OA3 (1) - (8) D U NOTES: 1. OUTSIDE AIR CALCULATIONS ARE BASED ON THE 2001 MECHANICAL FLORIDA BUILDING CODE IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 62-1999. * OCCUPANCY OF PEOPLE PER SQUARE FEET FROM TABLE 403,3 ** CFM OF OUTSIDE AIR PER PERSON FROM TABLE 403.3 *** CFM OF OUTSIDE AIR PER SQUARE FOOT FROM TABLE 403.3 NOTES: (1) PROVIDESMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. (2) REFER TO CONTROL SYSTEM NOTES FOR CONTROL COMPONENTS REQUIREMENTS. (3) PROVIDE 5 -MINUTE ANTI -SHORT CYCLE TIMER (4) PROVIDE SINGLE POINT CONNECTION (5) PROVIDE WITH FACTORY FILTERS (6) PROVIDE WITH FACTORY ROOF CURB AND OUTSIDE AIR INTAKE HOOD WITH MANUAL DAMPER (7) PROVIDE WITH STARTER (8) COORDINATE WITH DIVISION 16 FOR DISCONNECT AIR DEVICE SCHEDULE SYM MANUF./CAT. NO. TYPE NECK FRAME REMARKS FINISH , CFM POSITIVE AIR QUANTITY CFM 100 DUCTWORK TRANSITION EXT. STATIC PRESS. A TITUS - TDC (FULL FACE) CD 0 - 105 CFM = 6"RND OR 6"x6" 12 X 12 FLANGE 619.5 110 - 145 CFM = 6"RND OR 6"x6" 24 X 24 520 SUITE 102 936 - - 0.30 280.8 320 150 - 200 CFM = 8"RND OR 8"x8" 24 X 24 LAY IN, OAK. WHT. - - 0.30 280.8 24 X 24 ALUMINUM ENAMEL SUITE 104 936 - 205 - 350 CFM = 10"RND OR 10"x10" 0.30 280.8 320 100 220 SUITE 105 355 - 575 CFM = 12"RND OR 12"x12" 24 X 24 - 0.30 B TITUS -350FL RAG 22 x 22 (MAX. 1280 CFM) 24 X 24 LAY IN, OBD BAK. WHT - 0.30 280.8 10 x 22 (MAX. 500 CFM) 12 X 24 220 ENAMEL DEVICE TYPE LEGEND: CD = CEILING DIFFUSER RAG = RETURN AIR GRILLE OUTSIDE AIR CALCULATION TAG - AREA AREA (SOFT) PEOPLE PER CFM PER 1000 SOFT * PERSON ** CFM PER SQFT *** CFM REQUIRED CFM SUPPLIED CFM EXHAUSTED CFM POSITIVE AIR QUANTITY CFM 100 DUCTWORK TRANSITION EXT. STATIC PRESS. IN. IT20 SUITE 101 2064 - - 0.30 619.5 620 100 520 SUITE 102 936 - - 0.30 280.8 320 100 220 SUITE 103 936 - - 0.30 280.8 320 100 220 SUITE 104 936 - - 0.30 280.8 320 100 220 SUITE 105 936 - - 0.30 280.8 320 100 220 SUITE 106 986 - - 0.30 280.8 320 100 220 SUITE 107 3047 - - 0.30 914.1 920 100 820 2 D U NOTES: 1. OUTSIDE AIR CALCULATIONS ARE BASED ON THE 2001 MECHANICAL FLORIDA BUILDING CODE IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 62-1999. * OCCUPANCY OF PEOPLE PER SQUARE FEET FROM TABLE 403,3 ** CFM OF OUTSIDE AIR PER PERSON FROM TABLE 403.3 *** CFM OF OUTSIDE AIR PER SQUARE FOOT FROM TABLE 403.3 FAN SCHEDULE TAG - EF -1 NEW DUCTWORK SERVICE - EXHAUST SUPPLY OR OUTSIDE AIR DUCT SECTION UP THROUGH PLAN AIR QUANTITY CFM 100 DUCTWORK TRANSITION EXT. STATIC PRESS. IN. IT20 0.375 SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE FAN TYPE - CEILING RETURN AIR DEVICE DRIVE - - DIRECT 3.6 WALL MOUNTED THERMOSTAT SONES MOTOR WATTS 70 8„0 FAN SPEED RPM 1500 --------- R ----------- POWER V/0 120/1 _000 Q cc LOCATION - TOILET ROOM N CNr MANUFACTURER - COOK MODEL - # GC -140 1, 2 N NOTES 1. WITH PLUG-IN DISCONNECT. 2• PROVIDE CONTROL BY MANUAL LIGHT SWITCH WITH 5 MINUTE DELAY. FAN SHALL RUN 5 MINUTES AFTER LIGHT IS OFF. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH. HVAC LEGEND SYMBOL DESCRIPTION d - NEW DUCTWORK FLEXIBLE DUCT ® UP SUPPLY OR OUTSIDE AIR DUCT SECTION UP THROUGH PLAN DN RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN b DUCTWORK TRANSITION -� MANUAL AIR VOLUME CONTROL DAMPER ®rw LAI SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE CN -� AIR FLOW PATTERN z RETURN AIR DEVICE ® EXHAUST AIR DEVICE OT WALL MOUNTED THERMOSTAT TS TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. SD DUCT SMOKE DETECTOR 8„0 C A-300 OR 0 300 CFM DEVICE TYPE "A" - 300 CFM - 8"° NECK SIZE --------- R ----------- REFRIGERATION PIPING --------- C ----------- CONDENSATE PIPING U W Lu U U) J CU z Q J 0 LJJI- w U) d - V� N h ® OE C o Vco b � co V U) O C) co � CN -� � rn C) ov Li- co U) O N z -a ti a Jry[ c O V T C cro p C U- (0-- z o 0 N Q C N o _000 Q cc r o N CNr CL U W Lu U U) J CU z Q J 0 LJJI- w U) d - N a� N N eee...... U) O � o �w ® 00 w U) z (1)� U a) Z w ® T C cro p C O z o U W Lu U U) J CU z Q J 0 LJJI- w U) d - N C d0') 1 C[3 0 U) ry ti (1)� M w ca Q c �LL z: O z o ULLJ Q r C'4 o U)r-0`) r w U W Lu U U) J CU z Q J 0 LJJI- w U) d - N C d0') c Q o m Q w w N r w 2 D U MOUNT CAP LEVEL ANCHOR W/CADMIUM PLATED SCREWS 12"' O.C. FLASHING BY ROOFER -BIRD SCREEN CAULKING BEAD OR GASKET FULL PERIMETER OF CURB BY HVAC. TREATED WOOD NAILER _12" PREFABRICATED CURB BY HVAC INSTALLED BY GENERAL CONTRACTOR ROOF SUPPORT ANGLES AS REQUIRED BY GENERAL CONTRACTOR 1 1/2" EXTERNAL INSULATION 2" SUMP SEAL WATERTIGHT ROOF EXHAUST CAP DETAIL SCALE: N.T.S. NUILS: 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. FLEX DUCT SUPPORT METAL STRAP 1-1/2" MINIMUI 2 1 SCALE: N.T.S. ---------------------------- 1 I I � I RETAINING CLIP 6a C -CLAMP W/RETAINING CLIP HANGER ROD 6b C -CLAMP W/LOCK NUT (OPTIONAL) CONNECTIONS TO JOIST — — — — — — — — — — ------------ 2 ----------- 2'-8 MAX. TO STRUCTURAL SUPPORTING MEMBER. 1' L 4'-0° MAXIMUM TT MAXIMUM SAG 1/2" PER FOOT OF SUPPORT SPACING. 7 N N VERTICAL � o SOF ANGLE FLEXIBLE DUCT SR NUILS: 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. FLEX DUCT SUPPORT METAL STRAP 1-1/2" MINIMUI 2 1 SCALE: N.T.S. ---------------------------- 1 I I � I RETAINING CLIP 6a C -CLAMP W/RETAINING CLIP HANGER ROD 6b C -CLAMP W/LOCK NUT (OPTIONAL) CONNECTIONS TO JOIST — — — — — — — — — — ------------ 2 ----------- 2'-8 MAX. TO STRUCTURAL SUPPORTING MEMBER. 1' L #10 SELF TAPPING SHEET METAL SCREWS EQUALLY SPACED (PER SMACNA) *PER S.M.A.C.N.A. TABLE 4-1 TYP. 4 SIDES. CABLE SIDE BRACING FOR RECTANGULAR DUCTS SCALE: N.T.S. MAX. 20' TRANSITION 0.25 D (4" MIN. PER SMACNA) r RECTANGULAR DUCT o Lo a N \­ VOLUME DAMPER ITH LOCKING 'ER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS SCALE: N.T.S. TURNING VANES (TYPICAL) B CFM"�� �VARIES BRANCH DUCT Q o CONTROL ROD Y (TYPICAL) C CFM VARIES BRANCH DUCT C Q o SPLITTER DAMPER i• Z (TYPICAL) A (CFM) MAIN DUCT X TO SIZE SPLITTER: NOTE: FOR RETURN AIR FLOW, Y = (B/A) (X) DELETE SPLITTER DAMPER Z = X -Y DEPTH REMAINS CONSTANT SPLITTER DETAIL SCALE: N.T.S. — — — — — — — — — — — — — 1 *PER S.M,A.C,N.A. TABLE 4-2 MAXIMUN 12'-0" SPACING ROUND DUCT SUPPORT & BRACING DETAIL SCALE: N.T.S. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' PROVIDE PLUG FOR MAINTENANCE DRAIN LINE. SLOPE WITH FLOW A 1/8"/FT TO DRAIN GUTTER A CONDENSATE A = FAN SUCTION PRESSURE + 1 INCH MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 1 1/4" CONDENSATE DRAIN TRAP DETAIL SCALE: N.T.S. SUPPLY DUCT SPIN -IN FITTING WITH DAMPER INSULATED ROUND r/ r XD XIBLE DUCT X. 8'-0" LONG) E TO MATCH FUSER NECK. ROUND METAL DUCT ULATION (EXTERNAL INSULATION) CEILING CEILING DIFFUSER CEILING DIFFUSER RUNOUT DETAIL SCALE: N.T.S. PLUMBER STRAP PIPE SHALL BE SUPPORTED EVERY 4' ON SCHEDULE 40 PVC CONDENSATE PIPING CENTER FOR PVC PIPING. IF OTHER APPROVED X12 TEK SCREW PIPING MATERIAL IS USED, CONTRACTOR TO (TYP•) CONSULT MECHANICAL BUILDING CODE FOR ALLOWABLE SPACING OF SUPPORTS MICRO PIPE SUPPORT ROOF MEMBRANE CEMENT ROOF SYSTEM CONDENSATE PIPE SUPPORT ON ROOF SCALE: N.T.S. ----------- -- ALTERNATE LOCATION IS ON TOP OF JOIST CHORD l OPEN WEB JOIST 1 — — — — — — — — — — — — ATTACHMENT TO STRUCTURE SAFETY HANGER 1"X12 GA WIRE OR 1"X18 GA METAL STRAP UP TO 24"D CEILING CEILING DIFFUSER CEILING MOUNTED AIR DISTRIBUTION DEVICE SAFETY SUPPORT DETAIL SCALE: N.T.S. USE "MICROHOLD" UNIT TIE DOWN FOR CONNECTION OF UNIT TO CURB. 6" WIDE 16 GAUGE GALVANIZED STEEL ROOFTOP UNIT HOLD DOWN STRAP. ATTACH TO CURB USING EDGE OF ROOF TOP UNIT / ROOF CAP (4) #10 xl/2 TEK SCREWS AND ATTACH TO UNIT USING TIRE (4) X10 x1/2" TEK SCREWS. COORDINATE NUMBER OF STRAPS TO USE WITH MANUFACTURER. FAN MAIN FRAME FULL PERIMETER OF CURB GASKET BETWEEN UNIT AND SEALANT AT ALL SCREW PENETRATIONS BY HVAC FLASHING BY ROOFER 12" TREATED WOOD NAILER BUILT UP ROOF 12 FABRICATED, MIN 14GA. AND METAL DECK CURB BY HVAC INSTALLED BY GENERAL CONTRACTOR SPACER BLOCK SHIM AS REQUIRED TO LEVEL UNIT. 1/4" PLATE OR INSULATION STACKED WASHERS FIBER SUPPORT ANGLES ** 1/2"4 BOLTS, NUTS, AND CANT AS REQUIRED BY WASHERS ON 24" CENTERS. DUCT GENERAL CONTRACTOR MIN, THREE REQUIRED PER ROOF OPENING AS SIDE. REQUIRED FOR DUCTWORK NOTE: SEE STRUCTURAL DRAWINGS FOR WIND LOAD CALCULATIONS AND TIE DOWN. ROOF CURB FOR MECHANICAL EQUIPMENT DETAIL SCALE: N.T.S. I cuo 2 MA . tOF BOLTS EQUAL 11 MIN N N VERTICAL � o SOF ANGLE SR HANGERS 0 LONGITUDINAL HORIZONTAL CABLE BRACE r BRACE U EA. SIDE OF HANGER, EA. 1 IDE OF DUCT w Ln r z Q o v ® z U DUCT SIZE o r C 1 MAX MIN.. ---TRANSVERSECABLE BRACE 0 CU r in w IL W N z #10 SELF TAPPING SHEET METAL SCREWS EQUALLY SPACED (PER SMACNA) *PER S.M.A.C.N.A. TABLE 4-1 TYP. 4 SIDES. CABLE SIDE BRACING FOR RECTANGULAR DUCTS SCALE: N.T.S. MAX. 20' TRANSITION 0.25 D (4" MIN. PER SMACNA) r RECTANGULAR DUCT o Lo a N \­ VOLUME DAMPER ITH LOCKING 'ER. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET FROM STRUCTURE BRANCH DUCT DETAILS SCALE: N.T.S. TURNING VANES (TYPICAL) B CFM"�� �VARIES BRANCH DUCT Q o CONTROL ROD Y (TYPICAL) C CFM VARIES BRANCH DUCT C Q o SPLITTER DAMPER i• Z (TYPICAL) A (CFM) MAIN DUCT X TO SIZE SPLITTER: NOTE: FOR RETURN AIR FLOW, Y = (B/A) (X) DELETE SPLITTER DAMPER Z = X -Y DEPTH REMAINS CONSTANT SPLITTER DETAIL SCALE: N.T.S. — — — — — — — — — — — — — 1 *PER S.M,A.C,N.A. TABLE 4-2 MAXIMUN 12'-0" SPACING ROUND DUCT SUPPORT & BRACING DETAIL SCALE: N.T.S. PROVIDE CLEANOUT AT EACH CHANGE OF DIRECTION OR EVERY 30' PROVIDE PLUG FOR MAINTENANCE DRAIN LINE. SLOPE WITH FLOW A 1/8"/FT TO DRAIN GUTTER A CONDENSATE A = FAN SUCTION PRESSURE + 1 INCH MAX. TONS PIPE SIZE 2 3/4" 5 1" 30 1 1/4" CONDENSATE DRAIN TRAP DETAIL SCALE: N.T.S. SUPPLY DUCT SPIN -IN FITTING WITH DAMPER INSULATED ROUND r/ r XD XIBLE DUCT X. 8'-0" LONG) E TO MATCH FUSER NECK. ROUND METAL DUCT ULATION (EXTERNAL INSULATION) CEILING CEILING DIFFUSER CEILING DIFFUSER RUNOUT DETAIL SCALE: N.T.S. PLUMBER STRAP PIPE SHALL BE SUPPORTED EVERY 4' ON SCHEDULE 40 PVC CONDENSATE PIPING CENTER FOR PVC PIPING. IF OTHER APPROVED X12 TEK SCREW PIPING MATERIAL IS USED, CONTRACTOR TO (TYP•) CONSULT MECHANICAL BUILDING CODE FOR ALLOWABLE SPACING OF SUPPORTS MICRO PIPE SUPPORT ROOF MEMBRANE CEMENT ROOF SYSTEM CONDENSATE PIPE SUPPORT ON ROOF SCALE: N.T.S. ----------- -- ALTERNATE LOCATION IS ON TOP OF JOIST CHORD l OPEN WEB JOIST 1 — — — — — — — — — — — — ATTACHMENT TO STRUCTURE SAFETY HANGER 1"X12 GA WIRE OR 1"X18 GA METAL STRAP UP TO 24"D CEILING CEILING DIFFUSER CEILING MOUNTED AIR DISTRIBUTION DEVICE SAFETY SUPPORT DETAIL SCALE: N.T.S. USE "MICROHOLD" UNIT TIE DOWN FOR CONNECTION OF UNIT TO CURB. 6" WIDE 16 GAUGE GALVANIZED STEEL ROOFTOP UNIT HOLD DOWN STRAP. ATTACH TO CURB USING EDGE OF ROOF TOP UNIT / ROOF CAP (4) #10 xl/2 TEK SCREWS AND ATTACH TO UNIT USING TIRE (4) X10 x1/2" TEK SCREWS. COORDINATE NUMBER OF STRAPS TO USE WITH MANUFACTURER. FAN MAIN FRAME FULL PERIMETER OF CURB GASKET BETWEEN UNIT AND SEALANT AT ALL SCREW PENETRATIONS BY HVAC FLASHING BY ROOFER 12" TREATED WOOD NAILER BUILT UP ROOF 12 FABRICATED, MIN 14GA. AND METAL DECK CURB BY HVAC INSTALLED BY GENERAL CONTRACTOR SPACER BLOCK SHIM AS REQUIRED TO LEVEL UNIT. 1/4" PLATE OR INSULATION STACKED WASHERS FIBER SUPPORT ANGLES ** 1/2"4 BOLTS, NUTS, AND CANT AS REQUIRED BY WASHERS ON 24" CENTERS. DUCT GENERAL CONTRACTOR MIN, THREE REQUIRED PER ROOF OPENING AS SIDE. REQUIRED FOR DUCTWORK NOTE: SEE STRUCTURAL DRAWINGS FOR WIND LOAD CALCULATIONS AND TIE DOWN. ROOF CURB FOR MECHANICAL EQUIPMENT DETAIL SCALE: N.T.S. F_ LU Q C) Lu U J Lu F - w Lu 6� S U AsimusugNmEw I cuo N N LL � o SR 0 ._ °° o0 r c U zz IF c� i w Ln r z Q o v ® z F_ LU Q C) Lu U J Lu F - w Lu 6� S U AsimusugNmEw I cuo N O 0 r c IF c� i w LL Q o z ® z U o r C 0Clj /' ► \,/ CU r in w IL F_ LU Q C) Lu U J Lu F - w Lu 6� S U AsimusugNmEw N O 0 4 Q o CD m❑ W N z wQ W r Q V Z Lu U) 2 Q U � A 610 W�m ONLY I ONLY . . . . . . . . . . . . . . ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ .0 0.0 0.0 0.0 0,0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 .oC 0.0 .3 I 10. 15 8 1.0 1.2 1.2 0.9 0.9 0.9 1.0 1.0 0,9 0,8 0.5 0.3 .7 -=1,3 1.9 jE3 E3 2.3 2.7 3`,4==== 3,0 - 1,9 1.6 1.8 1.9 1, - - - - 0,6 0,3 d o ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a c o ❑ 6 1.1 1.7 2.1 2.4 2.7 2.5 1.8 1.5 1.6 1.7 1,4 , , 0.5 ❑ ❑ ; ' ❑ ra ❑ ❑ ❑ ❑ o ❑ ❑` ❑ r .7 1.3 2.4i 1.0 3.0 �.7 2.6 .2 1.7 2.1 2 �1 2.0 1.1 0.. r � ii ci ❑ ❑ ❑ ' ❑ o ❑{ ❑ Ef _ ! ❑ ❑ o i 8 1.7 3. , 6 - ; 9 -- -3� 2. ,1 - A 3,1 1.,4-- 0. ::Q1l ❑ ❑ ❑ o o d ❑ i ❑ ❑ ❑ - - --o _ !7 1.4 2,4 3.1 2.9 2.8 2.9 8.6 2.2 ,3 �!�2.8 2,1 1.2 0. 960 o 13',0 o 13 [30 o o 11 ❑ ❑ i ro. F 1.1 1,7 2,1 2.2 2,2 2.4 2.1 1.7 1.8 13 1.5 0.9 - -0 v�a 0.7 1.3 1.91 2.2 2.4 2.7 (`('' 3;1 ' 2.4 1.9 2.0 i 2:0 1, ,2 0.6 � I B�j�I� C3 13 ❑ . E ❑ ❑ E3i 0.5,\ 0.9 i 111 -- , 3 -__---1,-46 1.7 �I 2.0 1.6 ❑1.3_-.-- X1.3_._. j 1, 2 I 1.9 0.5 SIGN SIGN SIGN SIGN - 0.4 0.4 0.5 0.5 0.5 0.5 0.4 0,5 0.5 _„=�0. 0.4 0.4�\_ 0.3 0.2 ELECTRICAL SITE LIGHTING PHOTOMETRICS PLAN SCALE: V=20'4' LUMINAIRE SCHEDULE U U� Symbol Label Qty Catalog Number Description Lamp Lumens LLF Watts N o LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR A 2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, 32000 0.72 924 L.L MOUNTED @ 30' CUTOFF, CLEAR FLAT HORIZONTAL POSITION. T � T AFG. BACK TO BACK GLASS. ❑ LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR 32000 0.72 462 B 2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, C J MOUNTED @ 30' CUTOFF, CLEAR FLAT HORIZONTAL POSITION. AFG. SINGLE GLASS. U STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min SITE LIGHTING ❑ 0.97 fc 4.6 fc 0.0 fc NIA N / A NOTES 1. Luminaire Mounting Height specified on Schedule. 2. Units are in foot candles. 3. Calculations are at 0'0" AFG. 4. Position of Luminaires are placed to give optimal lighting. 5. These calculations are only for fixtures specked. 6. Any other fixture sumittals require another photometric study. Atchitectutal Ann -Mounted Cutoff Intended Use 1Ni111 (31 quarter -turn clotting screws. Can be hinged from any of the f�7rrr sides, For liar lots, street lighting or parking areas. Lens -J25"-thick, impact -resistant tenr- Fettrres pored glass. Mounting - Extrtiderd 4" aluminum arm for Housing - Ruggeri, heavy -gauge, extrud- square pole mountintl,shiplped in fixture edaluminum housing.Squareshape,.searn- carton as standard, Optional mountings welded and internall,w, sealed forliveather- available. tightintegrit'rr.Stanciardtinishisdarkbronze Electrical - High reactance, high power c orrn,zion-re• igtant poiyeryternimtiar -f � f -1 rat 4r l b I C p. t ntor rar enc a oWAr. UnsLdHL Vratt- (DDB), Architectural Class 1 anod izefill isl1 age autotransformer for 1751W and above. and other architectural colors available. Cropper wound and 100% factory testes. Optics - Anodized, segmented reflectors Removable enter tray and positive -loci:- for uniformity and control. Reflectors are Ing disconnect plug, s tooi.=les,,- rotatable and interchaneal-de. Socket - Medium -bare socket for 100W Fire cutoff distributions a,orailablr--1 R2 r Road- MH and bellow, Mogul -base porcelain soc k - way), R3 ►,Asyrrnnietric), R4SC (Forward et with copper alloy, nickel -plated screw Throw, Sharp Cutoff), R4W (Wide, Forward shell and center contact. UL listen 15011W- ThrorA(;l and R5S (Symmetric). 60f_IV. 4KV pulse rated. Doig Frar-ne - Naturally anodized, extruded Listings - UL Listed (standard).. CSA Corti- alurninurn door frame sealed to housing by fiedor NOM Certified (see Options). UL list - silicone closed -cell gasket and secured pct fair wet locations. t Ordering Information Example: KSE1 `1505 P2 120 SPVJ PER Ge:,isin9ticn Di St 1117ulifill 'tolta q Mounting options"'Accec'^oriNs HigLELossure R2 Type II roadv ay 120 Included Installed 0dir.11-n R3 Typa III as•Vrnm@tric 2023 SP'04 4' square pale arms(std) 'SF Sin gl9fuse, 120',r 27N,, 347'V h,SE1 70S R4SC Type IV forward 2403 SP09 9' ,quare pale arm Inla TB) K +E1 INS thrmi, sharp cutoff 277 RP'04 i' round pole arms DF Double fuse, 208'V, 2400, 4811-V KSE1 1505 R4W Type IV widr „ 347 RP09 9' round pole arm I'nla TBI KSE2 2505 forward thravi isize 4809 >t',W04 4' %,mod pole or %,4all5 PER NEMA vvist-lock receptacle only KSE2 4005 2 only) TBI a,`JWO9 9' food pole or walI (no photocontrol) Metal Halide 115S Type V sq Llar9 r si"7e ORS Iaua rte re strike system (1: OOW marc 2 r_mlyl 4 J8fl4 4' ��ral I bra cket KSEI 1041'�I W11300 9' wall bracket in KSE1, 150 W max in KSE2, 12W KSEI 150follamp not included). ,�17iciped separateli� KSEI 1751st KNIA Mast arm adapter CR Enhanced corrosion resistance KSEI 200MI KTM8 Twin mounting bar EG Emergency circuit KSE2 250MDA12P Degree arm IpE�le} GSL Glass sag lens KSE2 3Zr}['wil.2 it?A121 R Degree arm I(wall)SGWA� Super CIArA, pulse start ballast KSE2: 35ilI�Ir�� I;nla with MPS or 100, 175h�I) KSE2 440l�I� 1t GGA Certified NOM NOM Certified (consult factory) Far opnmsl arcnnmurat colas, see page 4e5. Shipped separately PEI NEMA uAst-I+ock PE t124V-24r1V NOTES: Dlnvenslonsare shown In I'.ndies(centlmeters) unless PE3 NEMA twist -tock PE (34AW 1 hiu-i kip-idered with S AIA. otherwise mated. 2 Must use ED28 ramp. KSE a KSW PE4 NEMA twist -lock PE (4130'01 3 Conskilti'av-toryfor suallsbirrh'InCanada. E PAT 1.9VL12m2.l t.ett2r.terA21 PE7 NEMA twist -lock PE (277V)7 4 Optlor-�griiiuIU4apballwA(120vr209w,24ctv,27TVi.n,CanacO Square SG Shorting cap for PER, option 129a',eN,34-P4shlps9s 124idG4TV. 5 Use P'atrnrhenn)r_,untingtoo umrnalresatW. Height 93,i4;22.2i KSEINS House -side shield (H2,. R3 only) s A.vrauabt¢onK$E2oniv. max.wFrght 2&6lras02Akg1 3e:arr_is(1e.1It0.) KSE2HS House -side .shield (R2,. R3 only) 7 PER nitrst be ordered with fixture. k S E IVG Vandal guard SSE2VG Vandal guard RT tern SllpORPIFS. see parte 4M. H �nn I Srluare aA Xi�d$" a$ jzr/y;'�'�1 "��� K��--W, .'f�iti�.°a`.11rl#Illrl�.€:'1ni NONNI > � � ��" a�P�6€C��t�; �' r r _8 �. q. GRADE OR-\ PAVING. 30' CONCRETE POLE WITH HAND HOLE. (PROVIDE FUSING AT BASE OF POLE) #2 BARE COPPER GROUND WIRE. I M M I F I A"I 11: 3/4 C. MIN. (PVC) _ - 5/8" x8'-0" COPPER GROUND ROD (DRIVEN). -III-III LIGHTING CONCRETE POLE DETAIL SCALE: N.T.S. (WIRE SIZE UP THE POLE SHALL BE SAME SIZE, AS A MINIMUM FEEDING THE POLE) POLE SHALL MEET THE REQUIREMENTS OF SECTION 1606 IN THE FLORIDA BUILDING CODE 2001/2003. THE POLE SHALL BE DESIGNED AT 3 SECOND GUST WITH MINIMUM EPA FOR POLE = 11.2 SFT MINIMUM WEIGHT LOADING CAPACITY OF POLE = 212 LBS E � o a N U 0C) CY)_ T 'C N O U_co O -0' �o L O X W d LL rr o O N _0co Q N N O ' N ti N C) T Z J U) l U l Nl.� LL I W 2 o� 0 �I = r0 - V Z � rr_nn V I, W J Q U r W fi J Wr_ - H J w w 2 U U� �(so o N o U� Z o I� Q o0 z L.L O� U -f--+ caCU T � T J Q� V o E � o a N U 0C) CY)_ T 'C N O U_co O -0' �o L O X W d LL rr o O N _0co Q N N O ' N ti N C) T Z J U) l U l Nl.� LL I W 2 o� 0 �I = r0 - V Z � rr_nn V I, W J Q U r W fi J Wr_ - H J w w 2 0 a �(so _f ofW N o Q« Z o I� Q o0 z L.L UU (1) > Z w -f--+ caCU T � T J E � o a N U 0C) CY)_ T 'C N O U_co O -0' �o L O X W d LL rr o O N _0co Q N N O ' N ti N C) T Z J U) l U l Nl.� LL I W 2 o� 0 �I = r0 - V Z � rr_nn V I, W J Q U r W fi J Wr_ - H J w w 2 0 a �(so w� Q« ^_ W z L.L -f--+ caCU -o o ^U) W CU M w Q. C J �1 LL O z U r 0 V) U) a E � o a N U 0C) CY)_ T 'C N O U_co O -0' �o L O X W d LL rr o O N _0co Q N N O ' N ti N C) T Z J U) l U l Nl.� LL I W 2 o� 0 �I = r0 - V Z � rr_nn V I, W J Q U r W fi J Wr_ - H J w w 2 E001 0 a �(so w� Q« z E001 c3 W o 0 w ' j :a m W a u� w r N M In M !- OO 0 N O� , N d r o Q o -� o Q W N w O T m Z w � Of v7 D U E001 LLLUI RIUAL 5i i L L1(3h I INV FLAN SCALE: V=20'4' LUMINAIRE SCHEDULE _fir r} Symbol Label Qty Catalog Number Description Lamp Lumens LLF Watts 2 N LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR A 2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, 32000 0,72 924 MOUNTED @ 30' CUTOFF, CLEAR FLAT HORIZONTAL POSITION. o U AFG. BACK TO BACK GLASS. cu L ❑ LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR 32000 0.72 462 B 2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, 93 MOUNTED @ 30' CUTOFF, CLEAR FLAT HORIZONTAL POSITION. O AFG. SINGLE GLASS. w Q o _fir r} cu 2 N L�1.. -L 65 oN N CU p f: tn .4 w 0 o U w O0 to 01 cu L z jq, c / V Q N U ® { . t J U CL �3 @ N LL. O ® O '.'_ N1 04 O V )ry T_ N CL A 0I w N r A V U- 00 - Nil �. 0 c o p x W N 'ems O C° m Z Q CDi N U O ..p co N N O ~ w a N O N NJ. r IL U w Q o _fir I cu 2 N L�1.. -L 65 oN CU p C 0c) w 0 o U w cu L z jq, c / U w ® 0 J U CL �3 w Q o (n o o r- o cu } I w c ��0/ LL. jq, c / N (s) �9! cu CN 2 w CL 1('� @ N LL. O ® O '.'_ LLJ 04 O V )ry r/�^� T VJ CL w Q o (n o o r- o } I w N N O !`[ pc7 w N Nil W N a O m Z U O W w a IL U V # Ur N M It (f) (D 11 00 I N N O !`[ pc7 w N Nil W N a O m Z U O W IL U V m POWER PLAN NOTES: 1O J -BOX FOR FUTURE TENANT SIGN.PROVIDE 314" CONDUIT WITH PULL CORD TO TENANT'S CORRESPONDING PANEL. COORDINATE MOUNTING HEIGHT & LOCATION WITH ARCHITECTURAL ELEVATION DRAWINGS. 0 1" CONDUIT WITH PULL CORD TO TELEPHONE TERMINAL CABINET. STUB -UP 2'-0" A.F.F., CAP AND LABEL. OFOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL'EQUIPMENT RISER DIAGRAM ON DRAWING E301. O4 MOUNT NEXT TO RTU'S. COORDINATE EXACT LOCATIONS WITH MECHANICAL DRAWINGS. OPROVIDE 3" EMPTY CONDUIT WITH PULL CORD FROM POWER RISER LOCATION AND STUB UP 2'-0" A.F.F. FOR FUTURE PANEL. CAP AND LABEL. EL -1-06- 106-2 4 L106 106-24 -- - 106-14�` 106-6,8 j 105-6,8 II i i 106- 6_ 106-38:40:42 6 105- RTU 4TI I iJRTU�T OVVP GFI O l WI O �i ; 106-23 104-14 O PANEL 103 PANEL 102_ O =- 103-2,4 102-2,4 ,410,11,03-14 I 102-14 ®` 104-6,8 103-6,8 i II 104-36 _104-38:40:42 6 1l13-3 103-38:40:42 RTU 4T1 { RT 41 4 I I I I I v;l I I I I IL IWPW_ p I I ®GFI O I ! 4 GFI O 104-23 U PANEL 1101 j 4101-14 102-6,8 i 101-2,4 f RTU-7.7T� 101-38:40:4: 102-36 _102-38:40:42I' 101 36 I I RTU -4T 1I IL I I( -j I I I�_�I I I I I C7,7 -1 L ��VV��VV W - - �GFI 3 GFI 3 Ii O t 101-23 ELECTRICAL POWER PLAN SCALE: 118" =1'-0" 4NEL HP TC METER BANK Z a L.� 1 Ll t ® 1 a J H U Lu W cut) 1 Q O l!i O O ti O 70 - low N o ® co (� �r - .,I- CV CV ca o C) O C M Q -0 A V O I -j-- c U) O N g C9 i c CD /(D 0 x � pp��.aV h� cu Q cqN 0 Lu _000 N � Q N N U) a ~ N N /C) Z a L.� 1 Ll t ® 1 a J H U Lu W cut) 1 Q O l!i O O ti O 70 - low N N ca o 0 00 Lu U) �ti fi g C9 i Z /(D LoC z w ® Q J U 0 Z a L.� 1 Ll t ® 1 a J H U Lu W cut) 1 Q O l!i O O ti O ..z ¢, -�+ cu U) �ti fi r M Lu /(D CJ IL E Z 0 Lu N � 0 U) Ucu ) a Z a L.� 1 Ll t ® 1 a J H U Lu W cut) 1 Q O l!i O O ti O ..z ¢, i L W LIGHTING PLAN NOTES: 10 EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN, 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10 % ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. LIGHT FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER CATALOG NO. ------------- I . A ----'--- - - ..--.i.._i--:: ®X I _- { 1 B 1 --�- - i - - I 107 13 1 --_ -- A � --- _ ._1.07.5- A__ -___ —__ A A------ - •.� _. _._. AlA I C _ i `''' �=-- _::._ � I .IL I.•- - A � {L�il' _.. 1 -- - ------ i � A -- I A-- _._..-_ __,_-., 120 LED INCLUDED UNIVERSAL ❑ r 106 5 __- __ i- ii TiA I A__ �. _ r - -- - - I _ , , A 1 i S t..• � / __ __ I ' _ - f � A �;��ili " - . �-�- l —r- I � --E-2 05 5 �C € I I € A� ( 1 ®X � j i I 1 .__-_._ i i ._.._- I _ - - _. _- M 1 O 104 3 r � I -� _ • I I _ 1-04 5 f I A 1, i A----A__-___.._iA._.__.___ ___ A { A---- -, A.._ --- I _- -T r _ 1-` _ � i "f..11�� ,- - A .:1 J ''� {- J- _ - Y_ - : i .,.t _ I A ! (. €I, 103-5 f 1 - ._ _l _.___ A , ® X A-.. _ _.1 A..._ I_ __ A -t-.. i j .._.— O _ _. � _ I _ __ - - 1 _- _ - ®X i � 1- � 102 3 _ - f 10 5_ - AO A___---- __ A -! _ i � 1 i� J't ., \ t - -t A : p'j S . "" € - I. € " , LSI /.-.�.:W.�i.--.._ , -._ - €€ t .._ A f �I� A.._....-----A__..._._A.__..._._A__ _ A A - ._ _ A..__.._...._ A-- - - I _ it 1 9 _____� (A __ -- ---- - - X ! i ® ®X 1 € _ 10131 A..___ _- I _ _ __ . A A _.__ . _ ___ _ ___ A._. j, _ _^ ` -_- Y ---.,_. - - --- I- A A .. -... ► ___ __ A___- V-. �A � I ( j E I -__-- ----- 4 B fA._- f � 101-7 € l A ----.__-.. i A- q--- - A.._ - ACCESSORIES FOR ALL FIXTURES. ®X i_. € 107-11. ®X 3. PROVIDE. 125 MIN. THICK LENSES FOR FLUORESCENT _ ; .._ O i- �( I -� € 1 (- -I- ( 107-9 1 _. -1- A -- - A-- _ ___ A € A-- ---(- 1 1 ; l; - A-- A----- ----- __---I-._.__ __— -- A A A-- A--- - -j----- I i { AO _ A-- A ..-- A-- i AI l A -- I _ A :E A A- O N O''t i � I � A_.._�_IIA-._ € _ i I I .1 I iT'__._- —r { ___� j I _..- A _ EM 1 i A. _ __ � . _ _ __-r q---- A — _.._EM ! A 1 _ A _ - i , _,_ -._- .__.. _ _ 1 M -- " (� C __ __ _ I _ i i�4— i A ---A---- VA _.--- t I A -..a 107,7 �I LIi " a _,A_..�.__-- 1 -__— A " � A -- _-_....._ i A - I ___ _._ A _—_ i I € 1 " A — M- 1O j .. _ � _ M._ O_ __ __�_ --- I -- ---- ( _ __ -- A_ _ ____ A--- - -- --_ A. - 1 _ ___ ---� _— A_ . _ A- - EM----€--- 1 A..� A- -- _ _ A.—_ - - . I A A _ --EM 1 i A_ _ I A._ .- I I .A_ M- -Ll_ ---- I A---- j A- - -- - I -- 11 A - A I ---�-- I -------------- A_— A - A.-__ -- 0 -. A- - - A�----- ! I A-- q- --. j I A - J j A -EM 1 1 A--- ` --I —�- __ in A----, �� A 1 __€O A- (_-EM 1 A 1 -" 1 - --. I A— I-- ( I A�! / —I � AL/ I O T s A-- 1O- A A I !! A._..- ( 1 N M d' lC) CO ti 00 LIGHTING PLAN NOTES: 10 EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN, 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10 % ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. ELECTRICAL LIGHTING PLAN SCALE: 1/8" =1'-0" LIGHT FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A LITHONIA 2S P8 G 4 32 Al2125120 120 (4) 32W T8 GRID B LITHONIA 8132120 120 (1) 32W T8 SURFACE EM LITHONIA ELM2 N 120 LED INCLUDED WALL @ 8'-0" A.F.F. X ® LITHONIA LQM S W 1 R 120 EL N 120 LED INCLUDED UNIVERSAL ® 0 w V c U N w ® m U CL. ALTERNATE FIXTURES SHALL BE BY "COOPER INDUSTRY", "LITHONIA", "GENLYTE", "HUBBELL" AND "THOMAS INDUSTRY". ALL FIXTURE m SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). C GENERAL NOTES: !� .r✓ N 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE O u- Co ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS C C.0 cu U) T vJ � OTHERWISE NOTED. ) 2. PROVIDE NECESSARY MOUNTING HARDWARE AND 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR C L- -- ACCESSORIES FOR ALL FIXTURES. APPROVAL, SEE SPECIFICATIONS. w 3. PROVIDE. 125 MIN. THICK LENSES FOR FLUORESCENT V , FIXTURES. ELECTRICAL LIGHTING PLAN SCALE: 1/8" =1'-0" z �J z s F— C uj 3 �I t W 1 W W w x U) w O o o izz CD 5 W _ qU U N U) N 3 N • ® � co Lu ® 0 w V c U N w ® m U CL. co m 1 w z C (] !� .r✓ N O �'j 0 V O u- Co Lu 0 p �) vJ C C.0 cu U) T vJ � O ) U +a� 6 C L- -- w V , l l V a� O N O''t N N O r, N C T a z �J z s F— C uj 3 �I t W 1 W W w x U) w O o o izz CD 5 W _ LL U) N 3 N � co Lu ® to 0 w c L> w ® (.0 � U CL. J z �J z s F— C uj 3 �I t W 1 W W w x U) w O o o izz CD 5 c _ N O 3 w o 0Y cu CN w CL. J m 1 w z iR Li 0 Z o O T �t- Lu 0 p �) vJ C C.0 cu U) T vJ � O ) z �J z s F— C uj 3 �I t W 1 W W w x U) w O o o izz CD _ N O 3 w 0Y N 0 Z '> m 1 w z O cn ii d (n O ) U ai w a in a N M d' lC) CO ti 00 N O 3 00 0Y N 0 Z '> m 1 w z O cn ii d (n O U MANUFACTURER: ?QUARE -D NQOD MAIN BREAKER. PI/A MAIN LUGS: 225A K.A.I.C. 10 MOUNTEDi FLUSH NAME: PANEL'101' 3 PHASE 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 120/208 VOLTS PROJECT NUMBER: 204372 FED FROM: 225A METER N CEMAND FACTOR DBAAND LOAD (KVA) 7.25 1.25 C 10,78 NEC 10.39 0 CKT 1.00 19.74 C O LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) O 0 NEC ON CKT 0 IDENTIFICATION WIRE/COND 1.35 1.00 1.35 WIREICOND IDENTIFICATI N T E NO AT RINEHART 0 D CKT D O WIRE/COND LOAD/PHASE (KVA) CIRCUIT BREAKER NO WIRE/COND IDENTIFICATION CKT E 10 E IDENTIFICATION D E S 20 PANEL 105 NO. a.. .r� s* �f;�c; E NO. PANEL 103 S A B C TRIP P P TRIP A B C , UN IN O CKT E NO IDENTIFICATION S 1.50 C O WIRE/COND D E LOAD/PHASE (KVA) E 1 1 EM, EX, NL- LIGHTING- 2 121#l'ZE.G. 314"C -# 1 80 ,� 20 1 L T _ „ ,4 ,, � 1 20 _ 0.54 3 =�: r :F .. �_-<-•< � •> R 3#12, 1#12E.G, 314"C R ECEPTACLES 2 2#'12 '1#12E.G. 3/4"C L -;'F #12,1#12E.G., 3/4"C < k ... .. .r.. .. .- ,:: L =; � 1.65 20 1 1 20 1 S :r -ti t 1. 80 R DISP. RECEPAT ALES 3 LIGHTING _,. ,.>: _..�:. zR P .<$ , ,.. .,,.: .r, :._ ._.. A B C RECEPTACLES 4 J �.r. � k J 7 11 13 �#121#12E.G.l4 C L 150 20 1 1 20 R * 4 ry<-Yt " -, 20 1 RECEPTACLES STING 20 1 39 rz�,.rz. 1 39 LIGH _ _.f_. 2 _.,0 DISP. RECEPATCLES R A a# z 12Er� _rar FACP RECEPTACLE 6g ¢ 018 20 1 2412,1 12 314 C L0.60 20 1 1 20 1.80 R DISP. RECEPAT ESLIGHTNG7 i:: R 2#121#12E -.V. 3 4''C � , RR/EWC GFI 14 1 80 P r �; 15 19 �1 ,L 8 FACP RM LIGHTING 314"C L 0.5020 1 20 1.8 -- DISP. RECEPATCLES DISP. RECEP ATCLrE 9RR LIGHTING SPACE ONLY � � 3 5 20 L 10 11 __412.1#12E.G.; SPACE ONLY , 1.20 h f,. 1 20 1.80 R 2#12,1#12E.G.; 3/4"C DISP, RECEPATCLES 12 13 SPACE ONLY SPACE ONLY r . t., ,.. �:: t.. -:w 1 20 1.00 z , �.. r_ a.<<; ONLY 1 'I "C 2#12 1# _E.G.., 4 ,. RR/EWC GFI 14 SPACE ONLY SPACE ONLY R . 20 c 1.3� O C �'#12,1#12E.G., 3/4'15 HOT WH1 INS A 16 17 _ SPACE ONLY ` w; � SPACE ONLY 28 - 20 31 SPACE ONLY 18 R SPACE ONLY n _> >.... .- 3029 SPACE ONLYLY19 20 21 - SPACE ONLY 1 4 a,.. --- SPACE ONLY ,� «; .., v - SPACE ONLY 22 23TENANT SIGN #121#12E.G. 3l JC f L 1_. 20 1 2 0.f. - * 11 SPACE ONLY SPA CE ONL Y3 24 _ ONLY RECEPTACLES RTU RE EPTA L }.,M -r,.-, 4 37 - 39 SPACE ONLY SPACE ONLY 12 SPACEONL(25SPACE 26 13 SPACE ONLY 3#81#101C RTU 4 -TON ( ) ..._ 2 H 41 ISPACE ONLY 28 30 32 SPACE ONLY SPACE ONLY 42 1.8 1:8 1.7 8,0 7.8 6.7 15 _,._._ SPACE ONLY. TOTAL KVA PHASE C: 8.35 TOTAL DEMAND KVA: 28.99 TOTAL DEMAND AMPS: 80.46 SPACONLY 2827 ,� ONLY -, 40 SPACE ONLY { 20 60 >': � � �:s � .;v � f �. z �-, r. x.58 PACE ONLY SPACE ONLY 29SPACE ,_,.`._: :', j 34 (' 3� 38 1 2 J „ SPACE O 3 PA E NLY SPACE ONLY 30 2 37 3g RTU (4 TON) 41 19 SPACE ONLY - 1•�1.r - r ,a _,;' 4.61 SPAC ONLYSPACEO .. 31 ONLY. SPACE ONLY , €s x k ; 6.58 H 32 - ONLY -t _ SPACE ONLY SPACE ONLY 3433SPACE 21 ONLY -_ 1 20 , R 2#12,1#17E.G.;3l4G RTU RECEPTAC S 4 ONLY 60 6.58 H 3#41#10,1"C RTU (75TO )SPACE 3837SPACE 23 40 ONLY 6 58 H 23 SPACE ONLY r Y>, 42 41SPACE ONLY 24 ,.�.... > 6.58 H L� NOTES: 1) P I G4 I L,L L,l TOTAL KVA PHASE A: 12.32 TOTAL KVA PHASE B: 13.68 TOTAL KVA PHASE C: 13.12 LIGHTING (L) RECEPTACLES (R) A/C HEATING H A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN LOAD (KVA) CEMAND FACTOR DBAAND LOAD (KVA) 7.25 1.25 9.0625 10,78 NEC 10.39 19.74 1.00 19.74 0 1.00 0 0 NEC 0. 0 1.25 0 1.35 1.00 1.35 TOTAL CONNECTED KVA: 39.12 TOTAL CONNECTED AMPS: 108.59 TOTAL DEMAND KVA: 40.54_ TOTAL DEMAND AMPS: 112.54 GENERAL SQUARE FOOT: 2064 LIGHTING LOAD: 3 LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) '-LARGER A/C LOAD: 19.74 KVA :D CIRCUIT BREAKER 2} PROVIDE HACR RATED CIRCUIT BREAKERKER 3} VIA TENANT TIME CLOCK 4 }WP/GFI RECEPTACLE MANUFACTURER`. SQUARE -D NQOD MAIN BREAKER: N/A MAIN LUGS: 225A K.A.I.C.: 10 MOUNTED: FLUSH NAME: PANEL'HP' 3 PHASE 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 120/208 VOLTS PROJECT NUMBER: 204372 FED FROM: 150A FUSED METER VA/SF 1) PROVIDF TOTAL KVA PHASE A 1.99 TOTAL KVA PHASE B: 1.57 TOTAL KVA PHASE C 0.50 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN LOAD (KVA). Ce,1AND FACTOR DHNAND LOAD (KVA) 3.272 1.25 4.09 0.18 NEC 0.18 0 N 0 . 0 1.00 0 0 NEC 0 0 N 0 0.6 1.00 ` C 4 C PROJECT NAME: SHOPPES Lu AT RINEHART 0 0 CKT 225A O WIRE/COND LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE(KVA) 0 WIRE/COND IDENTIFICATION CKT T 10 _. .. k-�� IDENTIFICATION D PANEL 101 D 20 PANEL 105 NO. a.. .r� s* �f;�c; E NO. PANEL 103 METER PANEL 107 PANEL 104 , UN IN O CKT E NO IDENTIFICATION S 1.50 C O WIRE/COND D E LOAD/PHASE (KVA) E C. 0 D E EE IDENTIFICATION CKT NO N 0 T E S n S A B C 5 LIGHTING 2#'12 '1#12E.G. 3/4"C L x .w= DISP. RECEPATCLES A B G S P TRIP 1 1 - EM E NL LIGHTING X, ' 1 '" 3 2#121# 2�-G. /4 C , A B C TRIP P P TRIP A B C RECEPTACLES 2 J �.r. � k J 7 11 13 1 1 FACP 2#12,1#12E.G.,3I4"C p 0.60 * 4 ry<-Yt " -, 20 1 2 20 1 39 rz�,.rz. 1 39 L L 2#6, 1#8E.G.1 1"C SITE LIGHTIPjG 2 2 DISP. RECEPATCLES R A _ FACP RECEPTACLE 2#12,1#12E.G.,3/4'C R ¢ 018 20 1 DISP. RECEPATCLES- 3 <y � .,- ,..,li SPACE ONLY 12 i:: R 2#121#12E -.V. 3 4''C � , RR/EWC GFI 14 1 80 P r �; 15 19 4 - RECEPTACLES E s FACP RM LIGHTING 2412.1412E.G.,314'C ;t 0 50 20 1 0,."" M' -- DISP. RECEPATCLES f - SPACE ONLY A SPACE ONLY 3 5 20 L 21 3 23 g z • � F 2#121#12_.G. 314.0 L , 1.20 0 2 1, R DISP. RECEPATCLES 16 6 22 SP CE ONLY 7 SPACE ONLY SPACE ONLY 24 ONLY T. jL � SPACE ONLY 8 R SPACE ONLY -- G 6a25SPACE _ - 27 I 1$ SPACE ONLY _F..:. �, � , �, 1l- r t 1 ` w; SPACE ONLY 28 - 20 31 g SPACE ONLY R 2#12,1#12E.G., 314"C n _> 20 SPACE ONLY 3029 ,10 S PACE ONLY 32 1 _�� --- SPACE ONLY - - «; .., v - - „ 2#12 1#12E.G. 3/4 C 2#12,1#12E.G.,3/4"G INSTAHOT WH INSTAHOTWH SPACE ONLY SPACE ONLY SPACE ONLY 3 35 SPACE ONLY 11 SPACE ONLY ... Y _ 7 �# 1 _ 1 2E G 31 "C n1 , 4 RECEPTACLES RTU RE EPTA L }.,M -r,.-, 4 37 - 39 SPACE ONLY SPACE ONLY 12 4 �,, - 3 13 SPACE ONLY 3#81#101C RTU 4 -TON ( ) ..._ 2 H 41 ISPACE ONLY 28 30 32 SPACE ONLY 14 42 1.8 1:8 1.7 8,0 7.8 6.7 15 _,._._ SPACE ONLY. TOTAL KVA PHASE C: 8.35 TOTAL DEMAND KVA: 28.99 TOTAL DEMAND AMPS: 80.46 `=Fz .,c ,� tz ": -, 40 SPACE ONLY 16 20 60 >': � � �:s � .;v � f �. z �-, r. x.58 17 SPACE ONLY R H ,_,.`._: :', j 34 (' 3� 38 1 2 J �.,.,.� SPACE O 3 PA E NLY SPACE ONLY 18 2 37 3g RTU (4 TON) 41 19 SPACE ONLY - 1•�1.r - r ,a _,;' 4.61 s r., .. r, z, ,m H SPACE ONLY 20 , €s . ` < a x k ; 6.58 H i _ SPACE ONLY 21 SPACE ONLY ; �,k„=;< 22 _ $£" SPACE ONLY 23 SPACE ONLY Y>, 24 r 2a -,, SPACE ONLY SPACE ONLY 26 � ` aT ek � SPACE ONLY 27- SPACE ONLY � ;K„ 28 SPACE SPACE ONLY 29 ONLY =,,ter 30 31 _ SPACE ONLY } rt E SPACE ONLY 32 - SPACE ONLY 33 SPACE ONLY . -,--;; 34 SPACE ONLY 35 SPACE ONLY 36 - SPACE SPACE ONLY 37 ONLY <.. 38 - SPACE ONLY SPACE ONLY 39 _ r 40 _m1 ONLY INN` ; z SPACE ONLY 42 41 ISPACE . «N 0.6 0.2 1 0.5 1.4 1 1.4 0.0 1) PROVIDF TOTAL KVA PHASE A 1.99 TOTAL KVA PHASE B: 1.57 TOTAL KVA PHASE C 0.50 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN LOAD (KVA). Ce,1AND FACTOR DHNAND LOAD (KVA) 3.272 1.25 4.09 0.18 NEC 0.18 0 1.00 , 0 . 0 1.00 0 0 NEC 0 0 1.25 0 0.6 1.00 ` 0.6 TOTAL CONNECTED KVA: 4.05 TOTAL CONNECTED AMPS: 11.25 TOTAL DEMAND KVA: 4.87 TOTAL DEMAND AMPS: 13.52 GENERAL SQUARE FOOT: LIGHTING LOAD: LIGHTING DEMAND LOAD IS BASED ON.THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) "LARGER A/C LOAD: 0 KVA D CIRCUIT BREAKER AND PAINT HANDLE RED 2) VIA 6 -POLE CONTACTOR: PC ON/ TC OFF VA/SF LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT(K) LARGEST MOTOR (M) OTHER (0) CONN -LOAD (KVA) MANUFACTURER: SQUARE -D NQOD 5.3 1.25 I'IAME: PANEL'102-106' 7.18 NEC 7.18 13.83 1.00 N/A 0 1.00 0 MAIN BREAKER: 3 PHASE 0 1.25 0 1:35 1.00 MAIN LUGS: 4 WIRE PROJECT NAME: SHOPPES Lu AT RINEHART C 225A P 225A TRIP K.A.LC.: 120/208 VOLTSPROJECT NUMBER: 204372 150A 1 C 2# 12,1# 2E.G., 3!4 10 _. .. k-�� ,..v, ,.,, r...,..- � � -tK NEMA3R PANEL 101 MOUNTED: 20 PANEL 105 FEE) FROM: 150A FUSED LOAD/PHASE (KVA) a.. .r� s* �f;�c; R FLUSH PANEL 103 METER PANEL 107 PANEL 104 , UN IN O CKT E NO IDENTIFICATION S 1.50 C O WIRE/COND D E LOAD/PHASE (KVA) CIRCUIT BREAKER C. 0 D E WIRE/COND IDENTIFICATION CKT NO N 0 T E S n A B C 5 LIGHTING 2#'12 '1#12E.G. 3/4"C L x .w= DISP. RECEPATCLES A B G TRIP P P TRIP 1 1 - EM E NL LIGHTING X, ' 1 '" 3 2#121# 2�-G. /4 C , 1.50 � mak-, � ._, 20 1 1 20 s ,.r 1.. s a ,, �. 0.54 � ...,- k , ,. 4,,,,. _ -� �,,._ =' �. _ 80 � _, � � . ,,<-.� � .=.'r..•, -. �. 0-54 � ., �A Y.-,..�_�:._#< � ry R .,�,,��� � , 1.8077777777 low 4 * : > 3 a t ��.v, 1.00 , ,. + .d �*...., 1.3 r � -v f .z� , �..,�. >z . , � ..._, - , .. ,., - a.�:> �.:ts,.-• _.. : - - 1"? s ��* - =z , , G , , u, �: „'• a .;x, ,<,- .,_ ... �- � 150 :. ..._ 4.61 , �.t..-s, -4. 4.61 :, 31- 4.61 R � 3#12 1#1E.G, 4 RECEPTACLES 2 J �.r. � k J 7 11 13 LIGHTING RR LIGHTING SPACE ONLY SPACE ONLY SPACE ONLY SPACE ONLY E.G.,,. 2#121#12 3/4'C 2#12,1#12�.G.,3J4 C L .S r _ 1.80 �a,e _a., _.... 0.50 ; e � r,, h �k ; , , <. �. � r �, r. � , _ 20 1 20 1 1 20 1 20 1 20 1 20 DISP, RECEPATCLES 3 C 2#12,I#12E.G., /4 „ 1 E. , L _ R R , 31/12, 1#12E.G, 3f4 C RECEPTACLES 6 1 DISP. RECEPATCLES R A _ :: r.us,�=,vr 1,80 „•, 3PACEONLY DISP. RECEPATCLES- <y � .,- ,..,li SPACE ONLY 12 I 1 R 2#121#12E -.V. 3 4''C � , RR/EWC GFI 14 1 80 P r �; 15 19 PACE ONLY � C or S PACE ONLY � - RECEPTACLES E s 13 RR LIGHTING 241 2E:V 314 C NST HOT WH 1 A 0,."" M' -- DISP. RECEPATCLES - - SPACE ONLY A 18 3 SPACE ONLY 20 21 3 23 SPACE ONLY TENANTSIGN • � F 2#121#12_.G. 314.0 L , 1.20 0 2 1, R DISP. RECEPATCLES 16 SPACE OPJL`( 22 SP CE ONLY SPACE ONLY 24 ONLY 1 20 � 1 00 R SPACE ONLY -- G 6a25SPACE 18 - 27 SPACE ONLY 1$ SPACE ONLY _F..:. �, � , �, 1l- r t 1 ss ,, , SPACE ONLY 28 - 20 31 SPACE SPACE ONLY ka R 2#12,1#12E.G., 314"C RR/EWG GFI 20 SPACE ONLY 3029 - - S PACE ONLY 32 1 - 33 --- SPACE ONLY - - «; .., v - - „ 2#12 1#12E.G. 3/4 C 2#12,1#12E.G.,3/4"G INSTAHOT WH INSTAHOTWH SPACE ONLY SPACE ONLY 34 3 35 SPACE ONLY L„• _ J a � ... 1 20 R 7 �# 1 _ 1 2E G 31 "C n1 , 4 RECEPTACLES RTU RE EPTA L 3 4 37 - 39 SPACE ONLY SPACE ONLY _- 4 �,, - 3 3 40 H 3#81#101C RTU 4 -TON ( ) 38 -- 4 0 2 H 41 ISPACE ONLY 28 30 32 H 42 1.8 1:8 1.7 8,0 7.8 6.7 TOTAL KVA PHASE A: 9.75 TOTAL CONNECTED KVA: 27.66 TOTAL KVA PHASE B: 9.56 TOTAL CONNECTED AMPS: 76.78 TOTAL KVA PHASE C: 8.35 TOTAL DEMAND KVA: 28.99 TOTAL DEMAND AMPS: 80.46 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT(K) LARGEST MOTOR (M) OTHER (0) CONN -LOAD (KVA) C&NALY} FACTOR MilAND LOAD (Kv`A) 5.3 1.25 6.625 7.18 NEC 7.18 13.83 1.00 13.83 0 1.00 0 0 Ili EC 0 0 1.25 0 1:35 1.00 1.35 GENERAL SQUARE FOOT: 936 LIGHTING LOAD: 3 ` LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) ""LARGER A/C LOAD: 13.83 KVA 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACK RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE ❑U CKT IDENTIFICATION U� O D E 5A 12 150A CIRCUIT O MAIN METER ❑ 0 LOAD/PHASE (KVA) BANK WIRE/GOND IDENTIFICATION " 150A 1200A 150A 1.25 ❑ O MCB O El150A 2.7 120/208V .� m Lu B C 225A P ❑0 TRIP 0❑ B 150A 1 150A 1 C 2# 12,1# 2E.G., 3!4 L _. .. k-�� ,..v, ,.,, r...,..- � � -tK NEMA3R PANEL 101 1 20 PANEL 105 PANEL 102 a.. .r� s* �f;�c; R PANEL 106 PANEL 103 - 2 PANEL 107 PANEL 104 , UN 1:80 :..r¢. . ;.: T1 a MAIN POWER RISER 0 PANEL HP 225A M.L.O. NEMA 3R VA/SF MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: NIA MAIN LUGS: 225A K.A.I.0 : 10 MOUNTED: FLUSH. 3 PHASE 4 WIRE 1201208 VOLTS NAME: PANEL'107' - PROJECT NAME: SHOPPES AT RINEHART PROJECT NUMBER: 204372 FED FROM: 225A METER N 0 EN0: S CKT IDENTIFICATION WIRE/GOND O D E LOAD/PHASE 12 (KVA) CIRCUIT BREAKER 33.57 1:00 LOAD/PHASE (KVA) C 0 D E WIRE/GOND IDENTIFICATION CKT NO. N 0 T E g - 1.25 -- 2.7 f\ - 1. -Sq � ,n= 2.7 0 .� m Lu B C TRIP P P TRIP A B C 1 EM E NL LIGHTING 1 X 1 C 2# 12,1# 2E.G., 3!4 L _. .. k-�� ,..v, ,.,, r...,..- � � -tK - Z0 -- 1 1 20 - 0.54 _ .. � �� � a.. .r� s* �f;�c; R Q - RECEPTACLES - 2 N 3. LIG TING , UN 1:80 :..r¢. . ;.: 1.50 20 1 1 20 4 , q: z = _���, � ;. � E�t� 0.54 R n Z 5 LIGHTING 2#'12 '1#12E.G. 3/4"C L x .w= DISP. RECEPATCLES g C 7 LIGHTING, 2#12 1#12E14 C , E.G.,, w 1.-" .�0 .� ,xx � -� - � ,. �-1 20 1 - 1 20 '1.80 J �.r. � k .w „t _: .., �4., ,-� �:... R 3#12, i DISP. RECEPATCLES 8 g LIGHTING LIGHTING RR, 11L - 3 C 2#12,I#12E.G., /4 „ 1 E. , L T ,,:-:. , ) y 2v 0.60 ., s �.,,..:.. LO 1 1 20 :: r.us,�=,vr 1,80 „•, DISP. RECEPATCLES- <y � .,- ,..,li 0 60 -. r-,ti;ri •,. - 20 -r 20 I 1 1 1 20 20 ,�. �. � •1.80 : ,n.,,. kx 1 80 P r �; R J#12; 1#12EG., 3/d"C - RECEPTACLES E 12 13 RR LIGHTING 2#12 1#12E.G. 374"G L 0,."" M' -- DISP. RECEPATCLES 14 - _ 15 SPACE ONLY 3 r..k. i 20 1, ..g 1.80 a.,= T <, R DISP. RECEPATCLES 16 SP CE ONLY =v � _ 1 20 � 1 00 R 2#121#12E.G. 3/4"C R E C GFI R/ W 18 1$ SPACE ONLY (.O 1l- r t 1 ss ,, , 1 - 20 1.60 ka R 2#12,1#12E.G., 314"C RR/EWG GFI 20 NLY 21 ONLY ,s, 1,20 20 1 1 '1 20 20� ?_,•, 1w.._•, 1.35 1.35 O O „ 2#12 1#12E.G. 3/4 C 2#12,1#12E.G.,3/4"G INSTAHOT WH INSTAHOTWH SPACE ONLY 22 24 26 3 23 TENANTSIGN -- 2#12,1#12E.G:,314"C L„• _ 25 SPACE ONLY :.,, 27 SPACE ONLY �� �.� w x .> �,.. .:. �x ,, x Ek � h 4;z � „� . - , � SPACE ONLY . SPACE ONLY SPACE ONLY 28 30 32 n 29 SPACE ONLY 31 SPACE ONLY 33 SPACE ONLY ,� ,' t r ,°.. , ,.r•,�'. �,T w •� . _,,.: _,.,. j: 3t1 40 3 1 3 20 60 >': � � �:s � .;v � f �. z �-, r. x.58 a :a Y`t. a,.>^;'z" . S_ �, 1.50 tit, `xY^.^„^-..s% R H 2#121#12E.G. 314 C 3#41#101"C SPACE ONLY RTU RECEPT G ES A L RTU 7,5 TON ( ) 34 (' 3� 38 1 2 J SPACE O 3 PA E NLY :. n � � a s- 2 37 3g RTU (4 TON) 41 3#8,•1#10,1"C F' _ H{ 1•�1.r -j` ,. ,,. e 4. �1 >,' 4.61 s r., 6.58*, j ,,: H 4U H , €s . ` < a x k ; 6.58 H 42 I I /.0 I r.a TOTAL KVA PHASE A: 20.83 TOTAL KVA PHASE B: 20.34 TOTAL KVA PHASE C: 20.68 LIGHTING (L) RECEPTACLES.(R) AIC HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) CI:IVAFdD FACTOR. DFJvV\ND LOAD (KVA) 9.6 1.25 12 15.98 NEC 12.99 33.57 1:00 33.57 0 1.00 0 0NEG ... L� 0 0 1.25 0 2.7 1.00 2.7 1'2.3 I 13.3 1. 12.8 TOTAL CONNECTED KVA, 61.85 TOTAL CONNECTED AMPS: 1.71..68 TOTAL DEMAND KVA; 61.26 TOTAL DEMAND AMPS: 170.05 GENERAL SQUARE FOOT: 3047 LIGHTING LOAD:: 3 VA/SF LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO ' (CONNECTED VS. TABLE 220.3a, NEC 2002.) "LARGER A/C LOAD: 33:57 KVA NOTES: 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE POWER RISER NOTE; 1. 4 SETS OF 4#350 KCMIL, EAGI I IN 3" CONDUIT. 2. #3/0 COPPER CONDUCTING WOUND. SEE GROUNDING ELECTRODE DETAIL ON SHEET E301. 3. 4#4/0, 1#4E.G., IN 2-1/2" CONDUIT. 4. 4#2/0,1#6G, IN 2" CONDUIT 5. NOT USED 6. LIGHTNING ARRESTOR. 7. LIGHTING CONTACTOR CABINET IN WEATHERPROOF ENCLOSURE - FOR LIGHTING CONTACTORS. SIZE AS REQUIRED. 8. 7 -DAY, 4 -CIRCUIT PROGRAMMABLE TIME CLOCK. WEATHER PROOF ENCLOSURE, EQUAL TO INTERMATIC #ETZ0415CR. 9. PHOTOCELL K4121 OR EQUIVALENT. 10. TENANT INTERMATIC TIME CLOCK MODEL #T173120 OR EQUIVALENT. *** ALL WIRING SHALL BE COPPER ONLY, FAULT CURRENT GENERAL NOTES: 1. FOR A 500 KVA TRANSFORMER (T1) WITH A SECONDARY VOLTAGE OF 208 VOLTS, THE AVAILABLE SHORT-CIRCUIT CURRENT IS 50,241 RMS (CALCULATION BASED ON TRANSFORMER DISTANCE OF 60'-0" TO MAIN SERVICE). SYMMETRICAL AMPERES. (TRANSFORMER BASED ON A 2 % AVERAGE IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY COMPANY. 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 65,000 AMPS. METER SOCKETS SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF IT'S REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 4. THE SYSTEM SHOWN HERE IS A SERIES RATED SYSTEM AND IS COMBINATION OF FUSES/M.C.B. AND BRANCH CIRCUIT BREAKERS, THAT CAN BE APPLIED AT AVAILABLE SHORT-CIRCUIT LEVELS ABOVE THE INTERRUPTING RATING OF THE LOAD SIDE CIRCUIT BREAKERS, BUT NOT ABOVE THAT OF THE MAIN SIDE DEVICE USING SERIES -CONNECTED RATINS WILL PERMIT THE USE OF LOWER INTERRUPTING RATING BRANCH CIRCUIT BREAKERS AS LONG AS IT MEETS 2002 NEC ARTICLE 240-86(A). Vey N CD U N co O co co rn O -T LL CO O N �� C O co �- cu L O x LL_ co O O ry N N C O ob Q N N O N ~ N O IzF <Z U) 1 1 .1 z vJ ui U) U ) n�n L.� 1< A croo 1 0 j uj L I � Lu Wcn JUMMIMM&WzGz, W Q o o o ti o a `.^i cu i 1 1 1 0 i J ' L� w cu cu 1 0 .� m Lu � � Oro O 4) NO � 63 N z� ® cu O a, c ao U 0 o. W s.I U cu z N J > Z Lu ® T Q 1 U O U N co O co co rn O -T LL CO O N �� C O co �- cu L O x LL_ co O O ry N N C O ob Q N N O N ~ N O IzF <Z U) 1 1 .1 z vJ ui U) U ) n�n L.� 1< A croo 1 0 j uj L I � Lu Wcn JUMMIMM&WzGz, W Q o o o ti o 3 `.^i cu 1 0 J ' L� w cu cu N 0 .� m Lu � � Oc7 w 1 z� ® z� U O 1 r 40- 0 s.I cu T VJ IL N U N co O co co rn O -T LL CO O N �� C O co �- cu L O x LL_ co O O ry N N C O ob Q N N O N ~ N O IzF <Z U) 1 1 .1 z vJ ui U) U ) n�n L.� 1< A croo 1 0 j uj L I � Lu Wcn JUMMIMM&WzGz, W Q o o o ti o ,,._»,., •.w..,�..�iYT3"382.•' `.^i J Nt w N O Oc7 N O Q 1 N 0 UN O Lu O w r Z N Y a O cn m w 1 Z I rL cn O U z N J Lu 3 N Lu (.O 1l- c0 .3:?S4s�y.aT r .. ,,._»,., •.w..,�..�iYT3"382.•' `.^i J Nt N O Oc7 N O Q 0 UN O Lu O w r Z __- Y a O cn m w 1 Z I rL cn O U I�IiTil LIGHTING CONTACTORS. SQUARE D CLASS 8903 TYPE "LO" ELECTRICALLY HELD, 30 AMP CONTACT, WITH "V02" (120V) COILS. NUMBER OF POLES AS INDICATED BELOW EACH CONTACTOF LTG. CONTACTOR CABINET DETAIL N.T.S. ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) DISCONNECT 120V. q SEE PANEL SCHEDULE RETAIL AIR ROOF TOP UNIT SCHEDULE WP WIRE SIZE AND CONDUIT. TYPE ELECTRICAL LEGEND DISC. MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM GROUND NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. RTU HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL BACK FLOW PREVENTER TAMPER REVIEW POWER & LIGHTING PLANS AND DETAILS 1#10 NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. SWITCH, ONLY IF IT REQUIRED BY FOR ITEMS WHICH APPLY TO THIS PROJECT. DA FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE 1#10 1" a SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) co co Q JUNCTION BOX FOR PADDLE FAN, FLUSH MOUNTED, CAPABLE OF '--A � a FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE SUPPORTING 100 LB. LOAD i SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) PHOTOELECTRIC SMOKE DETECTOR JURISDICTION M z `O DISCONNECT SWITCH B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE 10013160 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES FACP SEE LIGHT FIXTURE SCHEDULE TO, CONFIRM TYPE AND MOUNTING. U)r NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. �O C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT SHUTDOWN (HORSEPOWER OR EQUIPMENT INDICATED) LA NL LIGHT FIXTURE ON EMERGENCY CIRCUIT/NIGHT LIGHT (NL) �N ti CD r LIGHT FIXTURE SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. cti THERMOSTAT. PROVIDE SINGLE LANG BOX WITH 112" C. STUBBED X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE O INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH W SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. —, MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) PROOF):. BY OTHERS PROVIDE BATTERY POWERED EMERGENCY LIGHT R TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 314" 120V FROM HOUSE PANEL 120 V. CIRCUIT SEPERATE T CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO o TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK PHONE LINES CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. a s SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. N Q a o I - IN 1I2"C TO WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) 0 COMPUTER OUTLET. MOUNT BOX O18" A.F.F. U.O.N. P SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. I TELEPHONE SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC NETWORK, a CONTROLWD. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT S O INC. (800-274-9298) DUCT SMOKE DETECTORS 48" A.F.F. U.O.N. SD F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. Op CEILING MTD. SENSOR DEVICE 3 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. ❑F FIRE ALARM PULL STATION: EDWARDS #SIGA-270 TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND FACP PANEL: SIEMEN CYRBURUS MODEL# PXL OR EQUAL I I � RECEPTACLE AND ONE COMPUTER OUTLET. TYPICAL FOR`�/� `�-/ K❑ KNOX BOX 0 WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE MF HORN/STROBE: EDWARDS #692-8A-HSW THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS FIRE ALARM RISER DIAGRAM Q ® WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. O SMOKE DETECTOR: EDWARDS #ISIGA-PS QUADPLEX FLOOR RECEPTACLE OUTLET. ® HEAT DETECTOR: EDWARDS #SIGA-HRS QUADPLEX RECEPTACLE OUTLET. QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. FACP PANEL: SIEMEN CYRBURUS MODEL 1#PXL OO DUPLEX FLOOR RECEPTACLE OUTLET. DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. EF BATH ROOM FAN LIGHT (BROAN S15OL) DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. i W a —O— STROBE GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT I �GFI ABOVE COUNTER HEIGHT U.O.N. I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI MOUNTED ABOVE COUNTER HEIGHT. U.O.N. co d' Ln ABBREVIATIONS I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI EG EQUIPMENT GROUND NL NIGHT LIGHT MOUNT AT 18" A.F.F. U.O.N. DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS IG ISOLATED GROUND PC PULL CHAIN WP WEATHERPROOF CIT CURRENT TRANSFORMER (D— SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS EC EMPTY CONDUIT EX EXISTING DEVICE TO REMAIN O SPECIAL PURPOSE RECEPTACLE OUTLET EWH ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR O JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O:N.) EWC ELECTRIC WATER COOLER AFG ABOVE FINISH GRADE Em LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED MSBIMD MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL AIH-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE ACC -CU CONDENSING UNIT NIC NOT IN CONTRACT CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. RTU ROOF TOP UNIT TYP. TYPICAL CONDUIT EXPOSED ON WALL OR CEILING. FACP FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH LB LOCK BREAKER A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. GFI GROUND FAULT INTERRUPTER ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. TTC TELEPHONE TERMINAL CABINET SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN. U.O.N. INDICATE 2 OR 3 POLE CIRCUITS. LIGHTING CONTACTORS. SQUARE D CLASS 8903 TYPE "LO" ELECTRICALLY HELD, 30 AMP CONTACT, WITH "V02" (120V) COILS. NUMBER OF POLES AS INDICATED BELOW EACH CONTACTOF LTG. CONTACTOR CABINET DETAIL N.T.S. ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) DISCONNECT 120V. q SEE PANEL SCHEDULE RETAIL AIR ROOF TOP UNIT SCHEDULE WP WIRE SIZE AND CONDUIT. TYPE TONS DISC. FIRE ALARM CONTROL PANEL GROUND CONDUIT RTU j -• HEAT DETECTOR BACK FLOW PREVENTER TAMPER 3#8 1#10 PULL -STATIONS SWITCH, ONLY IF IT REQUIRED BY 7.5 60/3160 D.E. 3#4 1#10 1" V co co Q F- 2 -F SMOKE DETECTORS THE LOCAL AUTHORITY HAVING N CD 00 i W PHOTOELECTRIC SMOKE DETECTOR JURISDICTION M z z c zoo V FACP o U)r CN cu Cn � d •� ®V FLOW SWITCH: BY OTHERS SHUTDOWN TAMPER SWITCH: BY OTHERS 3 RELAY �N ti CD r REMOTE INDICATOR cti mv fl. c V WATER GONG (WEATHER W1KEY RESET W u!+1 —, PROOF):. BY OTHERS PROVIDE o R (2) HOUSE 120V FROM HOUSE PANEL 120 V. CIRCUIT SEPERATE c o PHONE LINES FROM FACP a s RTU N Q a o I - IN 1I2"C TO w ' P _ _ I TELEPHONE BOARD 120V PLUS GRD. FROM HOUSE PANEL DUCT SMOKE DETECTORS SD SD I I FACP PANEL: SIEMEN CYRBURUS MODEL# PXL OR EQUAL I I � TYPICAL FOR`�/� `�-/ K❑ KNOX BOX RTU SUPPLY RETURN FIRE ALARM RISER DIAGRAM N.T.S. LIGHTING CONTACTORS. SQUARE D CLASS 8903 TYPE "LO" ELECTRICALLY HELD, 30 AMP CONTACT, WITH "V02" (120V) COILS. NUMBER OF POLES AS INDICATED BELOW EACH CONTACTOF LTG. CONTACTOR CABINET DETAIL N.T.S. ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) DISCONNECT 120V. q SEE PANEL SCHEDULE RETAIL AIR ROOF TOP UNIT SCHEDULE WP WIRE SIZE AND CONDUIT. TYPE TONS DISC. WIRE GROUND CONDUIT RTU 4 60/3140 D.E. 3#8 1#10 .1°. RTU 7.5 60/3160 D.E. 3#4 1#10 1" V co co Q F- �_ Lr) c MECH. EQUIPMENT POWER RISER DETAIL N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 314" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 3" EMPTY CONDUIT RUN 1" CONDUIT TO TO PROPERTY LINE EACH RETAIL SPACE. TURNED UP AND CAP - MAX. (2) 90 DEGREE W/ PULL CORD INSIDE RUN 112" CONDUIT BENDS PER RUN. 8 BELOW GRADCE MIN. VERIFY LOCATION WI TELEPHONE CO. RUN APPROX. 20 FT. OF #6 AWG INSULATED GROUND WIRE FROM TELEPHONE COMPANY PROTECTOR TO POWER GROUND ROD. TELEPHONE COMPANY INSTALLER TO VERIFY CONTINUITY FROM PROTECTOR TO SOURCE IF POWER GROUND SOURCE IS NOT AVAILABLE, CONSULT WITH THE TELEPHONE COMPANY REP. TELEPHONE TERMINAL CABINET DETAIL N.T.S. SERVICE EQUIPMENT NEUTRAL* ----EQUIPMENT BUS GROUNDING BUS BUILDING STEEL FULL SIZED GROUNDING ELECTRODE FULL CONDUCTOR (PER NEC TABLE 250-66) SIZE No. 4 COPPER MINIMUM -UNDERGROUND WATER 314" x 20' COPPER CLAD GROUND RODS. CONCRETE -ENCASED ELECTRODE _ a - GROUND RING SEE NOTE #5 No. 6 COPPER MINIMUM NOT LARGER THAN CONDUCTOR USED FOR GROUND RING GROUNDING ELECTRODE CONDUCTOR DETAIL N.T.S. (ARTICLE -250.52 (A) (4), NEC 2002) 1. FULL SIZE GROUND MEANS THAT GROUND CONDUCTOR SIZE SHALL BE AS SHOWN ON SERVICE EQUIPMENT ON THE POWER RISER DIAGRAM. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 5 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. 4 GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 112 INCH DIAMETER, OR OF AT LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. A GROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, IN DIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED. I ) N 4� N r Q � .l • U •. U V co co Q F- �_ Lr) c N CD 00 i W CL -� M z z c zoo V r o o U)r CN cu Cn � d •� ®V _O FL CC) 3 cd ;_qCN �N ti CD r cti mv fl. c V cd O XLL L W u!+1 —, Q o Q N co c o w a s N Q a o I - a w ' P _ _ I I ) N 0 r Q � ca � ' W000 •. U Qi (u s F- �_ Lr) c R7 N M W CL -� I ) 0 � I i VV -o cu 3 0 M c � T_ R7 N M W CL -� idCLLL z z ® zoo V r o o U)r CN cu Cn � d 3 W I ) N Qo L0 O M WCD z 3 0 3 W Z mv Ln 0 Lu W z Q o co 0 w ' U W a I L ryN co d' Ln CO I-- oO N O M WCD N 3 0 3 W Z mv Lu W z co �i 3 T _._. _ _____... __ _ _ . _� REFERENCES UTILIZE THE FOLLOWING ABBREVIATIgNS AND DEFINITIONS FOR DISCERNMENT WITHIN THE DRAWINGS AND SPECIFICATIONS. NEC NATIONAL ELECTRICAL CODE OSHA OCCUPATIONAL SAFETY AND HEALTH ACT ANSI AMERICAN NATIONAL STANDARDS INSTITUTE NFPA NATIONAL FIRE PROTECTION ASSOCIATION ASA AMERICAN STANDARDS ASSOCIATION IEEE INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL UNDERWRITERS' LABORATORIES, INC. IES ILLUMINATING ENGINEERING SOCIETY ICEA INSULATED CABLE ENGINEERS ASSOCIATION ASTM AMERICAN SOCIETY OF TESTING MATERIALS ETL ELECTRICAL TESTING LABORATORIES, INC. CBM CERTIFIED BALLAST MANUFACTURERS . I . EIA ELECTRONIC INDUSTRIES ASSOCIATION SECTION 16010 GENERAL PROVISIONS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS TO PROVIDE A COMPLETE WORKING SYSTEM READY FOR THE OWNER'S OPERATION. ANY ITEM NOT SPECIFICALLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPEC'S BUT IS NORMALLY REQUIRED TO CONFORM WITH THE INTENT, ARE TO BE CONSIDERED A PART OF THE CONTRACT. - THE INTENT OF THESE DRAWINGS IS NOT TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND ITEMS FOR A COMPLETE ELECTRICAL SYSTEM. IF THE CONTRACTOR HAS QUESTIONS, OR IN THEIR OPINION FINDS OMISSIONS OR ERRORS ON THE ELECTRICAL DRAWINGS, IT IS THEIR RESPONSIBILITY TO BRING IT TO THE ATTENTION OF THE ELECTRICAL ENGINEER/ARCHITECT IMMEDIATELY. IF CONTRACTOR PROCEEDS WITH ANY CHANGES TO THE CONTRACT DOCUMENTS WITHOUT WRITTEN PRIOR APPROVAL FROM THE ELECTRICAL ENGINEER/ARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIALS USED SHALL BEAR THE UNDERWRITER'S LABORATORY, INC. LABEL PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (U.O.N.) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, N.F.P.A., NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE N.E.C. EQUIPMENT, AND WHERE APPLICABLE, WILL BE LISTED WITH THE UNDERWRITERS LABORATORIES INC., THE NATIONAL ELECTRICAL SAFETY CODE, LIFE SAFETY CODE, AND THE OCCUPATIONAL SAFETY AND HEALTH ACT. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE DRAWINGS AND SPEC'S SHALL NOT BE REDUCED BY THE ABOVE MENTIONED CODES. ALL EQUIPMENT SHALL BE EQUAL TO OR EXCEED THE MINIMUM REQUIREMENTS OF NEMA, IEEE, AND UL. SHOULD ANY CHANGE TO THE DRAWINGS OR SPECIFICATIONS BE REQUIRED TO COMPLY WITH GOVERNMENTAL REGULATIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT ENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. ARCHITECT/ ALL LOCAL FEES, PERMITS, AND REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY OF PROPERTY DAMAGE OR THE DURATION OF THE WORK, AND SERVICES OF INSPECTION AND TESTING AUTHORITIES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. THE CONTRACTOR SHALL INCLUDE IN HIS BID ANY COSTS TO BE INCURRED RELATIVE TO POWER SERVICE (PRIMARY AND/OR SECONDARY) AND TELEPHONE SERVICE. CONTRACTOR SHALL COOPERATE FULLY WITH THE LOCAL COMPANIES WITH RESPECT TO THEIR SERVICES. BIDDERS ARE TO SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK BY VISITING THE SITE AND FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS. THE SUBMISSION OF A BID WILL BE EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN BY AN EXAMINATION OF THE SITE PRIOR TO THE BID WILL NOT BE ALLOWED. ALL WORK TO BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER, AND BE INSTALLED BY A LICENSED ELECTRICAL CONTRACTOR. CERTAIN MATERIALS WILL BE PROVIDED BY OTHER TRADES. EXAMINE THE CONTRACT DOCUMENTS TO ASCERTAIN THESE REQUIREMENTS. CAREFULLY CHECK SPACE REQUIREMENTS WITH OTHER TRADES AND THE PHYSICAL CONFINES OF THE AREA TO INSURE THAT ALL MATERIAL CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO INCLUDING FINISHED SUSPENDED CEILINGS. MAKE MODIFICATIONS THERETO AS REQUIRED AND APPROVED. TRANSMIT TO OTHER TRADES ALL INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE SECTIONS IN AMPLE TIME FOR INSTALLATION. THE CONTRACTOR SHALL ORDER THE PROGRESS OF HIS WORK TO CONFORM TO THE PROGRESS OF THE WORK OF THE OTHER TRADES AND SHALL COMPLETE THE ENTIRE INSTALLATION AS SOON AS THE CONDITIONS OF THE BUILDING WILL PERMIT. ANY CU3T RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION 311ALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO EE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACENIENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR THE SHIPPING AND STORING OF ALL PRODUCTS AND MATERIALS IN A MANNER THAT WILL PROTECT THEM FROM DAMAGE AND WEATHER. IF ITEMS ARE DAMAGED, TAKE IMMEDIATE STEPS TO OBTAIN REPLACEMENT OR REPAIR. ANY SUCH REPAIRS SHALL DE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIAL? IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECT/ENGINEER UNTIL INSTALLED. STORE ALL ITEMS SUBJECT TO MOISTURE DAMAGE IN DRY, HEATED SPACES. PROVIDE SUPPORTS, HANGERS AND AUXILIARY STRUCTURAL MEMBERS REQUIRED FOR SUPPORT OF THE WORK. FURNISH AND SET ALL SLEEVES FOR PASSAGE OF RACEWAYS THROUGH STRUCTURAL. MASONRY AND CONCRETE WALLS OF FLOORS AND ELSEWHERE AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH RACEWAY PASSING THROUGH BUILDING SURFACES. iF WALL MOUNTED EQUIPMENT IS TO BE SECURED TO WALLS THE USE OF STEEL BOLTS ARE TO BE USED TO MAINTAIN AT LEAST 1" AIR SPACE BETWEEN EQUIPMENT AND SUPPORTING WALL. GROUPS OF EQUIPMENT MAY BE MOUNTED ON ADEQUATELY SIZED STEEL ANGLES, CHANNELS, OR BARS. PREFABRICATED STEEL CHANNELS PROVIDING A HIGH DEGREE OF MOUNTING FLEXIBILITY, SUCH AS THOSE MANUFACTURED BY GLOB-STRUTT, KINDORF, AND UNISTRUT, MAY BE USED FOR MOUNTING GROUPS OF EQUIPMENT. AN ACCURATE RECORD OF ALL DEVIATIONS SHALL BE KEPT AS TO THE WORK SHOWN ON THE DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED SO THAT A SET OF AS BUILT DRAWINGS CAN BE MADE BY CONTRACTOR, WERE UPON COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE OWNER, A NEAT AND LEGIBLE SET OF PRINTS CAN BE DELIVERED. THE CONTRACTOR SHALL GUARANTEE ALL MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE BY THE OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE SPECIFIED. WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES THAT OCCUR DURING THE GUARANTEE PERIOD AT NO ADDITIONAL COST TO THE OWNER, ALL TO THE SATISFACTION OF THE OWNER. OBTAIN SIMILAR GUARANTEES FROM SUBCONTRACTORS, MANUFACTURERS, SUPPLIERS AND SUBTRADE SPECIALISTS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AT THE SITE PRIOR TO TH WITH CONSTRUCTION E T LOCAL POWER COMPANY TO RELATE WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNERS SCHEDULE. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR SUBSTITUTION OF MATERIALS OR EQUIPMENT SUCH AS SITE LIGHTING, LIGHT FIXTURES, SWITCHGEAR, WIRING DEVICES, EMERGENCY GENERATOR/TRANSFER EQUIPMENT, AND ALL SYSTEMS (FIRE ALARM, SECURITY ETC.) TEN (10) DAYS PRIOR TO BID DATE (TWO COPIES) FOR ENGINEER'S APPROVAL TO SUBMIT. ENGINEER'S APPROVAL OF THE PRIOR APPROVAL PACKAGE WILL BE CONSIDERED PRELIMINARY. FINAL APPROVAL WILL BE CONTINGENT UPON REVIEW OF FINAL SHOP DRAWINGS. ALL PROPOSED ALTERNATES MUST BE INDUSTRY STANDARD EQUALS TO THE ITEMS SPECIFIED AS THE BASIS OF DESIGN; HOWEVER, IF THE ITEMS ARE NOT CONSIDERED EQUAL BY THE ENGINEER, IT SHALL BE DISAPPROVED FOR FINAL SUBMITTAL. IF ELECTRICAL CONTRACTOR/GENERAL CONTRACTOR DOES NOT SUBMIT SHOP DRAWINGS TO THE ELECTRICAL ENGINEER FOR ITEMS LISTED ABOVE, ELECTRICAL ENGINEER WILL NOT BE RESPONSIBLE FOR ANY, AND OR OMISSIONS OR ERRORS DUE TO SHOP DRAWINGS NOT SUBMITTED. SHOP DRAWINGS WILL ONLY BE REVIEWED TWICE AS PART OF THIS CONTRACT. ADDITIONAL SHOP DRAWING REVIEWS SHALL BE INVOICED AT $85.00 PER HOUR, BILLABLE TO THE SUB -CONTRACTOR, C.O.D. ALTERNATE SITE FIXTURES SHALL INCLUDE A COMPUTER GENERATED POINT-TO-POINT PHOTOMETRIC CALCULATION BASED ON THE PLANS (FIXTURE CHARACTERISTICS AND POLE PLACEMENT SHALL NOT BE ALTERED). THIS DIAGRAM SHALL SHOW COMPOSITE VALUES OF THE ILLUMINANCE PROJECTED FROM THE ARRANGEMENT OF LIGHT SOURCES AS SHOWN ON PLAN. COMPUTER PLOT DIAGRAM SHALL ALSO SHOW THE LOCATIONS OF THE POLES, SPACING BETWEEN POLES, THE MOUNTING HEIGHT USED IN THE CALCULATIONS, AND THE FIXTURE CATALOG NUMBER BEING USED. A COMPLETE SET OF CONTRACT DRAWINGS SHALL BE MAINTAINED AT THE JOB SITE WITH COLORED MARKINGS INDICATING PROGRESS OR WORK. THIS SET OF CONTRACT DRAWINGS IS TO BE SEPARATE FROM AND IN ADDITION TO CONTRACTOR'S CONSTRUCTION SET. EVERY UNIT OF EQUIPMENT, DEVICE, CONDUIT AND WIRE IS TO BE MARKED WHEN INSTALLED. USE GREEN TO INDICATE INSTALLATION AS SHOWN ON DRAWINGS AND USE RED TO INDICATED FIELD CHANGES. UPON COMPLETION OF WORK, THIS SET OF CONTRACT DRAWINGS IS TO BE TURNED OVER TO, AND BECOME PROPERTY OF THE ARCHITECT/ENGINEER. THE OWNER RESERVES THE RIGHT TO REVISE THE DRAWINGS FROM TIME TO TIME TO INDICATE CHANGES IN THE WORK. WHEN REVISED DRAWINGS AND/OR ANY REVISIONS ARE ISSUED, THE CONTRACTOR SHALL EVALUATE THE CHANGES PROMPTLY. BEFORE INSTALLATION OF ANY ITEM OR PERFORMANCE OF THE WORK INDICATED BY THE REVISED DRAWING OR REVISIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING THAT THE REVISED DRAWINGS INVOLVE AN ADDITION OR DEDUCTION OF A SPECIFIC AMOUNT OF MONEY TO THE CONTRACT PRICE. THE CONTRACTOR SHALL NOT PROCEED WITH THE REVISED WORK WITHOUT PRIOR WRITTEN APPROVAL BY THE ARCHITECT/ENGINEER/OWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEER/ARCHITECT AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE RATINGS BEFORE ORDERING. FURNISH AND INSTALL DISCONNECT SWITCHES, WIRING AND CONNECTIONS ON AIR CONDITIONING SYSTEMS AS SHOWN ON PLANS. ELECTRICAL CONTRACTOR SHALL VERIFY AND COORDINATE WITH MECHANICAL CONTRACTOR REGARDING SUPPLY AND INSTALLATION OF ALL REQUIRED CONTROLS. SECTION 16110 RACEWAYS AND BOXES STANDARDS EXCEPT AS MODIFIED BY GOVERNING CODES AND BY THE CONTRACT DOCUMENTS, COMPLY WITH THE LATEST APPLICABLE PROVISIONS AND LATEST RECOMMENDATIONS OF THE FOLLOWING: 1. RIGID STEEL CONDUIT a) U.L. STANDARD UL -6 b) A.N.S.I. C80-1 c) FEDERAL SPECIFICATION WW -C-581 E 2. INTERMEDIATE METALLIC CONDUIT a) U.L. STANDARD UL -1242 b) FEDERAL SPECIFICATION WW -C-581 E 3. ELECTRICAL METALLIC TUBING a) U.L. STANDARD UL -797] b) A.N.S.I. C80-3 c) FEDERAL SPECIFICATION WW -C-563 4. FLEXIBLE STEEL CONDUIT a) U.L. STANDARD UL -1 5. LIQUID TIGHT FLEXIBLE CONDUIT a) U.L. STANDARD UL -360 6. NON-METALLIC CONDUIT a) U.L. STANDARD UL -651 b) A.N.S.I. STANDARD F512 c) N.E.M.A. STANDARD TC -2 d) FEDERAL SPECIFICATIONS GSA -FSS AND W -C -1094-A 7. - WIREWAYS AND AUXILIARY GUTTERS a) U.L. STANDARD UL -870 DO NOT USE ALUMINUM CONDUIT FOR ANY PURPOSES. ELECTRICAL SPECIFICATIONS SPECIFICATIONS HAVE BEEN WRITTEN WITH THE INTENT OF VARIOUS EQUIPMENT BEING INSTALLED. NOT ALL EQUIPMENT MAY BE REQUIRED ON THIS PROJECT. REVIEW POWER, UGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS. PROJECT. - RACEWAY TYPES SECTION ' 16140 STANDARD THREADED RIGID STEEL CONDyjr WIRING DEVICES 1. RIGID CONDUIT HEAVY WALL GALVARIIZED. i 2. THREADED TYPE FITTINGS: ERICKSOFj COUPLINGS WHERE THREADED CANNOT BE USED. EXECUTION INTERMEDIATE METALLIC CONDUIT SWITCHES 1. LIGHT WEIGHT RIGID STEEL CONDUIT.I 1 j i 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. 1. PROVIDE SPECIFICATION GRADE, FLUSH MOUNTING, QUIET- OPERATING AC TYPE, WITH TOGGLE OPERATOR, HEAT -RESISTANT PLASTIC HOUSING AND SELF GROUNDING METAL STRAP. SILVER OR SILVER ALLOY CONTACT. DESIGN FOR SIDE OR BACK ELECTRICAL METALLIC TUBING I .. WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS -896E. USE 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR SINGLE -POLE, DOUBLE -POLE, 3 -'PLAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. COUPLINGS AND CONNECTORS: 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2- a) INDOOR AND TWO (2") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SET -SCREW TYPE FITTINGS. AND NOT MORE THAN 18" FROM TRIM. VERIFY EXACT LOCATION WITH THE ARCHITECT. b) 2 1/2" SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT 3. INDENT TYPE FITTINGS SHALL NOT BE USED. SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. U 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. RECEPTACLES FLEXIBLE STEEL CONDUIT1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION..ON BOTTOM. 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INS&"AND OUTSIDE, ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE FORMING SMOOTH INTERNAL WIRING CHANNEL 2. MAXIMUM LENGTH: (SIX 6) FEET.1. MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY .. .. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED PASS & SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND AS REQUIRED, PROVIDE CONNECTORS WITH INSULATING BUSHINGS. PLATES SHALL BE DICTATED BY'ARCHITECT/OWNER. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. N A. SWITCHES: LEVITON #CSB1-201 . LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT B. RECEPTACLES: LEVITON #BR20--1 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. C. COVER PLATES: SMOOTH PLASTIC 2. CAST MALLEABLE IRON BODY AND GLAND NUT, CADMIUM PLATED WITH ONE-PIECE BRASS GROUNDING BUSHINGS WHICH TREAD TO INTERIOR OF CONDUIT. SPIRAL MOLDED VINYL SEALING RING BETWEEN GLAND NUT AND BUSHING AND NYLON INSULATED 'IFIROAT. NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE.. NON-MATALLIC RACEWAY GROUND FAULT INTERRUPTERS 1. COMPOSED OF POLYVINYL CHLORIDE SUITABLE FOR 90 DEGREES C. 2. RACEWAY, FITTINGS, AND CEMENT MUST BE PRODUCED BY THE SAME MANUFACTURER WHO MUST HAVE HAD 1. SWAB ALL CONDUITS CLEAR OF MOISTURE A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. MATERIALS MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 3/4" GALVANIZED RIGID STEEL CONDUIT OR SCHEDULE 40 PVC. THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RE?TROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS. ALL OTHER RACEWAYS TO COMPLY WITH GOVERNING CODES. WHERE RIGID STEEL CONDUIT IS USED, IT SHALL BE COMPLETELY COATED WITH AN ALKALI AND RUST RESISTANT BITUMASTIC PAINT, KOPPER NO. 50, AND THREADS SHALL BE COATED WITH ZINC CHROMATE. RIGID STEEL SHALL ALSO BE USED WHEN CONDUIT IS EXPOSED TO EXTERIOR ENVIRONMENT SUCH AS EXTERIOR OF BUILDING OR WHERE IT IS EXPOSED AND SUBJECT TO DAMAGE, INSIDE OF SECTION 1 61 95 BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. ELECTRICAL IDENTIFICATION RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, PRODUCTS NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE NAMEPLATES CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS POSSIBLE. BUT NOT LESS THAN 1'-O" ABOVE HUNG CEILINGS. 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPER CASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW LETTERING. OR BEND. 3. ALL NAMEPLATES SHALL BE ENCRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. OUTLET, JUNCTION, AND PULL BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLLT AND JUNCTION BOXES, IN INDOOR LOCATIONS, WHERE EXPOSED TO CABLE TAGS AND WIRE IDENTIFICATION LABELS MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 1. CABLE TAGS SHALL BE FLAMEPRGBF SECURED WITH NYLON TIES. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 2. WIRE MARKERS SHALL BE PREPRIPiGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 4. TAPERED THREADS FOR HUBS. 3. LABEL DESIGNATIONS, NOMINAL S`f3TEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BO�ES- GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL EXECUTION a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (4") INCHES, OCTAGONAL OR SWITCHBOARDS. SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 2. SWITCH AND RECEPTACLE BOX, INDOORS 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION a) , NOMINAL FOUR (4") INCH SQUARE, 1-1/2" OR 2-1/8" DEEP AS REQUIRED, WITH RAISED COVER UNLESS INDICATED C ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. OTHERWISE INDICATED ON DRAWINGS. AWINGS. GANGABLE BOXES SHALL NOT BE USED. 2. PROVIDE ON EACH MAIN SWITCH AJN IDENTIFYING NAMEPLATE. 3. TELEPHONE OUTLET BOX,INDOOR§ a) NOMINAL FOUR (4") INCH SQUARE, 2-1/8" DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON PANELBOARDS DRAWINGS, GANGABLE BOXES yIIALL NOT BE USED. 4. LIGHTING FIXTURE BOX a) FOUR (4") INCH OCTAGON 'WITH 3/8" FIXTURE STUD. 1. FURNISH AND INSTALL A NAMEPLATEFOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION b) FOR SUSPENDED CEILING WORK, FOUR (4") INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, INDICATED ON THE DRAWINGS. MOIJ� T AT TOP OF PANEL. INDICATED AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE DISCONNECT SWITCHES CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED.1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH BACK-TO-BACK OUTLETS IN THE SAME WE\LL, OR 'THRU-WALL" TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE THE DISCONNECT SERVES. (12") INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE `SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (2,j.") INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALL TO MAINTAIN FIRE RATING SECTION 16431 SWITCHBOARDS ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHED. 40 P.V.C. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-MATALLIC TUBING, AND FLEXIBLE METAL PRODUCTS CONDUIT USED FOR BRANCH CIRCUITING. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR APPROVED MANUFACTURERS AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. 1. ALL SWITCHBOARDS ARE TO BE dF THE SAME MANUFACTURER AS THE PANELBOARDS 2. SUBJECT TO COMPLIANCE WITH RL-.QUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: SECTION 16120 a SQUARE D WIRE AND CABLE b) CUTLER -HAMMER ELECTRIC PRODUCTS d) SEMENS TE CONDUCTOR RATINGS 1. ELECTRICAL GRADE ANNEALED COPPER, TINNED IF RUBBER INSULATED, AND FABRICATED IN ACCORDANCE WITH ASTM STANDARDS. MINIMUM SIZE #12 FOR BRANCH CIRCUITS AND #14 FOR CONTROL WIRING. 1. THE ASSEMBLY SHALL BE RATED 10 WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. STRANDING 1. #12 AND #10 SOLID. ENCLOSURES 2. CABLES LARGER THAN #10, STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS. 3. CONTROL WIRES STRANDED IN ACCORDANCE WITH ASTM CLASS B STRANDING DESIGNATIONS 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. INSULATED SINGLE CONDUCTORS 2. PROVICE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. 1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION. NYLON JACKET RATED FOR 90 C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. FINISH 2. USE TYPE THHN/THWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED COLOR CODING WITH A RUST -INHIBITING PHOSPHATIZ D COATING. COLOR AND FINISH 0F INDOOR SWITCHBOARDS SHALL BE ANSI 61 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: - LIGHT GRAY. a) 120/208 VOLTS CODE 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. i) PHASE A - BLACK ii) PHASE B - RED SECTION 16450 iii) PHASE C - BLUE GROUNDING iv) NEUTRAL - WHITE V) GROUND -GREEN SUBMITTALS b) 277/480 VOLT CODE i) PHASE A - BROWN 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. ii) PHASE B - ORANGE iii) PHASE C - YELLOW iv) NEUTRAL - WHITE PRODUCTS V) GROUND -GREEN MATERIALS 2. COLOR -CODE WIRING FOR CONTROL SYSTEMS INSTALLED IN CONJUNCTION WITH MECHANICAL AND/OR MISCELLANEOUS EQUIPMENT IN ACCORDANCE WITH THE WIRING DIAGRAMS FURNISHED WITH THE EQUIPMENT. 1, GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED DRAWINGS. BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY. MOLTEN WELDING PROCESS. CONNECTORS b) DIAMETER: 5/8 INCH. USE 3/4 INCH FOR ROCKY SOIL. c) LENGTH: 10 FEET. 1. MAKE CONNECTIONS, SPLICES, AND TAPS AND JOINTS WITH SOLDERLESS DEVICES, MECHANICALLY AND ELECTRICALLY SECURE. PROTECT EXPOSED WIRES AND CONNECTING DEVICES WITH ELECTRICAL TAPE OR INSULATION TO PROVIDE GENERAL PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR: 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. GROUNDING SYSTEMS THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE EXECUTION REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE WIRE AND CABLE BUT IS NOT LIMITED TO, FANS, PUMPS, CHILLERS, ETC. 5. PVC CONDUITS AND PORTIONS OF METALLIC PIPING AND DUCT SYSTEMS WHICH ARE ISOLATED BY FLEXIBLE CONNECTIONS, 1. USE # 12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 SEPARATE GROUNDING CONDUCTOR. AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE SEPARATELY DERIVED SYSTEMS UNDERWRITERS' LABORATORIES LISTED CONNECTORS RATED TO 600 VOLTS FOR GENERAL USE AND 1,000 VOLTS FOR USE BETWEEN BALLASTS AND LAMPS OR GASEOUS DISCHARGE FIXTURES. 1. -EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC. OR AN ALTERNATE GROUNDING MEANS. BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. GENERAL INSTALLATION 3. A SEPARATE GROUND CONDUCTOR SHALL BE INSTALLED IN EVERY CONDUIT AND RACEWAY AND SECURELY BONDED IN AS APPROVED GROUNDING TERMINAL AT BOTH ENDS OF THE RUN. THE GROUNDING CONDUCTOR SHALL BE SIZED 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL SPLICES AND TERMINATION. CONDUCTOR. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. ISOLATED GROUND RECEPTACLES b) TAKE PRECAUTIONS TO AVOID ENTRANCE OF DIRT AND WATER INTO CONDUIT AND DUCTS. c) CLEAN EXISTING CONDUITS AND DUCTS TO REMOVE ANY PULLING COMPOUND PRIOR TO PULLING NEW CABLES. 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS f) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. IN A COMMON RACEWAY. g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. NOT BE EXCESSIVE AND CONDUCTORS WILL NOT TOUCH SHARP EDGES; USE FEEDING TUBE WHERE REQUIRED. h) FOR LARGE DIAMETER CABLES, UTILIZE PROPERLY SIZED PULLING GRIPS. GROUND CONDUCTORS i) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. SECTION 16460 NOT USED ON THIS PROJECT 2. TEST FINAL EQUIPMENT CONNECTIONS FOR CONTINUITY OF GROUNDS AND SHORT CIRCUITS. 3. INSULATION RESISTANCE OF FEEDERS AND SUBFEEDERS. a) TEST WITH MEGGER FOR INSULATION RESISTANCE. b) CORRECT FAULTS AND REPLACE SECTIONS WITH FAULTY INSULATION. c) DEMONSTRATE INSTALLATION IS FREE OF GROUNDS AND SHORT CIRCUITS AND THAT INSULATION RESISTANCE COMPLIES WITH ICEA VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING: ^ __, �__s - _ l�.�-.-...�._,r.,. - _ - - - -- - --- - _ _. _ - _ _ __ ,-- -__ J SECTION 1640 PANELBOARDS GENERAL 1. ALL SWITCHGEAR; PANELS, STARTERS, CONTACTORS ETC., SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER, THE SYSTEM DESIGN IS BASED ON SQUARE "D"; HOWEVER, COMPARABLE EQUIPMENT BY G.E., & SEIMENS ONLY WILL BE ACCEPTABLE ALTERNATES. TANDEM AND HALF -SPACE CIRCUIT BREAKERS SHALL NOT BE USED. 2. ALL ELECTRICAL PANELS INDICATED ON THESE DRAWINGS ARE DESIGNED AND SERIES RATED, AS PER SQUARE 'b" SPECIFICATIONS. IF AN ALTERNATE MANUFACTURER IS SUBSTITUTED, IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO PROPERLY SERIES RATE ALL PANELS. 3. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED TO INSIDE SURFACE OF EACH PANELBOARD DOOR, CLEARLY INDICATING AREA AND TYPE OF LOAD SERVED BY EACH BRANCH CIRCUIT PROTECTIVE DEVICE, INCLUDING SPARES. HAND PRINTED WILL NOT BE ACCEPTED. 4. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. EXECUTION INSTALLATION 1. MOUNT ALL PANELS AT A MAXIMUM HEIGHT OF 6 FEET 6 INCHES TO TOP UNLESS OTHERWISE NOTED. 2. WHERE FLUSHED MOUNTED, THE FIRE INTEGRITY OF THE WALL IN WHICH IT IS INSTALLED MUST BE MAINTAINED. 3. NEATLY ARRANGE BRANCH CIRCUIT WIRES AND TIE TOGETHER IN EACH GUTTER WITH THOMAS & BETTS NYLON "TY -RAPS", OR APPROVED EQUAL AT MINIMUM 4 INCH INTERVALS. 4. PLUG ALL KNOCKOUTS REMOVED AND NOT UTILIZED. 5. PROVIDE NAMEPLATE AND FILL OUT PANEL DIRECTORY. FOR REMODAL WORK OR CHANGES, TRACE CIRCUITS TO DETERMINE LOADS AND PROVIDE NEW UPDATED DIRECTORY. TOUCH UP AND CLEANING 1. VACUUM ALL BACKBOXES CLEAN OF DEBRIS AFTER INSTALLATION AND PRIOR TO CONTRACT CLOSEOUT, 2. TOUCH UP SCRATCH MARKS, ETC. WITH MATCHING PAINT. SECTION 16475 FUSES 600V AND LESS GENERAL 1. ALL FUSES FOR SAFETY SWITCHES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE THOSE MANUFACTURED BY EITHER BUSSMAN OR LITTLEFUSE. THE CONTRACTOR SHALL FURNISH TO THE OWNER ONE SPARE FUSE FOR EACH SIZE AND TYPE OF FUSE INSTALLED. FUSES 600 AMPS OR LESS SHALL BE CLASS RK1, TYPICAL UNLESS OTHERWISE NOTED. FUSES OVER 600 AMPS SHALL BE CLASS "L". INSTALLATION 1. FUSES SHALL NOT BE INSTALLED UNTIL EQUIPMENT IS READY TO BE ENERGIZED. 2. PROVIDE AND INSTALL FUSES OF PROPER TYPE, VOLTAGE AND AMPERE RATINGS FOR ALL FUSIBLE DEVICES FURNISHED. 3. LABELS a) APPLY APPROPRIATE LABEL WITHIN EACH SWITCH, MOTOR STARTER, OR PANEL BOARD DOOR OR AT LOCATION NEXT TO FUSE CLIPS, WHERE FUSES SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FILL-IN IN INK BLANK SPACES ON LABELS FOR NON-STANDARD FUSES WITH APPROPRIATE FUSE DATA. SECTION 16476 DISCONNECT SWITCHES GENERAL 1. DISCONNECT SWITCHES SHALL BE H.P. RATED, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE, ENCLOSURES SHALL BE AS REQUIRED BY N.E.C. AND LOCATION (WEATHERPROOF, EXPLOSIONS PROOF, ETC.). ENGRAVED LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL DISCONNECT SWITCHES, CONTACTORS AND STARTERS. SECTION 16500 LUMINAIRES AND ACCESSORIES PRODUCTS LUMINAIRES 1. ACCEPTABLE MANUFACTURERS ARE LISTED IN THE LIGHTING FIXTURE SCHEDULE SHOWN ON THE DRAWINGS. 2. THE DESIGNATI01,15 INDICATED ON THE LIGHTING FIXTURE SCHEDULE ARE A DESIGN SERIES REFERENCE (NOT NECESSARILY A COMPLETE CATALOG NUMBER) AND DO NOT NECESSARILY REPRESENT THE NUMBER, SIZE, VOLTAGE, WATTAGE, TYPE OF LAMP, BALLAST, FINISH TRIM, CEILING TYPE, MOUNTING HARDWARE OF SPECIAL REQUIREMENTS AS SPECIFIED HEREINAFTER ON AS REQUIRED BY THE PARTICULAR INSTALLATION(S) AND CODE. CONTRACTOR SHALL VERIFY THESE REQUIREMENTS AND OTHER FIXTURES AS REQUIRED TO GIVE PROPER INSTALLATION PER THE CONTRACT DOCUMENTS AND PER CODES. BALLASTS 1. IT IS PREFERRED THAT ALL BALLASTS SHALL BE OF THE SAME MANUFACTURER. EVERY EFFORT SHALL BE MADE TO ELIMINATE BALLASTS FROM MULTIPLE MANUFATURERS. BALLASTS WITHIN LUMINAIRES OF A GIVEN TYPE MUST HOWEVER BE OF THE SAME MANUFACTURER. MULTIPLE MANUFACTURERS WILL NOT BE PERMITTED. 2. APPROVED MANUFACTURERS. a) GENERAL ELECTRIC b) MOTOROLA c) MAGNETEK FABRICATION 1. PROVIDE LUMINAIRES, COMPLETE FACTORY -ASSEMBLED AND WIRED AND EQUIPPED WITH NECESSARY SOCKETS, BALLASTS, WIRING, REFLECTORS, CHANNELS, LENSES, ETC., AND DELIVER TO JOB READY FOR INSTALLATION. MATERIALS 1. PROVIDE BALLASTS WITH VOLTAGE CHARACTERISTICS TO MATCH THAT OF ALL RELATED CIRCUITRY INDICATED ON DRAWINGS. NO EXTRA COMPENSATION WILL BE ALLOWED FOR FAILURE TO PROPERLY COORDINATE BALLAST VOLTAGE WITH CIRCUITRY. 2, BALLASTS FOR CONTROL OF LAMPS IN ONE HOUSING OR FIXTURE UNIT SHALL NOT CONTROL LAMPS OF AN ADJOINING UNIT. 3. GUARANTEE BALLAST FOR ONE FULL YEAR AND ONE YEAR PRORATED AS PER STANDARD MANUFACTURER'S WARRANTY AGAINST DEFECTS FOR A PERIOD OF 2 YEARS. GUARANTEE TO INCLUDE REPLACING DEFECTIVE BALLAST WITH NEW BALLAST. LAMPS 1. PROVIDE A COMPLETE SET OF NEW LAMPS IN EACH FIXTURE. 2. UNLESS NOTED OTHERWISE LAMPS MUST CONFORM TO THE FOLLOWING: a) FLUORESCENT: T-8, 35K COLOR. b) INCANDESCENT: "A" LAMPS TO BE INSIDE FROSTED RATED AT 130 VOLTS. c) LOW VOLTAGE: MR -16. EXECUTION INSTALLATION 1. INSTALL LUMINAIRES IN MECHANICAL AND UNFINISHED AREAS AFTER DUCTWORK AND PIPING INSTALLATION. ADJUST FIXTURE .LOCATIONS TO PROVIDE THE BEST LIGHTING FOR EQUIPMENT ACCESS AND SERVICE LOCATIONS. LOCATE FIXTURES 8 FEET 6 INCHES ABOVE FLOOR, OR AT SUITABLE LOCATIONS WITHIN SPACE ON WALLS BUT NOT LOWER THEN 7'-O" A.F.F. 2. THE CONTRACTOR SHALL PROTECT LUMINAIRES FROM DAMAGE DURING INSTALLATION OF SAME AND UP TO THE TIME OF ACCEPTANCE. ANY BROKEN LUMINAIRES, GLASSWARE, PLASTICS, LAMPS ETC., MUST BE REPLACED BY THE CONTRACTOR WITH NEW PARTS, WITHOUT ANY ADDITIONAL EXPENSE TO THE OWNER. 3. WHERE BALLASTS ARE FOUND TO BE PRODUCING EXCESSIVE NOISE THEY SHALL BE REPLACED. 4. INSTALL EXIT LIGHT AS INDICATED ON THE DRAWINGS BUT NOT HIGHER THAN 10 FEET A.F.F. SIZE AND COLOR OF LETTERING SHALL COMPLY WITH LOCAL CODES. 5. TRACK LUMINAIRES, ADJUSTABLE LUMINAIRES, FLOODLIGHTS AND ACCENT LIGHTS SHALL BE AIMED AS DIRECTED BY THE ARCHITECT/ENGINEER. OUTDOOR LIGHTING SHALL BE AIMED IN PERIODS OF DARKNESS. 6. PLUMB ALL OUTDOOR LIGHTING STANDARDS TO TRUE VERTICAL. FOR BOLTED POLES, PROVIDE GALVANIZED ANCHOR BOLTS AND NUTS. PLUMB USING A NUT ABOVE AND BELOW THE BASE PLATE ON THE ANCHOR BOLTS. PACK GROUT BETWEEN BASE PLATE AND CONCRETE FOOTING AND PROVIDE DRAIN HOLE BELOW BASE PLATE TO PREVENT ACCUMULATION OF MOISTURE INSIDE POLE BASE. PROVIDE TWO PIECE OR '� INDIVIDUAL COVERS FOR NUTS EXPOSED ABOVE THE BASEPLATE OF THE SAME COLOR AS THE POLE. GROUND ALL METAL LIGHTING STANDARDS. SECTION 16610 SURGE PROTECTION 1. PROVIDE MOV TYPE LIGHTNING ARRESTER ON THE MAIN SERVICE DISCONNECT(S) PER NEC ART. 280 AND CENTRAL FLORIDA LOCAL AMENDMENTS. 2. POWER PANEL SURGE PROTECTORS, WHERE SHOWN ON THE PLANS SHALL BE MOV SINGLE -STAGE TYPE 50,000 KA PER PHASE. EDCO OR EQUAL. SECTION 16721 FIRE ALARM SYSTEMS SUBMITTALS 1. SUBMIT PRIOR TO ORDERING EQUIPMENT: a) WIRING DIAGRAMS SHOWING CONNECTIONS BETWEEN ALL SYSTEM COMPONETS. b) DESCRIPTION OF SYSTEM OPERATION. c) ANNUNCIATOR SCHEDULE SHOWING TITLES FOR EACH FIRE ALARM AND SUPERVISORY ZONE. d) MANUFACTURER'S LITERATURE MARKED TO SHOW MODEL AND CATALOG NUMBER FOR ALL EQUIPMENT. e) MANUFACTURER'S INSTALLATION INSTRUCTIONS, OPERATIONS AND MAINTENANCE INSTRUCTIONS. f) A COMPLETE LAYOUT OF THE ENTIRE SYSTEM INCLUDING CONDUIT ROUTING, CONDUIT SIZES, WIRE SIZES AND TYPES. g) PROVIDE A COLOR CODE SCHEDULE FOR WIRING. h) BATTERY SIZING CALCULATIONS INDICATING CIRCUIT LOADING AND POWER SUPPLY LOADING. VOLTAGE DROP CALCULATIONS SHALL BE SUBMITTED FOR ALL NOTIFICATION APPLIANCE CIRCUITS EXCEEDING 1.5 AMPS OR 300' LENGTH. i) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE. j) DRAWINGS SHALL NOT BE ON LESS THAN 8 1/2" BY 11 INCH SHEETS AND SHALL IDENTIFY ALL SYMBOLS USED. 2. SUBMIT PRIOR TO BUILDING OCCUPANCY a) CONTRACTOR SHALL SUBMIT, UPON COMPLETION OF SYSTEM VERIFICATION, A POINT -BY -POINT CHECK LIST INDICATING THE DATE AND TIME OF EACH ITEM INSPECTED AND ISSUE A RECORD OF COMPLETION CONFIRMING THAT THE INSPECTION HAS BEEN COMPLETED AND THE SYSTEM IS INSTALLED AND FUNCTIONING IN ACCORDANCE WITH THE SPECIFICATIONS. dam - O 1 CL N 6 M CD c co -_ cu C3) 'C " O IL c O N C � CO CD L O c - ILS W N c: CN _0 00 Q CV CV ®' CV �' CV NJ - c:) T IL r/) 3 I z 0 ,�,.I �_ l 1.j U LL 11U L 0- v i U 1 1 ® i 1 a, J J W L- I-_ W _F- W LLI W cn f W i I R I 0 111 O i �_ 1.7 `s /1 1 j i m1 r - �1 CD �W W o I O 1 Om cu 00 w O O ® j "- U ) 3 � O() LCL Z ® r = V_ 0 1 U = 1. ] dam - O 1 CL N 6 M CD c co -_ cu C3) 'C " O IL c O N C � CO CD L O c - ILS W N c: CN _0 00 Q CV CV ®' CV �' CV NJ - c:) T IL r/) 3 I z 0 ,�,.I �_ l 1.j U LL 11U L 0- v i U 1 1 ® i 1 a, J J W L- I-_ W _F- W LLI W cn W 1 0 O 1 �_ 11 � r - � �/ V) .. � r~ Om M WC N � 5:LY LCL O � z L- f F- U = f 402 a � r� N (U � O v) (n a Q dam - O 1 CL N 6 M CD c co -_ cu C3) 'C " O IL c O N C � CO CD L O c - ILS W N c: CN _0 00 Q CV CV ®' CV �' CV NJ - c:) T IL r/) 3 I z 0 ,�,.I �_ l 1.j U LL 11U L 0- v i U 1 1 ® i 1 a, J J W L- I-_ W _F- W LLI W cn I 11 .1111, X�� 0 1 N 11 ) r - � O M W N Q W N � Z m Y z W }j U u� a- U)U i I 11 .1111, X�� REVISIONS PERMIT # o (,, 1 9 & � ADDRESS I G? - CONTRACTOR DATE 12_. -g - c,6 PH # v'7? jt -t FAX # ujo 1. cj) () I DESCRRITION OF REVISION: 2-e- py, L T-porl UTILITIES FIRE BLDG 1 2 DOOR TO BE LOCKED DURING HOURS OF OPPERATION. VINYL LETTERING ON DOOR NOTING, "NO EXIT" AS PER NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 3 4 DOOR TO BE LOCKED ------ T DURING HOURS OF OPPERATION. VINYL LETTERING ON DOOR NOTING, "NO EXIT" AS PER I NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 5 6 DOOR TO BE LOCKED DURING HOURS OF OPPERATION. VINYL LETTERING ON DOOR NOTING, "NO EXIT" AS PER I NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 7 8 DOOR TO BE LOCKED DURING HOURS OF OPPERATION. VINYL LETTERING ON DOOR NOTING, "NO EXIT" AS PER I NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 A — j I , FEi I L r �.. LL DOOR TO BE LOCKED EXIT SIGN MOUNTED DURING HOURS OF TO WALL ABOVE OPPERATION FROM I € } OUTSIDE USE ONLY. I I 1OlA 107 �-- -I BATHROOM BA OOM A 1 B 2 A 1 6 2" 4 • '~ •• �. _ I EGRESS DISTAN_57 110E 107 TENANT I �� a �. a LA B3,047 SQ FT © .......... ......... ........-. \�� ..... ...-.-... .......... ............. .... v� P O� I o�o`PG i N\% I I � EGRESS DISTANCE DOOR TO BE LOCKED 33'-10" DURING HOURS OF OPPERATION. VINYL I LETTERING ON DOOR NOTING, "NO EXIT" AS PER I NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 I I i �� FE PER NFPA 101 SECTION 7.2.1.5.4 (2) - THIS DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED. f a 7 F-1 FEII .( F 1 ' " .._ .. 105A f I 104A 106AI I I BATHROOM I i BATHROOM E BATHROOM Le_ _._i L. A 11113121- 11t L_ __J A 11 B 2 A I 1 B 2 " 1 106 105 104 TENANT TENANT t TENANT A 1 B 2 A 1 BIS JAIiJBI21 I 936 SQ.FT . 936 SQ FT _...._.- 1404 SQ FT........ � I e EGRESS EGRESS 1 EGRESS DISTANCE DISTANCE DISTANCE 63'-2" 62'-4" 641.3" � 1 1 � � - - I I - I 1 FE � 102A " BATHROOM I I A 1 B 2 L -..-j i 102 TENANT _ . 1404 SQ FT EGRESS DISTANCE 73'-0" g 10 DOOR TO BE LOCKED DURING HOURS OF OPPERATION. VINYL LETTERING ON DOOR NOTING, "NO EXIT" AS PER NFPA 101 SECTION 7.10.8.3.1 & 7.10.8.3.2 LEGEND SYMBOL DESCRIPTION T EXIT LIGHT lEp EMERGENCY LIGHTING FIXTURE J PRIMARY EGRESS PATH N SECONDARY EGRESS PATH cv com o 0 1 HR TENANT SEPARATION FE `` -- FIRE EXTINGUISHER, WALL MOUNTED (FE) PER NFPA 101 SECTION— PER NFPA 101 SECTION PER NFPA 101 SECTION. 7.2.1.5.4 (2) - THIS DOOR 7.2.1.5,4 (2) --THIS DOOR 7.2.1.5.4 (2) -THIS DOOR TO REMAIN UNLOCKED TO REMAIN UNLOCKED TO REMAIN UNLOCKED WHEN THE BUILDING IS WHEN THE BUILDING IS OCCUPIED,WHEN THE BUILDING IS OCCUPIED. OCCUPIED. a U U a R 43 S 12 .z 0 49 E N a ad U �a a .3 r U n d CD8 4 NQ U M �y c:) N M td cy) o LL 00 O N -� i C r" co O L O ca V... //ai �• 1..1.. N _000 N d N ti N � r � L a F r.' U O "y ul p cv O O aD O O w J �o N d cv com o 0 w. �— c U i z 0 U 12 ca w Nom° C Min NCO W -O M CD8 4 NQ U M �y c:) N M td cy) o LL 00 O N -� i C r" co O L O ca V... //ai �• 1..1.. N _000 N d N ti N � r � L a F r.' U O momm Lo O ul p cv O O aD O O w c N d Q i 0 12 ca cn (ncu C Min NCO W -O M mow' N O z o uF 45 N M v/ ♦ D a tC N O C CD8 4 NQ U M �y c:) N M td cy) o LL 00 O N -� i C r" co O L O ca V... //ai �• 1..1.. N _000 N d N ti N � r � L a F r.' U O momm Lo O ul p O O O aD O O w c N d Q 0 12 cn t0 Min NCO E N v (-ou- 45 t v c D tC N O C 'O V U) a3 d fl E O momm Lo O ul p O O CO O O O aD O O w OO w N Q 0 a� a N V) c D yO_ L w N 0 Z d Y C a � 0 F - x Mn CL c7 > o 0 0 0 > o N •y a 'i 'y N O U O O O O U> O O O CO O O O aD O O w OO w N Q to D w N 0 Z C� Y C � 0 Mn CL > o 0 0 0 > o N •y .N 'i 'y N .N � E (Dc 0 O O O O m O N ("7 t Lo W f� a0 LSP101 N' N Q D w N 0 Z C� Y � CL U0 U LSP101 614, \7, DOUBLE UNIT -TYPE A PILOT LI TEST SV PILOT LIGHT TEST SWITCH SINGLE UNIT -TYPE B LUMINAIRE REQUIREMENTS 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE. 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER. 5. SWITCHING AND CONTROLS - COMPLETELY SOLID STATE WITH AUTO TRANSFER AND LOW VOLTAGE CUTOFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6. 9 WATT TUNGSTEN HALOGEN LAMP. Emergency Lighting Unit SCALE: N.T.S. SURE- LITES LPX-60-RWH EXIT LIGHT FEATURES LAMP TYPE: LED MOUNTING: UNIVERSAL SHIELDING: FLAT SHEET ACRYLIC LETTERS: RED NOM. DIMENSIONS: 289mmX200mmX44mm (11- 8"W X 7-%"H X 1 3/"D) GENERAL DESCRIPTION HOUSING: DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: 120 RE: ELECTRICAL DRAWINGS FINISH: WHITE OTHER: MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN. 2 LED Stingel Faced Exit Sign SCALE: N.T.S. 3 Fire Extinguisher Detail SCALE: N.T.S. PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED FIRE EXTINGUISHER (3A10BC) POTTER ROEMER PORTABLE EXTINGUISHER #3005 WITH #3903 MOUNTING BRACKET /5\ OCCUPANT LOA (2004 FBC TABLE 1004.1.2) MERCANTILE OCCUPANCY (AREA PER OCCUPANT SQ FT) = 30 SQ FT 9,828 SQ FT / 30 SQ FT = 327 OCCUPANTS FIRE RESISTANCE WALLS (HR) OPENINGS (HR) MATERIALS/CONSTRUCTION (FBC 704.3.1) LEVEL OR 100 OR MORE ABOVE OR BELOW STREET SINGLE OCCUPANCY BUILDINGS TENANTS SEPARATED BY 1 -HOUR FIRE RESISTANCE RATINGS (FBC TABLE 600) LESS THAN 4 STORIES 1 1 REQUIRED ACTUALL PARTY AND FIRE WALLS 4 NA INTERIOR BEARING WALLS TENANT SPACE 1 SUPPORTING COLUMNS, OTHER HORIZONTAL EXIT 2 BEARING WALLS OR MORE EXIT ACCESS COORIDORS 0 THAN ONE FLOOR NC NA SUPPORTING ONE FLOOR ONLY NC NA SUPPORTING ROOFS ONLY NC NA INTERIOR NON-BEARING PARTITIONS NC NC COLUMNS 32" (2004 FBC 1009.1) - MERCANTILE OCCUPANCY SUPPORTING OTHER COLUMNS OR MINIMUM STAIR WIDTH 44" MORE THAN ONE FLOOR NC NA SUPPORTING ONE FLOOR ONLY NC NA SUPPORTING ROOFS ONLY NC NC BEAMS, GIRDERS, TRUSSES, & ARCHES SUPPORTING COLUMNS OR MORE THAN ONE FLOOR NC NA SUPPORTING ONE FLOOR ONLY NC NA SUPPORTING ROOFS ONLY NC NC FLOORS & FLOOR/CEILING ASSEMBLIES NC NA ROOF & ROOF/CEILING ASSEMBLIES NC NC EXTERIOR BEARING WALLS OFT TO 3FT 1(0°/ NA OVER 3FT TO 1OFT 1 10%� NA OVER 1 OFT TO 20FT N (20°0 NA OVER 20FT TO 30FT NC(40% NA OVER 30FT NC(NL) NA EXTERIOR NON-BEARING WALLS OFT TO 3FT 1(0%) NA OVER 3FT TO 1OFT 1(10%) NA OVER 1OFT TO 20FT NC20°o NA OVER 20FT TO 30FT NC(40% NA OVER 30FT NC(NL) NC(NL) MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS, AND OPENING PROTECTIVES (FBC TABLE 705.1.2) INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.2 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANCY (MERCANTILE, SPRINKLERED) (FBC TABLE 803.3) EXITS - CLASS C EXIT ACCESS - CLASS C OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS (FBC 903 & 905) FIRE ALARMS, FBC 905 WALLS (HR) OPENINGS (HR) SHAFT ENCLOSURE; LEVEL OR 100 OR MORE ABOVE OR BELOW STREET 4 OR MORE STORIES 2 1 1/2 LESS THAN 4 STORIES 1 1 WALLS AND PARTITIONS OCCUPANT LOAD, 2004 FBC TABLE 1004.1.2 FIRE WALLS ' 4 3 TENANT SPACE 1 3/4 HORIZONTAL EXIT 2 1 1/2 EXIT ACCESS COORIDORS 0 20MIN EXTERIOR WALLS FBC TABLE 600 3/4 INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.2 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANCY (MERCANTILE, SPRINKLERED) (FBC TABLE 803.3) EXITS - CLASS C EXIT ACCESS - CLASS C OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS (FBC 903 & 905) FIRE ALARMS, FBC 905 GROUP M - MERCANTILE SINGLE STORY IF OCCUPANT LOAD IS GREATER THAN 500 AT STREET LEVEL OR 100 OR MORE ABOVE OR BELOW STREET LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72 IS REQUIRED. OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. MEANS OF EGRESS (2004 FBC) OCCUPANT LOAD, 2004 FBC TABLE 1004.1.2 TOTAL OCCUPANT LOAD AS CALCULATED BASEMENT/GRADE AREAS, OPEN TO PUBLIC ABOVE = 327 OCCUPANTS (2004 FBC 1015.1) - MERCANTILE OCCUPANCY TRAVEL DISTANCE (SPRINKLERED) 250 FT. (2004 FBC 1016.3) - MERCANTILE OCCUPANCY MAXIMUM DEAD END COORIDOR LENGTH 2OFT (2004 FBC 1005.1) - MERCANTILE OCCUPANCY EGRESS WIDTH/PERSON SERVED 0.2" - LEVEL EGRESS WIDTH/PERSON SERVED 0.3" - STAIRS (2004 FBC 1016.2) - MERCANTILE OCCUPANCY MINIMUM COORIDOR/AISLE WIDTH 44" (2004 FBC 1008.1.1) - MERCANTILE OCCUPANCY MINIMUM CLEAR OPENING DOORS 32" (2004 FBC 1009.1) - MERCANTILE OCCUPANCY MINIMUM STAIR WIDTH 44" ARANGEMENT AND NUMBER, 2004 FBC 1030.3 1 PER ROOM WHEN EXIT TRAVEL < 100' W/ APPROVED SPRINKLER SYSTEM 2 PER ROOM WHEN EXIT TRAVEL > 100' ARANGEMENT AND NUMBER, 2004 FBC 1018.2 2 PER ROOM WHEN OCCUPANT LOAD IS 50 OR MORE MINIMUM NUMBER OF EXITS, 2004 FBC 1018.2 2 WHEN OCCUPANT LOAD PER STORY = 1-500 PLUMBING, MINIMUM FACILITIES (PFBC, PLUMBING, TABLE403.1) OCCUPANCY - MERCANTILE MALE/FEMALE REQUIRED/PROVIDED PIANS REVIEM WATER CLOSETS 1 PER 500 1/7 CITY OF SANFORD LAVATORIES 1 PER 750 1/7 DRINKING FOUNTAINS 1 PER 1,000 1/7 SEPARATE FACILITIES (403.2 EXCEPTION 4) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL FLOOR AREA OF 3000 SQFT OR LESS. Permit H: (�11 -- (= i 9 >L Lob Address: Ph -z,1 i/_i, Description of Work: Ristoric District: CITY OF SANFORD PERMIT APPLICATION Date: _ 1 I [LT -/0(, nC)P fJ I W Ci l Fct W Total Square Footage "Zoning: Value of Work: S Per tit Type: Building Electrical 1Z Mechanical Plumbing fire Sprinkler/Ahunt Pool Electrical: New Service - 9 of AMPS 1 (;0 D Addition/Alteration Change of Scrvice __ Temporary Pole Mechanical: Residential Non -Residential _ Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial f# of Fixtures H of Water & Sewer Lines 8 of Gas Lines Plumbing/New Residential: ff of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial P/ Industrial Construction Type: l H of Stories: # of Dwelling Units: _ Flood Zone. _ (FEMA fora required ) Jwners Name & Address: Pho1ne: �} ontractor Name & Address: �„ �1 1 �(L 1 h1 C /R t !� CS c i i't EL State License Number: 'hone & Fax: e - - 9G C160c) Contact Person: ) � + i I (=S _Phone: 3onding Company: address: aortgage Lender: \ddress: \rchitect/Engineer: \ddress: Phone Fax: \pplication is hereby made to obtain a permit to do the work and installations as indicated_ 1 certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of all laws regulating constmction in this jurisdiction. I understand that a separate Hermit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating onstruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WI HI YOUR LENDER OR AN \TTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 40TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in die public records of his county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. \cceptance of pennit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature ofOwner/Agent Date SSiig-aturre o._f_Contractor/A e t Date Print Owner/Agent's Name Print tract /Ager 's Naune Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date DEBBIE BLANTON F Y COMMISSIONS # f3�®� 1200 86491C. Owner/Agent is Personally Known to Me or Contractor/Acon t� M"e orY _Produced ID Produc � pp 3 NOTARY FL N0WIY CJisr%" tom• TPROVALS: ZONING: UTIL: FD: pecial Conditions: ;cv 03/2006 ENG: BLDG: A O A-275 26"x12" -275 10" o A-275 10"o A-275 A-275 2 .3 4�) 5 6 f 7 f' r l i m m� EF 1 EF -1 EF -1 A-225 A-225 5 �j 5 _._ - A-310 EF -1F-1 A-310 va!rrm I �° �.r I c I ® CCS I Ti q-�i 11-1 A-220 8 ,0 T T 4lo,,0 8"0 80 10"o A-400 RTU -7.5T 20"x12" RTU-4TA-320"x 12" 20"x12" A-310 3 4 6 7 I 2 3 4 6 7 I 10"o „RTU -4T 8 0 g 0 RTU -4T, 104 RTU -4T 2 3 4 6 77 D A-225 A-2202 3 4 6 i i 2 3 4 6 7 12"0 SD A-220 28"x10SD i�x 5D _ -iID I - SD I 10"0 SD I iF`. SD 28"x10"- - _- 28%10" 10"o A-400 —_—__10 TS TS 28"x10„ �2)B-1 00�1(2)B-64 10"oA-31 A-310 (2)B-640 — A-310 — 12"0 10'0 I 8"� I I I (2)B- 640 25 A-225 A-220 A-220 A-310 A-310 A-400 I I 10 o 10„0 I I I 12"0 A-275 f q C'1 i A-250 ti 10"D A-360 4` 10"4 I A-360 A-400 �4 f f MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" A-400 -20"x 12" RTU -4T — � A-400 \ t, i 10 I f ( f - EF 1 I s` EF �i A-250 A-300 O I, w P0f, j g T T ( I I 10"oA-300 10"o 10"o A-300 RT -7.5T 10"o 26"x12" I 3 4 6 7 2 3 4 6 0 RTU -6T -- 10"4 1b"d 10"0 - - lo"o 1 A-250 SD x� 000 A-250 SD max' TS i --1 1 SD A-250 A-300 ( (2)B-960 - J SD 34"x10" TS _ 10"o - — - A-300 10 0 - (2)B-1200 j — — 10"o 10"o I I t0"o 10" o A-300 A-250 A-250 A-300 10"o 10" o 10"o 10"o A-300 I A-300 i A-300 10"o A-300 A-300 0I 1 /2\ MECHANICAL KEY PLAN NOTES: q) 1. UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR TO BATHROOM EXHAUST FAN. 2. PROVIDE AND INSTALL (1) SMOKE DUCT DETECTORS IN SUPPLY AND RETURN DUCTS AS SPECIFIED BY THE MECHANICAL FLORIDA BUILDING CODE AND NFPA 90A-98 FOR EACH MECHANICAL UNIT. ALSO PROVIDE (1) PROGRAMMABLE THERMOSTAT AND (1) TEMPERATURE SENSOR FOR EACH MECHANICAL UNIT TO BE LOCATED AND INSTALLED BY FUTURE TENANT. 3. COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS, 4. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTERS. REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. 5. CEILING MOUNTED BATHROOM EXHAUST. INSTALL TYPICAL EXHAUST ROOF CAP. COORDINATE EXACT LOCATION OF PENETRATION WITH ARCHITECTURAL ROOF PLAN. OFFSET DUCT WORK AS NEEDED IN CEILING/JOIST SPACE TO MAINTAIN A DISTANCE OF 10' FROM TERMINATION TO ANY OUTSIDE AIR INTAKE. INSTALL 4"0 GALVANIZED DUCT WORK DOWN FROM ROOF CAP INTO CEILING/JOIST SPACE AND CONNECT TO CEILING MOUNTED EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ROOF EXHAUST DETAIL ON MECHANICAL DETAIL SHEET 6. REFER TO SPLITTER DETAIL ON MECHANICAL DETAIL SHEET. INSTALL SPLITTER VERTICALLY ORIENTED BELOW UNIT IN CEILING SPACE. CONTRACTOR TO INSTALL AT AN ELEVATION ENSURING THE LEAST AMOUNT OF OFFSETS AND DEVIATIONS IN THE DUCT WORK. 7. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. / 9 OO O ' N v u O �-y� � ■ ■ cU r u L- �$ EE Z � w N r' coo J U - O N Q et -�--� -v U sL� N U r H v Z �7 � w li C J a �Lu N -2W m O . '0' ff"t4 cu M .0 N I • Pq O LL QO O d t0 ^ rV w, C cu CD p x o .N ca r l Vcu aa tom; c c c LL' N CN C � 0 0 f =, _0 cx) N Q N N fn Fes N �CN > _ Q. •E U J W Q 9 OO O O N r0 N 0 O u O �-y� � ■ ■ VO ) 00 r u L- ®Va`3 cf) Z � w N r' coo J U - Q 9 OO O O N r0 o O O 0 O 0 O O 0 O O� O (D cf) w N F-- O N Q -�--� -v W r H v Z (D.c cc i w li C J a �Lu -2W m O . '0' TP cu UC)w Q 9 OO O O N r0 o O O 0 O 0 O O 0 O O� O Z cf) w N F-- O N Q m B Lu W r H v Z -3 cn a rn o V m o .N •� c c c c o 0 0 0 m N fn fn !n > Q. •E � � � � n C c C C rn Lu O O m r ui u' w N m 'cY Lo co 1+ w N O Z cf) w N F-- O N Q m B Lu W r H v Z -3 cn a rn o V REVISIONS PERMIT # C)(�, --QLD Mlg0Q ADDRESS Cock CONTRACT 0 R P N # �cr(— C� "`t �► — �� �i FAX # 3 C', _ DESCPRITION OF REVISION: e,n& C -A ti C e C-� t CCU y a� e � tti a cc -- UTILITIES FIRE (-v vv jj - BLDG � List Of Abbreviations A A/C AIR CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ALUM ALUMINUM WATER COOLER MECH MECHANICAL SIM SIMILAR ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL' B BO BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED BM BEAM FIN FINISHED MTD MOUNTED SY ` SQUARE YARD BRG BEARING FLR FLOOR MTL METAL BTM BOTTOM FR FIRE RESISTANT MUL MULLION T T TREAD BUR BUILT UP ROOF FR -S FIRE -RETARDANT T&G TONGUE & GROOVE WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE C CB CATCH BASIN FT FEET, FOOT NOM NOMINAL TELE TELEPHONE CG CORNER GUARD FTG FOOTING NTS NOT TO SCALE TEMP TEMPERED Cl CAST IRON FURR FURRING THK THICK CJ CONTROL JOINT FUT FUTURE 0 OC ON CENTER TLT TOILET CL CENTER LINE OD OUTSIDE DIAMETER TO TOP OF CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U LION UNLESS OTHER- CONC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WATER HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN W/O WITHOUT DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD DISP DISPENSER INT INTERIOR REFR REFRIGERATOR WH WATER HEATER DN DOWN INV INVERT REG REGLET WP WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REQ REQUIRED WWF WELDED WIRE FABRIC JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL E EA EACH JT JOINT RM ROOM EB EXPANSION BOLT RND ROUND Y YD YARD EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT Legend GRID DESIGNATION "A� BUILDING SECTION X A301-2 A301-2 SHEET NUMBER SECTION NUMBER ' 102 ROOM NUMBER 102A DOOR NUMBER � WALL SECTION, A302-! SHEET NUMBER SECTION NUMBER O WINDOW TYPE ® STOREFRONT TYPE A501-6 �I!I SECTION DETAIL � SHEET NUMBER DETAIL NUMBER WALL TYPE 5O KEY NOTE A888-88 DETAIL REFERENCE REVISION NUMBER SHEET NUMBER DETAIL NUMBER TO VO SOMETHING XX'-MVyn ELEVATIONS TAGS / EXTERIOR, ELEVATION Ch �� A201-2 MARKERS" LSHEET NUMBER ELEVATION NUMBER SPOT ELEVATION TAG 0 1 4 A401 \` 2 INTERIOR ELEVATION MARKERS NORTH ARROW SHEET NUMBER \\3 ELEVATION NUMBER BRICK Po .� e . .' CONCRETE PLYWOOD BOARD GYPSUM 0c�001 DRAINAGE FILL o Ono MASONRY /��/��/ COMPACTED / STEEL FFFFMNISULATION BOARDO i\ EARTH ENGINEER: General Notes O 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL RELATED TO THIS PROJECT. CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. (303) 825-9192 PHONE CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO 30. 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, ? DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE APPROVAL FROM THE ARCHITECT. PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. .. a� U.- � EMAIL: pdikeou@dikeou.com 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. FACILITY AS PLANNED. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. SHEET N0. A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE-QUARTER (S.W. Y4) OF SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. i4) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF "RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NORTH 00009'05" EAST;- THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. %4) OF SAID SECTION 28, NORTHEASTERLY ALONG THE ARC OF SAID CURVE ALONG SAID OF TANGENCY; THENCE NORTH 00°04'01" EAST CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 464.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00004'01" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 239.64 FEET TO THE SOUTHWEST CORNER OF LONT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET; THENCE SOUTH 51°00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70040'19" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09009'00", A DISTANCE OF 19.08 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 66040'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE WESTERLYALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 180.50 FEET, A CENTRAL ANGLE OF 23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH NORTH 89055'24" WEST, A DISTANCE OF 133.24 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS. CONTRACTOR TO PROVIDE ALTERNATE COST FOR ADDING OR SUBTRACING GREASE INTERCEPTORS Vicinity Map NTS Code Information JURISDICTION AUTHORITY CITY OF SANFORD - BUILDING DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32771 PHONE (407) 330-5656 ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2001 CHAPTER 36 - (NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING, CODE, PLUMBING -2001 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL -2001 ELECTRICAL: FLORIDA BUILDING CODE, ELECTRICAL- 2001 (W/ LOCAL ADOPTED AMENDMENTS) CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS-2001 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING -2001 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION) ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE (FBC TABLE 600): TYPE IV, UN -PROTECTED, SPRINKLERED . MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 55'-0" TOTAL AREA 18,000 SQ FT PER FLOOR ACTUAL HEIGHT AND AREA: HEIGHT - 20'-6" TOTAL AREA - 9,835 SQ FT Contact Information CLIENT: DIKEOU REALTY STRUCTURAL WORCESTER ENGINEERING, INC. P101 PLUMBING FLOOR PLANS 2401 BLAKE LLC ENGINEER: 1500 SOUTH MOUNTAIN ROAD O DENVER, CO 80202 O DILLSBURG, PA 17019 U (303) 825-9192 PHONE U) (407) 496-6884 PHONE ? (303) 629-5163 FAX CTj � a (717) 432-9436 FAX P CONTACT: PANAYES DIKEOU -i CONTACT: JOESPH WORCESTER .. a� U.- � EMAIL: pdikeou@dikeou.com Cd . O EMAIL: joebworcester@direcway.com ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC MECHANICAL, CUHACI & PETERSON, ARCHITECTS, LLC 1 1220 ALDEN RD ELECTRICAL 1220 ALDEN RD SHEET N0. ORLANDO, FL 32803 ENGINEER: ORLANDO, FL 32803 L~ (407) 228-4220 PHONE (407) 228-4220 PHONE _j (407) 228-4219 FAX co (407) 228-4219 FAX ARCHITECTURAL CONTACT: DANIEL DICKSON o o CONTACT: NAWWAF "SAM" AHMAD o : EMAIL: danield@c-p.com COVER SHEET EMAIL: sama@c-p.com CIVIL CPH ENGINEERS FIRE RENNA ENTERPRISES, INC. ENGINEER: 500 WEST FULTON STREET PROTECTION: 3231 DRANE FIELD ROAD SANFORD, FL 32771 CODE SUMMARY & DETAILS LAKELAND, FL 33811 X (407) 322-6841 PHONE (863) 646-1258 PHONE LIFE SAFETY PLAN (407) 330-0639 FAX X (863) 646-8881 FAX X CONTACT: JUSTIN POLK FLOOR PLAN CONTACT: RONALD R. RENNA X EMAIL: jpolk@cphengineers.com X A102 LANDSCAPE CPH ENGINEERS X •�r { X I ARCHITECT: 500 WEST FULTON STREET ROOF PLAN X X SANFORD, FL 32771 A201 EXTERIOR ELEVATIONS (407) 322-6841 PHONE X _ { X (407) 330-0639 FAX WALL SECTIONS X X CONTACT: JIM WINTER X A302 WALL SECTIONS E''' "�`tphengineers.com X X X A401 ENLARGED RESTROOM PLAN, INT ELEVATIONS & S' CHEQijLES X X IM 8101 GENERAL STRUCTURAL NOTES I X X \ X_ . N E P101 PLUMBING FLOOR PLANS 00N U 110 N M O oa O 0- __j rn U N O �t U) � N N ? iy CTj � a ;0 CS P o -i .+�,N z,� .. a� U.- � W �y ON Cd . O a: o ; Off; UU ¢tiw rte`. S402 FRAMING DETAILS ti 1 W N IM 8101 GENERAL STRUCTURAL NOTES I X X \ X_ . I P101 PLUMBING FLOOR PLANS I X S201 FOUNDATION / FLOOR PLAN X X L X X X S202 ROOF AND HIGH ROOF FRAMING PLAN. X U) iy Drawing Index Wo �o a ��o g M502 MECHANICAL DETAILS �N S402 FRAMING DETAILS X W W N N U-1 SHEET N0. TITLE �' �>-Elf w N L~ w o _j z co z ARCHITECTURAL o o m - o : COVER SHEET I X X I' X I X AS100 ARCHITECTURAL SITE PLAN & DETAILS X X X�— LSP100 CODE SUMMARY & DETAILS X X X LSP101 LIFE SAFETY PLAN X X h . X A101 FLOOR PLAN X X _; _ x X A102 REFLECTED CEILING PLAN X X •�r { X I X A103 ROOF PLAN X X ` X r A201 EXTERIOR ELEVATIONS X X _ { X A301 WALL SECTIONS X X X X A302 WALL SECTIONS X X X X A401 ENLARGED RESTROOM PLAN, INT ELEVATIONS & S' CHEQijLES X X X A402 WALL TYPES X X .� A403 UL DETAILS -WALLS X X " X A501 DETAILS XX X A601 DOOR AND WINDOW—TYPES, CHEDULES & DETAILS X X X A602 STOREFRONT WINDOW TYPES X X X I X STRUCTURAL IM 8101 GENERAL STRUCTURAL NOTES I X X \ X_ . I P101 PLUMBING FLOOR PLANS I X S201 FOUNDATION / FLOOR PLAN X X ;X X X X X S202 ROOF AND HIGH ROOF FRAMING PLAN. X t� S301 FOUNDATION DETAILS_ MECHANICAL SCHEDULE X MECHANICAL X S401 FRAMING DETAILSX M502 MECHANICAL DETAILS X S402 FRAMING DETAILS X _ _ S501 FRAMING ELEVATIONS - _ X X ___ Y PLUMBING MECHANICAL FIRST FLOOR PLANS X X P101 PLUMBING FLOOR PLANS I X I X I X I X P501 PLUMBING SCHEDULES & DETAILS X X X X X t� M501 MECHANICAL SCHEDULE X MECHANICAL X M502 MECHANICAL DETAILS M101 MECHANICAL FIRST FLOOR PLANS X X X X I I I M102 MECHANICAL ROOF PLAN X X X t� M501 MECHANICAL SCHEDULE X X X M502 MECHANICAL DETAILS X 4 ..X X _ ELECTRICAL E101 1ST FLOOR ELECTRICAL POWER PLAN E102 IST FLOOR ELECTRICAL LIGHTING PLAN I X X � I XXX I X XI X I I I E201 RISER & ELECTRICAL SCHEDULE X_I X t� E301 ELECTRICAL LEGEND & DETAILS I X �X ��d E401 ELECTRICAL SPECIFICATIONS _ at FIRE PROTECTION FP100 FIRE PROTECTION SITE PLAN AND NOTES I X X JX J FP200 FIRE PROTECTION FLOOR PLAN X 1 t� ��d ctV at ,.j=i ct 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION 28. FIRE HYDRANTS MUST BE IN SERVICE BEFORE COMBUSTABLES CAN SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, BE BROUGHT ON SITE. LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 29. CONTRACTOR TO COORDINATE POWER POLE REMOVAL WITH LORIDA POWER AND LIGHT 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION z OF PROPOSED UTILITIES. 30. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A PRETREATMENT DEVICE MUST BE INSTALLED AND MUST 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. COMPLY WITH THE CITY'S UTILITY STANDARDS AND CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS SPECIFICATIONS MANUAL, CURRENT EDITION. 20 0 10 20 40 NEEDED. iiiiiiiil 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR p PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED GRAPHIC SCALE CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. ( IN FEET ) 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED 1 inch = 20 ft. AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (18) INCHES. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. POTABLE WATER/FIRE LINE SCHEDULE OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X6" SADDLE AND VALVE EXIST. 12" POTABLE WATER LINE O 6" FIRE HYDRANT ASSEMBLY 3 CONNECT TO EXISTING 12" WATER MAIN 1 H 12"X8" SADDLE AND VALVE I DO BE ETE TOR CHE { ! VALVE WITH %" METER BY PASS f ..:::::::..::::::................................::::::..:.:..:::..:::::::............:.............. CONNECT TO EXISTING 12" WATER MAIN WITH .......................................... O . :... .......... -. _.... ............................................................................................ .................................... ..................... 12"X2" TAP AND VALVE »....................................».::::...:. f 6 PROPOSED 1-1/2" METER & 2" RPZBFP ........ . .... »........_.:::::.: » ... CONNECT TO EXISTING STUB OUT .... 4 PROPOSED 1" PVC nII 1nII nI O PROPOSED 1" IRRIGATION METER WITH 1" DDCV Rol PROP 8" FIRE LINE .. . ..... IPROP. FIRE DEPARTMENT CONNECTION OI ..._.. 6" SANITARY LINE-\ 15" STORM PIPE NO. 57 STONE (TYPICAL) 15" STORM PIPE NO. 57 STONE (TYPICAL) 6" SANITARY LINE PLAN VIEW SECTION SPRING LINE PIPE CROSSING DETAIL (FOR LESS THAN 12" CLEARANCE) LEGEND W w PROPOSED WATER LINE FW PROPOSED FIRE WATER LINE s s PROPOSED SEWER ........................................................................ PROPOSED STORM EXISTING STORM PROPOSED FIRE HYDRANT 110 0 Lo O O GENERAL UTILITY NOTES 1. SEE COVER SHEET FOR A LIST OF UTILITY COMPANIES. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS 15. ALL WATER, FORCE MAIN AND SANITARY SEWER LINES SHALL HAVE A 0) a. II J FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY :D MINIMUM OF SOF COVER. PE WATER SERVICE MAY BE REDUCED M 2. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY co c SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, TO 2' WHEN NECESSARY. U. CLQ COMPANIES PRIOR To CONSTRUCTION, ADJUSTMENT OR RELOCATION OF H U ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE LO 0 EXISTING UTILITIES AS DESIGNATED ON PLANS. INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND 16. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH 0 0 �N� m ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH N U FL m APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES DURING ai 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 N UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ 3:W INSTALLATION. � C HOURS BEFORE CONNECTING TO ANY EXISTING LINE. v cs o CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 17. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND LL 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING 8. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL REQUIREMENTS. ER .tom.. �w UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED k UIL v LINES BEING INSTALLED. 0 0 IN GRASSED AREAS SHALL BE 4" ABOVE FINISHED GRADE (UNLESS NOTED 18. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE 0U OTHERWISE). V SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ Q INSPECTING AUTHORITIES. OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS 9. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE WITH TRAFFIC BEARING RINGS AND COVERS. 19. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR 10. ALL CLEAN -OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS TRAFFIC BEARING PARTS AS APPLICABLE. SERVICES. BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL 12. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY 20. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SEWER MANHOLES WITH NON -SHRINKING GROUT TO ASSURE CONNECTION STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING SHOWN ON THE PLANS. IS WATER TIGHT. JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. 13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. STRENGTH OF 3000 P.S.I. AT 28 DAYS. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 14. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK VALVES, BACKFLOW PREVENTERS, ETC., AS REQUIRED BY GOVERNING AUTHORITIES. 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION 28. FIRE HYDRANTS MUST BE IN SERVICE BEFORE COMBUSTABLES CAN SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, BE BROUGHT ON SITE. LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 29. CONTRACTOR TO COORDINATE POWER POLE REMOVAL WITH LORIDA POWER AND LIGHT 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION z OF PROPOSED UTILITIES. 30. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A PRETREATMENT DEVICE MUST BE INSTALLED AND MUST 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. COMPLY WITH THE CITY'S UTILITY STANDARDS AND CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS SPECIFICATIONS MANUAL, CURRENT EDITION. 20 0 10 20 40 NEEDED. iiiiiiiil 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR p PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED GRAPHIC SCALE CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. ( IN FEET ) 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED 1 inch = 20 ft. AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (18) INCHES. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. POTABLE WATER/FIRE LINE SCHEDULE OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X6" SADDLE AND VALVE EXIST. 12" POTABLE WATER LINE O 6" FIRE HYDRANT ASSEMBLY 3 CONNECT TO EXISTING 12" WATER MAIN 1 H 12"X8" SADDLE AND VALVE I DO BE ETE TOR CHE { ! VALVE WITH %" METER BY PASS f ..:::::::..::::::................................::::::..:.:..:::..:::::::............:.............. CONNECT TO EXISTING 12" WATER MAIN WITH .......................................... O . :... .......... -. _.... ............................................................................................ .................................... ..................... 12"X2" TAP AND VALVE »....................................».::::...:. f 6 PROPOSED 1-1/2" METER & 2" RPZBFP ........ . .... »........_.:::::.: » ... CONNECT TO EXISTING STUB OUT .... 4 PROPOSED 1" PVC nII 1nII nI O PROPOSED 1" IRRIGATION METER WITH 1" DDCV Rol PROP 8" FIRE LINE .. . ..... IPROP. FIRE DEPARTMENT CONNECTION OI ..._.. 6" SANITARY LINE-\ 15" STORM PIPE NO. 57 STONE (TYPICAL) 15" STORM PIPE NO. 57 STONE (TYPICAL) 6" SANITARY LINE PLAN VIEW SECTION SPRING LINE PIPE CROSSING DETAIL (FOR LESS THAN 12" CLEARANCE) LEGEND W w PROPOSED WATER LINE FW PROPOSED FIRE WATER LINE s s PROPOSED SEWER ........................................................................ PROPOSED STORM EXISTING STORM PROPOSED FIRE HYDRANT Lo 110 0 Lo O O O N I m p 9 w N N0) 0) a. II J W :D M U co c ti N M O J U. CLQ � z H U H LO 0 0 0 WR,�.1cnU 0 0 �N� m ) N U FL m U ai z U L U N � 4 3:W a) � C 0 v cs o U) p cn LL O zqLL CL ER .tom.. �w W k UIL v 0 0 Lo Lo 9 Lo O O O CV O p a a N N0) 0) a. II J W :D ti N M O J U. CLQ � z H U H LO 0 0 0 0 0 � ) T > 0 U ai z U L U N co 3:W a) Q 0 t U) p W LL O zqLL CL ER N W > m 0 _ 0U 0- V Q H H z Z O O O ,O LL LL 4 Q °' (1) (1) lol� LL LL O O U U Ill W CL 0 - C; z r U) i M. POLINF_R P.E. 56974 Lo 9 Lo O O (® N p a a a a Z Lo Lo (D O Lo O Lo O ti N M O J U. � z H U H LO 0 0 0 � ) T > 0 U U Q 0) p ® U L U 0. Q F_ C; z r U) i M. POLINF_R P.E. 56974 Qcl J a _j J U. _j_LU 0 LL MJ F_ 3:W Q t W O zqLL CL ER N O m >_ 0U V C; z r U) i M. POLINF_R P.E. 56974 �0�mrm�lm 2 I ®e FE( 107A BATHROOM 3 4 5 8 7 F', 9 ®FE - FE ° 0 ♦ FE — �� FE ° ® FE' 106A® ® - ♦ ♦ - 3 BATHROOM ° 105A ' 104A A,' 103A 102A 1078 A 1 B 2 - ® ( ( I I BATHROOM BATHROOM BATHROOM BATHROOM �— BATHROOM + L- —� ° A 1 B 2- m rA 1 B 2-♦ L L- J 0 A 1 B 2- A 1 B 2- ®L- L_ �♦ A 1 B 2- ® 1 ® 1 C ♦ ° ``O ® EGRESS DISTANCE 1 ®® ° EGRESS DISTANCE♦ EGRESS DISTANCE ® EGRESS DISTANCE ® ° 25'-10" EGRESS DISTANCE ® ® EGRESSDISTANCE ® S 25'-7" 42'-4" ® 25' 9' ® ° 3 07 1 ®� 106 ♦ ' ° 105 ' 104 ♦ ® 103 102 TENANT j A 1 B 2 ® ®� TENANT A 1 B 2 ® ®® ® TENANT A 1 B 2- - TENANT ® A 1 B 2 ®® ® TENANT A 1 BTi TENANT A 11 B 12 ♦® l_ 3.047 SQ FT ®� 93B SO FT 936 SQ FT ____ _ 936 SQ_FT_-__ _---.-- -- 936 SQ FT_.._. _..._ ._.._-- __-- _-- -.---_--936SQ FT_-_ _____. , Life Safety Pian N `)i SCALE: 118"=1'-0" Klv�� rA EGRESS DISTANCE 23'-6" - .............. _.-.. .. --------- i EGRESS DISTANCE 23'-8" ------ (T----- ---------- -- --- ----- LEGEND SYMBOL DESCRIPTION 11) EXIT LIGHT EMERGENCY LIGHTING FIXTURE PRIMARY EGRESS PATH SECONDARY EGRESS PATH 1 HR TENANT SEPARATION FB -- FIRE EXTINGUISHER, WALL MOUNTED (FE) 10 11 .. .....JWMJ ... - -- - - ee e 101B 101A ®` RISER FIRE BATHROOM � e JAI l B 4 - 1 B 2 e 47 SQ FT a � ' EGRESS DISTANCE 27'-7" ee � e♦ Fl0- 01 1e TENANT e JAI 11 B 12 1- ee © 2,064_SQ Ff - i I e o ; a EGRESS DISTANCE 31'-8" EGRESS DISTANCE EGRESS DISTANCE 23'-1" I 23'-4" t{i r i L Q LL- w O N C r' c� O L OX _ cu -6u- ca N N _0 00 ......................... .. ........................... / i v : �p E U � Lo 00 I L Q LL- w O N C r' c� O L OX _ cu -6u- ca N N _0 00 ......................... .. ........................... / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'CIO, E 80 C-0 U i L c V Lo C c� A302 -1 I A, Floor Plan SCALE: 118"=T-0" A201-4 7W7 Aft� A201 -1 FINISH SCHEDULE FLOOR in, Q to CD BASE WALL CEILING [23 ROOM NAME 11 1 - I - I I FLO0 CEILING M' ] LRERKS LING BAS WALL A SEALED CONCRETE 1 NONE A PAINTED GYP. BOARD 1 PAINTED GYP. BOARD B VCT TILE 2 CERAMIC B PAINT READY 2 ACT. LAY -IN C CERAMIC TILE 3 VINYL C CERAMIC TILE 3 STUCCO ON GYP. BOARDMA D CARPET 4 WOOD D VINYL SIDING 4 NONE E PAINTED CMU BLOCK I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . "0 in, Q to CD u- co 04 - 0 C-� _0 r— C) 0 x cu LL 0 C:) Lu 0� C-4 04 C c= .9.0 Ln . Ln 0 w (D a) 0 0 cc — CN — — CD c- 0 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o C> in, Q to CD Lu Lu > E IL C c= .9.0 Ln . Ln 0 w (D a) 0 0 — — — — — w 04 Cl) Lo w r- oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co CB 0 I Ad A201-4 \z Reflected ceiling Plan N SCALE: 1/8"=1'-0" CN 0 d? O VVVV U-CC) O N 'b f co -,r V co LL - CD p Q' N -o Ca / Q N O N N C N s ui � OO N O OO O r O liY O O C C > O O rn E W W a 0 0 Cr N CO `7 Ln CO ti CO em nrnnn nrnir 1 EAST EXTERIOR ELEVATION Scale 118"=1'-0" 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL FRAMING PREFABRICATE MTL TO DECORATIVE FINIAL 120'-6" AFF TO PARAPET WALL'x8" STUCCO 116'-61/2" AFF = r. iT �LEMENT _ r_ FYPON DECORATIVE ELEMENT MODEL ROOF ACCESS NUM 097400 LADDER TO PARAPET WALL 7771 V � N _4 -5 �; o ro = N 116'-0" AFF 1TO CANOPY 09'-11 1/2" AFF STRFRNT HEAD HEIGHT 116'-0" AFF TO CANOPY 109'-11 1l2" AFF STRFRNT HEAD HEIGHT Co O Poo `00 Lu ,r- "= • U 109'-0"AFF '4 2'-5 BO CANOPY 108'-0" AFF TO FIN FI -R elf x PF o I Co N �Q U r --IN i � o a Cu 0� QQ O ti Y iuu•-u•- 2 2 NORTH END ELEVATION Scale 118"=1'-0" nAATnLJ nnl nn nrUlKin Onl Innrn 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL PREFABRICATE MTL TO DECORATIVE FINIAL FRAMING ELEMENT MODEL DECORATIVE 1204" AFF ELEMENT NUM 097400 TO PARAPET WALL ALL IT /-8"x8" STUCCO CO 10 1 6 Q C.I r,.i TO PARAPET WALL Cr' � N Cf3 N N 116'-0" AFF TO CANOPY 109'-11 1l2" AFF STRFRNT HEAD HEIGHT Co O Poo `00 Lu ,r- "= • U iE '4 2'-5 Cu LZ 0 elf x PF W N �Q U a Cu QQ O ti X O 109'-0" AFF BO CANOPY 108'-0" AFF TO FIN FLR ca L. In \8J- CC-) �- W D Lu O C:, Z 0 SIN i � ^� W W FJ_- W C -+-a O �/'� N II�--II LH aVvy- U N _ a [i U) U 3 SOUTH EXTERIOR ELEVATION Scale 1l8"=1'-0" ,CO EM E O U LoQ' N U C) O Co N Cc) CU CA r L 1 CSO N O N "a I` C O t0 d. L O cu LL - Cu Cr -O C N CU T -p Co Q N O N t` N O r � t r2 Cr' � N Cf3 N N Io Co O Poo `00 Lu ,r- "= • U iE Q Cu LZ 0 elf �. `n W N �Q U E O U LoQ' N U C) O Co N Cc) CU CA r L 1 CSO N O N "a I` C O t0 d. L O cu LL - Cu Cr -O C N CU T -p Co Q N O N t` N O r � t r2 IN Cr' CCS Cf3 N C- 0 W o elf m Z Co ui a Cu QQ O ti W O Ury+) � ca L. In \8J- CC-) �- W D Lu O C:, Z 0 Z ^� W W FJ_- W C -+-a O �/'� N II�--II LH aVvy- U N IN 4 WEST EXTERIOR ELEVATION A201 Scale 1/8"=1'-0" Cr' \\ N O W o o Z Co ui a QQ O N O O O W O In N W �- Z D O C:, r O W O = U N _ a [i U) U > 0 0 N M a� d W CL C= c c `n r O O � r N C"J 'd' Lo Co 1- w 4 WEST EXTERIOR ELEVATION A201 Scale 1/8"=1'-0" Cr' N O � Z Co ui Q O O W N W �- Z D W W O = U _ a U) U 4 WEST EXTERIOR ELEVATION A201 Scale 1/8"=1'-0" 18" DECORATIVE POLYSTYRENE BALL PREFINISHED MTL COPING TO PARAPET 117'-9112" FYPON DECORATIVE ELEMENT MODEL NO. 097400 STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM ON PAPER BACKED MTL LATH ON MOISTURE BARRIER 1 LAYER2" GYP BOARD — R-11 BATT INSULATION LIGHT GAGE METAL FRAMING CANVAS CANOPY ON PREFABRICATED MTL FRAMING (DESIGNED BY OTHERS) PREFABRICATED ALUM STOREFRONT WINDOW (RE: A601) %" STEP DOWN —� A501-6 JI A501-7 FINISH FLOOR SLOPE %" PER FT\�s�t / 100'-0" /\\\/\\\ FRAME WALL SECTION SCALE: 112"=1'-0" %" EXTERIOR STUCCO FINISH SYSTEM ON %" PLYWOOD SHEATHING BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST STEEL BRACING (RE STRUCTURAL) ACT CEILING Y" GYP BOARD FINISH %" GYP BOARD FINISH OVER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) eo�� ncnnon-rn/c FRAME WALL SECTION SCALE: 112"=1'-0" BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST STEEL BRACING (RE STRUCTURAL) ACT CEILING V2"GYP BOARD FINISH V2" GYP BOARD FINISH DVER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) ')All nCf1r)DATIV1: 3 FRAME WALL SECTION - SCALE: 112"=1'-0" BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST E 8 STEEL BRACING (RE STRUCTURAL) U ACT CEILING a 2" GYP BOARD FINISH 2" GYP BOARD FINISH )VER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) uJ QQ u') O t� O O N O O O Lr) O Q) N �iO N --� h • E pp O OO co U W CL o`O N V T.. M -Z O co z Q cc i -0cu _V 'c N T • !� ® V _C O u- co V1 O N `V P°� 1` ^' c c — `7' Ox r l AA�''aV Lu co -- 0 o N � N ¢ N ) C:) ti @. N al N 4 Lu �= T CL uJ QQ u') O t� O O N O O O Lr) O Q) N 1 --� M No N9 E co E W o`O w T.. U -Z pU> z qz3- N r q U uJ QQ u') O t� O O N O O O Lr) O 1 % N9 W Za w CB o N O U) (2— E r -§--+ U �m C_ J ry�C L L.L ) O Zo) Lu �= C13 � U) `+) c N CU a W - LuW iJ O z 0 N •foo Mir) CJ !iJ uJ QQ u') O t� O O N O O O Lr) O 1 % N9 Za w N U ) W N e z - LuW O O •foo U) U 'o 'n U 5 'E Q (D w E 45 Lu CL a U) o 0 J � N9 Za U w W N e z - LuW O O U) U O U �n nr7r nDATIVC BLOCK WALL SECTION SCALE: 1/2"=1'-0" 18" DECORATIVE POLYSTYRENE BALL %" EXTERIOR STUCCO FINISH SYSTEM ;-ul M-019T:ZiIfr� COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING STEEL BRACING (RE STRUCTURAL) 2" GYP BOARD Z" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING - (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 SIM A501-6 / SLOPE %" PER FT. i FRAME WALL SECTION SCALE: 1/2"=1'-0" PREFINISHED MTL COPING IC�I1:1�7:r1��� 117'-9 1/2" "-r FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYER i2 PLYWOOD EACH SIDE R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM - CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) i2" STEP DOWN 18" DECORATIVE POLYSTYRENE BALL ?8" EXTERIOR STUCCO FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING STEEL BRACING (RE STRUCTURAL) Y2' GYP BOARD Yz" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB — (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 A501-7 PREFINISHED MTL COPING A501-6 I TO PARAPET 116'-0" FYPON DECORATIVE ELEMENT MODEL N0.097400 1 LAYER !Z PLYWOOD EACH SIDE R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) 7 "EXTERIOR STUCCO - FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) 3'z" STEP DOWN I I / SLOPE 38" PER FT. I I 3 FRAMIE WALL SECTION SCALE: 1/2"=1'-0" ,. Lr) o O ti O o �1 U ij- a o� --or c 0 > e� "co co LL — / W P-1 O c N Q c' n 1 � � CN CN c Lu Lr) o O ti O to 0 O co 0 tf) O W N r) � c 0 c 0 a� a� E w cr- Lu 4 c c O O m.-- N C7 t1) CO r- DO E EQ EQ EQ 1/ EQ I yl 0 8'-2"1 16'-2" EQ EQ 11, 1 . T-10" EQ I EQ , . EQ O Storefront Windows SCALE: N.T.S. 0 CV Q 16'-2" EQ 31-1011 EQ EQ NJ T T T T T O CV ain T T T Ee C a A Qi nn / N CrO ` !D Lel 20'-2" EQ EQ EQ EQ EQ I_ I T II - II TJ�_� II I MIDDLE GLAZING AT EACH END TO BE EXTERIOR LOCKED, O OUTWARD SWING HINGE ACTION DISPLAY CASES. C Co 0 -:r ci U-) (� O CD co co _o LL.co N 0 N C ti O O cu Q' N N NY _0 OD Q N N O ' t` } N O r � a O � N s�Y"i ■�� O •� 00 0— 00 Lij U) U Z U � ~ > N �o C Co 0 -:r ci U-) (� O CD co co _o LL.co N 0 N C ti O O cu Q' N N NY _0 OD Q N N O ' t` } N O r � a LI..I 0 0— N NO Lij U) O Z o ~ CCS O QQ I` -f-'' C 0 o, 0 (3.) L � o Q E LL o�'-- i O LLI ~ I � -C N G f- " 1 U) ) r r LI..I O N NO Lij U) O Z o Y W U O QQ I` O 0 0 N U) � C C N O O � (U N Lu "' O O CO ti w r O N NO Lij U) O Z o Y W U r CA EI! QB (T) (1) 07� II A2 i 22'-6" I 18i -0i, i 8'-0'` I 18'-0" I 18'-0'' '1 &41 18` 0" 221-6" A�„ T NOTES 16'-211 , _ 16,_2,1 , 1 „ " _ !�„ 1 ,I „ I " • .�, 11 1 ,1 I 11 I „ „ f �' "v'I 16' 2" 16' 2 16; 2° 0 16' 2oe 0'I i "0' 2 I 1 a' 2 - 0 1 U -2 0 16'-2 ,1 WF24 LHSS 5X5X1/4 3� HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 i HSS 5X5X1/4 SS 5X5X1/4 HSS 5X5X1/4 '30 HSS 5X5X1/4 F4A F40 F4.0 F4.0 2'-O" x CONT. 0 5 CONT. W/ 05 TIES 12" O.C. TRAN5VER5E F4JD F4A F4.0 F4.0 { F4.0 F4.0 F4.0 T T T T T Q N m 3 O 1J TDS 24 12" 2'-0" x DONT. 3 - #5CONT. Ii TURNED I DOWiN SLAB Lu U F4.0 { 4'-011 X4' -O" 5 - 5 EA, WAY 5 - 5 EA. WAY SPREAD FOOTING w 42' 0524® --ii -��II ju j' �' rlcz4Ti?S24 - F -"r . U �� ;I i� ill I: �- - I, I�►la ---- �' II 1_ � I - _-- Et rx)�I iN ® ir Il 1 XI I i 1 I I 30 4 301/30 t i ( ! I V I I ( 1 SIPr� 1 I I �'r__ MU I_, ,� , T/ SLAB7 I I ( I I 4" CONCRETE SLAB ON I I� GRADE SIE NOTE 1. I T1 bi =COT _ N �I pil I 4 CONCRE E 5LAB ON -_� t t2� GRADE SE NOTE 1. I ' I I ' fLI116. I I I WALL W' #5 4e O.C. REF, EL = 100'- V" `} 30 I� I I 1 I e ,_. I A - C FOOTIN -_ g Q I _ JV 11 �=� I i J i C i 11 �� tv ll- it I I l tv I J I l J U !1 Il tl tl 11 �. v > II \il I I C` V 1 / -/I I C` C` _ V 5 V 1 / -A 33 �.ISJ J/5/\1/ T LIJJ J/N A,/ F,q,O F4.0 F4.0 I T .. r 1 1 -MC24 �p - !_ � � C2) #5X10' -O" T/ INTERIOssT�R FOOTINGS - u SIDE SIDE OF EL gg C' C' �/ �/ /I 1-1JJ x/\5/\1/T F4.fl r I C` C` V r V 1 / ./I HJJ J/�J/�1/ `r I F4.0 ! r� 1 ,_ 1 I M L 2 4 F4.o /� I 1 - I F4A ` 1 1 I L_ I �` C` /1 1--IJJ 5X5X1/'T F4.0 ! F_ C` C` /I �JJ 5X5X1/-r F4.0 ! r 1 1 .j L_ r � � Tf INTERIOR FOOT li�lc:c EL = ggl-�]yl 1(J C` C` r. V 1 /1 1 C' C` V ` V q / /I 1-1JJ .�/�.�XL/T N�.� 5` /I F4.0 F4.0 -( I 1"('9 _.1 L Ll 111 (2) #5X10'-0' 1 30 t- r SIC) D F4.0 O O 1 N IN M 24 I tc A v 30 is L1 Ii P 1 1 ri J I L_ 1 1 _1 I L_ 1 3®1 _FMA = ^vi ao=� _ - A n 10'' " 17' 1" I I I 1012„ 18,0„ 10 „ _� , �„ Or _ 1,5 3 N 11 ( -InIrSIT I TY ALL STEEL COL - t I� ., .,1 " _ R --EF. EL 100 -0 I I NI I I I I I TYP AL �. I STEEL G0 'I I (2�� 30 5 I I I IL 30 11 4 1 I I I 1 M16 I 0I IID CI I Il t2) mole II I 30 1 I I ISI I C r/ ���, L FTIN. EL = go' -a" I I I I I I III I jl I �, _I II HSS 5X5X1/4 HSS 5X5X1/4 F4.0 F4.0 I HSS 5X5X1/4 I HSS 5X5X1/_4 III F4.0 I F4.0 HSS 5X5X1/4 F4.0 HSS 5X5X1/4 I F4.0 HSS 5X5X1/4 HSS 5X5X1/4 HSS 5X5X1/4 I F4.0 F4.0 u' II _ T � *F4. 24 Msv24 , F .0 TF4.0 MC24 �C 6 EX�� T�� 6 I T/ EXTERIOR I �� =� �M�24 W/ #5X10'-0° q ��I 8 j TYPICAL / EA 51DE OF CJ I "v - I I W/ 05X10'-0' '-r FOOTING 3 EA SIDE OF CJ a -S EL = ea,TYPICAL 4„ �( 5'-5" 16'-2" 0' 161-2" 0' 16'-2" 0' 16'-2" �' 0' 161-2" ' 10"I 16'-2" �' 0'I 16'-2" 0' 16'-2" . �' 0'' 16'-2" 10°I 16'-2" 4 FOUNDATIONNORTIA FOOTIN MARK FOOTING SIZE FOOTING REINFORCEMENT _ NOTES T W X L BOTTOM TOP WF24 12" 2'-O" x CONT. 0 5 CONT. W/ 05 TIES 12" O.C. TRAN5VER5E WALL FOOTING I N m 3 O 1J TDS 24 12" 2'-0" x DONT. 3 - #5CONT. Ii TURNED I DOWiN SLAB Lu U F4.0 12" 4'-011 X4' -O" 5 - 5 EA, WAY 5 - 5 EA. WAY SPREAD FOOTING I. PROVIDE CORNER BARS PER DETAIL 3/5301 FOUNDATION NOTES- 1. n+ GnKICR T= 5L^B 01.1 i®ADE ON i -M \1A=>1,)=,01- B^PPI=® T _ CIR L Ff I,, t.. 1__ i ✓J=i 1 L YR"ti Vim - ©T LI--`.. OVER WELL COMPACTED, TERMITE TREATED 5UBGRADE, REINFQR E SL A WITH !�?x� ! 2, x! �JIIr- OR 1111TW CONCRETE REINFORCING FIBERS, PER THE GENERAL STRUCTURAL NOTES. 2. SEE 1/6301 FOR MA50NRY COLUMNS NG W L W H Q V o rn O ti 0 0 N O W 001 m U W 0 . N m 3 O 1J CL 0 _° Ii 00 L Lu U < 0 U n F_ 2 w � `- �n J U L W H Q V o rn O ti 0 0 N O W 001 m W 0 . o m 3 CL 0 _° Ii n LL i 0 CI) 2 i io c 4 i m I !L I I z z w 402 C N CID L O C� n is L W H Q V o rn O ti 0 0 N O W 001 W 0 . o m I CL 0 _° n LL i L W H Q V o rn O ti 0 0 N O 0 O Ln 0 I N O CI) 2 co Lu w»Ij C C .O .O > > a n,LuCO mit I N O CI) 2 co Lu w»Ij w ted_ J mit MJ i e Al .(D 0 O O Al � \ EV lO I V � � N U N CD 00 n I ce a�l o NI s� N U LL coO O N Cl) cu (Z) f X yam- l \ (�4 L U n O m I z CIA o IU (D i 3 � 'a 00 � Q N O � LJL- MJ i e m 0 N p .(D 0 O O lO I I z N N U)co o NI ®.J � O � coO Cl) w f Q « U n z m I z I¢ o IU to �r- W Q E_] LO o0 O O I m 0 N p .(D 0 O O lO I I z N � o NI � Cl) m I o I¢ o Iz U to � LJL- U w I0 � I0? N O O n U IU) Irl Ifl in- 5 L 'J-- � m l w N t0 W CJ 1 Cf) LLl v Lu N o W co � m fl L �f 0 rl U O s O LU 0 C a% , IV/ r �r- W Q E_] LO o0 O O I m 0 N p .(D 0 O O lO I I N LU Cl) m I o I¢ o Iz U to � w I0? O O n IU) Irl Ifl in- 5 Fn Lu �f 0 rl LLJ LU I ( r N co It U) c0 1`. W lO I I N Cl) m I o I¢ o Iz U to � w I0? n IU) Irl Ifl � lei i s a � I Qi i r' _ C/-1 L • • ck- _I e v f' _ T ! — i i si r e w i a . :Si PA 6s+ o ®L iLLI _- - R. / Fig _® wi x � N Qia 1 io i I T� Q � 69 i s a � I Qi i r' `moi C/-1 L • • ck- _I e v f' �i _3 - i I Qi i r' 1 LU I- ck- _I e V 1 / W — i i si r w i a . :Si PA ®L iLLI _- - R. Qia j�; io i I _3 - i I ' r' 1 LU I- ck- V 1 / W ®L R. Qia j�; io i I i = LU — I , —I— Q I j�� viii o ISI IN I� I� ILo �� I� �0 _3 - i ' r' 1 LU I- ck- V 1 / V] AU V/ N U U U N M CD co M -� cu CN 'i N O ct �U v U -cc> O N -0' c � 0 4_0� ox ca co o Q' N � N -a C6 Q N N N ~ N O W, �® N PL 3/16' x 4 x CONT. I' EXPANSION ANGLE LEDGER 1" EXPANSION A c� o 00 w/ 3A- HOLES 16' O.C. 9OR 5/8' BOLTS. WELD JOINT WELDS TO BEYCt4D - STOP JOINT Ir— gU DECK TO PLATE ONLY __4<DECK $/S' LEDGER PER GEN 6' SHORT OF BEAM EACH SIDE z z � Lu STRUCT NOTES SEE 1/402 2 U) METAL DECK 3 METAL. DECK SEE PLANS m SEE PLANS p w0_c 7E (DE J v, z I" EXP- JOINT Z o I W /i N i (l) - 05 CONT, TYP 11_4q / `` vy cu VU) J o O 0 N 0 O � LEDGER ANGLE - I- 5 o _ SEE 1/54.02 a 0 0-1CEJ VARIE6 PER _ _ SEE 2/5402 m PLAN W C-) N -0) - 05 CONT, TYP n 1-41 � BEAM 001 •? c c PLAN VIEW OF LEDGER 4 E 00 65 w w BEAM m ®s Cl) "5 CONT, TYP Lu 0- 0 - Q `� w SLOTS -0 6 O.G. - FIELD 0 WELD TO PLATE A55EM5LY J W W �– N + , V (o -- — W BENT PL 3/S' AS SHOWN x 12' - BOND BEAM AT TOP, SLOPE TO LONG EACH SIDE OF WEB w/ 2' _� __ BENT PL 3/8" AS SHOWN x 12' _. j ? " - --- MATCH ROOF. PROVIDE (2) "515 SLOTS FOR 3/4' BOLTS FROM LONG EACH SIDE OF WEB " I{ I AS SHOWN. STEP PER DETAIL BEAM_ PROVIDE (3) 3/4" THRU 12/55.2 - MINIMUM DEPT SHALL BOLTS. FINGER TIGHTEN NUTS, - _.._._._.....__.__._._.—__..__._.._.._._.'i.___--_'--._._.___.–__.__....__.____.__._i�.----__._._.____.—_._ S' CMU WALL PER PLANS. --- BE 12' -: BACK OFF 1/4 TURN AND WELD ___. ___.. (2) 3/4' PLATES AS REQ'D TO • NUTS TO BOLTS - - MATCH BEAMS - CONNECT t0 - - - - EACH OTHER w/ (4) 3/4' BOND BEAM AT TOP. SLOPE TO - WELDED RODS _ _... MATCH ROOF. PROVIDE (2) 05'5 AS SHOWN. STEP PER DETAIL - - - - ----- 4/5402 - MINIMUM DEPTH SHALL ____ ___ BE 12' DECK CONNECTION AT FIR W LLAM CONNECTIONAT FIREWALL. BRIDGING CONDITION AT FIREWALL RADE BEAM TOP OF FIREWALL 1 2 SCALE: 1 1/2" ® 1'-0" TYP SCALE: 1 1/2" = 1'-0" TY SCALE: 3/4" = 1'-0" TYP SCALE: 3/4" = 1'-0" TYP �. 1 _ /2\I FORCE FROM BRACE = 1200*--�-I UP OR DOWN i ! 1(o GA. TRACKS SEE ' (2) 010 SCREWS ------_.__ "_.._------- ----- - ---- SCREWED TOGETHER 6/5401 PER STUD PER ANGLE I 24 O.C. METAL DECK - SEE FORCE FROM ! 8" 22 GA 5TUD5 ROOFING PER ARCH 6 /S402 BRACE = 1200" UP I I TO MATCH 4' STUDS 8" 16 GA. TRACK w/ 1/2' OR DOWN j LIGHT GAGE FRAMED FINIAL SUPPORT , X 6' AB w/ FENDER (2) " SCREWS BEYOND. RUN FRAMING TO ROOF DECK WASHERS e 32' O.C. METAL DECK - T/BEAM = JOIST BEARING P STUD PER ANGLE I AND ATTACH w. 010 SCREWS AT S" O.C. - SEE PLANS EL. = 114'-10' j METAL DECK - - ROOFING PER ARC 4" STUDS - SEE FRAMING ELEVATION ON 5501 = _ -r--E _ 6' 5TUD5 - 5EE 5501 T/BEAM _ - T/ WALL ___- ____-- --_--_--_- __--_- __ BAR JOIST FINISHES PER ARCH 5EE PLANS JOIST BEARING EL. = 112'-10' —_.--------_---- EL. VARIES '� - _ 1 L3x3xl/4 BRACE 3/16" TAPGONS 24° O.C. TYP - LEDGER ANGLE - SEE PLANS FOR LOCATIO i f f SEE 12/5401 PERIMETER BEAM LIGHT GAGE WALL - SEE PLANS PROVIDE L3X3 TOP SEE PLANS SEE ARCH AND / 5501 -= 8" CMU WALL 6' 5TUD5 - SEE 5501 1 i AND BOTTOM TO 5TUD5 - = SEE PLANS B/BRACE FIN15HE5 PER ARCH L 3x1/4 BRACE EL, _ Ill' -13' L3x3xl/4 CONT E PLANS FOR LOCATION ! / - - - w/ (2) 010 SCREWS TO EACH PE METER BEAM ii ; 4' 16 ga BRACE STUD PLANS - ! ;I j EA STUD PROVIDE L3X3 TOP - -� \ STOREFRONT AND BOTTOM TO STUDS SEE ARCH 5/BRACE EL. = 111'-13' L3x3x1/4 CONT ' I w/ (2) 010 SCREWS TO EACH ': I B/SOFFIT I ---- - - --�- ------------I STUD itr SEE ARCH { I it> `; { STUDS T TOP O CMU WALL WIND RACING DETAIL Eli k`��� 1 SCALE: 314" = 1'-0" TYP SCALE: 3/4" _ '- "TYP HSS 6x2x1/4 16 a BRACE WIND BEAM SEE 6501 ; '', i EASTUD T B ii '; �. 1 i � T ALSO / ` SEE " � PL 1/2 4 x CONT w/ I/2 x 8 F 10/5402 i HAS 24' O.C. L4x3x1/4 (LLH) WIND COLUMN � � " 3/16" TO WIND BEAM ;y ` I k` 1( 1 LEDGER w/ C2) "12� SCREWS TO STUD STOREFRONT I SEE ARCH _ 1 I f 1, H56 6x2x1/4 • r a'fs4� ' _:_ .. i -- -- rik T/ BEAM d WALL t i WIND COLUMN ' SEE 5501 FOR 5TUD5 l i, q 7 ,i I! 8 CMU WALL ±I SEE PLANS' ; I X EL. VARIES I JOIST '-J1_ i ' SEE PLANI BEAM -SEE PLANS 't LIGHT GAGE WALL 1/2° JOINT w/ _ ! 8" CMU WALL SEE ARCH AND FILLER I BASE PL1/2x6 w/ BOND BEAM AND 5501 1 (20 5/S" x 5' AB TIE BEAMw/ (1) 05 SEE PLANS I i AND (U "5 x 3'-0" CONT. EACH. II i EXTERIOR SLAB w/ 5TD HOOK AROUND BOLT I' -- SEE ARCH 4 CIVIL i, ,. B ` /SOFFIT -, � � i - --------- - ;, SEE ARCH ,{ 1 i . ' ; __-- I ! ;.._ - ♦ _ -- -- - - _ - - - � __ - ., - , � _.. - �_ - �-- - 1 i l I . I1 \-4 -... � { i .- I . 1 � 1 __ _ 1 1 __ - . ._–. I------ - it __E 4 -; 1 I- - 5LA5 FOUNDATION AND it • 3 f 3 ,j i PER PLANS S201 ii – - SEE AL 50 12/5402 L �__ TITLE CONDITION AT SOUTH WALL WALL FRAMING DETAIL CONDI TION A T DI SPLA Y AREA 10SCALE: 12 SCALE: 3/4„ = 1 -0 TYP SCALE: 3/4” = 1'-0" TYP 3/4" = 1'-0" TYP SCALE: 3/4" = 1'-0" TYP V] AU V/ N U U U N M CD co M -� cu CN 'i N O ct �U v U -cc> O N -0' c � 0 4_0� ox ca co o Q' N � N -a C6 Q N N N ~ N O W, > �® N Cu U) N N c� o 00 La M 00 Ir— gU � a ® U z z � Lu N � J U > �® Cu N O La M N s O t~ cu ce U) o 3 A.seJ m p w0_c 7E (DE J v, z ® Z o I W /i N i 0 O / `` vy cu VU) J o O 0 N 0 O � �® N O La M N O t~ W N A.seJ m 0 i Q. o m C N LL W Q o O 0 N 0 O � Z o _ o a 0 0-1CEJ _ Q_ U.) W C-) N •? c c E 00 65 w w :V5 ami Lu 0- 0 Q `� w 0 J W W �– N M V (o r– W N O O t~ W N 0 0 o o m C N U Lu Lj_jW Z 0-1CEJ _ Q_ U.) o C-) TO DECORATIVE F 120'-6" AFF rk 70 PARAPET WALL 118'-6 1/2" AFF rk TO PARAPET WALI 116'-0" AFF TO CANOPY 109'-111/2" AFF �w S 1 RFRNT HEAD HE 109'-0" AFF ® BO CANOPY 108'-0" AFF 8 TO FIN FLR BE Ivv-v EAST ELEVA TION SCALE- 1/8" TO DECORAI IVE FINIAL 120'-6" AFF 1 Tl1 nAnA nr WA11 -' V rl1IV1rC I YVKLL 116'-0" AFF nP 1 TO CANOPY I� 109'-11 1/2" AFF \ STRFRNT HEAD HEIrHT �� I 1 II` 109'-0" AFFI IRn CANOPYCANOPY ii I 108'-0" AFF (f u� I� TO FIN FLR 100'-0" ------------ - -- nCl+/'1n ATI\i CIAl1A1 IV vGuvlvcl vy rualnL 120'-6" AFF T(1 DADADCTWAI I I I V 1 "V j "I IV -- 118'-6 1/2" 'FALL118'-61/2" AFF 'i� TO PARAPET WALL - 116' -0" AFF j TO CANOPY! _r' 1091-11 'Ir2" AFF \ �. STRFRNT HEAD HEIGHT;{ 109'-0" AFF BO CANOPY � � I 108'4" AFF I j a" GMU` ,I WALL BEYOND I TO FIN FLR I 100'-0" 0 I NOTE: VERIFY ALL ELEVATIONS WITH , IIFINAL ARCHITECTURAL DRAWINGS II 1 - I I `GANVA5 AND ALUM AWNING BY OTHERS r ; ROOF FRAM ING EL_ SEE F L AIN=' ®---------- 4' 2 F�CxA STUDS ®------��------------- , #" 20 GA STUDS -a 24" O.G. " CMU WALL '� 24' O.C. 1EE PLAN IV VtV I rl CLQ Vit I IVIV SCALE: 1/8" = V-0" TYP ice+ c LL i reAc=.p_ —� T,4UAL�YP ' Id 1--A T=At-VI �A 3 =: ii iir\Ii��SI•ii n3�\ �WIND BEAM ,ro" o GA WALL l TS roX2X1/4 STUDS 'w 24' O.C. 1 rLAT r�i�fac_,�i✓ I / TYP IU Dt(:UKAI NE FINIAL \ 120'-6" AFF I T/1 I'YAnAn rT1 l I v rHrwrI- I vvrVM u.L -' 116'-0" AFF v, M .-4 0 CL TO CANOPY [ 109'-11 1/2" AFF N U STRFRNT HEA_n HEICI IT\ 1094" AFF f1�� RO CANOPY N3: 108'-0" AFF cu 0 I VI TO FIN FLR -....._ v � I 00 �n0'-011 _.....-__._.._.._._..____.__.. . _ N PROVIDE ADD'L FRAMINCz AS REQUIRED BY CANOPY MANUF µ— 4-t., A ---- i-= sir — 11 — r11 ,1t, t,1, II I h 'll.i ;tr Y .7s `� i LJ /!� �- U I CANVA F AND ALUM AWNING BY OTHERS ,gkf;ZCCF FRAMING CI ALL'!""C 61 LAKI,- EL. F r /AI`{.J 4" 20 GA STUDS�------------- , #20 CSA STUDS o 24' ac.—a' GMU WALL 1244 O.C. BEYOND SEE PLAN SOUTH ELEVATION SCALE: 1/8" = 1'-0_" TYP (�VCMU WALL T/ STEEL \� EL - 114'=111 3 EL = 110' -roll 2 E TYP €II II I� ,• '�,,�- InI InI InI ImI � � II III II:,z; I I N p! 1 1 I I I 1 1 II II �•�� `. " I I n r %� '� II II fl 1 ! Bill V I 1 II II II ,� � Uu 1■ I �n I t■ ; r '��' [!e du Nu Nu 1■ Uu II fI InI Iu 1■ I n m n.: n i ■ n It 1Vu I .� Its I 1■ I .n nI InI I, dd'-' ••:� 11n1 IuIII Ou h �.:iul I uu IuI I E I -- - - - --- ------ _ -- -- .._.._.-- - -- - - -- ---- - - - --- - -- --- ---- -- -- - ----- --- ------ ----- -------- - - - --- -_ _ _ --- -- - - -- - - -- - -- --- - -- - --- ---- - _®----- ®--®—®—®--�..- ------ ®--------®® ®�®®®®®—®®®®--- J L_ _j L --_I �� L --J H66 5X5-L�I L —J L—_ J L_ _...J L®® Lt -1 `ro' IG GA STUDS Li 14 � TQnrI� HSS Xgxl/ Ctl(1'�� COLUMNS TYP —� �' I(o GA STUDS \ a I `r' "�+ I SEE PLAN 'I a 24' O.C. I I i^„ la -A =Ti!C7S i � �II� 'FOOTINGS � 6 WINDOW HEAD FLOOR TO WINDOW DOOR 8 WINDOW � PIERS TYP CANVAS AND ALUI`1 PROVIDE dDr)'L BEAM (2 PER BAY TYP _ rrklikI/ 1°c SEE PLAN "PiFRAMING AS TYP) ARCHIIDRLUGS � Ai!'NIN� BY JT?-IEt?S REQUIRED BY CANOPY MANUF WAS T EL' VA 110 SCALE: 1/8" = V-0" TYP 's & 11 WALL 1 BEYOND ----------- G, A ;--------- G,A STUDS / rA \ In 0 � I I sr I v, M .-4 0 Lij �q Lo0 N U N3: ILI cu 0 N u1' v � I 00 r®� N N c—LU � O X (CS W LL \ �00 0 d' N 3 N � aT `= U -200 N U C:::) N O i �• 0- M _ u> o 61 O In 0 � I I sr I v, M I W Lij dr- d.00 ■ ILI cu 0 cn (N N c—LU �00 � Z Lu `= U z U 'v` i �• v u Y 9 Lo z ? o z 1 I •` � C o :0) U I _ u> o 61 O In 0 � I I sr I v, M I W dr- ILI cu 0 cn i u - N c—LU � Z w o t_- U eo of t _ u> o 61 O In 0 � LL1COn I sr I v, M I W dr- ILI cn i u - W � u> o 61 O In 0 � cn 0 N O I I W ILI 0 zM � 1c.1 U ®_ Y 9 w ? z 1 I •` � C o :0) C 0 'D I i I I I b3 z w J W co I d- I In 1 I I 0 zM � 1c.1 U ®_ Y 9 w ? z w TRACEYB - 20 4 372 - 201372 -Pt O t -LAYO UTI .PLT - 613106 10:40:49 AM i (2 \ F3'1 CASTIRON 6' 0 O °'n 0 FINISHED MANHOLE AND N SEE CIVIL DRAWING FINISHED SEE CIVIL DRAWING FOR CONTINUATION WIDTH W FOR CONTINUATION TO INLET FL1 OUTLET FL2 METER BANK. 11,000 4" 4'-4" NOTE: SEE PLAN FOR 4'-5" 4'-2" GT -1000 1,000 2,300 2 -WAY 8'-8" 5'-0" _ 4'-9" CLEANOUTS BEFORE COTG 15,500 9'-2" i 6'-0" _30 4'-6" JT ANDAFTERGREASE 4. Z o 1,2 P101 QJ ! G U U) \`------- 4" 4"� Z MANHOLE Y CB 1-- - � l I JI I I I � I I I 2" u I I I IA1 I rY p I 2" 14' I 4" I I 4° p 4" SANITARY & VENT RISER P101 SCALE:NTS tom-- SEE CIVIL DRAWING I SEE CIVIL DRAWING SEE CIVIL DRAWING SEE CIVIL DRAWING FOR CONTINUATION SEE CIVIL DRAWING I SEE CIVIL DRAWING FOR CONTINUATION SEE CIVIL DRAWING SEE CIVIL DRAWING FOR CONTINUATION SEE CML DRAWING FOR CONTINUATION TO FOR CONTINUATION TO FOR CONTINUATION TO ' FOR CONTINUATION TO FOR CONTINUATION TO I., FOR CONTINUATION TO METER BANK, 4„ METER BANK. I METER BANK. 4" METER BANK. I METER BANK, 4" METER BANK l 2-WAY2-WAY i 2 -WAY COTG ' COTG I i COTG I H � f ; .� MIRROR 3 4 3,434 P10 110t 2I{MIRROR3 4 P101 P1 MIRROR ) 4" 4" 4 " `U \`'---------�� \\_------�'/ i l ` --------' I `'-------�' `--------' I , I i i II ill Ili III ill I i 3141 I i �'6 pF 1 c� HA I I wC,1 L• pF G ,(x•1.1 1 2 WATER RISER P101 SCALE:NTS PLUMBING FLOOR P SCALE: 1/8'= T-0' CAP FOR POSSIBLE FUTURE TENANT CONNECTION (TYPICAL) I I 3° �R � � I I � � JI I I I I � I 4" I I I I I I I I 2" I 4" I I l•1 i �C'1 " 4' 3 SANITARY & VENT RISER P101 SCALE: NTS 4" 314" 314" I I I C l•t cc. wG1 pF,1 4 WATER RISER P101 SCALE: NTS II i; M I �I FCO i I I I, !il !ii l 4" I I 4" I 2 -WAY COTG l ! 1250 GALLON GREASE INTERCEPTOR INSTALLED OUTSIDE OF BUILDING. REFER TO O SITE PLAN FOR EXACT LOCATION. INSTALL PER FLORIDA BUILDING CODE IN ACCORDANCE WITH ALL LOCALLY ACCEPTED AMENDMENTS. REFER TO GREASE O INTERCEPTOR DETAIL AND MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. COORDINATE WITH CIVIL FOR INVERT INFORMATION. REQUIRED SIZING FOR GREASE INTERCEPTOR TO BE DETERMINED BY FUTURE TENANT ARCHITECT/ SAMPLING WELL ENGINEER OF RECORD. SEE CIVIL DRAWING FOR CONTINUATION 30' DIAMETER If CASTIRON 6' 0 O °'n 0 FINISHED MANHOLE AND N FINISHED GRADE FRAME TRAFFIC RATED LENGTH L WIDTH W GRADE INLET FL1 OUTLET FL2 9" 11,000 7'-10" 4'-4" NOTE: SEE PLAN FOR 4'-5" 4'-2" GT -1000 1,000 2,300 13,200 8'-8" 5'-0" 6-0" 4'-9" CLEANOUTS BEFORE GT -1250 1 1,250 2,900 15,500 9'-2" 5-8" 6'-0" _30 4'-6" CONCRETE ANDAFTERGREASE 4. Z o O ti O , -I PRE -CAST INTERCEPTOR U U) CN ow Z MANHOLE Y Lu SECTIONS SANITARY TEE: WITH Z DEPTH AS TOP OPEN FOR VENT REQUIRED 8' OPEN OPEN '_ SANITARY TEE: WITH goo TOP OPEN FOR VENT 3' VENT 6' 4' - AFFLE 6' < 6" WATER a INLET LEVEL 0 = OUTLET INTERIOR WIDTH �. 0 PRE CAST CONCRETE IS 4'0' ui GREASE INTERCEPTOR t!-) CO `" O 1000 GALLON CAPACITY 6' (4) 6' HOLES L OR EQUAL NOTE: 1. SECONDARY TANK VOLUME SHALL EQUAL 113 THE PRIMARY TANK VOLUME. 2. STRENGTH DESIGN SHALL BE IN ACCORDANCE TO H-20 BRIDGE LOADING. CONCRETE SHALL BE 4500 PSI. PROVIDE 6'646 WIRE MESH IN THE BAFFLE. 3. ACTUAL DETAILS AND DIMENSIONS MAY VARY DEPENDING ON LOCAL FABRICATORS CRITERIA. 4. CONTRACTOR SHALL OBTAIN APPROVAL AND COMPLY WITH ALL REQUIREMENTS OF LOCAL OFFICIALS PRIOR TO INSTALLATION. GREASE INTERCEPTOR SCHEDULE If 0 N o 0 O °'n 0 Ca N MODEL CAPACITY GREASE NO. USGal CAP. (LBS) EMPTY WT (LBS) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT -750 750 1,700 11,000 7'-10" 4'-4" 6-0" 4'-5" 4'-2" GT -1000 1,000 2,300 13,200 8'-8" 5'-0" 6-0" 4'-9" 4'-6' GT -1250 1 1,250 2,900 15,500 9'-2" 5-8" 6'-0" 4'-9" 4'-6" GREASE INTERCEPTOR DETAIL SCALE: N.T.S. 1.1j, U J J W If 0 N o 0 O °'n 0 Ca N U e�! tet' CL N (D 00 O 00 00 (O 0') r OU N • 0 O LJ._ co C O N � Lo� w co co O w \ice LL c� w 0 10� 04 cJ N O � = -0w Q N N 4. Z o O ti O 6T_ CN >✓ 1.1j, U J J W w Q 0 If 0 N o 0 O °'n 0 Ca N CD O N (D .Lu00 C 00 w OU ti > o �U U > z � Lo� w cn co J \ice CN w Q 0 If 0 N o 0 O °'n 0 Ca N (D � OU ti > ICU o cn ti -cu W \ice CN w cJ �dLL w Z o �Z 6T_ CN >✓ o IYa U U) CN ow w Q 0 0 O Fz 0 0 N o 0 O °'n 0 N � OU ti > ' co w W , N t w o Q 6T_ V CN ow Z Q Y Lu Z U)~ Lu goo a 0 0 ui t!-) CO t.- O N � OU ti ' co w CN t o Q 6T_ CN ow Z Q Y Lu Z U)~ Lu TRACEYB - 204372 - 204372-M 101-LAYO UTl . PLT - 5!8;06 10:40:49 AM +� 1 2 35 6 7j 8 j ( 9 ( 10 (74d �11 J i MECHANICAL FLOOR PLAN SCALE: 1/8'= l' -O' MECHANICAL KEY PLAN NOTES: 1. UNDERCUT DOOR V TO ALLOW FOR TRANSFER OF AIR TO BATHROOM EXHAUST FAN. 2. PROVIDE AND INSTALL (1) SMOKE DUCT DETECTORS IN SUPPLY AND RETURN DUCTS AS SPECIFIED BY THE MECHANICAL FLORIDA BUILDING CODE AND NFPA 9OA•98 FOR EACH MECHANICAL UNIT. ALSO PROVIDE (1) PROGRAMMABLE THERMOSTAT AND (1) TEMPERATURE SENSOR FOR EACH MECHANICAL UNIT TO BE LOCATED AND INSTALLED BY FUTURE TENANT. 3, COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS, 4. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAINIGUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINSIGUTTERS. REFER CONDENSATE TRAP DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. 5. CEILING MOUNTED BATHROOM EXHAUST. INSTALL TYPICAL EXHAUST ROOF CAP. COORDINATE EXACT LOCATION OF PENETRATION WITH ARCHITECTURAL ROOF PLAN. OFFSET DUCT WORK AS NEEDED IN CEILINGIJOIST SPACE TO MAINTAIN A DISTANCE OF 10' FROM TERMINATION TO ANY OUTSIDE AIR INTAKE, INSTALL 6'0 GALVANIZED DUCT WORK DOWN FROM ROOF CAP INTO CEILING/JOIST SPACE AND CONNECT TO CEILING MOUNTED EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ROOF EXHAUST DETAIL ON MECHANICAL DETAIL SHEET 6, REFER TO SPLITTER DETAIL ON MECHANICAL DETAIL SHEET. INSTALL SPLITTER VERTICALLY ORIENTED BELOW UNIT IN CEILING SPACE. CONTRACTOR TO INSTALL AT AN ELEVATION ENSURING THE LEAST AMOUNT OF OFFSETS AND DEVIATIONS IN THE DUCT WORK. 7. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. A 8 N Q. M O co N co c0 T 'C N O -' LL co N O N C r� ca O L OX cu � oN N co Q CN N N ~ N o T a O O. J LL J 0 T� U w WJ f- t - W w U) w F- QQ 0 0 N O 0 O to 0 cu J C14 W O O� �o � -J cu C) E 00 C (D 00 w r U z (� C) w CN U CLu 8 N Q. M O co N co c0 T 'C N O -' LL co N O N C r� ca O L OX cu � oN N co Q CN N N ~ N o T a O O. J LL J 0 T� U w WJ f- t - W w U) w F- QQ o rn O 0 0 N O 0 O to 0 cu C14 O O� F-- � w cu (D � C'7 W 5�W C J N LL - z O Z 72 U'- CLu O coUn) CN � T vJ a 8 N Q. M O co N co c0 T 'C N O -' LL co N O N C r� ca O L OX cu � oN N co Q CN N N ~ N o T a O O. J LL J 0 T� U w WJ f- t - W w U) w F- QQ o rn O 0 0 N O 0 O to 0 C14 O O� F-- � W � N Q a) W Z 0 Lu co (n 0 0 U E U) 0 aD � L LLJ C Q L1L - O O Lu .- N I m I d' to CO 11 CO lufi[i�l d- C14 O O� F-- NLu Q W Z 0 Lu co (n U lufi[i�l POWER PLAN NOTES: O J -BOX FOR FUTURE TENANT SIGN.PROVIDE 3/4" CONDUIT WITH PULL CORD TO TENANT'S CORRESPONDING PANEL. COORDINATE MOUNTING HEIGHT & LOCATION WITH ARCHITECTURAL ELEVATION DRAWINGS. 2 (2) 1" CONDUIT WITH PULL CORD TO TELEPHONE TERMINAL CABINET. STUB -UP 2'-0" A.F.F., CAP AND LABEL. Q OFOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL EQUIPMENT RISER DIAGRAM ON DRAWING E301. O4 MOUNT NEXT TO RTU'S. COORDINATE EXACT LOCATIONS WITH MECHANICAL DRAWINGS. / v v v v v v v v v v v v OPROVIDE 3-1/2" EMPTY CONDUIT WITH PULL CORD 5 FROM POWER RISER LOCATION AND STUB UP 2'-0" A.F.F. FOR FUTURE PANEL. CAP AND LABEL. r1 A"'106-6, 106- 6 106-3 RTU -4T1 I I I"; i 1 I�_�I I I r, 1 i L_ �l 4 OWP GFI C 105-6,8 6 105-38: x-36- i JRTU x� I � 1 \WP O 4 4 II O Oit PANEL 1,01 IWUit 102-16 101-16 I % Iii 101-14 02-14_- t CFI _ L - �1 2 102-6,8 102-36 _102-38:4 RTU -4T I IV__I I L_ �I P 4 FI 3 102-23 i 6 L 101-2,4 101-36 r—U-7.5TI, 101-38:40:4; I I I I GFI W O 4 101-23 r-+ O 1 ELECTRICAL POWER PLAN SCALE: 1/8" =1'-0" 4NEL HP TC METER BANK `s\ F- 0 a 0 U h E3 V g N U 00m O M F� ca CN N 0 • p1 r 1E ao dam' c � O N Lo o N �o C� cu O x CKS u LL CD --,`u 0 CD CN 04 00 -a co Q N P CD N ~O w -tom � .,.�•�.t.. _ . oma.. W F- Q 0 If Lo o N to O O O C� o N --,`u E 00 E 00 w P cU w -tom -a co F- c J SCI) (D M U c W F- Q 0 If Lo o N to O O O C� N O O w -tom -a co N c SCI) (D M w- c i IJi_ ® Z w N 0 o - U)�� j c a W F- Q 0 Lo o orn O ii;o O Lo o N to O O O N O O w N H R' N o w c~.) N Z ]C wi w a U C C m z N O O = U N N U N of N w a C c r U O LLJ .-- N m d- u') (D t1 co �' N O O H N 0 o w c~.) N Z ]C wi w a U � m z = U O U HP -5 - I 1,07 — - ----- - I 1073 21 — - ..---�- 107.5 - - --iJ ®, �� 107-�,. --•• --- 1 ® NL - 1 1107-25 X07- — - ---� _ _ _� - (4 � _ � _ n �, I M. EM ! � A I; �) A I >. ,. ( -.. � � " � � -�--- -� 107-27 ® 1, O � ! -- NL� - - �� NL ! - -- 106-9 __ -- _ ' M!:'. A �I - -- t-=� EM I; i - 1 ( 05 - -! 9 �( i L ®X , I O NL ��'-= .104-9 I I � _r r 1 M !, �, A� I - ', c� EM (; !I A �� - - ". - T =-r--rte 1103-9 -� - - ®X®X O I NL I - j, i i 1 O —_,—� NL - r-{---= - _� 102 9 I ! ! I-. ! M "EM I -I - I 101-5 A II _? �) -'- l{ —101- NL O I -- - i j SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). GENERAL NOTES: (. p M IA - --- A (� A 107-9 -- A - -- A 107- - A 107- 1107- A" �� A - A i 107- ! A�EMI - A 106 I -----'--- q I I 3 106;5 ` q _ __ i- 1 106 ' -I . ! A - _ 1105 -- ( A _ 105 5 - A A 05 7, 1M A 104-3 � 1 A =� 104 A -> 104 -'-; 103 --I-' -�-- --� 103-5 103 _�- -! A 7" EM . I - -- A 102 1 I ' r�`- 4° —r -' L—' = tQ `-- — Tit I i} I A 3 101 3 ; 1101-7 - j � � � A � I q� A i I ! I ---a ! A ! � . A � — -- A A --- A -101- ! A ! s C - A -- A A---, A A- I AA T A A A -r A A A A A A A I A U A A I A! A l l } A` A I A A I A A i I Ih T I I EM'1 0 Ly- 0 w EMI' I EMI ; uj -A-A c A------ I A- A -A -A -- A -! A A O O i J 4i11 p A- 0 _A -A- - A A I A A A EM �A O j I M q l q it A E A A A A EM E� I ! E!41 -3 ::- ' I ! ( I EM € E.. I A -A -A A A .A NL 1 � A , I A A- --- I IA - - IA NL 1, _ (A - --I A i A NL A� - A - - A NL I � A A NL i A �' A ! NL I -! I -t- !A- � A-�I�A_i A I I j I ! I I � NL I O I t I- A� ® ® X O i ®x 1 O I I L IA ® 1 x O 1 1� ® O®X !x I IA I I I. - --- -- j� - -- -, _ - --- -- -- ----- --- -1 - - - -� ----i -__-�_- _ LIGHTING PLAN NOTES: O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. LIGHT FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A LITHONIA 2SP8 G 4 32 A12125120 120 (4) 32W T8 GRID B LITHONIA S1 32120 120 (1) 32W T8 SURFACE C E --i FOCAL POINT LLC FAVAS CL 1T51C 120 S SM L835 WH 4' 120 (1) 48" T5 WALL MOUNTED ABOVE WINDOW D o GOTHAM AF 1126TRT 6AR 120 120 (1) 26W TRT RECESSED EM LITHONIA ELM2 N 120 LED INCLUDED WALL 0 8'-0" A.F.F. X ® LITHONIA LQM S W 1 R 120 EL N 120 LED INCLUDED UNIVERSAL O w CN O N cd 'D ti I ALTERNATE FIXTURES SHALL BE BY "COOPER INDUSTRY", "LITHONIA", "GENLYTE", "HUBBELL" AND "THOMAS INDUSTRY". ALL FIXTURE SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE 4• ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS O OTHERWISE NOTED. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR ACCESSORIES FOR ALL FIXTURES. APPROVAL, SEE SPECIFICATIONS. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT � co to FIXTURES. a) ELECTRICAL LIGHTING PLAN SCALE: 118"= V-0" ICA tryf�� v 0 O O t N in E � U Q U o M O coN C'7 � � O C U N �- O w CN O N cd 'D ti I C O "s O c O-- Q O � O N O Zo O N N s std O N ~O N O U w Q tryf�� v 0 O O N vj p N .F o w U �- `n w N�0 � I J U (D j w Q tryf�� 0 N o`n 0 O O N O o W Oco cn AA 1 WN (D M WILL �- -t Q 0 Zo U c- a O U � co to a a) w Q o O ti CD 0 N o`n 0 O O N O Oco WN -t Q O a) UN uj Z Y � LLI 00, ) c c > o 0 U Ln M 0 Ly- 0 w uj c c O O J N O Oco C14 -t Q O UN uj Z Y � LLI 00, C/) U) O U NN MANUFACTURER: SQUARE -D NQOD :. NAME: PANEL '101' .. 'DEMAND LOAD (KVA) MANUFACTURER: SQUARE -D NQob tj/`,ME: PANEL'102-106' MANUFACTURER: SQUARE -D NQOC NAME: PANEL'107' 11.625 MAIN BREAKER: N/A 3 PHASE NEC MAIN BREAKER: N/A 3 PHASE _ MAIN BREAKER: N/A 3 PHASE 1.00 MAIN LUGS:.`75A 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 0 MAIN LUGS: 225A 4 WIRE PROJECT NAME: SHOPPES AT RINEHART MAIN LUGS: 225A 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 0 K.AJ.C.: I� 120/208 VOLTS PROJECT NUMBER: 204372 0 K.A.I.C.: 10 120/208 VOLTS PROJECT NUMBER: 204372 K.A.I.C.: 10 120/208 VOLTS PROJECT NUMBER: 204372 0 MOUNTED: FLUSH FED FROM: 225A METER 1.00 MOUNTED: FLUSH FED FROM: 150A FUSED METER MOUNTED: FLUSH FED FROM: 225A METER NN DEMAND FACTOR 'DEMAND LOAD (KVA) 9.3 1.25 11.625 10.14 NEC 10.07 19.74. 1.00 19.74 0 1.00 0 0 C 0 0 C 0 1.35 1.00 1.35 0 0 54 3#12 1#12E.03/4"C .: t .,: 1.80 , . R ����,.., �...k 0.54 R 3#12,1#12E:G,3/4'C 1.80 g -B,. x:>:,,..�. RECEPTACLE S DISP. RECEPATCLES E EP CL 5 R C TA E DISP. RECEPATCLES 2 6 150A a - 1.50 xz < ��: RR LIGHTING O 0.90 2 rt 0 2 1 O❑ 0 C L SPACE Y CKT IDENTIFICATION WIRE/COND O LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) WIRE/COND IDENTIFICATION CKT o r ENO 2#121#12E.G. 3/4"C " 4 o D -F��,`.• D PANEL 105 a NO. T 15 SPACE ONLY � E 1 2 0 "_ ;, E 1 20 �_ t r 1.80 1 ^, R 17 S .r 11 LIGHTING 2#121#12E.G. 3/4"C SPACE ONLY 18 1.80 a: R 1.80 4 �_3�s � ''.::�`' �i 4#12 1#12EG. 3/4"C 19 S U) LIGHTING 2#12 1#12E.G. 3!4"C tel= `_�' 20 1 DISP. RECEPATCLES P. 20 17 A B G TRIP P P TRIP A B C 1 P �: �-� - EM E NL LIGHTING X 2# 12 1#1.2E.G. 3/4'C L 7 :i�. � � 1.80 - 20 1 1 20 �u t 0:54 �RECEPTACLES � #. � R . 23 2 L ;? y�"� � 1.20 20. 1 1 i ,•A F� ''e� �� _�; R 2#12,1#12E.G.,314"C SPACE ONLY , .'� ,< s, �aS �,.t� 25 e t � �. 3#12;1#12E.G,3/4"G DISP. RECEPATCL = ar LIGHTING 2#12,1 #f2E.G. 3/4. C L x w 0.90 _• x 20 1 J 1 s,.= 0 1 20 1.8 �„r R 27 ISPACE ONLY � TENANT SIGN 2#12,1#12E.G., 3/4"C . , . •�,» �r -ax ,.� ,� �,,:„ 1 20 ., _ �� ,� , . 28 _ES 29 S CEO PA NLY -R�:.�_ - � LIGHTING 2 1#12E.G. 3 4 C 2#1 ! L :, - . �, � D 0.9 20 1 1 20 _ f. 5 31 RECEPTACLES x 27 RR LIGHTING , L {'.. 0.90 SPACE ONLY il _ , .�_ �� � , ,�„_ ;, ._ :, 33 r 4#12.1#12EG. 3/4"C I CEPA CL DSP. RE T 8 29 7 LIGHTINGL 3 4"C 2#121#12E.G, ! ' :e 3 P: 0 90 20 1 $ a 1 20 1.80, JR 35 SPACE ONLY SPACE ONLY „� .., _ � t . .� m � � �. .. ,.. __ . _, .. . .� _ 1.50 2#t2 1#12 E G. 314 C R , ?:, �„� � ��, �, _Lo DISP. RECEPATCL -� 37 SPACE ONLY g LIGHTING 2#121#12E.G. 3/4'C L i, � 0 90 20 1 � � �,,,�� � �` " r , > . 1 20 .. � �-_,a 1.80 �.. � RTU 4 -TON ( ) 38 40 2 42 - 39 SPACE ONLY � � �,- _ _ 41 SPACE ONLY R : - -� _ s`,�� , 34 _LS 10 35 SPACE ONLY 11 LIGHTING . 2#12,1 #12E.G., 3/4 C L .� _�� � � 0.90 1 1 2 4 37 13 LIGHTING ^' 2#12,1#12E.G., 314"C L 9 . 0. 0 } 0 2 1 1 20 =' 0 36 ,- � - ., . u _ R G ''C G RR FI 14 3#8,1#10,1 C " H _ _ 4.61 �. _ . � 40 3 3 60 �-�`; 6.58 -�-�; H 3#41#101"C .< . , _ ��.r �.� . �k � 40 2 r>, � 41 Hbm 4.61 RR LIGHTING 2#12 1#12E.G: 3/4'G L 0.90 20 1 1 20 ,. 15 �=:� ��r ,xr. ,s� ate, 17 SPACE ONLY r_ .. . >€ �.� � . ;� SPACE ONLY 1g ,,-. ,� ,�'`��, ;�,s ,� 19 SPACE ONLY SPACE ONLY t�?'��x�'i�:�;-�,.����,� s; t�E,� c> �' �`4.. �'A "�.,s:� SPACE ONLY 22 21 , .�.. Tntt�.��� .vw 1)�.'�st�� - 3 23TE AN SIGN 2�12 1#12E.G. 3/4"C L `, 1.20 20 1 ,�...', � SPACE ONLY 24 ONLY .r SPACEONLY26 25 .:SPACE : .r SPACE ONLY s.{li zys :y;J i:eu - SPACE ONLY 28 29 SPACE ONLY i Y tt ..t om. .. g -p .. .,e,Lr£ 3 i C d» �..;.. *t 2:.. =;.x . N^ SPACE ONLY 30' SPACE ONLY32 r �F t n ;; SPACE ONLY 31 ONLY !4 SPACE ONLYSPACE 4 SPACE ONLY =�-�� , +� :�� �<�r �� 1 20 �� �< � .F; �e�� 1.50 R 2#121#12E:G..3l4 C RTU RECEPTACLES 36 4 35 c�1� ��� _;� SPACE ONLY EEL i �.-�� ��,��T� ;� Y +F ,�'= 38 ;� 3 60 A tY. .. s 6.58 � H. 3#4,1#1 0 "C TU 7.5 TON R ( ) 40 2 SPACE ONLY .: r .. r'•- � 39 ,?,�>�r �.� : s u r.,�3-A ..,.F�'.:�s.A1 ,.. i� -,�, . u,..._ d' rY. � Nim 6.58 H ,1 42 41 SPACE ONLY » F I 3.ti 12. / I'. 3.0 TOTAL KVA PHASE A'. 12.88 TOTAL KVA PHASE B: 14.23 TOTAL KVA PHASE C 13.42. . LIGHTING (L) PECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR 'DEMAND LOAD (KVA) 9.3 1.25 11.625 10.14 NEC 10.07 19.74. 1.00 19.74 0 1.00 0 0 NEC 0 0 1.25 0 1.35 1.00 1.35 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR.RATED CIRCUIT I y.3 1 11.0 1 1U.4 TOTAL CONNECTED KVA: 40.53 TOTAL CONNECTED AMPS: 1'12.50 TOTAL DEMAND KVA: 42.79 TOTAL DEMAND AMPS: 118.76 GENERAL SQUARE FOOT: 2064 LIGHTING LOAD: 3 LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 19.74 KVA R 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE INC 0 CKT E NO S IDENTIFICATION. WIRE/GOND 0 LOAD/PHASE (KVA) D E CIRCUIT BREAKER LOAD/PNASE (KVA) G 0. D WIRE/COND E IDENTIFICATION N CKT 0 NO T E S 13.83 1.00 13.83 0 A7_T B C TRIP P P TRIP A B C NEC 0 0 1.25 5 7 M E L- LIGHTING LIGHTING LIGHTING LIGHTING 2#12 1#12E.G. 3/4"C „ 2#121#12E.G.3/4C „ 2#12,1#12E.G., 3/4 C 1 2#12, #12E.G.,3/4 C 1.80ZEN: t 0:90. 3.,_._ :.. ,_ � _.- L ��.F 3 0.90 L 0:90 ��-: �� �.... ,���; 0 20 1 1 20 20 1 1 20 20 1 1 20 0 54 3#12 1#12E.03/4"C .: t .,: 1.80 , . R ����,.., �...k 0.54 R 3#12,1#12E:G,3/4'C 1.80 g -B,. x:>:,,..�. RECEPTACLE S DISP. RECEPATCLES E EP CL 5 R C TA E DISP. RECEPATCLES 2 6 150A a - 1.50 xz < ��: RR LIGHTING # C 2 12 1 #12 E.G. 3/4" 0.90 2 rt 0 2 1 O❑ 3 C L SPACE Y 10 150A 11 SPACE ONLY 1.80 �.�� " _ f t. NEMA 3R 4 U o r LIGHTING 2#121#12E.G. 3/4"C " 4 o UUn) -F��,`.• PANEL 105 a DISP. RECEPATCLES g 15 SPACE ONLY � PANEL 106 1 2 0 "_ ;, „ 1 20 �_ t r 1.80 1 ^, R 17 SPACE ONLY .r 11 LIGHTING 2#121#12E.G. 3/4"C SPACE ONLY 18 1.80 a: R 1.80 4 �_3�s � ''.::�`' �i 4#12 1#12EG. 3/4"C 19 SPACE ONLY U) LIGHTING 2#12 1#12E.G. 3!4"C tel= `_�' 20 1 DISP. RECEPATCLES P. 20 17 21 SPACE ONLY L a = 0.90 ..x , m.,�. P �: �-� 1 20 i �r .,..... ,. .: 0.36 -t <. �..r ,. � ��,��;<�x .r RR GFI SPACE P E NL ONLY 22 3 . 23 TENANT SIGN 2#12;1412E,G., 3/4 C L ;? y�"� � 1.20 20. 1 1 20 i ,•A F� ''e� �� _�; R 2#12,1#12E.G.,314"C SPACE ONLY 24 25 SPACEONLY SPACE ONLY = ar S 1.35 v ter. SPACE ONLY 26 22 27 ISPACE ONLY � TENANT SIGN 2#12,1#12E.G., 3/4"C L - 1.20 ,.� ,� �,,:„ 1 20 SPACE ONLY 28 INSTAHOT WH 29 S CEO PA NLY -R�:.�_ - � RR LIGHTING 2#12,1#12E.G.,3/4"C a-..:-. ,�-" �¢ ,�� �- 4,, .,. 20 SPACE ONLY 30 R 2#12,1#12E.G.,314"C 31 SPACE ONLY x 27 RR LIGHTING , L {'.. 0.90 SPACE ONLY 32 33 SPACE ONLY 29 SPACE ONLY 34 35 SPACE ONLY SPACE ONLY „� .., _ � t . .� m 1 20 �. .. ,.. __ . _, .. . .� _ 1.50 2#t2 1#12 E G. 314 C R , RECEPTACLES RTU RE EPT 36 4 37 SPACE ONLY I 32 3 40 4.61' -t#' H r 8 01"C � s� 4.61 ;� , ss; H 3# ,1#1 ,,z 4.61 H RTU 4 -TON ( ) 38 40 2 42 - 39 SPACE ONLY � � �,- _ _ 41 SPACE ONLY I Z./ 1 1.0 1 Z.I. I TOTAL KVA PHASE A: 10.01 TOTAL KVA PHASE B: 9.56 TOTAL KVA PHASE C: 8.75 VA/SF I I LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGESTMOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 6.6 1.25 8.25 6.54 NEC 6.54 13.83 1.00 13.83 0 1.00 0 0 NEC 0 0 1.25 0 1:35 1.00 1.35 NOTES: 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUIT PANEL 101 c - PANEL 102 2 PANEL 103 2 m PANEL 104 Z A T1 1 1.1) 1 1.0 1 U.r 1 TOTAL CONNECTED KVA: 28.32 TOTAL CONNECTED AMPS: 78.61 TOTAL DEMAND KVA: 29.97 TOTAL DEMAND AMPS: 83.19 GENERAL SQUARE FOOT: _ 936 LIGHTING LOAD: 3 * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 13.83 KVA R 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE oU IDENTIFICATION U C 0 LQAD/PHASE (KVA) D E 225A LOAD/PHASE (KVA) 150A IDENTIFICATION 00 MAIN METER U E3 16.125 16.5fj BANK A B C TRIP P 150A 1200A 150A 1.00 00 MCB U� 1 EM, EX NL- LIGHTING 120/208V L 1•�0 ,.� � -� � 20 1 150A a - 1.50 xz < ��: 225A DISP. RECEPATCLES ❑O 2 O❑ 3 150A 2#121#12E. 4 150A 20 1 1 20 1.80 �.�� " _ R a#tz, 1#12EG., 3l4"C NEMA 3R 4 U o r LIGHTING 2#121#12E.G. 3/4"C " 4 o UUn) -F��,`.• PANEL 105 a DISP. RECEPATCLES g LIGHTING 21#12 G. 34"C 0. -X+a HTIN 2#1 E. ! 20 1 20 8 7 L �0 � > � ` 1 1. 0� > �-� .� �• R 3#12 1#12EG. 3/4 C g PANEL 106 2#12,1#12E.G.,3/4"C L 0.90 20 1 1 20 �_ t r 1.80 1 ^, R PANEL 107 MAIN POWER RISER LC PANEL HP 225A M.L.O. NEMA 3R WP U CKT ENO S IDENTIFICATION WIRE/COND C 0 LQAD/PHASE (KVA) D E CIRCUIT BREAKER LOAD/PHASE (KVA) C 0 D WIRE/COND E IDENTIFICATION CKT NO O T E S 1.25 16.125 16.5fj NEC A B C TRIP P P TRIP A B C 0 1.00 o il 1 1 EM, EX NL- LIGHTING 2#12,1#12E.G., 3!4"C L 1•�0 ,.� � -� � 20 1 1 20 a - 1.50 xz < ��: R DISP. RECEPATCLES 2 Z W c 3 LIGHTING 2#121#12E. 4 L ,, <:; 0.90 3- f :__ 20 1 1 20 1.80 �.�� " _ R a#tz, 1#12EG., 3l4"C DISP. RECEPATCLES 4 U o r LIGHTING 2#121#12E.G. 3/4"C " 4 o UUn) -F��,`.• a DISP. RECEPATCLES g LIGHTING 21#12 G. 34"C 0. -X+a HTIN 2#1 E. ! 20 1 20 8 7 L �0 � > � ` 1 1. 0� > �-� .� �• R 3#12 1#12EG. 3/4 C g LIGHTING 2#12,1#12E.G.,3/4"C L 0.90 20 1 1 20 �_ t r 1.80 1 ^, R DISP. RECEPATCLES 10 o 11 LIGHTING 2#121#12E.G. 3/4"C L r. _ 0.90 20 1 1 20._ 1 20 1.80 a: R 1.80 4 �_3�s � ''.::�`' �i 4#12 1#12EG. 3/4"C RECEPTACLES 12 U) LIGHTING 2#12 1#12E.G. 3!4"C tel= `_�' 20 1 DISP. RECEPATCLES 15 LIGHTING 2#12,1#12E.G.,3/4"C L 0.90 20 1 P. 17 LIGHTING 2#12,1#12E.G., 3/4"C L a = 0.90 ..x , m.,�. 20 1 20 i �r .,..... ,. .: 0.36 R 2#12,1#12E.G., 3/4-C RR GFI 18 cu 1g LIGHTING 2#12,1#12E.G..3/4"C L 0.90 , 20 1 20 0.36 0 3^:; R 2#12,1#12E.G.,314"C RR GFI 20 21 SPACE ONLY = ar 1.35 v ter. 1#1zE.G.,a•'c O z# 12, E. . 3 INSTAHOT WH 22 Lu 3 23 TENANT SIGN 2#12,1#12E.G., 3/4"C L - 1.20 20 1 20 >. s< 1.35 ,�' , , O 2#12,1#12E.G.; 3/4"C INSTAHOT WH 24 25 RR LIGHTING 2#12,1#12E.G.,3/4"C L 0.90 1 rt 20 1 20 1.50 R 2#12,1#12E.G.,314"C DISP. RECEPATCLES 26 27 RR LIGHTING 2#12,1#12E.G., 3/4"C L {'.. 0.90 20 1 29 SPACE ONLY; Ix.- SPACE ONLY 30 m 't 31 SPACE ONLY n z ''T _,#{£ fi > SPACE ONLY 32 33 SPACE ONLY`- R : - SPACE ONLY 34 35 SPACE ONLY 1 20 �j 1.50 R 2#12,1#12E.G.,3/4"C RTU RECEPTACLES 3g 4 37 H 4.61 6.58 `, r ` H 38 2 39 RTU (4 -TON) 3#8,1#10,1 C " H _ _ 4.61 �. _ . � 40 3 3 60 �-�`; 6.58 -�-�; H 3#41#101"C RTU 7.5 -TON ( ) 40 2 41 Hbm 4.61 ; 4 _ , . 6.58 H 42 I 1U.0 I 0.Z I 0.0 TOTAL KVA PHASE A: 23.55 TOTAL KVA PHASE B: 21.54 TOTAL KVA PHASE C: 20.64 I VA/SF LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) 1 16.0 1 1s.5 1 IZ.I I TOTAL CONNECTED KVA: 65.73 TOTAL CONNECTED AMPS: 182.45 TOTAL DEMAND KVA: 65.68 TOTAL DEMAND AMPS: 182.30 GENERAL SQUARE FOOT: 3047 LIGHTING LOAD: 3 * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 33.57 KVA NOTES: 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE POWER RISER NOTES: 0 1. 4 SETS OF 4#350 KCMIL, EACH IN 3" CONDUIT. 0 1a. (4) EMPTY 3" CONDUITS TO XFMER, WITH PULL STRING FOR FUTURE SERVICE NEEDS, CAP AND LABEL. 2. #3/0 COPPER CONDUCTING GROUND. SEE GROUNDING ELECTRODE DETAIL ON SHEET E301. 3. 4#4/0, 1#4=CONDUIT.Q24. 4#2/0, 1#6 5. NOT USED 6. LIGHTNING ARRESTOR. 7. LIGHTING CONTACTOR CABINET IN WEATHERPROOF ENCLOSURE - FOR LIGHTING CONTACTORS. SIZE AS REQUIRED. 8. 7 -DAY, 4 -CIRCUIT PROGRAMMABLE TIME CLOCK. WEATHER PROOF ENCLOSURE, EQUAL TO INTERMATIC #ETZ0415CR. 9. PHOTOCELL K4121 OR EQUIVALENT. 10. TENANT INTERMATIC TIME CLOCK MODEL #T173120 OR EQUIVALENT. *** ALL WIRING SHALL BE COPPER ONLY. FAULT CURRENT GENERAL NOTES: AJWmg 1. FOR A 500 KVA TRANSFORMER (T1) WITH A SECONDARY VOLTAGE OF 208 VOLTS, THE AVAILABLE SHORT-CIRCUIT CURRENT IS 50,241 RMS (CALCULATION BASED ON TRANSFORMER DISTANCE OF 60'-0" TO MAIN SERVICE). SYMMETRICAL AMPERES. (TRANSFORMER BASED ON A 2% AVERAGE IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY COMPANY. 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 65,000 AMPS. METER SOCKETS SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF ITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 4. THE SYSTEM SHOWN HERE IS A SERIES RATED SYSTEM AND IS COMBINATION OF FUSES/M.C.B. AND BRANCH CIRCUIT BREAKERS, THAT CAN BE APPLIED AT AVAILABLE SHORT-CIRCUIT LEVELS ABOVE THE INTERRUPTING RATING OF THE LOAD SIDE CIRCUIT BREAKERS, BUT NOT ABOVE THAT OF THE MAIN SIDE DEVICE USING SERIES -CONNECTED RATINS WILL PERMIT THE USE OF LOWER INTERRUPTING RATING BRANCH CIRCUIT BREAKERS AS LONG AS IT MEETS 2002 NEC ARTICLE 240-86(A). A U DEMAND CONN. LOAD DEMAND LOAD (KVA) FACFOR (KVA) 12.9 1.25 16.125 16.5fj NEC 13.28 33.5 1.00 33.57 0 1.00 o 0 NEG o 0 1.25 1 0 2.7 1.00 1 2.7 1 16.0 1 1s.5 1 IZ.I I TOTAL CONNECTED KVA: 65.73 TOTAL CONNECTED AMPS: 182.45 TOTAL DEMAND KVA: 65.68 TOTAL DEMAND AMPS: 182.30 GENERAL SQUARE FOOT: 3047 LIGHTING LOAD: 3 * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 33.57 KVA NOTES: 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE POWER RISER NOTES: 0 1. 4 SETS OF 4#350 KCMIL, EACH IN 3" CONDUIT. 0 1a. (4) EMPTY 3" CONDUITS TO XFMER, WITH PULL STRING FOR FUTURE SERVICE NEEDS, CAP AND LABEL. 2. #3/0 COPPER CONDUCTING GROUND. SEE GROUNDING ELECTRODE DETAIL ON SHEET E301. 3. 4#4/0, 1#4=CONDUIT.Q24. 4#2/0, 1#6 5. NOT USED 6. LIGHTNING ARRESTOR. 7. LIGHTING CONTACTOR CABINET IN WEATHERPROOF ENCLOSURE - FOR LIGHTING CONTACTORS. SIZE AS REQUIRED. 8. 7 -DAY, 4 -CIRCUIT PROGRAMMABLE TIME CLOCK. WEATHER PROOF ENCLOSURE, EQUAL TO INTERMATIC #ETZ0415CR. 9. PHOTOCELL K4121 OR EQUIVALENT. 10. TENANT INTERMATIC TIME CLOCK MODEL #T173120 OR EQUIVALENT. *** ALL WIRING SHALL BE COPPER ONLY. FAULT CURRENT GENERAL NOTES: AJWmg 1. FOR A 500 KVA TRANSFORMER (T1) WITH A SECONDARY VOLTAGE OF 208 VOLTS, THE AVAILABLE SHORT-CIRCUIT CURRENT IS 50,241 RMS (CALCULATION BASED ON TRANSFORMER DISTANCE OF 60'-0" TO MAIN SERVICE). SYMMETRICAL AMPERES. (TRANSFORMER BASED ON A 2% AVERAGE IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY COMPANY. 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 65,000 AMPS. METER SOCKETS SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF ITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 4. THE SYSTEM SHOWN HERE IS A SERIES RATED SYSTEM AND IS COMBINATION OF FUSES/M.C.B. AND BRANCH CIRCUIT BREAKERS, THAT CAN BE APPLIED AT AVAILABLE SHORT-CIRCUIT LEVELS ABOVE THE INTERRUPTING RATING OF THE LOAD SIDE CIRCUIT BREAKERS, BUT NOT ABOVE THAT OF THE MAIN SIDE DEVICE USING SERIES -CONNECTED RATINS WILL PERMIT THE USE OF LOWER INTERRUPTING RATING BRANCH CIRCUIT BREAKERS AS LONG AS IT MEETS 2002 NEC ARTICLE 240-86(A). A � U ci N U M O co M (v rn O N LL co O 04N ti c O O L 0 x ca O m O p of: N C N _uco Q N N o ' N ti N O r zr t C LL W Q o U 0 N o 0 O CD 0 cu O uj j I..L� ;y N cl u W e cu p N co 00c o0 W cn D Q U C Z W c r � J U p� l Z C � U ci N U M O co M (v rn O N LL co O 04N ti c O O L 0 x ca O m O p of: N C N _uco Q N N o ' N ti N O r zr t C LL W Q o o O C 0 0 N o 0 O CD 0 cu O I..L� O W e N ca mo O cn D W - M W O p� l Z C W Q. _I iE Li - 0 Z U o r _17- o UUn) T J a � U ci N U M O co M (v rn O N LL co O 04N ti c O O L 0 x ca O m O p of: N C N _uco Q N N o ' N ti N O r zr t C LL W Q o o O C 0 0 N o 0 O CD 0 N O O W e N O D W N W O a) 0p W EL U) O U �> 0 o 0 An U) a> cu Lu c c O O Ix.- N m 't Lo (D n 00 "I N O O M ~N O D W N W O `1 U 0p W EL U) O U 1 9 IMM c C —Renna Enterprises, Inc. P.EL # 3c067 Ponald R. Penna, P.E. 1 RUTH. # 00008531 Consul irllg Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, F1 '13811 Fax. (T.Jil-) 646 68r-31 i®r CIA ui C> IMM c C —Renna Enterprises, Inc. P.EL # 3c067 Ponald R. Penna, P.E. 1 RUTH. # 00008531 Consul irllg Engineers 3231 Drone Field Road Ph. (863) 646 1258 Lakeland, F1 '13811 Fax. (T.Jil-) 646 68r-31 r --.-a r r- i®r CIA ui C> I of - J=D ca Coll CU CD Z CD w LU 40 Lij ar LL r) C) Lli r --.-a r r- CIA C> I of - ca Coll Z CD w w CIA C-) Lij ar LL C) Lli UJ r --.-a r r- CIA C> I Z cy) w UJ z re, 0 LU rY --E � C) r --.-a r r- REVISIONS PERMIT # G — I q 0 Ll DATE l2 . 20. o Co ADDRESSFl 7,27>1 CONTRACTOR-t��-,r SavYYler..� CT As PH # 9FAX # DESCPRITION OF REVISION; UTILITIES FIRE BLDG '� C— I -ILL. Sr,tYtdyo-,. A 5 O O PANEL 107 PANEL III5 O 1 5c V15cd FI vj 107-12,14,16 --,I� 6 2 106-2,4+ 0� 1� s II ,t it I I 106-14 107-20 107-18 107-22 �i 107-24 106-6,8 105-6,8 aj �_ U-7.511 107-38:40:42 107-37:39:41 2 1 6 105-38: 106- 6 106-38:40,4; ---,':----� 3rr RTU 4TI I I RTU 4TI ' I RTU-aT x i i FXV i 2; II ' i IIrX� I IL -- O WP =-- O( --- j L WP O ®GFI 9 4 GFI\2_/1 I 4 11,17-8,10 107-23 1 I POWER PLAN NOTES: O J -BOX FOR FUTURE TENANT SIGN.PROVIDE 3/4" CONDUIT WITH PULL CORD TO -TENANT'S CORRESPONDING PANEL. COORDINATE MOUNTING HEIGHT & LOCATION WITH ARCHITECTURAL ELEVATION DRAWINGS. 2 (2) 1" CONDUIT WITH PULL CORD TO TELEPHONE O TERMINAL CABINET. STUB -UP 2-0" A.F.F., CAP AND LABEL. O FOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL EQUIPMENT RISER DIAGRAM ON DRAWING E301. 4 MOUNT NEXT TO RTU'S. COORDINATE EXACT LOCATIONS WITH MECHANICAL DRAWINGS. OPROVIDE 3-1/2" EMPTY CONDUIT WITH PULL CORD FROM POWER RISER LOCATION AND STUB UP 2'-0" A.F.F. FOR FUTURE PANEL. CAP AND LABEL. 6 "14 CD ) 106-23 F ELECTRICAL POWER PLAN SCALE: 1/8"= l' -O' 4NEL HP TC METER BANK 0 a WUN'd C mm 3 �V m _ y A w F--' Q � I O V N �- O N O O N O O N O C'7 O O C`7 O d' • 0 ® E � o V In i1 u CV U > O co `Y' " C) co NN� N 'C CV TAW4 V 0 G: co W.ro O N O `0 0 c 0 QJ V c L �� u Lo i! J _C— ( r C U L i1JD Lill Q N ' w F--' Q � I O V N �- O N O O N O O N O C'7 O O C`7 O d' O CO N O CO N W = Q Lu u Nh } O N > O co N > O V " C n m tD NN� N �yy, CD W.ro °O O `0 0 w �_- _ U :z ® L F_ Lo i! J _C— ( r C U I w F--' Q � I O V N �- O N O O N O O N O C'7 O O C`7 O d' O CO N O CO N W = Q Lu e- Nh } O N > O co N > O V .5; O Lo C n m tD NN� O ; � (10 w N o r- -tti O (D� LL_ -1 Q O z o F_ "- _C— ( `.° C ) C_ �0�y LV o_ I w F--' Q � O m O O O V N �- O N O O N O O N O C'7 O O C`7 O d' O CO N O CO N W = Q Lu e- Nh } O N > O co N > O V .5; O Lo C n m tD O 1� O ; ZC) W w� CL N d- N u.l ~ 0 w (J) O N oZ Z O CL m w X = U = z LIGHTING PLAN NOTES: 10 EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. U ELECTRICAL LIGHTING PLAN SCALE: 1/8"= V-0" LIGHT FIXTURE SCHEDULE SYMBOLMANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING FA LITHONIA 2SP8 G 4 32 A12125120 120 (4) 32W T8 GRID � o LITHONIA S 1 32120 120 (1) 32W T8 SURFACE C —+ FOCAL POINT LLC FAVAS CL 1T51C 120 S SM L835 WH 4' 120 (1) 48" T5 WALL MOUNTED ABOVE WINDOW D 0 GOTHAM AF 1/26TRT 6AR 120 120 (1) 26W TRT RECESSED EM LITHONIA ELM2 N 120 LED INCLUDED WALL R 8'4" A.F.F. V 1 F- F 0 NULITE EJL-G 150 MH 120V WH 120 (1) 150W MH WALL AT 11'-0" (V co U n�cu ALTERNATE FIXTURES SHALL BE BY "COOPER INDUSTRY", "LITHONIA", "GENLYTE", "HUBBELL" AND "THOMAS INDUSTRY". ALL FIXTURE c+7 SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). ci GENERAL NOTES: <S J — 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE r •� N ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS 017 l.l_ OD 0 OTHERWISE NOTED. O N 2. PROVIDE NECESSARY MOUNTING HARDWARE AND 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR c t` ACCESSORIES FOR ALL FIXTURES. APPROVAL, SEE SPECIFICATIONS. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT U FIXTURES. a w U ELECTRICAL LIGHTING PLAN SCALE: 1/8"= V-0" w Q o w o O ti 0 a 0 to 0 N 0 N co 0 C7 N I 0 N F � i NCD Q N c C tn oO I 4-- O 0 z V Lo Q F- �" N U w (V co U n�cu O coM c+7 ci <S J — U r •� N z c 017 l.l_ OD 0 w O N P.� U > c t` o z U a w �� c� 4 MTV: C::) oco :Dm r o0 Q CV = N N IL CN O cf) U w Q o w o O ti 0 a 0 to 0 N 0 N co 0 C7 N I 0 N F 0 N FF� i NCD c C oO I 4-- O z m m V F- �" c w (V co U n�cu C,4 w Q o w o O ti 0 a 0 to 0 N 0 N co 0 C7 0 ao 0 0 N F 0 N FF� = N O cwn < J m m c 0 ' m 3 0 c 0 c cc m 3 0Lij c w m 3 0 o Ln a a� o m c o ' m 3 o ui = n�cu C,4 c+7 M <S J — U Lj- z c L Z o 0 w N C P.� U > coo co o z w Q o w o O ti 0 0 N2 o I 0 to 0 N 0 N co 0 C7 0 ao 0 0 N F 0 N FF� = N O cwn < J m m c 0 ' m 3 0 c 0 c cc m 3 0Lij c w m 3 0 c o m 3 o Ln a a� o m c o ' m 3 o ui = t C,4 c+7 <t LoCD r -- co N O z co Nt w N U o 0 w o z oco :Dm = z IL cf) U MANUFACTURER: sQUARE-D ti PANELli 10AIN BREAKER: vil 3 PHASE NJAIN Li 225A 4- `0 IR F P ROJEU r NA.hil E: SHOPIP ES A r RINE HARf K,A.Ix,*4; io 204372 MOUNIED; F L[ 1,3 H FED FR= 226A tyl E TE P. W A N 6;54 PANEL'102' I U, 1.4 NEC li 1 9.74 11,00 I 9,74 IVA 1 0 0 t .-m 0 1,35 LOADWHASE (KVA) CKT I.... . .......... . . . . I 0 LOADiPI-11ASE (KVA) CIRCUIT BREAKER LOADIPHASE (KVA) 10� 4 )PARE M NO. CKT 0 NEMA3R D T PROJECT R: 204372 K A- 1. C. : D PANEL 101 1 2 012 08 VOLTS P RO -i E CT 4 -4 U N1 8 E R. -204372 PANEL 102, E PANEL 105 D 'otil: 400A ME TER FEI FR NIOUNTED� FLUSH E VVIREICOND ]DEN 711FICATION FED FROfV D TI TI 4 E Di MAIN POWER RISER NO. E B C ilp X T 'A6 N N E E li EY, NL- LIGI 2 1 2, 1 1 2 E. C;,., 2 L .......... 20 'I I ........... 20 0.54 ............ ... R LOADMHASO RECEPTACLES 2 S T C. LIGHTING A D I5 . . ........ n H; f , 20 1 -1 20 1.80 A B TRIP P P TRIP A B C LIGH'T 2#1 2, I Al 2E �G�, A L 0, ri 0 I U 1 20 t I 2 ..... .... ..... . ... ........ ....... . ... . ... ........ . ....... . . ... ........... .......... 13# 6 RECEPTACLES ILIGHTING, -4 4 = 7 A 12, 0 1 2 E.i 3WC 2 91 2, 1 A I 2E.G., 3,14'C A B c 20 1 'I ........ . .......... 0j. i 20 t I -------- ---- ------- 20 I `51 ....... . .. R' T) t S —V,H E t f A TC L F 5 4 E 2#12�1#12E.13.,314'0 L 20 1 5 . .. ......... . .... . . - ------- L . .. .. ........... . o c,l o 20 1 I 20 .... .... ......... ..... . . . . .... ........ .... . .. ............ ......... ... PACE ONLY R I RECEPTACLES .. .. . ...... ..... . i.rso 1 Eklil, EY, NL- LIGHTING 91V-_ 1 20 SPACE ONLY 2912, I ff I 2412,1 #1 2E -;G;, 3)4'C L . .. .. ... .... .. . - -------- _-- . . ....... ........ ....... .... ... .... . 20 1. 1 20 1480 ... .. ..... ......... . . ............... . ............ I.... I DIS P, RECEPATCLES 7 . .... ................... .. ... . ........ ............................ R 2 A 1 2, 1 4 t 2 i V4T, R R G . . ... .. . .... .... 2# 12, 1 1 2 F;Q;, IR -6 " 1 .. . ............. . ............ ....... 4 '�3PACE ONLY RR UGHTING .......... .. ......... .. ........ . .. ......... k L 1 20 .................... ..................... i 2 1 2, 1 1 2 E; G 3,14 T, INSTAH ')T %lVH 10 DISP. RECEPATCLES 17 . . ..... .... . 1-00 20 1 . .. .... ----------- - 2#12�1#12E6133;,, 3A"C ............... . .. . .... .... ... .... . .. ISPACE ONLY 12 iONLY T 20 1,80 SPACE ONLY SPACE DISP. RECEPATI— .... ... . ... . .. ii LIGHTING TENANT -TON L RR G -I I 0.00 20 t I 21 ONLY . ........... . ........................ I ................. . .................. . . . . . ......... ....... . . R 2# 12, 1 a 3f4 DfSP. RECEPATCLES ...... ..... .... .... . .. .. . .. . .. . ....... SPACE ONLY ......... . . 20 ..... 16 26 I ILIGHTING 912,1912E.i jA c . ..... . ..... L 0 0 .......... . . . .. .. ... .... .. . . ..... ........... ... .. ... ... ... --- -- ---- 20 Ij I 20 . . ..... .... ..... ...... ...... .2412,1 Rl 4' 1 2 E �G., RR GF1 14 I i 3 TE NAN r 8 IGN L ... . ... ........ RR LII)i 24 '12,1 1 2 E G_ �)M 0 ONU`( . .... . ... 1 20 t 1 20 12 SPACE ONLY 24 2#12,1#1lErG:, le4`C INSTAHOT WH 16 25 SPACE ONLY ----------- --- .... . ..... . ..... . ..... 20 I 7 SPACE ONLY 20 -1.80 L ..... ..... . . . .. ..... .... . ..... . ....... .... ... R -PACE ONLY b .................. LlaGHTING 2# 1 2,,l 4 I 2E�Cl, 314"G 25 SPACE ONLY 'E ONLY ....... . . . . ... .... . .. . .. . .......... ........ ... . ......... H . ................... . ......... . ... - - ---------- - - . ............ . SPACE ONLY . ... ...... .......... ... ... ........ ... .......... .. . . .......... . .............. . .. ... . . . ...... .. . .... ... . ..... . �TP �E ONLY 28 ... . ... .. . . .......... ........... .. . ...... ....... . ... .... ... . .... i 2,�) SPACE ONLY SPACE ONLY 20 28 R 12 #12J#12EJ3., 3,4"G RR GFI 2q ISPACE ONLY ........... ........ . ILK2HTING .... ....... 30 SPACE ONLY 1 ............. ................. . PACE ONLY 7, SPACE ONLY 2#12,1112E�G.j314 .TljRR GFI 210 . ....... . ..... 21 SPACE ONLY 32 E2 ..... ... .. . SPACE ONLY ---- - ------ mom SPACE ONLY 22 21 SPACE ONLY - --------- - . . . . ........ - .. ... ..... .............. 1 20 1.3-5 2#12,1#12i 31 33 21 37 23. ....... . .... ... ...... .... . 24 ----- -------------- 16-T 3 1 23 ITENANT SIGN 24`12,19:12E.G�, 31, L 2 # i 2,1 1 2 E 'CIINSTAHOTWH 1,20 20 t 26 Tl N R J 4 ftj 21 ........ . . . .. ..... ......... .... ..... . .. SPACE ONLY 24 20 1,5,0 R 2# 1 2, 1 I 21i RTU RECEPTACLES SPACE ONLY 4 42 2 ... . .... . . ............. ...... .... SPACE ONLY - .. .. ... ......... 1 SPACE ONLY 26 H 2A 38 2 SPACE SPACE ONLY mml . ............... .... . ....... .. . ...... . .. . 40 4 I SPACE ONLY 3 R -TO N) TU i 31 SPACE ONLY 29 SPACE ONLY 0 N LY ......... ---------- - --------------- - SPACE ONLY . ..... ......... .... 4.61 [ I SPACE ONLY -28. 0 ........... ',,PACE ONLY ... ........ ... . ...... . . ........ ......................... ..... .............. .... SPACE ONLY 34 SPACE ONLY . .. ..... .. ..... ..... ...... ... ...... .... . .. 18PACE 0 N L, Y . .. .......... 35 L KVA PHASE k I M I ­- - -- TTLKVA, .... . . SPACE ONLY 34 1 20 . ........ . .... .. TOTAL KVA PHASE R: 9. 15 6 R 35 SPACE ONLY ..................... ............ ..... TOTAL KV1% PHASE C: f06 . .... . .... . ... 1 20 2# 1 2,14 12E_G�, 3AIT, RTU RECEPTACLES ... .... _-_ 4 DEI,�tAND 'E C SPAc j N LY RTU I4 -TON) 3#8,1#10,14C I .. .... . ........ ..... . ............ - 4.61 )AD " . .. . . . ....... ...... . . . . . . in�o 4 5-Ti RTU i 4Q 2 Q A 0 39 $PACE ONLY H .......... 00 FAC'TOR !K'i -3 rl # 0, I RT�U (7.i5 -Ti 40 2 I 0. 0 a�2 SPACE ONLY 13.5 GENERAL LLIGHlING (L) 6,58 j L.25 9,25 A: 23-55 SQUAPE FOOT: 936 42 3 VAISF 1; Fj .2,7 3.0 93 -11,5 10.4 i TOTAL KVA PHASE A: i2_88 TOTAL CONNECTED KVA: 40-53 TOTAL We PHA$E 8: 14,23 TO, TA L 0 0 t' -I N E Cl E 1) A Nil P S: KVA PHASE C: 13.4 OPhi KVA; 42-70 6. FA A/C HEA]FING A/C COOLING KffQi EQUIPENF(K) LARGEST NIOMR (lyl) r )THF 1-1, NOTES. 1) PROVIDE LOCKED CIRCUIT BREAKER MANUFACTURER: SQUARE -D NQOD MAIN BREAYR� NfA 3 PHASE blAIN Li 225A 4 VIRE K.A_I_C_� 10 1201208 VOLS MOUNTED: FLU, Il GENERAL 8QUARE POOT: 2064 I'Lle H 1-Ir'4G, LOAD: 3 VAISF * LIGHTING DENIAND LOAD 19 BASED ON THE LARGER OF THE -RO (GOINNECTED VS. TABLE 220.a.. NEC 2fl02.) "LARGUR AIC LOAD: 19,74 KVA NANfi PANEL '106,110i PROJECT NAME, HOPPESAT RINEHART P ROJECT NU MBE R� 204372 FED FRONT, t5OA FV3ED METER LOAD JKVA) U i ND fKaX,i, FACTOR I W A NEC 6;54 PANEL'102' I U, 1.4 NEC li 1 9.74 11,00 I 9,74 IVA 1 0 0 t .-m 0 1,35 LOADWHASE (KVA) CIRCUIT I.... . .......... . . . . I ..... . ....... . ............ . MANUFACTURER: SQUARE -D NQOD MAIN BREAYR� NfA 3 PHASE blAIN Li 225A 4 VIRE K.A_I_C_� 10 1201208 VOLS MOUNTED: FLU, Il GENERAL 8QUARE POOT: 2064 I'Lle H 1-Ir'4G, LOAD: 3 VAISF * LIGHTING DENIAND LOAD 19 BASED ON THE LARGER OF THE -RO (GOINNECTED VS. TABLE 220.a.. NEC 2fl02.) "LARGUR AIC LOAD: 19,74 KVA NANfi PANEL '106,110i PROJECT NAME, HOPPESAT RINEHART P ROJECT NU MBE R� 204372 FED FRONT, t5OA FV3ED METER TOTAL KyA PHASE A: I 1.64 TOTALKVA PHA$1�13: IlAu TOTAL KVA, PHASE C: 1 t.35 LIGHTING (1-11 RECEPTACLES �Rl AIC HEATING (H�- A � C C. 0 0 L I ti KITCHEN EQUIPENT (Kj U,RGEST MOTOR �M 0 -lH E R (o CONN (10.0A) FAC i LOAD JKVA) MANUFACTURER: SQUARE -D NnO,D 9.15 6, 5 4 NEC 6;54 PANEL'102' 1,00 18.72 0i 1.00 N MAIN BREAKER: IVA CKT 3 PHA13E t .-m 0 1,35 LOADWHASE (KVA) CIRCUIT BREAKER LOALNPHASE i 0 4 WIRE MAIN LUGS: K T T 4 )PARE M NO. SHOPRES AT MNEHART �- ­- _.. ___ 10 NEMA3R D i PROJECT R: 204372 K A- 1. C. : D PANEL 101 1 2 012 08 VOLTS P RO -i E CT 4 -4 U N1 8 E R. -204372 PANEL 102, E PANEL 105 D 'otil: 400A ME TER FEI FR NIOUNTED� FLUSH Lu VVIREICOND ]DEN 711FICATION FED FROfV ETER TI TI 4 E N MAIN POWER RISER LLJ E B C ilp X T 'A6 N N E li EY, NL- LIGI 2 1 2, 1 1 2 E. C;,., 2 L .......... 20 'I I ........... 20 0.54 ............ ... R LOADMHASO RECEPTACLES 2 CKT T C. LIGHTING A D I5 . . ........ n H; f , 20 1 -1 20 1.80 .1" 0 LOADIPHASE 4 1 2, 'I #i 2 L�i 3141C DISP. RECEPATCLES 4 E. i 73.14 --ft -2-d-1-2—, —0, INIREICOND IDENTIFIQATION T LIGH'T 2#1 2, I Al 2E �G�, A L 0, ri 0 2, 0 1 1 20 20 D R I 2, I 1 2 E,fj, 1`1 �ii RtjCiE P tAC LrS 6 ILIGHTING, -4 4 = 7 A B C TRIP 2 91 2, 1 A I 2E.G., 3,14'C A B c 20 1 'I 20 1.80 1 1 97 2 E -G., V4 fC R 11AIC; 'EPATCLES IASP� RFC -------- ---- ------- 20 I `51 0 r44 F, A C E Q N L Y 9 RR E 2#12�1#12E.13.,314'0 L 20 1 . .. ......... . .... . . - ------- A__F . .. .. ........... . .. . .......... . IWACE ONLY TRIP P P TRIP— A B 3 PACE ONLY 2# 1 2J 1 2 E. i 3 M'C I 0.90 - --------- 2 01 .. .. . ...... ..... . i.rso 1 Eklil, EY, NL- LIGHTING ... . ...... 1 20 SPACE ONLY L 13 H TI N1 G 2412,1 #1 2E -;G;, 3)4'C L . .. ....... 0.90 2 D j I I 2 G PAC L ONLY i R # 12, f412E_fj,3WC RECEPTACLES .. .. . ... ..... " ' ". , _ .............. ...... ... .... ... . . . . . . . ................. . ......... LIGHTING 2#12,1#12E.fl, 31 7 . .... ................... .. ... . ........ ............................ R 2 A 1 2, 1 4 t 2 i V4T, R R G 14 IR DESP. RECEPATT-_ 4 '�3PACE ONLY RR UGHTING .......... .. ......... .. ........ . .. ......... k L 1 20 .................... ..................... i 2 1 2, 1 1 2 E; G 3,14 T, INSTAH ')T %lVH 10 DISP. RECEPATCLES 17 E. 0 N LY SPAC 1-00 20 1 . .. .... ----------- - 2#12�1#12E6133;,, 3A"C L 0.90 ISPACE ONLY 12 iONLY T 20 1,80 SPACE ONLY SPACE DISP. RECEPATI— .... ... . ... . .. I 20 0: TENANT -TON ...... .. ........ SPACE ONLY RR G -I I 14 2u I�31`ACE . ........... . .. . ..... . .. ............ .......... .... ............ . .. $PACE ONLY ONLY . ........... . ........................ I ................. . .................. . . . . . ......... ....... . . - I I I I - .............. I I I-- ... ............... . . ... . . _,_, . ..... ........... . -- --- ........... . . ........ . ... ...... ... ..... . ............. ...... ..... .... .... . .. .. . .. . .. . ....... SPACE ONLY ......... . . 20 ..... 16 26 9 SPACE ONLY S P A CE . ..... . ..... L .... ............ . ....... . ............. ... . .............. 20 1 1 . . .... . .. . . ..... .... JA E, DISP. RECEPATC._Qi SPACE ONLY 1SPACE 01-IUY I i 3 TE NAN r 8 IGN L ... . ... ........ 2 (t 1 2, 1 ff 1 2 E,G., i ONU`( 20 1 26 ......... ................ 2 REQEPTACLE$ 12 SPACE ONLY 24 t3 LnHTING 25 SPACE ONLY ----------- --- .... . ..... . ..... . ..... 20 2., j ............... 20 -1.80 L ..... ..... ------ - --- .......... . . 20 . in .... . ..... . ....... .... ... R -PACE ONLY b 26 LlaGHTING 2# 1 2,,l 4 I 2E�Cl, 314"G 25 2 'E ONLY ....... . . . . ... .... . .. . .. . .......... ........ ... . ......... H . ................... . ......... . ... - - ---------- - - . ............ . -EPATCLES DISP� REG . ... ...... .......... ... ... ........ .. . .... ... . ..... . �TP �E ONLY 28 ... . ... .. . . .......... ........... .. . ...... ....... . ... .... ... . .... i 2,�) SPACE ONLY 1 PAi -1 Y -Ot 28 R 12 #12J#12EJ3., 3,4"G RR GFI 2q ISPACE ONLY ........... ........ . ILK2HTING SPACE ONLY 30 SPACE ONLY 1 31 PACE ONLY 7, SPACE ONLY 2#12,1112E�G.j314 .TljRR GFI 210 . ....... . ..... ... .... ... ........ ........... .......... SPACE ONILY 32 E2 ..... ... .. . SPACE ONLY ---- - ------ mom 34 21 SPACE ONLY - --------- - . . . . ........ - .. ... ..... ------ ------ --- 1 20 1.3-5 2#12,1#12i 31 33 21 37 23. 4Aw sibiq .. .. . . ... ..................... .. ........ ............. L . ...... ........ . ...... .. 24 ----- -------------- 16-T 1 1 $PACE ONLY 34 2 # i 2,1 1 2 E 'CIINSTAHOTWH 24 35 SPACE ON 26 Tl N R J 4 ftj 21 ........ . . . .. ..... ......... .... ..... . .. 20 ILY 20 1,5,0 R 2# 1 2, 1 I 21i RTU RECEPTACLES 36 4 42 2 37 SPACE ONLY - _t14 1 ---- ------ H 2A 38 29 SPACE ONLY ONLY . ............... .... . ....... .. . ...... . .. . 40 4 I 3 R -TO N) TU i 31 SPACE ONLY 0 N LY ---------- - --------------- - SPACE ONLY . ..... ......... .... 4.61 [ I 33 42 ........... ... ........ ... . ...... . . ........ SPACE ONLY 34 . .. ..... .. ..... ..... ...... ... ...... .... . .. 35 L KVA PHASE k I M I TTLKVA, .... . . 1 20 . ........ . .... .. TOTAL KVA PHASE R: 9. 15 6 R TOTAL CONNECTED AMLPS� 78,51 3 i 4 37: TOTAL KV1% PHASE C: f06 . .... . .... . ... H 4,61 TOTAL DEMAND KVA. 29,9 5 A, ... .... _-_ DEI,�tAND 2 RTU I4 -TON) 3#8,1#10,14C I ......................... H .... . ...... . 4.61 )AD " ...... . . . . . . in�o -- - - - --------- 5-Ti RTU i 4Q 2 Q A 0 H .......... i 58 FAC'TOR !K'i I 0. 0 a�2 13.5 GENERAL LLIGHlING (L) 6 L.25 9,25 A: 23-55 SQUAPE FOOT: 936 LIGHNNG LOAD: 3 VAISF RECEPTACLES (R) 6. FA NEC 6-54 P�lt54 TOTAL CONNECTED AMP S: 882.45 A(!Q HATINQ 1 3'" 1,00 I 11, 0 C� 20=64 DEMAND LOAF) BA,9EQ Tl -:IE LARi OF THE TWO _' TOTAL DEMAND KVA: i Aic COOLING 0 I TABLE NEC 2002.) TOTAL DEMAND AMPS: 182.30 KITCHEN EQUIPENT (K) 10 E 0 CONN. LOAD DFJolAs4D tKVAl FA CTO R __TT�_ LOAD q.KV.All __ - i —I LARGEST NIOTOR 0 1425 10 —LARGER AJC LOAD: 1 183 KVA Lr-%HTING (Q1 12.9 �__l 25 ISQUARE 0 Tf I C R (0) 1,35 _L.­I�L.; . . ......... . ........ I i 'CIO -1 L L t.., ­ VAjSF RECEPTACLES (R) I ii 56 NEC un FE S 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HAi RATED CIRCUIT BREAKER 3) VIA TENA NT TINIE CLOCK 4) RECEPTACLE Air, HEATING i TOTAL KyA PHASE A: I 1.64 TOTALKVA PHA$1�13: IlAu TOTAL KVA, PHASE C: 1 t.35 LIGHTING (1-11 RECEPTACLES �Rl AIC HEATING (H�- A � C C. 0 0 L I ti KITCHEN EQUIPENT (Kj U,RGEST MOTOR �M 0 -lH E R (o CONN (10.0A) FAC i LOAD JKVA) MANUFACTURER: SQUARE -D NnO,D 9.15 6, 5 4 NEC 6;54 PANEL'102' 1,00 18.72 0i 1.00 0 MAIN BREAKER: IVA 0 3 PHA13E t .-m 0 1,35 — Loo 31 4BOA 00 4 WIRE MAIN LUGS: 225A SPARE 4 )PARE M PROjECTNANIE: SHOPRES AT MNEHART �- ­- _.. ___ 10 NEMA3R wi VOLTS i PROJECT R: 204372 K A- 1. C. : 10 PANEL 101 1 2 012 08 VOLTS P RO -i E CT 4 -4 U N1 8 E R. -204372 PANEL 102, PANEL 105 D 'otil: 400A ME TER FEI FR NIOUNTED� FLUSH Lu VVIREICOND ]DEN 711FICATION FED FROfV ETER TI TI 4 N MAIN POWER RISER LLJ E X N 'A6 N N 0 T CKT IDEt�`ITIFICATION WORE/i LCADIPHASE (.KVA) CIRCUIT BREAKER LOADMHASO (KVA) i�) IDENTIFICATION CKT T C. TRIP P P ITRIP A D IIEM, E� NL LIGHTING 0 CKT L I T C K'r IDENTIFICATION E 0 LOADIPHASE (KVA) CIRCUI'r BREAKER LOADIPHASE i E. i 73.14 --ft -2-d-1-2—, —0, INIREICOND IDENTIFIQATION T Amom In E S D 1 t 2 E 3 A -C E 0_90 20 D R No� RECEPTACLES 6 ILIGHTING, -4 4 = L A B C TRIP P TR I P A B c -SP. RECFPATCLES 8 E LIGHTING 1 1 97 2 E -G., V4 fC Eli EX, NL- 11AIC; L 1-60 -------- ---- ------- 20 I `51 0 r44 F, A C E Q N L Y 10 ACLES RECEPTM, E 2#12�1#12E.13.,314'0 L �2 A__F B '12EwG, 3/4-C t# TRIP P P TRIP— A B 3 2# 1 2J 1 2 E. i 3 M'C I 0.90 - --------- 2 01 1 1 o i.rso 1 Eklil, EY, NL- LIGHTING -SP. RECEPATCLES Dm 4 20 1 1 L 13 H TI N1 G 2412,1 #1 2E -;G;, 3)4'C L . .. ....... 0.90 2 D j I I 2 G 2 i R # 12, f412E_fj,3WC RECEPTACLES I LIGHTING 2#12,1#12E.fl, 31 7 0,90 2412�1412E.i 3,f4 -C L O-90 1 1 1.80 IR DESP. RECEPATT-_ 4 1 RR UGHTING .......... .. 2AIl Zil # I 2E;G;, 3A"', k L R . . . . . ............. ..... 20 1 1 __= 20 0.54 DISP. RECEPATCLES 1-00 20 1 . .. .... ----------- - 2#12�1#12E6133;,, 3A"C L 0.90 ISPACE ONLY 12 1 T 20 1,80 SPACE ONLY R DISP. RECEPATI— .... ... . ... . .. I 20 0: TENANT -TON 2412, 1 A -zE;O,., 3m% RR G -I I 14 2u I�31`ACE $PACE ONLY ONLY 24 .. . ....... ... . .... I 20 2#1 2, 1 I 2E.G., 3 -WC INSTAHOT WH 16 26 9 t7 S P A CE . ..... . ..... L ....... ... . . .............. . 20 1 1 2 01 S PAC E 0 N LY JA E, DISP. RECEPATC._Qi 10 1SPACE 01-IUY I i .. . ........ .. ...... . . L ... . ... ........ 30 i ONU`( 20 1 26 IA 2 REQEPTACLE$ 12 SPACE ONL'Y 32 t3 LnHTING O NLY $ P A C rE -2 ----------- --- .... . ..... . ..... . ..... 20 2., j Ti 20 -1.80 L ..... ..... ------ - --- .......... . . 20 4111Z, 14M;_,:Ly4'V _REGEP DISP ATCLE icummm R SPACE ONLY 24 LlaGHTING 2# 1 2,,l 4 I 2E�Cl, 314"G 25 �SPACE Olt LY . . . ......... H 20 1,80 -EPATCLES DISP� REG Of,&Y I_ 27 aPACE ONLY 2#12.,1412E_G,, 3. `4 "C ... . ... .. . . .......... ........... .. . ...... ....... . ... .... ... . .... i - - ------ - - - -------- 1 1 PAi -1 Y -Ot 28 R 12 #12J#12EJ3., 3,4"G RR GFI 2q ISPACE ONLY ILK2HTING 12J # I 2E; Gt, 3A"G L 0.90 SPACE ONLY 1 1 0 7, SPACE ONLY 2#12,1112E�G.j314 .TljRR GFI 210 . ....... . ..... SPACE ONILY 32 _j ..... ... .. . ---- - ------ 34 21 SPACE ONLY - --------- - . . . . ........ - .. ... ..... ------ ------ --- 1 20 1.3-5 2#12,1#12i 31 RT`U RECEPTACLES I 2i5 21 37 23. 4Aw sibiq .. .. . . ... ..................... .. ........ ............. L . ...... ........ . ...... .. 24 ----- -------------- 16-T 1 1 20 . . . ... ..... 2 # i 2,1 1 2 E 'CIINSTAHOTWH 24 . ... ........ 26 Tl N R J 4 ftj 21 ........ . . . .. ..... ......... .... ..... . .. 20 1 1 20 . --__ _2#12,1 412E -G., 314 "C DISP. RECEPATCLES 6. 24 42 2 RR LIGHTING 24 t 2� 1 #1 2E�i 3X'C - _t14 1 ---- ------ SPACE ONLY 2A 29 SPACE ONLY TOTAL KyA PHASE A: I 1.64 TOTALKVA PHA$1�13: IlAu TOTAL KVA, PHASE C: 1 t.35 LIGHTING (1-11 RECEPTACLES �Rl AIC HEATING (H�- A � C C. 0 0 L I ti KITCHEN EQUIPENT (Kj U,RGEST MOTOR �M 0 -lH E R (o CONN (10.0A) FAC i LOAD JKVA) 7.6 1.25 9.15 6, 5 4 NEC 6;54 I 13.32 1,00 18.72 0i 1.00 0 0 Al E C 0 0 t .-m 0 1,35 — Loo 31 IOTAL CONNECTED KVA: �l .21 _�4_ TO Tl A, L C Q N NE C T C Co A M Pz,: N, TOTAL DEi XVA: a8. I I TOTAL E N E R A L SQUARE FOOT: 1350 LIGHTING LOAD; LIGHTING DEMAND LOAD 13 BASED ON THE LARGER OF THE _PNO fCONI--IECT-F_D VS- TABLE N -C �,i 22 "LARGER AIC LOAD: 1&72 K,.,A R 3 y VbATEENANTTIEE CLOCK 4) R.ECEPTACLE 3 VAISF NOTES; 1� PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUITBREAKFIi 3)VRATENANTIFIMECLOCK 4.)WP)GFIRECEPTACLE Ej U U 0 LOAD I ARE -D N 0 225A 150A 8014 TC PC NA M E: PANtL '107' MAIN METER BANK 0 E:] IN rLCPC M IN BR�AKER4 Nii w > 3 PI SE 00 MCB 00 0 PANEL WP 225A 120/208V 225A MAIN LUG,$: 4BOA 00 4 WIRE 400A PROJEii SPARE 150A M INEMA3R K, A, 1, C, 10 NEMA3R wi VOLTS i PROJECT R: 204372 --- LOADIPHASE IKVA'l PANEL 101 ILu C�lli CU lyl -rnsn- PANEL 102, PANEL 105 D 'otil: 400A ME TER FEI FR PANEL106 Lu VVIREICOND ]DEN 711FICATION No. T A6 TI TI 4 MAIN POWER RISER LLJ E X 'A6 N N C. TRIP P P ITRIP A 0 IIEM, E� NL LIGHTING 0 CKT L I T C K'r IDENTIFICATION 0 LOADIPHASE (KVA) CIRCUI'r BREAKER LOADIPHASE i E. i 73.14 --ft -2-d-1-2—, —0, INIREICOND IDENTIFIQATION T Amom In -LES DISP; RECEPATC 4 D 1 t 2 E 3 A -C 0_90 20 D R No� RECEPTACLES 6 ILIGHTING, -4 4 = L I -SP. RECFPATCLES 8 E LIGHTING 1 1 97 2 E -G., V4 fC I IDI F, A C E Q N L Y 10 E 2#12�1#12E.13.,314'0 L �2 A__F B 1 C TRIP P P TRIP— A B C 2,, 12 PR GF) 14 I 1 Eklil, EY, NL- LIGHTING 2 41 2,1 # 12 EX1, �A `C L 1.80 20 1 1 1 20 1�50 --- DISP. REGEPATCLES o 2 I LIGHTING 2#12,1#12E.fl, 31 0,90 SPACE ONLY 29 1 1 20 IR 441 1 N I 2E,Q., 3WC DISP. RECEPATCLES 4 1 .5 LIGHTING 2#12,14112E�G,, 3/4"C L R gil N I 0.90 20 1 1 __= 20 0.54 DISP. RECEPATCLES 7 2#12�1#12E6133;,, 3A"C L 0.90 ONLY 2 0 1 T 20 1,80 R DISP. RECEPATI— P A C F OfN L 22 23 TENANT -TON L 2u I�31`ACE ONLY 24 2 15 SPACE ONLY �sPACE ONLY 26 9 SPACE ONZ Y 2 # 1 2 1 1 2 E; 01, 3,14"G . ..... . ..... L ....... ... . . .............. . 20 1 1 2 01 R E, DISP. RECEPATC._Qi 10 I i L P4 .. ...... . . L ... . ... ........ 30 i 20 1 1 26 IA R REQEPTACLE$ 12 SPACE ONL'Y 32 t3 LnHTING 2,912,1412E -fl, L 0.90 ----------- --- .... . ..... . ..... . ..... 20 1 1 20 -1.80 34 4 35 4111Z, 14M;_,:Ly4'V _REGEP DISP ATCLE 14 R 20 fillij 20 _io J.r LlaGHTING 2# 1 2,,l 4 I 2E�Cl, 314"G L i 37 20 1 H 20 1,80 -EPATCLES DISP� REG H 17 i HTING 2#12.,1412E_G,, 3. `4 "C ........... L .......... ........... .. . ...... ....... . ... .... ... . .... .. ..... ...... 29 1 1 -------- 20 0-0iij R 12 #12J#12EJ3., 3,4"G RR GFI 411 ILK2HTING 12J # I 2E; Gt, 3A"G L 0.90 20 1 1 0 7, R 2#12,1112E�G.j314 .TljRR GFI 210 2# 21 SPACE ONLY - --------- - . . . . ........ - .. ... ..... ------ ------ --- 1 20 1.3-5 0 -12E, V H 2ii a, 3 ,1v c 1, 1 N S TA H 0 T 21 23. 4Aw sibiq 2ii 3,i L . ...... ........ . ...... .. 1-20 29 1 1 20 . . . ... ..... 2 # i 2,1 1 2 E 'CIINSTAHOTWH 24 26 RR LIGHTING 2#12,1#112E.G�, 3-A"t L 0,q0 ........ . . . .. ..... ......... .... ..... . .. 20 1 1 20 . _2#12,1 412E -G., 314 "C DISP. RECEPATCLES 2 RR LIGHTING 24 t 2� 1 #1 2E�i 3X'C ........ . . 20 1 ---- ------ SPACE ONLY 2A 29 SPACE ONLY .... . ....... .. . ...... . .. . 31 SPACE ONLY . ............. . .. . .......... . . .... ---------- - --------------- - SPACE ONLY 32 33 SPACE ONLY ........... ... ........ ... . ...... . . ........ SPACE ONLY 34 ... ...... .... . .. 35 SPACE ONLY nn,;� ...... . ... .... . . 1 20 . ........ . .... .. 1,50 R 1 2:.I 912 E -11i 3A"C RTU RECEPTACLES 3 i 4 37: H 4,61 Tl� 5 A, ... .... _-_ 2 RTU I4 -TON) 3#8,1#10,14C I ......................... H .... . ...... . 4.61 40 ...... . . . . . . in�o -- - - - --------- 5-Ti RTU i 4Q 2 41 H .......... i 58 H I 0. 0 a�2 13.5 TOTAL K'%/A PHASE A: 23-55 TOTAL CONNECTED KVA: 65-73 TOTAL KVA PHASE P�lt54 TOTAL CONNECTED AMP S: 882.45 TOTAL KVA PHASE C� 20=64 _' TOTAL DEMAND KVA: i TOTAL DEMAND AMPS: 182.30 CONN. LOAD DFJolAs4D tKVAl FA CTO R __TT�_ LOAD q.KV.All __ - i —I GENERAL Lr-%HTING (Q1 12.9 �__l 25 ISQUARE - FOOT. 3047 LIGHTlt* LOAD: 3 VAjSF RECEPTACLES (R) I ii 56 NEC un Air, HEATING i 33.57 1.0 3157 LIGHTING DENIAND LOAD 13 BASED ON TH. LARGER OF THE TV%`O AiC COOLING (C) 0 0 b (CONNECTED VS, TABLE 220,3a, tIEC 2002.) KITCHEN EQUiPENTW) 0 NiEC* 0 1 LA RG EST MOTOR (.1i 9 1,25 "LARGER A!C LOAD; 33,57 KVA OTHER (0) 23 1.00 2.7 1 NOTES; 1� PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUITBREAKFIi 3)VRATENANTIFIMECLOCK 4.)WP)GFIRECEPTACLE Ej U U 0 LOAD 7.9- 225A 150A 8014 TC PC E]O MAIN METER BANK 0 E:] IN rLCPC 225A 1200A w > LC 00 MCB 00 0 PANEL WP 225A 120/208V 225A El 0 HP 00 (NOT USED 0 0 400A 225A M.L.O. SPARE 150A M INEMA3R 0 CKT T NEMA3R WlRi i LOADIPHASE i 4a LOADIPHASE IKVA'l PANEL 101 ILu C�lli CU P NEL 107 CKT PANEL 102, PANEL 105 D r PANEL104 x PANEL106 Lu VVIREICOND ]DEN 711FICATION No. T A6 TI TI 4 MAIN POWER RISER LLJ MANUFACTURER: SQUARE�DNOCID MAIN BREAKER: N/A Ii LUG: K,A.I-C-: 10 MOUNTED: FFI=Lx—jHl= NA(i PANEL '104' i PHASE 4 WIRE PROJECT NAME: ICIPPES AT RINEHART F2 -2 fj 8- V O L T JECT t PRO JUMBER_ 2 F-ED TOTAL KVA PHASE A: 1462 TOTAL CONNECTED KVA: 411-65 —D A-1AP: 123A4 PH SE B: 14-1 t 70 bAL 04C il - -z. - I __1 - TOTAL XVA PHASE C: 1566 TOTAL DEMANID KVA: 46.5�_ TO IA II T LIDENIAN _�% eLIGHM-IG il Q RPCEPTfs.CLES1- (Rj AIC HEATING f, F I) KITCHEN EQUIPE' T W, . LARUESTIADFOR (M) ul - HIPP f U-1 ii FACTOR LOAD 7.9- 1.25 9.5 8014 N__ A-04 IN 27A16 < z C=) w > 71p N Lo W 0 1.25 0 .9 U) a) a) C �: 0 0 .00 (1) , 4) = ?: 0 cn :p o C ?: 0 m i LU i c M 0— 0 CKT T IDENTIFICATION WlRi i LOADIPHASE i CIRCUIT [33REAKER LOADIPHASE IKVA'l 0 ILu C�lli CU CKT NO. D W Lu VVIREICOND ]DEN 711FICATION No. T E 0 m LLJ E X li 10 C. TRIP P P ITRIP A IIEM, E� NL LIGHTING 2#12,1912E.i L I i R RECEP LACLES 2 ]LIGHTING E. i 73.14 --ft -2-d-1-2—, —0, Amom In -LES DISP; RECEPATC 4 1 t 2 E 3 A -C 0_90 20 0.5-4 R RECEPTACLES 6 ILIGHTING, -4 4 = L I -SP. RECFPATCLES 8 1�4 IRR LIGHTING 1 1 97 2 E -G., V4 fC I IDI F, A C E Q N L Y 10 LIGHTING 2#12�1#12E.13.,314'0 L �2 12 I sp ACEM Y IR 2,, 12 PR GF) 14 ScIACE Ly ONL 1 N.1 S TA H 0 T VVH 16 17 SPACE ONLY SPACE ONLY 1 - - - R p f, E (X ISPACE ONLY P A C F OfN L 22 23 TENANT -TON L 2u I�31`ACE ONLY 24 2 15 SPACE ONLY �sPACE ONLY 26 27 SPACE ONZ Y SPA(�F ONLY 29 SPACE ONLY SPACE ONLY 30 311 SPACE ONLY IA SPACE ONL'Y 32 G F 0 Nl_ Y E� SPACE ONLY 34 4 35 RTU RECEPTACLES 2iVl2,l#l2E.G.,3 M c R 20 fillij 20 _io J.r R - -C 2#12,1 # 12E.G., 314 RTU RECEPTACLES 36 4 37 H 4.-1 4.61 H jg R71 Or 1,4 -TON, 4 i A 1,-,, I C �H 40 H 13­5� 1 1ri I f� 4 RTU f -Til I) 4 i_-, 2 411 H 42 4,61 e.4 9�� 7, TOTAL KVA PHASE A: 1462 TOTAL CONNECTED KVA: 411-65 —D A-1AP: 123A4 PH SE B: 14-1 t 70 bAL 04C il - -z. - I __1 - TOTAL XVA PHASE C: 1566 TOTAL DEMANID KVA: 46.5�_ TO IA II T LIDENIAN _�% eLIGHM-IG il Q RPCEPTfs.CLES1- (Rj AIC HEATING f, F I) KITCHEN EQUIPE' T W, . LARUESTIADFOR (M) ul - HIPP f U-1 ii FACTOR LOAD 7.9- 1.25 9.5 8014 N__ A-04 27A16 < z C=) w > 71p N Lo W 0 1.25 0 .9 U) a) a) C �: 0 1 .00 (1) , 4) = ?: 0 R SQUARE FOOT: 1350 LIGHTINIG LOAD: DEMAND LOAD IS BASED ON THE LARGER Or� THE TWO (CONNEi TABLE 2002.) . LAR(JER At . C LOAD� 27.1i KVA I D E H A'C" R A T E ly CIR U B R. E A K R V T E f-, I A 1% I N I E f - 0 17 K YYP F R F P T fT 1) PROVIDE LOCKEDCIR�-U- PIRE_K�R 0 I - T E A � 2. I Ri VAISF I POWER RISER NOTES: (�) 1. 4 SETS OF 49350 KCMIL, EACH IN 3' CONDUIT. Ia. (4) EMPTY 3" CONDUITS TO XFMER, WITH PULL STRING FOR FUTURE SERVICE NEEDS, CAP AND LABEL. 2. 93/0 COPPER CONDUCTING GROUND. SEE GROUNDING ELECTRODE DETAIL ON SHEET E301. 3. 4#4/0, 1#4E.G., IN 3-1/2" CONDUIT. 4. 4#2/0,196G, IN 3-112" CONDUIT 4a. 4#500KCMIL, 10E.G., IN 3-1/2'CONDUIT. . N TU ED A6 6. LIGHTNING ARRESTOR. 7. LIGHTING CONTACTOR CABINET IN WEATHERPROOF ENCLOSURE - FOR LIGHTING CONTACTORS. SIZE AS REQUIRED. 8. 7 -DAY, 4 -CIRCUIT PROGRAMMABLE TIME CLOCK. WEATHER PROOF ENCLOSURE, EQUAL TO INTERMATIC 9ETZ0415CR. 9. PHOTOCELL K4121 OR EQUIVALENT. 10. TENANT INTERMATIC TIME CLOCK MODEL #T173120 OR EQUIVALENT. *** ALL WIRING SHALL BE COPPER ONLY. FAULT CURRENT GENERAL NOTES: I . FOR A 500 KVA TRANSFORMER (Tl) WITH A SECONDARY VOLTAGE OF 208 VOLTS, THE AVAILABLE SHORT-CIRCUIT CURRENT IS 50,241 RMS (CALCULATION BASED ON TRANSFORMER DISTANCE OF 60'-O" TO MAIN SERVICE), SYMMETRICAL AMPERES. (TRANSFORMER BASED ON A 2% AVERAGE IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY COMPANY. 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 65,000 AMPS. METER SOCKETS SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF ITS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 4. THE SYSTEM SHOWN HERE IS A SERIES RATED SYSTEM AND IS COMBINATION OF FUSES/M.C.B. AND BRANCH CIRCUIT BREAKERS, THAT CAN BE APPLIED AT AVAILABLE SHORT-CIRCUIT LEVELS ABOVE THE INTERRUPTING RATING OF THE LOAD SIDE CIRCUIT BREAKERS, BUT NOT ABOVE THAT OF THE MAIN SIDE DEVICE USING SERIES -CONNECTED RATINS WILL PERMIT THE USE OF LOWER INTERRUPTING RATING BRANCH CIRCUIT BREAKERS AS LONG AS IT MEETS 2002 NEC ARTICLE 240-86(A). �6s E R 2 'w'' F= 0 ci i CD 00 co cy) LL_ co - li 0 04 _u a CD 0 x i 0 C:) m li C= _0 ocil c) 1 i Lo R m Q r— C:) Lo �R It !�! CD (o Q C14 Q m C�l +4 to Q C) !Z4 (D C) -Ft 0 co C:> _F Lo 10) LLJ C=� .F 00 (D < z C=) w > 71p CN Lo W w U) < w 17) > a) 1) c 9 EL (u F= 0 ci i CD 00 co cy) LL_ co - li 0 04 _u a CD 0 x i 0 C:) m li C= _0 ocil c) 1 i Lo R m Q r— C:) Lo �R It !�! CD (o Q C14 Q m C�l +4 to Q C) !Z4 (D C) -Ft 0 co C:> _F Lo 10) LLJ I ILL 71p w U) < w 17) > a) 1) c 9 EL (u .9 U) a) a) C �: 0 .9 U) (1) �:- a) c: .00 (1) , 4) = ?: 0 cn :p o C ?: 0 m i LU i M 0— li (D i z i LLJ 0 42 U) ILu C�lli CU F= 0 ci i CD 00 co cy) LL_ co - li 0 04 _u a CD 0 x i 0 C:) m li C= _0 ocil c) 1 i w I— < w Lo R m Q r— C:) Lo �R It !�! CD (o Q C14 Q m C�l +4 to Q C) !Z4 (D C) -Ft 0 co C:> _F Lo 10) LLJ I ILL 71p w I— < w Lo R m Q r— C:) Lo �R It !�! CD (o Q C14 Q m C�l +4 to Q C) !Z4 (D C) -Ft co Q cz) Q co (D co C:> _F Lo (D Q co !�! I w U) < w 17) > a) 1) c 9 EL U3 (3) a) .9 U) a) a) C �: 0 .9 U) (1) �:- a) c: .00 (1) , 4) = ?: 0 cn :p o C ?: 0 Ill w i M _lzr Lo (D z i m z cy') LLJ W Lu z CL 0 m LLJ U) X li 10 k qr T,?w is'• I.. V i... V 1 1\ I V I ♦ V V 1 I L � I V I 1 1 1 1 \ V 1 I I V r V l/ l L. 1 1\ r V V 1 V/ 11 - SCALE: 111= 20'-0" LUMINAIRE SCHEDULE 'I i r ir-I�€#r( c,=i[i Ir+ SII€J lit f d1-1 N,)taa Eire ;lnupd from ,ries of the four sides - For coir lot:, streQt lighting or padking s'rea3. LP[1= — _125 111ir'f _, irup ]tt re_I -tint tern- Type II roadv,-ay Symbol Label Qty Catalog Number Description Lamp Lumens LLF Watts tf lltltt `frit'r.Sterns_ier€lfin?_lll:t rk.!irr�l.=a E Ie _trlt_l- fiitltt r _ la vir e, fr"ih p-nosiez ` corrosion -resistant poh,ester powder LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR and other architectural calors available. Copper v,,ound and 10004 factors' tested. 2130S a tit*u i ,�T:, �Nlt -449: [tart ifs pur A 2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, 32000 0.72 924 _ 'Mair 1 � ,l f in!e ,t. R4 C {)F r ,f-7 t Ir i��` rpt -- t r_i r -# t_ it 1 •-� F - I i1 cop r ',Io,,, r I k l lilted r�� Throw SIIatI) t utoff), R4WIWldo, Forward MOUNTED @ 301 CUTOFF, CLEAR FLAT HORIZONTAL POSITION. 1==_=IFr_In =f 3ttlr =,raC_ril_ lrp _tiidedl I_[ `nu =t1` List dI nd id),C3A,"?rt= alumintitn door frame sealed to housing by f1el or NICI .1 Certified (see Option==s), IJIL list- .t € o.lf:`e t _ell pier r.Ct a.i.1 = sir _tl ed for r:Fes It,ratuti�. AFG. BACK TO BACK GLASS. hTfril! tFi�r IJ err. In KSE2 ❑ B 2 LITHONIA KSE2 AREA LIGHT WITH ONE 400 -WATT CLEAR 32000 0.72 462 � irgg,iaard w E2 400M R4SC 208V FORWARD THROW, SHARP ED -28 METAL HALIDE, Vandal quird 1i `hit fAA2 (7x 1 PERTi1-f iA iti-t lock_ rg°sr_�ptaCl i iFAt!`J MOUNTED @ 301 CUTOFF, CLEAR FLAT LA HORIZONTAL POSITION. bPl L ittip Ili i€ter j i5 `d dgrd Tff`.Fil Full C 4 LITHONIATFA400M FLOODLAMP WITH WIDE LAMP INCLUDED 32000 0.72 440 trxalargl slip it17r < <:`.r` to 22_731 t,Tr Ft RA rsrdSa arm adaptor (hofizontalln TA TB LPI MOUNTED BODY THROW N11011) f rTj t_t1 3 3t Ai %€fait ; frlatil lion .rridlt Mi; L9_rsl_1Qdwitll_ltlr'ai. CF @ 201 AFG. SINGLE t i i t r j. 1 r'i u i € r ; r 3, ; = 1 3 =.f r r'.l ptf eI F 5 NULITE EJL-G LL MOUNTED FULL CUT 15OW MH 12000 0.72 150 if, =I_ r°tom€trim -tt C� 150 MH 120V WH OFF I bra atay P, i ni i klailabrlo r," IS 7rly- r U t aIrajabhi In Cana -J3 in 1911r5r rTrtal hart TV STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min SITE LIGHTING ❑ 0.97 fc 4.6 fc 0.0 fc N / A N / A NOTES 1, Luminaire Mounting Height specified on Schedule. 2. Units are in foot candles. 3. Calculations are at 0'0" AFG. 4. Position of Luminaires are placed to give optimal lighting. 5. These calculations are only for fixtures specified. 6. Any other fixture sumittals require another photometric study. Architectural Arte -Mount d Cutoff f[It"tl lltf d Use 'I i r ir-I�€#r( c,=i[i Ir+ SII€J lit f d1-1 N,)taa Eire ;lnupd from ,ries of the four sides - For coir lot:, streQt lighting or padking s'rea3. LP[1= — _125 111ir'f _, irup ]tt re_I -tint tern- Type II roadv,-ay p+�r li t�tua Feature - E tr d d �`Tf hjinirnzn1 r n t Hot r nt - F€a0€1Otl lot ave- I elAE t(€rei= Square Poll- niol.entniti,Shtrvef 1!1 fr�tuf,� UdalUnllnURyhoUSirl[A Uare sha pe- eau - cattoll as stafidatd. r,.11lt1011al riiuLlntiritls ,_IdN ail=- €ntu nalF sealed E_: €„_stupe,- at;_tI1L1_: tf lltltt `frit'r.Sterns_ier€lfin?_lll:t rk.!irr�l.=a E Ie _trlt_l- fiitltt r _ la vir e, fr"ih p-nosiez ` corrosion -resistant poh,ester powder factor for l50 Vandhelov„r,C;onstantl..att- - pp t (1=.€rF' (€ F;f iE eif t€ la== 1 °t-'li=f=tlnr=lt -Ocl'__. aa. 7tltatlr€€_fr?f€1 f °€r17901 Ff€rl Iid and other architectural calors available. Copper v,,ound and 10004 factors' tested. 2130S a tit*u i ,�T:, �Nlt -449: [tart ifs pur Optic -1 - Aitudi,zt d, -5--U nented reflectors Riennuifable 1,o1,.r ii ttay and positive -duck - to, f_r Unifi_rnzE / and E:rrtrrt[_ Fe1ec stilgPlug: toil-ir-s4: rotatable and interchangleable, `rtrk,tt a Ptl +11trr11 i!:t :i sticket frit 10t1,rV Fi ecttoffE r •trihutio =:avail-abll .ki` ffload= C;:1H � porcelain andbelar.. mogul-baseporcela sock; _ 'Mair 1 � ,l f in!e ,t. R4 C {)F r ,f-7 t Ir i��` rpt -- t r_i r -# t_ it 1 •-� F - I i1 cop r ',Io,,, r I k l lilted r�� Throw SIIatI) t utoff), R4WIWldo, Forward ;hell and center contact UL Ii -ted 1C'xW— r,r,.'JS__ Ti21uj ; and r r t tn--y etri01 ijf,0 + -:': puif,1- e reit :1 1==_=IFr_In =f 3ttlr =,raC_ril_ lrp _tiidedl I_[ `nu =t1` List dI nd id),C3A,"?rt= alumintitn door frame sealed to housing by f1el or NICI .1 Certified (see Option==s), IJIL list- .t € o.lf:`e t _ell pier r.Ct a.i.1 = sir _tl ed for r:Fes It,ratuti�. Ordering Infurnlatioll il- 3dna,€_n N,)taa D,_.rlbtit n "I It Pro :sura Fit Type II roadv,-ay nz 1--i Ira 0 R3 P Q IIIs-y t, Yttl KSE1 70S 134,91D Tv{ li. `owiirdr EI 1i _YS zaIFliOi, Its t: ltd III Fix tt:I@ thr , sharp =tttoff KSEI 1TO5 R 4 T rU­ Ill _ddq. KSE2 2130S a tit*u i ,�T:, �Nlt -449: [tart ifs pur fawiard tYrc.*i tui if :I E 1j_- krw ('d, 240, Uov)r 2 _t lyl tit='=sal Hander 3LOMI t.n +I � 217 R5 Tjpa f square ini e �1 1==7ft4 C� ? :- €ISj XSEI lrt M C -0 J U KS€1 17 -FA r1R�T0 1 tali flulftz time t e(a � K"r1 hTfril! tFi�r IJ err. In KSE2 2931,1 prhaF, rid IV___ r I [i ru i t311�t? KSE2 12phaIt- r��p Pail[ tl;a. Tl=z` O KSE2 TFAWC � irgg,iaard w E2 ,{35iJhlr-t 4fit' Hon -stick prttt_rti;µ t r79un 1. TFAVO rt _`rE i i,iu f c ra r n , £cvvl!= 9€€ twa l=Ma taw 3 i<,in5 a't is ttit-r-tarall:fUletXln t"�1i33a. t'p14 l[Tur°- pt st14, :, 1 ,__?? 1. it_ir= :3 zt_»ir asri snr,sas t riir= axe_ _e€it - Il n€i-Critrnse rjyiuriryl it 7 FEit rrr..r�t tr cwri_re.i i,ntrI rLtnfe- FEATURES & SPECIFICATIONS ff' Exaniple: KSE1 MS R2120 SP09 PER `alttla� f1l�unt=,E:q i=pti��,A'°=Ct.`,=�rlgs-.. 120 1110wdad installed tlr€= ,ru1 't" ;+:lttlr? prl_ attla't=tti_l '}I dtti�l0 t e, t J'I, Z 71, J'�zt 217' 8P0 3' -quare poll= arm 003 TE) 277 FIP01 4' round polo ann" DF Gr:=019 fuse;€ -111i 4401i; Vgi7`1 317 RP04 l• r,i_itid r+da aml (nts TF1 480' WVY01 4' ;•eked prole cr viail' PER NEIv1A twist -lock raceptatlo onty Irtri lirtuff oritrtal 01 t`( repro ?f f :�' iii t�-I� _. .fitrt WB04 4' ball bracket QRS tluartz testni t- systput (1 WIN max. WDru9 `)' .wall I afck.vt is K'4fit 150 V7ni 3; it K5E7, ted `�13tpiaad srp3rateiY ¢ latrip nig inclvdedf. KMA fvlast arm ad Ater CP Erlianced corrosion rg astance EC Emor one circuit 1148 fe 1 n _itis a Liar t! Y OAl2P Degree arrn 4PoIw1 GSL tGtass ag- Igt`,3' }s. SCWA uper CNA pulse start ballast GA112WO Grwev -unit will) frt: Wt1i HPS or Vi j 17aFK11 CSA CSA Certified t,0M NOMI Conifiod (consult fact” NJ tlptt sat€ irc "I'vAurii ;dal, see pate 05 - Shipped scparately - -- Pal NF=1dA t. in f_I=k Pf (NO7=21r 4' Afa rlsl - 31A twrTt.si=enUnletets stn l? t PE3 NEMA t n st lock PE (347VF �tw�rl.r a w_tr�. Ey n Pk I NEhlfi t €Ist fbl<k PL (8CAVi7 F At t e7I-12fn7l I.? It-- f4 IP un-) PE7 NEi,•1A t,llst-lock PE (277Y)e a=, t t M. aC ,h frllnT rap for PER option Ft's, €}S 0t,i±2f G! i+y15.i f.l, y KSEIHa Hous4 g!dg shleld IR2, RQ only -1 t:t= rt >,._tt_tt itg i IMS Hous -so shigid tR2, ft3 only) lKSEIVG t andal 7ltard KSENG }sandal guard F -o : pt - t? r le , , Il s = k I_rn_I `ll n t-ut. I j rrl itF=r I N,)taa Type 14TEP CED USE U for tnduarl3l yarua, parking lata, con5tru tion vite2, ArvvU, 1ar93 ai)nage <rtir intAatidraIa tom{;_: CONSTRUCTION—NEMA IiWavy+-.l rty conattuction. Coitt ut"d aly-oa+t akunuILIM hjuBing and front b6zal. 69r) is hirg3d and litchad frr fi;rc tiaa{ n-t•�vl' internal c-c-_13torpti0al31-11 Aleu,i3i-^alCon€(_atitnew 5Leas i"hearyduty,thativ l-;hankieii yrltcl\3rternpirvd+jlt- =v.ithnorn-3ui-ta JIa cor€taGt r - fIN1-ll stan,lardfini1hl=daIkbri<nt= t00DIcoirej rani Ir4iant-4 (otF-tti�? rpYil t I `� , r Paint tOPTICALSYST[14 —ComputzirtJq.yrt d pri3 i ion ritl f rn i Alpricul+rare f: H131t.- =is;1j€r€r i1 t 1.1 tid _hi Iii afft r rr-I tib€ tl_alrrhur€==�nt"ll mpod ntjti�n _ r 1 Fr9ntlltl}f Un•3 pIH+^ 31tIG�1,}H y>,3k t'tl ala rJrL 31 L�hafitLtlF tC311it}lilt Ilteu llttl err Viitylda ' t I rilra €e_. ur 4.UPPM. miridard +r till -61ant-ally I= r'F d 10M unifUL -- 1 EL�iPI�AL�Y�TEttS-1ti�hp v,�rfa for„n tarn y�at=ag�a,rt +ran r rm�r PaI1a<t = € cpp: r .euilanit Ilr}afatt ry t ty r+Llri29r d 11 etw at sIlpc.n €rt are I -r r:ttt t r _ F / n r tl a l I_ �h a tl 3rlr i. a a=1 t r u7h fir 3tt 1; __ FlotrtililThting TFA MUAL tIALIDE 40OW, 75010 14QoVY Fr=rh7r rtairaEdrry corryuh[ae#aeyl Far Hlsin vHrur stlf}rhon entarlr ril ttttll,§ Or�ra11 Hight:22-1f (S7:2srnl Al_r-i r11 _r .ir,a -t=t_ ' ;141ildfli. n! r"`1_f?cnis P"I TAL_ATIO €—Ft:_,ntb=+1al'nv{-�tot I Iatr lk-5Art+i:=i yup--rsblw„iuti3% ix ing 114.zu='i falght E ILiv2rd.b ky _t€tt-n�tl._: [=fCF_tr:l-f8. t i-lt`_Ix13• crt'-J�,It_ F1 _'cat ,F} ,tspr,eF_ EP 26 LISTIf—ttLL,t_Isut [laf-r e#ISeiri rt.IEt r,t l:na__etden_a.v t aft 3r11Eia stiCi,,_[_ttarifrt...__ri�r€Etllink ORDERING INFORMATION Example: TFA IOMM TATO LPI Mow t`r•s h r r -r ,til• j P trrc+r ' tC�r p`l'iers �t� t a_it= it -.f rl r� ti rd :-1W it on tfa p;'r_p{l1tn 1 inis rrr err -1_€t, s }_ft._ Y 9palato tata IQ -1 uw-M F r If�t d f—ru,rI Wy TFA , I 3 1 1 0 27 o 0 to I N r V Cerr�� Y.2ttag� Uis[ributftin 1`alt�gv 0 N r�pit[ons O ■ ■ ■ 'I3t it L.L zaIFliOi, Its t: ltd III Fix tt:I@ '.`ihit3 TFA flouzontal 120 Z t, to t� 3l ,r4 't - j�Ir,lc fF=c] Ita(i Z77 2STrl=• - [yt}f(t tli,t t_� a tit*u i ,�T:, �Nlt -449: [tart ifs pur �m = ��filt= )tr4ltz�l 247-° OFcloubla krw ('d, 240, Uov)r Lrtt€ciiia Lr7hrin. r� 4 Frtg�niatNsi. �• 3LOMI t.n +I � 217 Ir_ i rT f� t €r rtt`:II t L = U a) O C� I QRS Quartz r -t Iky :ystgnilAn C -0 J U L 3 O ,riM' ftCl���� � r1R�T0 1 tali flulftz time t e(a � CV Cf) tFi�r IJ err. In � rf T�..1” Ili prhaF, rid IV___ r I [i ru i t311�t? 35 Ser iafAtA1 S>it31.-. O r��p Pail[ tl;a. Tl=z` O -- _ TFAWC � irgg,iaard w 7F7ir1i� F'__ ,a RBI _! TE', GRT Hon -stick prttt_rti;µ t r79un 1. TFAVO Vandal quird 1i `hit fAA2 (7x 1 PERTi1-f iA iti-t lock_ rg°sr_�ptaCl i iFAt!`J r f ws rtz !pp= (D bPl L ittip Ili i€ter j i5 `d dgrd Tff`.Fil Full LtLP Lqi larnp FT£ tksitt(t Tenn. i' _ ' n t .%- ' o t n .rpfia r ,2 # t_ 2.71'x` Cts Tenon trt1F. lS trxalargl slip it17r < <:`.r` to 22_731 t,Tr Ft RA rsrdSa arm adaptor (hofizontalln I r u tr_ c-&-r-faith SM& N11011) f rTj t_t1 3 3t Ai %€fait ; frlatil lion .rridlt Mi; L9_rsl_1Qdwitll_ltlr'ai. CF Chalco2l fiitut t i i t r j. 1 r'i u i € r ; r 3, ; = 1 3 =.f r r'.l ptf eI FPhtB t'r}to rrlottnting brackst (includes CRAlii d f dtie a 3a 6t,34 larFp tar 14Ili t3r J&trrhi4 ;rI_ C4L 2 14-3 ;Els Cord prowired 1 Fi+`t'PB .fir it d poli2 bracket" if, =I_ r°tom€trim -tt C� 2 1_' ; cull FRW I bra atay P, i ni i klailabrlo r," IS 7rly- r U t aIrajabhi In Cana -J3 in 1911r5r rTrtal hart TV �_Eff provi't-d" T-riripar proof, latchu- FSA8 `'tgel mule brackets' 7 ups 31 triut`i r° p ba'lw 11 2% tet zztt, _77'31 13 GSA l tint and lateled to campty v:itit FSPPt gel squgrfa polo btackot (for us$ W/ r.,.-ai l i. 'hipsa I'_€! SIJ. Pyr€idi-n t ndat " a,}_list. polos)" 7 p -- B I 3t�t�,r�i, r,rrtI_r €t€: r. = s Cr 1 _ d•= r�1 f101`AI ; , T R d Fits e ry t d and labeled to 7n t Y i h FCU 2 -light wood paha cross -arm [ tk if 3- �I i� .i ria-�t11=11 r. { E rt-?] r,1 i, !r d,t tzirtl33rj 11 4u5lr flr t?rt r1 t i yaps I[ a i I J'� p 4 t -i -arm rti Larrp nit to b i 1 sr{'/A ;lip -or p`'i`,tt Pu1_9 5(art Ballwz - FCX4 T-110ht wood p l0 cross-arr) - tt ED t' -d to 1 .tt F4 t <-, � rat - -- t€=1 � [ [_€=_ „___ __ Lj1 3 tom_- ur„7 f 7 Architectural 11(�ler� t7ltticnali Fr�.Zr, ala cr arm f aI Irgttt st-r�7(T pr1 �,� ° g [aniZridj 1 r E.3_knz€.rr _r..: DNA `later i[lult_rt4rfi f,.3t3 it„tt iris F. I r=_rrn f0ivanii! 13 P}I,•taufAl tit ;afludw-d; LyUL Black FCXaC 1 -fight irciqrf pole mss; -arm Walvanlzg4} 14 u-Atz 11a stew -I glue P ET NElia” twist -luck p}hotoc€citrin (120, 02, 1= ti0jt 3pf1C4-F'e `i=fit T8i7 (MR-i.,1n_•FdiEnl br_ia7g 400) t h l-1 ais-d ca n ra brie( ant ar:'-r0 -Mth ric_ DtiO t co r m� Liar -_LI ,r r.. PE3 (,IEf'AA tvirst-lock photocorittol 11471rl ri r _y PF=1 NOM t`� iA lock p1 ei ac {Iris l IIW ) 17 R-4,1 ui, I,.,r FTs Ci Tr L1f_R Tl=iln1 grwatl Bright lit rid PE7 NENI1 tyir_t-hick hroo-•9ntr4l (27711) p -a '- DSS 3 37tid :torn S C =hurting cap for PITR option tett.€ "or Sheet TFA-M FL -590 PLANS REVIEWED CITY OF SANFORD C o N 0 CI N CO tv rn o LL 00 O N � __ ti1 � o 0 X (a LL N N _0 00 Q N 0 1 N o r- N' L n VJ U 1 w 2E 0 0 r a_ 0 Z C� (/ w �F— U J 0 (On�o� tea✓ LU JLU W Ww W t- QO I 3 1 1 0 27 o 0 to I N r V 0 o C= 00 0 I et 0 co CV I� 0 co CV CD 0 N O ■ ■ ■ L.L 4-0 CC3 N N 5 O j (DLij^ �m = N L...L 0`0 LU �• U z ® L = U a) O C� Lo > w CN C -0 J U L 3 O = C o N 0 CI N CO tv rn o LL 00 O N � __ ti1 � o 0 X (a LL N N _0 00 Q N 0 1 N o r- N' L n VJ U 1 w 2E 0 0 r a_ 0 Z C� (/ w �F— U J 0 (On�o� tea✓ LU JLU W Ww W t- QO I 1 0 27 o 0 to I N 0 'o N co 0 I C7 0 o C= 00 0 I et 0 co CV I� 0 co CV CD 0 N O L.L 4-0 CC3 I tr (DLij^ �m = N L...L C J 0 •Cn 0 Zo 1 W �� (�J i✓ O C� `) f a-,�� a L 3 O 3 O C o N 0 CI N CO tv rn o LL 00 O N � __ ti1 � o 0 X (a LL N N _0 00 Q N 0 1 N o r- N' L n VJ U 1 w 2E 0 0 r a_ 0 Z C� (/ w �F— U J 0 (On�o� tea✓ LU JLU W Ww W t- QO o rn 0 CDo � 0 v CV r 0 27 o 0 to I N 0 'o N co 0 I C7 0 o C= 00 0 I et 0 co CV I� 0 co CV CD 0 N O OZ M 1 N at � 3 o •N 0 •Cn 0 'w 0 •5 C 0 � t0 a� o •(n > r twig w � L 3 O L 3 O L 3 O 3 O 0 v m L 3 O E m <- CV Cf) rt In (D t` CO C N O OZ M LLI F N r- p W C o z m Y Z O O w C) a (D U REVISIONS PERMIT # o(Q0000 19 0 L- F?[ -`C A u u a 2006 RECEIVED AUG 8 2006 DATE '�)-- S_ CSIs ADDRESS I ��,�i1hc�a�-��- 5A,�� �;�( CONTRACTOR GRF-PrT SoQTHF.o u Coy' 2A�t�,�ts PN # 01= UM1Ci-3q!� FAX # DESCPRITION OF REVISION; VER -MAL IAvL60 5 UTILITIES FIRE BLDG •✓ �Av,� �I�W PF-RAflI"ii f. 00. 9 1904 so LAN ea - Ci.c,- -.,4372=coV-24x36. PLT - 6120106 9:49:45 AM List of Abbreviations A AIC AIF CONDITION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ALUM ALUMINUM WATER COOLER MECH MECHANICAL SIM SIMILAR ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL B BO BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED BM BEAM FIN FINISHED MTD MOUNTED SY SQUARE YARD BRIG BEARING FLR FLOOR MTL METAL BTM BOTTOM FR FIRE RESISTANT MUL MULLION T T TREAD BUR BUILT UP ROOF FR -S FIRE -RETARDANT T&G TONGUE & GROOVE WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE C CB CATCH BASIN FT FEET, FOOT NOM NOMINAL TELE TELEPHONE CG CORNER GUARD FTG FOOTING NTS NOT TO SCALE TEMP TEMPERED CI CAST IRON FURR FURRING THK THICK CJ CONTROL JOINT FUT FUTURE 0 OC ON CENTER TLT TOILET CL CENTER LINE OD OUTSIDE DIAMETER TO TOP OF CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U LION UNLESS OTHER - CONIC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WATER HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN WIO WITHOUT DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD DISP DISPENSER INT INTERIOR REFR REFRIGERATOR WH WATER HEATER DN DOWN INV INVERT REG REGLET WP WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REQ REQUIRED WWF WELDED WIRE FABRIC JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL E EA EACH JT JOINT RM ROOM EB EXPANSION BOLT RND ROUND Y YD YARD EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT Legend x -- GRID DESIGNATION '' BUILDING SECTION A301-2 A301-2 SHEET NUMBER SECTION NUMBER F1 02 ROOM NUMBER 102A DOOR NUMBER � WALL SECTION A302-3 SHEET NUMBER SECTION NUMBER O2 WINDOW TYPE ® STOREFRONT TYPE A501-6 SECTION DETAIL SHEET NUMBER DETAIL NUMBER WALL TYPE 5O KEY NOTE A888-88 DETAIL REFERENCE © REVISION NUMBER SHEET NUMBER DETAIL NUMBER TO SOMETHING c EXTERIOR ELEVATION „ ELEVATIONS TAGS �i'��" \, A201-2 0 ;�� MARKERS SHEET NUMBER L ELEVATION NUMBER SPOT ELEVATION TAG INTERIOR ELEVATION 4 ';l A401 2 MARKERS NORTH ARROW \` SHEET NUMBER 3 ELEVATION NUMBER // BRICK CONCRETE �\ PLYWOOD BOARDM AINAGE �� ° OrS�" FIRLL MASONRY \\/ / COMPACTED V�iVNi\ EARTH STEEL INSULATIONBOARD MR General Notes DIKEOU REALTY 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL RELATED TO THIS PROJECT. CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. z CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, (303) 629-5163 FAX DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE APPROVAL FROM THE ARCHITECT. PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 1220 ALDEN RD ENGINEER: 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. FACILITY AS PLANNED. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. CPH ENGINEERS A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE-QUARTER (S.W. /4) OF SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. %) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF "RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NORTH 00°09'05" EAST; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. %) OF SAID SECTION 28, NORTHEASTERLY ALONG THE ARC OF SAID CURVE ALONG SAID OF TANGENCY; THENCE NORTH 00°04'01" EAST CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 464.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00°04'01" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 239.64 FEET TO THE SOUTHWEST CORNER OF LONT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET; THENCE SOUTH 51'00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70040'19" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09009'00", A DISTANCE OF 19.08 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 66040'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE WESTERLYALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 180.50 FEET, A CENTRAL ANGLE OF 23034'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH NORTH 89055'24" WEST, A DISTANCE OF 133.24 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS. CONTRACTOR TO PROVIDE ALTERNATE COST FOR ADDING OR SUBTRACING GREASE INTERCEPTORS ,Vicinity Map "ND NTS Code Information JURISDICTION AUTHORITY CITY OF SANFORD - BUILDING DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32771 PHONE (407) 330-5656 ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE -2001 CHAPTER 36 - (NFPA 101 WI STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2001 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL- 2001 ELECTRICAL: FLORIDA BUILDING CODE, ELECTRICAL - 2001 (W/ LOCAL ADOPTED AMENDMENTS) CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) FUEUGAS: FLORIDA BUILDING CODE, FUEUGAS-2001 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 11 -(FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION) ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE (FBC TABLE 600): TYPE IV, UN -PROTECTED, SPRINKLERED MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 55'-0" TOTAL AREA -18,000 SQ FT PER FLOOR ACTUAL HEIGHT AND AREA: HEIGHT - 20'-6" TOTAL AREA - 9,835 SQ FT CLIENT: DIKEOU REALTY ENGINEER: 2401 BLAKE LLC I I DENVER, CO 80202 z (303) 825-9192 PHONE z (303) 629-5163 FAX X CONTACT: PANAYES DIKEOU LSP100 CODE SUMMARY & DETAILS X EMAIL: pdikeou@dikeou.com ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL 1220 ALDEN RD ENGINEER: ORLANDO, FL 32803 W N (407) 228-4220 PHONE N (407) 228-4219 FAX W CONTACT: DANIEL DICKSON _ X�___ EMAIL: danield@c-p.com CIVIL CPH ENGINEERS ENGINEER: 500 WEST FULTON STREET W o SANFORD, FL 32771 W N (407) 322-6841 PHONE Z (407) 330-0639 FAX Z - CONTACT: JUSTIN POLK n---1 EMAIL: jpolk@cphengineers.com LANDSCAPE CPH ENGINEERS ARCHITECT: 500 WEST FULTON STREET X SANFORD, FL 32771 A301 WALL SECTIONS X (407) 322-6841 PHONE X (407) 330-0639 FAX CONTACT: JIM WINTER A302 WALL SECTIONS X EMAIL: jwinter@cphengineers.com STRUCTURAL WORCESTER ENGINEERING, INC. ENGINEER: 1500 SOUTH MOUNTAIN ROAD I I DILLSBURG, PA 17019 z (407) 496-6884 PHONE z (717) 432-9436 FAX X CONTACT:JOESPH WORCESTER LSP100 CODE SUMMARY & DETAILS X EMAIL: joebworcester@direcway.com MECHANICAL, CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL 1220 ALDEN RD ENGINEER: ORLANDO, FL 32803 W N (407) 228-4220 PHONE N (407) 228-4219 FAX W CONTACT: NAWWAF "SAM" AHMAD _ X�___ EMAIL: sama@c-p.com FIRE RENNA ENTERPRISES, INC. PROTECTION: 3231 DRANE FIELD ROAD W o LAKELAND,FL 33811 W N (863) 646-1258 PHONE Z (863) 646-8881 FAX Z - CONTACT: RONALD R. RENNA Drawing Index SHEET NO. TITLE ARCHITECTURAL COVER SHEET I X X X I t X I I U) Cf) . z X X z `z X o LSP100 CODE SUMMARY & DETAILS X 0 0 ELECTRICAL LEGEND & DETAILS X X X o U) o X X W N W N N W N W X X _ X�___ S401 FRAMING DETAILS MECHANICAL DETAILS X H W N W o W Z W N Z X X Z - Z W n---1 00 m-� 072 0-3 COVER SHEET I X X X I t X I I QL] AS100 ARCHITECTURAL SITE PLAN & DETAILS X X X RISER & ELECTRICAL SCHEDULE 5202 ROOF AND HIGH ROOF FRAMING PLAN X X LSP100 CODE SUMMARY & DETAILS X X X T ELECTRICAL LEGEND & DETAILS X X X LSP101 LIFE SAFETY PLAN X X X X X X A101 FLOOR PLAN X X X _ X�___ S401 FRAMING DETAILS MECHANICAL DETAILS X A102 REFLECTED CEILING PLAN X X X X _ I_ Al 03 ROOF PLAN X X X X�(__ a3 A201 EXTERIOR ELEVATIONS X X X X X X X X � A301 WALL SECTIONS X X X X i X A302 WALL SECTIONS X x Fx X I_ X A401 ENLARGED RESTROOM PLAN INT ELEVATIONS & SCHEDULES X X X I A402 WALL TYPES X X X A403 UL DETAILS - WALLS X X X A501 DETAILS X X X A601 DOOR AND WINDOW, TYPES, SCHEDULES &DETAILSX A602 STOREFRONT WINDOW TYPES X X IX � X STRUCTURAL 3101 GENERALSTRUCTURALNOTES 3201 FOUNDATION I FLOOR PLAN I X Ix X X �X X_X_ I I I QL] I I E201 RISER & ELECTRICAL SCHEDULE 5202 ROOF AND HIGH ROOF FRAMING PLAN X X I X X E301 ELECTRICAL LEGEND & DETAILS X X X S301 FOUNDATION DETAILS MECHANICAL SCHEDULE X X X S401 FRAMING DETAILS MECHANICAL DETAILS X X X 3402 FRAMING DETAILS_ X�(__ a3 S501 FRAMING ELEVATIONS X X X � X- PLUMBING P101 PLUMBING FLOOR PLANS I X I X X I X P501 PLUMBING SCHEDULES & DETAILS X X X MECHANICAL M101 MECHANICAL FIRST FLOOR PLANS I X X I X X QL] E201 RISER & ELECTRICAL SCHEDULE M102 MECHANICAL ROOF PLAN X X X E301 ELECTRICAL LEGEND & DETAILS X X X M501 MECHANICAL SCHEDULE X X X M502 MECHANICAL DETAILS X X X ELECTRICAL E101 E102 1ST FLOOR ELECTRICAL POWER PLAN 1ST FLOOR ELECTRICAL LIGHTING PLAN I X I XX_ X X�X X I QL] E201 RISER & ELECTRICAL SCHEDULE E301 ELECTRICAL LEGEND & DETAILS X X X f, E401 ELECTRICAL SPECIFICATIONS FIRE PROTECTION PLANFP100 FIRE PROTECTION SITE FP200 FIRE PROTECTION FLOOR PLAN D NOTES — X X X X I I PLANS REM&D CITY OF SANFORD 110N 0 0 0 u oU v C:d u •d U0' >~ 0 U w z 0 QL] i f, y a3 ad ROLANOA- G.O. - 204372_A201-LAYOUTI .PLY - 6120106 9:49:45 AM 401 IlCl1r)0 ATI\ /C EAST EXTERIOR ELEVATION Scale 118"=1'-0" FYPON DECORATIVE ELEMENT MODEL CANVAS CANOPY ON ROOF ACCESS NUM 097400 24' DECORATIVE PREFABRICATE MTL LADDER POLYSTYRENE BALL FRAMING TO DECORATIVE FINIAL 120'-6" AFF TO PARAPET ALL "x8" STUCCO 1.0 116'-6112"AFF — CJ ELEMENT CJ CJ —5 TO PARAPET 116'-0" AFF TO CANOPY 109--111/2" AFf� STRFRNT HE 109'-0" AFF BO CANOPY 108'-0" AFF TO FIN FLR 1 II WALL o 83 O iz O w 0 N O U-) O N 0 O N CD O Co ;y N %n N HEIGHT 116'-0" AFF TO CANOPY 109'-11 1/2" AFF STRFRNT HEAD HEIGHT Cn HT — o -5" a X Lo � SIN cD CD 1 rp 1 I W Q U C J r O co Z = r �N J U � ) V �E:l Ell 100-0 3 2 NORTH END ELEVATION Scale 118"=1'-0" AA ATf�LJ rinl nM =LJIAIM OfN Innen /3\ TO DECORATIVE FINIAL 120'-6" AFF TO PARAPET WALL 116-61/2" AFF 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL PREFABRICATE MTL FRAMING FYPON DECORATIVE ELEMENT MODEL NUM 097400 x8" STUCCO Q0 CJ-. ELEMENT ,-CJ �` TO PARAPET WALL o 83 O iz O w 0 N O U-) O N 0 O N CD O Co ;y N %n bN 116'-0" AFF TO CANOPY 109'-11 1/2" AFF STRFRNT HEAD HEIGHT Cn E 00 E - - o 00 X xI C ti W Q U C J r 109'-0" AFF BO CANOPY 108'-0" AFF TO FIN FLR Z = r �N J U � ) V �E:l E]FIE]� I ivv-v 3 SOUTH EXTERIOR ELEVATION Scale 118"=1'-0" C A WEST EXTERIOR ELEVATION ,CO EM IREVIONED 077 OF SANFORD PERMrr# 06- 194 4-4 4 Q N p�o 0Vol O v— o 83 O iz O w 0 N O U-) O N 0 O N CD O Co ;y N a) VJo Cn E 00 E �--+v cu o 00 Lu U) C ti W Q U C J r z w Z �0 J U � ) V �p C) Cn v— o 83 O iz O Co 0 N O U-) O N 0 O N CD O Co a) Cn �--+v cu o U) C ti W M C J 0 Z o N O � ) V �p C) Cn � U d N U M O co N M tt3 0') 'C N O LL- cc) - CV O N -O C ti � O 0x _ Cd a LL Cu 0 O C N O _0 CO 4 N O N n' N .Cz).a. T v n O ..&-= LLJ L- 0 .L— w Pj I- X w Li j Lu LJJ S U) Z O w I Q W1 R' o 83 O iz O 0 ;4! 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GYP BOARD FINISH DVER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) I) Aft nCtInO ATIIM 3 FRAME WALL SECTION SCALE: 1/2"=1'-0" BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST STEEL BRACING (RE STRUCTURAL) ACT CEILING 2" GYP BOARD FINISH 2" GYP BOARD FINISH )VER STRCUTURAL COLUMN CONC FOOTING (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) Al �P N • SE c O ci N M O co Cq N coo O co cq O Cl O ' r-- 0 � ca 0 x aV tB W LLcu O p A. ' �N W ✓ -O o0 Q N N m c) CD tet' N 9 0o Q L o U ul U N r Z W Lu W = (ff- U) U o.` -f2 A3o2-.AYOUTI.PLT-61201069:49,45 AM 9A" nCrnDATI\/C BLOCK WALL SECTION SCALE: 1/2"=1'-0" 18" DECORATIVE — POLYSTYRENE BALL %" EXTERIOR STUCCO FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING—� STEEL BRACING (RE STRUCTURAL) 2" GYP BOARD 2" GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 SIM I A501-6 I I SLOPE 18' PER FT. F 11 RAME WALL SECTION SCALE: 112"=1'-0" PREFINISHED MTL COPING TO PARAPET 117'-91 /2" FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYER/l/2 PLYWOOD EACH SIDE - R-11 BATT INSULATION . LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) %" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) 2" STEP DOWN 18" DECORATIVE POLYSTYRENE BALL ?8° EXTERIOR STUCCO FINISH SYSTEM BUILT UP ROOF COVER BOARD INSULATION RIGID THERMAL INSULATION STEEL BAR JOIST ACT CEILING --/ STEEL BRACING —/ (RE STRUCTURAL) Y2" GYP BOARD Y2' GYP BOARD OVER STRCUTURAL COLUMN CONC FOOTING — (RE:STRUCTURAL) CONC FLOOR SLAB (RE:STRUCTURAL) FINISH FLOOR 100'-0" A501-9 A501-6 f� A501-7 ,L I I I I I I J� I I SLOPE 38" PER FT. I I A FRAME WALL SECTION SCALE: 112"=1'-0" PREFINISHED MTL COPING TO PARAPET 116'-0" FYPON DECORATIVE ELEMENT MODEL NO. 097400 1 LAYER 12 PLYWOOD EACH SIDE R-11 BATT INSULATION LIGHT GAGE METAL FRAMING STEEL BEAM (RE STRUCTURAL) 7/8" EXTERIOR STUCCO FINISH SYSTEM CANVAS CANOPY ON PREFABRICATED MTL FRAMING ALUMINUM STOREFRONT WINDOW (RE: A601) 12" STEP DOWN SI $IV CITY OF SANFORD e Q% e. 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N O 00-10 d - N �- I NJ 11 LtJo Q 0 O tZZ O 0 N O 0 O LD O om N GD O N J Q a) C OO w L>1.1 r Q U w En > U co W 11 LtJo Q 0 O tZZ O 0 N O 0 O LD O om N GD O lY ! a) O L>1.1 r N C7 co W N 1- ) Q Dw O o U 00-10 N �- CCS C G (D 112 M O LLI OO O W N HD� ® Z LO H a U) .> .1 U flo U)i vel 0- N d 11 LtJo Q 0 O tZZ O 0 N O 0 O LD O om N GD O lY ! N O L>1.1 r N C7 co W N 1- ) Q Dw O o U N �- w 0 C C G U O OO O W N N N _ a U) .> U � N d or N a ai 3 3 3 r O O O J .-- N C7 d' U) CD ti 00 d - N O OZ co W N 1- Q Dw O o U N �- w 0 U O O W U) _ a U) O U -qu VISIONS PERMIT # DATE ADDRESS 2 Qj CONTRACTOR PN # gj 9 q FAX # DESCRRITION OF REVISION: 6r0 -<P", 7j'zo j 102 - is RECEIVED SEP 1 2006 r BLDGvt,%.c- Ow �6((( �oc Z �r5' �cJ tI PERMIT # V 143 9 List Of Abbreviations A A/C AIR CONDI PION E EL ELEVATION L LAV LAVATORY S SC SOLID CORE AB ANCHOR BOLT ELEC ELECTRICAL LBL LABEL SCHED SCHEDULE ACT ACOUSTICAL CEILING TILE ELEV ELEVATOR LBS POUNDS SCP SCUPPER AD ADJUSTABLE, ADJACENT EMER EMERGENCY LF LINEAR FEET SD SOAP DISPENSER - AFF ABOVE REF FINISHED EQ EQUAL LT WT LIGHT WEIGHT SEAL SEALANT FLOOR (SLAB) EQUIP EQUIPMENT SECT SECTION AHU AIR HANDLER UNIT ESC ESCALATOR M MAS MASONRY SF SQUARE FEET ALT ALTERNATE EWC ELECTRIC MAX MAXIMUM SHT SHEET ALUM ALUMINUM WATER COOLER MECH MECHANICAL SIM SIMILAR ANOD ANODIZED EXIST EXISTING MFR MANUFACTURER SPEC SPECIFICATION APPROX APPROXIMATE EXP EXPANSION MH MANHOLE SS STAINLESS STEEL, ARCH ARCHITECT EXT EXTERIOR MIN MINIMUM SERVICE SINK AUTO AUTOMATIC MIN MINIMUM, MINUTE STD STANDARD F FACP FIRE ALARM MISC MISCELLANEOUS STL STEEL B BO BOTTOM OF CONTROL PANEL MLDG MOLDING STOR STORAGE BD BOARD FD FLOOR DRAIN MO MASONRY OPENING STRUC STRUCTURAL BLDG BUILDING FDN FOUNDATION MR MOISTURE RESISTANT SUSP SUSPENDED BM BEAM FIN FINISHED MTD MOUNTED SY SQUARE YARD BRG BEARING FLR FLOOR MTL METAL BTM BOTTOM FR FIRE RESISTANT MUL MULLION T T TREAD BUR BUILT UP ROOF FR -S FIRE -RETARDANT T&G TONGUE & GROOVE WOOD TREATMENT N NIC NOT IN CONTRACT TBL TABLE C CB CATCH BASIN FT FEET, FOOT NOM NOMINAL TELE TELEPHONE CG CORNER GUARD FTG FOOTING NTS NOT TO SCALE TEMP TEMPERED CI CAST IRON FURR FURRING THK THICK CJ CONTROL JOINT FLIT FUTURE 0 OC ON CENTER TLT TOILET CL CENTER LINE OD OUTSIDE DIAMETER TO TOP OF CLG CEILING G GA GAUGE OPP OPPOSITE TPD TOILET PAPER CLO CLOSET GAL GALLON OVFL OVERFLOW DISPENSER CLR CLEAR GALV GALVANIZED TS TUBE STEEL CMU CONCRETE GB GRAB BAR P PL PLATE TV TELEVISION MASONRY UNIT GC GENERAL CONTRACTOR PLAM PLASTIC LAMINATE TYP TYPICAL CO CLEAN OUT GYP GYPSUM PLAS PLASTER COL COLUMN PLBG PLUMBING U UON UNLESS OTHER- CONC CONCRETE H HB HOSE BIBB PLWD PLYWOOD WISE NOTED CONST CONSTRUCTION HC HOLLOW CORE PNL PANEL UTIL UTILITY CONT CONTINUOUS HDW HARDWARE PR PAIR CONTR CONTRACTOR HM HOLLOW METAL PREFAB PREFABRICATED V VB VINYL BASE CORR CORRIDOR HORIZ HORIZONTAL PT POINT VCT VINYL COMPOSITE TILE CT CERAMIC TILE HR HOUR PT PRESSURE TREATED VERT VERTICAL CTR CENTER HT HEIGHT PTD PAPER TOWEL DISPENSER VEST VESTIBULE CU CONDENSING UNIT HTG HEATING PVC POLY VINYL CLORIDE VIF VERIFY IN FIELD CW COLD WA•CPR HVAC HEATING, VENTILATING VTR VENT THRU ROOF & AIR CONDITIONING Q QT QUARRY TILE VWC VINYL WALL COVERING D DBL DOUBLE HW HOT WATER DEPT DEPARTMENT R R RADIUS, RISER, W W WIDTH DET DETAIL I ID INSIDE DIAMETER THERMAL RESISTANCE W/ WITH DF DRINKING FOUNTAIN IN INCH RD ROOF DRAIN W/O WITHOUT DIA DIAMETER INCL INCLUDING RECP RECEPTACLE WC WATER CLOSET DIM DIMENSION INSUL INSULATION REF REFERENCE WD WOOD DISP DISPENSER INT INTERIOR. REFR REFRIGERATOR WH WATER HEATER DN DOWN INV INVERT REG REGLET WP WATERPROOF DS DOWNSPOUT REINF REINFORCEMENT WT WEIGHT DWG DRAWING J JAN JANITOR REQ REQUIRED WWF WELDED WIRE FABRIC JB JUNCTION BOX REV REVISION WWM WELDED WIRE METAL E EA EACH JT JOINT RM ROOM EB EXPANSION BOLT RND ROUND Y YD YARD EIFS EXTERIOR INSULATING L L LENGTH RO ROUGH OPENING FINISH SYSTEM LAM LAMINATE RTU ROOF TOP UNIT EJ EXPANSION JOINT Y t Legend X' GRID DESIGNATION BUILDING SECTION A301-2 A301-2 j + SHEET NUMBER SECTION NUMBER 102 ROOM NUMBER i 102A DOOR NUMBER ✓ WALL SECTION„ A302-3 SHEET NUMBER SECTION NUMBER O2 WINDOW TYPE ® STOREFRONT TYPE A501-6 SECTION DETAIL � WALL TYPE SHEET NUMBER DETAIL NUMBER ° f-- O5 KEY NOTE A888-88 DETAIL REFERENCE SHEET NUMBER DETAIL NUMBER © REVISION NUMBER 0 SOMETHING ELEVATIONS TAGS �' < EXTERIOR ELEVATION XX' -XX" MARKERS A201-2 ' SHEET NUMBER ELEVATION NUMBER SPOT ELEVATION TAG • 1 INTERIOR ELEVATION 4 ':j A401 2 MARKERS N NORTH ARROW SHEET NUMBER�3 ELEVATION NUMBER BRICK oo .° o.° CONCRETE O PLYWOOD O BOARDM -o�LL 0(50n9� o DRAINAGE MASONRY COMPACTED��/����� EARTH STEEL GID INSULATION MR BOARD General Notes DIKEOU REALTY 1. ALL WORK WILL COMPLY WITH LOCAL, STATE, AND NATIONAL CODES 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL RELATED TO THIS PROJECT. CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUED BID. N CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE TO DO SO. 2. THE WRITTEN DIMENSIONS PREVAIL ON THE CONSTRUCTION DOCUMENTS, (303) 629-5163 FAX DO NOT SCALE THESE DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT AND CONDITIONS IN THE FIELD. IF ANY DISCREPANCY OCCURS, THE DOCUMENTS SHALL NOT BE SUBSTITUED WITHOUT PRIOR WRITTEN CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT IN WRITING BEFORE APPROVAL FROM THE ARCHITECT. PROCEEDING WITH ANY WORK AFFECTED BY THE DISCREPANCY. 1220 ALDEN RD M501 7. THIS CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO 3. CONTRACTORS TO SECURE ALL PERMITS AND REQUIRED INSPECTIONS COMPLETE THIS PROJECT AS REQUIRED TO ACTIVATE THE USE OF THE NECESSARY TO OBTAIN A CERIFICATE OF OCCUPANCY. FACILITY AS PLANNED. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND 8. THE CONTRACTOR SHALL HAVE INSTALLATION INSTRUCTIONS FOR ALL INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING EQUIPMENT AND APPLIANCES ON SITE AT TIME OF INSPECTION. FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. CPH ENGINEERS Legal Description A PARCEL OF LAND BEING A PORTION OF LOT 41 OF THE PLAT "SMITH'S THIRD SUBDIVISION" AS RECORDED IN PLAT BOOK 1, PAGE 86 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY LYING IN THE SOUTHWEST ONE-QUARTER (S.W. %4) OF SECTION 28, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 28; THENCE SOUTH 89°53'03" EAST ALONG THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. %) OF SAID SECTION 28, A DISTANCE OF 15.00 FEET TO A POINT ON THE EAST RIGHT OF WAY LINE OF "RINEHART ROAD" AS SHOWN IN SEMINOLE COUNTY RIGHT OF WAY MAP BOOK 1, PAGE 107 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, SAID POINT BEING ON A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 2616.55 FEET AND A CHORD BEARING OF NORTH 00°09'05" EAST; THENCE DEPARTING THE SOUTH LINE OF THE SOUTHWEST ONE-QUARTER (S.W. Y4) OF SAID SECTION 28, NORTHEASTERLY ALONG THE ARC OF SAID CURVE ALONG SAID OF TANGENCY; THENCE NORTH 00°04'01" EAST CONTINUING ALONG SAID EAST RIGHT OF WAY LINE, 464.41 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NORTH 00004'01" EAST ALONG SAID EAST RIGHT OF WAY LINE, A DISTANCE OF 239.64 FEET TO THE SOUTHWEST CORNER OF LONT 3 OF THE PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD" AS RECORDED IN PLAT BOOK 65, PAGES 31 AND 32 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA; THENCE SOUTH 89°55'24" EAST ALONG THE SOUTH LINE OF SAID LOT 3, A DISTANCE OF 223.50 FEET TO THE SOUTHEAST CORNER OF SAID LOT 3; THENCE SOUTH 00°04'01" WEST ALONG THE WESTERLY LINE OF LOT 1 OF SAID PLAT "WAL-MART SUPER CENTER ON RINEHART ROAD", A DISTANCE OF 182.62 FEET; THENCE SOUTH 51'00'15" EAST CONTINUING ALONG SAID WESTERLY LINE, A DISTANCE OF 37.11 FEET TO A POINT ON A CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF 119.50 FEET, AND A CHORD BEARING OF SOUTH 70040'19" WEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 09009'00", A DISTANCE OF 19.08 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 66040'07" WEST, A DISTANCE OF 31.51 FEET TO A POINT OF CURVATURE OF A CURVE CONCAVE NORTHWESTERLY; THENCE WESTERLYALONG THE ARC OF SAID CURVE HAVING A RADIUS OF 180.50 FEET, A CENTRAL ANGLE OF 23°34'25", AN ARC DISTANCE OF 74.26 FEET TO THE POINT OF TANGENCY; THENCE NORTH NORTH 89055'24" WEST, A DISTANCE OF 133.24 FEET TO THE POINT OF BEGINNING. SAID LANDS LYING IN SEMINOLE COUNTY, FLORIDA AND CONTAINING 1.22 ACRES, MORE OR LESS. CONTRACTOR TO PROVIDE ALTERNATE COST FOR ADDING OR SUBTRACING GREASE INTERCEPTORS Vicinity Map 'N' NTS Code, Information JURISDICTION AUTHORITY CITY OF SANFORD - BUILDING DEPARTMENT 300 N. PARK AVENUE SANFORD, FL 32771 PHONE (407) 330-5656 ADOPTED CODES BUILDING: FLORIDA BUILDING CODE, BUILDING - 2001 (W/ LOCAL ADOPTED AMENDMENTS) FIRE: FLORIDA FIRE PREVENTION CODE - 2001 CHAPTER 36 - (NFPA 101 W/ STATE FIRE MARSHAL AMENDMENTS) PLUMBING: FLORIDA BUILDING CODE, PLUMBING - 2001 MECHANICAL: FLORIDA BUILDING CODE, MECHANICAL - 2001 ELECTRICAL: FLORIDA BUILDING CODE, ELECTRICAL - 2001 (W/ LOCAL ADOPTED AMENDMENTS) CHAPTER 27 - (NFPA 70, NATIONAL ELECTRIC CODE) FUEL/GAS: FLORIDA BUILDING CODE, FUEL/GAS - 2001 ACCESSIBILITY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 11 - (FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION) ENERGY: FLORIDA BUILDING CODE, BUILDING - 2001 CHAPTER 13 - (FLORIDA ENERGY EFFICIENCY FOR BUILDING CONSTRUCTION) NEW BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION: GROUP M - MERCANTILE CONSTRUCTION TYPE (FBC TABLE 600): TYPE IV, UN -PROTECTED, SPRINKLERED MAXIMUM HEIGHT AND AREA ALLOWABLE (FBC TABLE 500): HEIGHT - 55'-0" TOTAL AREA -18,000 SQ FT PER FLOOR ACTUAL HEIGHT AND AREA: HEIGHT - 20'-6" TOTAL AREA - 9,835 SQ FT Contact Information CLIENT: DIKEOU REALTY X 2401 BLAKE LLC X DENVER, CO 80202 N (303) 825-9192 PHONE I I I I (303) 629-5163 FAX MECHANICAL ROOF PLAN CONTACT: PANAYES DIKEOU AS100 LSP100 EMAIL: pdikeou@dikeou.com ARCHITECT: CUHACI & PETERSON, ARCHITECTS, LLC z 1220 ALDEN RD M501 ORLANDO, FL 32803 X (407) 228-4220 PHONE o (407) 228-4219 FAX . CONTACT: DANIEL DICKSON p EMAIL: danield@o-p.com CIVIL CPH ENGINEERS ENGINEER: 500 WEST FULTON STREET V4 SANFORD, FL 32771 W (407) 322-6841 PHONE t_- (407) 330-0639 FAX F -o CONTACT: JUSTIN POLK �Lu N EMAIL: jpolk@cphengineers.com LANDSCAPE CPH ENGINEERS ARCHITECT: 500 WEST FULTON STREET Z �z SANFORD, FL 32771 a-� (407) 322-6841 PHONE m (407) 330-0639 FAX X CONTACT: JIM WINTER EMAIL: jwinter@cphengineers.com Drawing Index SHEET NO. TITLE ARCHITECTURAL W COVER SHEET X N X v N X I I I I I I MECHANICAL ROOF PLAN X AS100 LSP100 z X X z z z M501 Q X o _ o 0 . cn 0 p p to 6 Q X Wcc:" �� WN Rt V4 W.N fL'p W WO G' t_- 2'4 F -o nL'Z �Lu N W >- w� Z N �c) '- oQ Z N �¢ Z �z Z a-� oo m 0:2o_71 X oa STRUCTURAL S101 GENERAL STRUCTURAL S301 S401 JOUI MAMINU tLtVHI IUN0 I X X X X PLUMBING P101 PLUMBING FLOOR PLANS I X I ,.,X I X I X I I X I I I I P501 PLUMB[I MECHANICAL M101 COVER SHEET X X X X N X I I I I I I MECHANICAL ROOF PLAN X AS100 LSP100 ARCHITECTURAL SITE PLAN & DETAILS CODE SUMMARY & DETAILS X X X X X X—, Z N go M501 X X X X LSP101 LIFE SAFETY PLAN X X X X X , i X Uv 0 CD A101 FLOOR PLAN X X X X 7, A102 REFLECTED CEILING PLAN _ X X X X X 1 Al 03 ROOF PLAN X X X X X X X:, s'' ` X X X X X X X X X X X X X _ X X X X X _ A201 EXTERIOR ELEVATIONS _ A301 WALL SECTIONS A302 WALL SECTIONS A401 ENLARGED RESTROOM PLAN, INT ELEVATIONS, & SCHEDULEF. A402 WALL TYPES A403 UL DETAILS - WALLS X X X + F__ A501 DETAILS X X X X A601 DOOR AND WINDOW TYPES SCHEDULES & DETAILS X, X = X A602 STOREFRONT WINDOW TYPES X `" X X X X X—� STRUCTURAL S101 GENERAL STRUCTURAL S301 S401 JOUI MAMINU tLtVHI IUN0 I X X X X PLUMBING P101 PLUMBING FLOOR PLANS I X I ,.,X I X I X I I X I I I I P501 PLUMB[I MECHANICAL M101 MECHANICAL FIRST FLOOR PLANS X X I X X N X I I I I I M102 MECHANICAL ROOF PLAN X X X X E301 ELECTRICAL LEGEND & DETAILS Z N go M501 MECHANICAL SCHEDULE X X X F X �y coilu "V UU M502 _MECHANICAL DETAILS X X , X Uv 0 CD ELECTRICAL E101 1ST FLOOR ELECTRICAL POWER PLAN X I X X I X I X I I I I E102 13T FLOOR ELECTRICAL LIGHTING PLANI__X N O X_ E201 RISER & ELECTRICAL SCHEDULE X X _ X _X X E301 ELECTRICAL LEGEND & DETAILS Z N go 1 E401 ELECTRICAL SPECIFICATIONS X X X F FIRE PROTECTION FP100 FIRE PROTECTION SITE PLAN AND NOTES FP200 FIRE PROTECTION FLOOR PLAN tic lfi PLANSVIEW cogy Or swoftb STRUCTURAL WORCESTER ENGINEERING, INC. ENGINEER: 1500 SOUTH MOUNTAIN ROAD DILLSBURG, PA 17019 (407) 496-6884 PHONE (717) 432-9436 FAX POW # ® 6 CONTACT:JOESPH WORCESTER 1 439 EMAIL: joebworcester@direcway.com MECHANICAL, CUHACI & PETERSON, ARCHITECTS, LLC ELECTRICAL 1220 ALDEN RD �� f ENGINEER: ORLANDO, FL 32803` N l (407) 228-4220 PHONE - (407) 228-4219 FAX CONTACT: NAWWAF "SAM" AHMAD EMAIL: sama@o-p.com Pot FIRE RENNAENTERPRISES, INC. ��`�'��� PROTECTION: 3231 DRANE FIELD ROAD LAKELAND, FL 33811 (863) 646-1258 PHONE (863) 646-8881 FAX CONTACT: RONALD R. RENNA C mom 0 M \o C� U Q) 0 1 n rQ 03v Iri UD 0 r r a3 �� �� r= (73 V) N E 0 8 OD a 1�0 Ch U N O O U I' N Z N go 1 CX P-4 a(L' N �y coilu "V UU Lu N U -- N 0 cV 0 Uv 0 CD M \o C� U Q) 0 1 n rQ 03v Iri UD 0 r r a3 �� �� r= (73 V) DOUBLE UNIT -TYPE A PILOT LI TEST S4 PILOT LIGHT TEST SWITCH nevi, SINGLE UNIT -TYPE B LUMINAIRE REQUIREMENTS 1. ALUMINUM FINISHED CHANNEL MOUNTING BASE WITH TEST SWITCH AND PILOT OR HIGH RATE INDICATING LIGHT. 2. CYLINDERS FOR LIGHTS AND BATTERY AND CHARGER SHALL BE PAINTED, MATTE WHITE AND SHALL BE FULLY ADJUSTABLE. 3. BATTERY SHALL BE MAINTENANCE FREE NICKEL CADMIUM WITH FULL 5 YEAR WARRANTY. 4. UNIT SHALL HAVE AUTOMATIC TWO RATE CHARGER, 5. SWITCHING AND CONTROLS - COMPLETELY SOLID STATE WITH AUTO TRANSFER AND LOW VOLTAGE CUTOFF. TEST SWITCH AND HIGH RATE INDICATING LIGHT. 6. 9 WATT TUNGSTEN HALOGEN LAMP. Emergency Lighting Unit SCALE: N.T.S. SURE- LITES LPX-60-RWH EXIT LIGHT FEATURES LAMP TYPE: LED MOUNTING: UNIVERSAL L IX I SHIELDING: FLAT SHEET ACRYLIC LETTERS: RED NOM. DIMENSIONS: 289mmX200mmX44mm (11-%"W X 7-%"H X 1 %"D) GENERAL DESCRIPTION HOUSING: DIE-CAST ALUMINUM OR 20 GA. COLD ROLLED STEEL, HARDWARE FINISH TO MATCH HOUSING FINISH. 152 mm (6") H LETTERS WITH 19 mm (3/4") STROKE. DIRECTIONAL ARROWS AS REQUIRED ELECTRICAL: 120 RE: ELECTRICAL DRAWINGS FINISH: WHITE OTHER: MINIMUM BRIGHTNESS 20 CD/SQ METER ON FACE OF SIGN. 2 LED Stingel Faced Exit Sign SCALE: N.T.S. 3 Fire Extinguisher Detail SCALE: N.T.S. PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED FIRE EXTINGUISHER (3A1 OBC) POTTER ROEMER PORTABLE EXTINGUISHER #3005 WITH #3903 MOUNTING BRACKET OCCUPANT LOAD (TABLE 1003.1) MERCANTILE OCCUPANCY (AREA PER OCCUPANT SQ FT) = 30 SQ FT 9,828 SQ FT / 30 SQ FT = 327 OCCUPANTS FIRE RESISTANCE MATERIALS/CONSTRUCTION (FBC 704.3.1) SINGLE OCCUPANCY BUILDINGS TENANTS SEPARATED BY 1 -HOUR FIRE RESISTANCE RATINGS (FBC TABLE 600) PARTY AND FIRE WALLS INTERIOR BEARING WALLS SUPPORTING COLUMNS, OTHER BEARING WALLS OR MORE THAN ONE FLOOR SUPPORTING ONE FLOOR ONLY SUPPORTING ROOFS ONLY INTERIOR NON-BEARING PARTITIONS COLUMNS SUPPORTING OTHER COLUMNS OR MORE THAN ONE FLOOR SUPPORTING ONE FLOOR ONLY SUPPORTING ROOFS ONLY BEAMS, GIRDERS, TRUSSES, & ARCHES SUPPORTING COLUMNS OR MORE THAN ONE FLOOR SUPPORTING ONE FLOOR ONLY SUPPORTING ROOFS ONLY FLOORS & FLOOR/CEILING ASSEMBLIES ROOF & ROOF/CEILING ASSEMBLIES EXTERIOR BEARING WALLS OFT TO 3FT OVER 3FT TO 1OFT OVER 1 OFT TO 20FT OVER 20FT TO 30FT OVEjt 30FT EXTERIOR NON-BEARING WALLS OFTTO 3FT OVER t 3FT TO 1OFT OVER 1 OFT TO 20FT OVEj t 20FT TO 30FT OVEj t 30FT REQUIRED 4 NC NC NC NC NC NC NC NC NC NC NC NC 1(0%) N 20°° NC 40% NC(NL) 1(0% 1 10°° N 20°° NC 40% NC(NL) ACTUALL NA NA NA NA NC NA NA NC NA NA NC NA NC NA NA NA NA NA NA NA NA NA NC(NL) MINIMUM FIRE RESISTANCE OF WALLS, PARTITIONS, AND OPENING PROTECTIVES (FBC TABLE 705.1.2) INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.2 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANCY MERCANTILE, SPRINKLERED) (FBC TABLE 803.3) EXITS - CLASS C EXIT ACCESS - CLASS C OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS (FBC 903 & 905) FIRE ALARMS, FBC 905 GROUP M - MERCANTILE SINGLE STORY IF OCCUPANT LOAD IS GREATER THAN 500 AT STREET LEVEL OR 100 OR MORE ABOVE OR BELOW STREET LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72 IS REQUIRED. OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 WALLS (HR) OPENINGS (HR) SHAFT ENCLOSURES (FBC TABLE 1004 - MERCANTILE OCCUPANCY o C= 0 4 OR MORE STORIES 2 1 1/2 LESS THAN 4 STORIES 1 1 WALLS AND PARTITIONS 0.3" - STAIRS MINIMUM COORIDOR/AISLE WIDTH FIRE WALLS 4 3 TENANT SPACE 1 3/4 HORIZONTAL EXIT 2 1 1/2 EXIT ACCESS COORIDORS 0 20MIN EXTERIOR WALLS FBC TABLE 600 3/4 INTERIOR FINISHES, FBC 803 CLASSIFICATION, FBC 803.2 A-FLAMESPREAD 0-25, SMOKE DEV. 0-450 B-FLAMESPREAD 26-75, SMOKE DEV. 0-450 C-FLAMESPREAD 76-200, SMOKE DEV. 0-450 OCCUPANCY MERCANTILE, SPRINKLERED) (FBC TABLE 803.3) EXITS - CLASS C EXIT ACCESS - CLASS C OTHER SPACES - CLASS C FIRE PROTECTION SYSTEMS (FBC 903 & 905) FIRE ALARMS, FBC 905 GROUP M - MERCANTILE SINGLE STORY IF OCCUPANT LOAD IS GREATER THAN 500 AT STREET LEVEL OR 100 OR MORE ABOVE OR BELOW STREET LEVEL A FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72 IS REQUIRED. OCCUPANT LOAD = 327. FIRE ALARM SYSTEM NOT REQUIRED. MEANS OF EGRESS FBC 1003 - 1005 OCCUPANT LOAD, FBC TABLE 1003.1 TOTAL OCCUPANT LOAD AS CALCULATED BASEMENT/GRADE AREAS, OPEN TO PUBLIC ABOVE = 327 OCCUPANTS (FBC TABLE 1004 - MERCANTILE OCCUPANCY o C= 0 TRAVEL DISTANCE (SPRINKLERED) 200 FT. MAXIMUM DEAD END COORIDOR LENGTH 50FT EGRESS WIDTH/PERSON SERVED 0.2" - LEVEL EGRESS WIDTH/PERSON SERVED 0.3" - STAIRS MINIMUM COORIDOR/AISLE WIDTH 44" MINIMUM CLEAR OPENING DOORS 32" MINIMUM STAIR WIDTH 44" ARRAINGMENT AND NUMBER, FBC 1004 1 PER ROOM WHEN EXIT TRAVEL < 75' M L.LJ 2 PER ROOM WHEN EXIT TRAVEL > 75' C 2 PER ROOM WHEN OCCUPANT LOAD IS 50 OR MORE MINIMUM NUMBER OF EXITS, FBC 1004.2.2 2 WHEN OCCUPANT LOAD PER STORY = 1-500 PLUMBING, MINIMUM FACILITIES (PFBC, PLUMBING, TABLE 403.1) OCCUPANCY - MERCANTILE MALE/FEMALE REQUIJ/PROVIDED WATER CLOSETS 1 PER 500 LAVATORIES 1 PER 750 DRINKING FOUNTAINS 1 PER 1,000 SEPARATE FACILITIES (403.2 EXCEPTION 4) SEPARATE FACILITIES SHALL NOT BE REQUIRED IN BUSINESS AND MERCANTILE OCCUPANCIES WITH ATOTAL FLOOR AREA OF 3000 SQFT OR LESS. PERMIT # 06— 14 3 c� 5 cL N (� coD 0 co cN � cu rn -0 o y- u- co -N O N Z3 ' C ti � O L 0 x _ cu c Q' N � N O� -0 co Q N 0 N CD ^' N T a. G!) A� W cu E E =3 U) w w J F— n W Q V 0 N o O o W o C= 0 J N I..0 Q NN� L_(.� o jv N -F--+v :u CD uO M L.LJ •E co c C W 0 0 w r— "= U cu c:) U z w (�4LO Lr) Q) 0 J U L cL N (� coD 0 co cN � cu rn -0 o y- u- co -N O N Z3 ' C ti � O L 0 x _ cu c Q' N � N O� -0 co Q N 0 N CD ^' N T a. G!) A� W cu E E =3 U) w w J F— n W Q If 0 N o O o W o C= 0 N Q� Q NN� L_(.� -F--+v :u o U) C W L M w �- 0- u- z ozo W L 0 U) N C U) o cL N (� coD 0 co cN � cu rn -0 o y- u- co -N O N Z3 ' C ti � O L 0 x _ cu c Q' N � N O� -0 co Q N 0 N CD ^' N T a. G!) A� W cu E E =3 U) w w J F— n W Q o O CDCD 0 N o O o Z N 0 o C= 0 N Q w 4m C clq Zo an a L cn o ULu N Lu w U o 0 0 0 CD co _ cn D U m a U) 3 3 3 3 0 0 0 0 wLO CD ti O v - N Q d 4m clq Zo a L o ULu N Lu w U co _ cn D U 2 3 0-- Life Safety Plan N \\_i� ) SCALE: 118"=1'-0" Qgzv�') M 1078 Fl BATHROOM ♦, f All B 2 EGRESS DISTANCE `♦ 42'-4" 07] IANT 4% 7SQF ...i ---- EGRESS DISTANCE 33'-9" i 000, j i 4 5 6 7 Ff ♦ I -2.'1.., — I = I 1 ♦ `I �} r -i I _ O BATHROOM 105A 104A A 1 B 2 ♦ BATHROOM BATHROOM FE ♦ O EGRESS DISTANCE e EGRESS DISTANCE ♦ 25-10 EGRESS DISTANCE 25'-9' ♦ , 34'-9" 1` 106 ♦` ® 105 LL04J TENANT TENANT TENANT 1 A 1 B 2 ♦♦ A 1 B 2 A 111 B 12 936 SQ FT 936_SQ_FT _936 SQ_FT. -- - --------- ----- ----- _ ..-.... ------ -- - EGRESS DISTANCE EGRESS DISTANCE 23'-6" _ 29 -3 i EGRESS DISTANCE 23'-5" L — — — -I 9 10; BATHF EGR C TE I i ♦ EGRESS DIS 30'-0" I 1 LEGEND A 1 DESCRIPTION 0 O In O ---------------s i -93 I i ♦ EGRESS DIS 30'-0" I 1 LEGEND SYMBOL DESCRIPTION 0 O In O EXIT LIGHT 0 cCD� co O EMERGENCY LIGHTING FIXTURE ® _ _ PRIMARY EGRESS PATH SECONDARY EGRESS PATH 1 HR TENANT SEPARATION F-- FIRE EXTINGUISHER, WALL MOUNTED (FE) 10 11 --— - - .- -------- - - ---- -�--- - - --- - ee ♦ 1o1B 1 e RISER FIRE 101A 1 kTHROOM ` A 1 B 4 " 1 IB12 0 47 SQ FT EGRESS DISTANCE 27'-7" ♦e 101 TENANT e A 1 1 1 B 12 1- ` 2,064 SQ FT e EGRESS DISTANCE 31'-8" I i W F QD o rn O O 0 N O 0 O In O 0 N w O 0 cCD� co O w LJJ 2' d O O O O y M AN .2 E cr- N N a� N � a cUJ o 3 3 3 3 O O O O w.-- N m � cD 1� GO I A101-2 JAI I ltiizjj Ift ov FT 51 A 106 105F1 % TENANT I A 111 B 121 Ln TENANT 1 A 111 B 12 1 TENANT FA I B co 936 SQ FT ------------------------- 931 SQ FT w - - ----- 1404 SQ FT ------------------- ----------- ------- ------------- - ---- ---------- 27'-0' 40'-9" B PAINT READY 2 c� C CERAMIC TILE 3 VINYL C CERAMIC TILE 3 STUCCO ON GYP. BOARD rn CS v E D VINYL SIDING 4 NONE A302-1 E PAINTED CMU BLOCK ca U) w (L ul lO 0 IT- m C) Lu U) a50-)—OZ5Z5 CL V5 WYC) 10 0 0 0 0 W(1) uj w r " m dr I Lo CO 10 I 80 co C % C? 4 6 A201-4 M C14 CD 2 3 4 m 5 6 "3 7 4< c:l - 1 < 221-611 180.0.1 18t-0" 181-01, 18'-0" or OF 161-211 0-' 16-41 1 oll 16'-2"loll 16'-2" ;-'10" 16'-2" 11 0 16'-2" ;-. 0 0 01 41 (D OH OH OH c: D — -- - -- — - ------ - ----- ---------- — - GD 3 G 4 4 4 4 181-0" 181-0" 22'-6" 16'-2" 16'-2" '_'o v 16'-2" 0 16'-2" .0 1/ A401-1 F (D OH C --D2 C-2 —3 2 Ul- 4 4 L -4- F10 4 A] BATHROOM 1_07A] 3 3 3 JAI 111312[] 06A] 07B F1 F101A BATHROOM F1 7 F101B] IIA111BI21-1 L _J BATHROOM BATHROOM L _J F1057A L _J F102A] L _J BATHROOM FIRE RISER JAJIJBTM JA11 1131i7 BATHROOM BATHROOM JAIII 113121] JAIII IBI41 58'-3" 181 -011 17'-1 1" 4 E _n --------- - - . ... . .. ....... O 16'-2" 1:401. 16'-2" !Ao 16'-2" 1-10 16'-2" Aot 161-2" cn c14 CD a { a ifloor Plan _Nk1% SCALE: 1/8"=1'-0" Q0 Z� A201 —1 27' JAI I ltiizjj Ift ov FT WALL F1O7]4 106 105F1 0] TENANT I A 111 B 121 TENANT A I I I B 12 1 TENANT 1 A 111 B 12 1 TENANT FA I B 3,047 SQ FT --------------- ---- ------- .......... ............. ------------------------------ ---------------------- ------- ------------------------------- -- ------- 936 SQ FT ------------------------- 931 SQ FT w - - ----- 1404 SQ FT ------------------- ----------- ------- ------------- - ---- ---------- 58'-3" 181 -011 17'-1 1" 4 E _n --------- - - . ... . .. ....... O 16'-2" 1:401. 16'-2" !Ao 16'-2" 1-10 16'-2" Aot 161-2" cn c14 CD a { a ifloor Plan _Nk1% SCALE: 1/8"=1'-0" Q0 Z� A201 —1 27' ----- ------ OH A 16'-2" 16'-2" A01. 16'-2" @ 5'-5" 11-, 4" FINISH SCHEDULE JAI I ltiizjj Ift ov FT WALL F1_02] EE A TENANT 4 TENANT NONE A 11 B I 2T1 A 111 B 1 1404 SQ FT ------------------ ------- ------------- ---------- - ----- -- -- ----- -------- --------------- --- - -- --------------------------- - -- 2,00 SQ­fT..,_­ .............. ....... VCT TILE 27'-0' 40'-9" ----- ------ OH A 16'-2" 16'-2" A01. 16'-2" @ 5'-5" 11-, 4" FINISH SCHEDULE FLOOR BASE WALL CEILING 1_23] ROOM NAME 1-1 [REMARKS FLOLLCEILING BASk WALL A SEALED CONCRETE 1 NONE A PAINTED GYP. BOARD 1 PAINTED GYP. BOARD B VCT TILE 2 CERAMIC B PAINT READY 2 ACT. LAY -IN C CERAMIC TILE 3 VINYL C CERAMIC TILE 3 STUCCO ON GYP. BOARD D CARPET 4 WOOD D VINYL SIDING 4 NONE E PAINTED CMU BLOCK ca U) w (L 439 W 0 Tf u) fjo C) CD <C-4 c=, C�5 CN cv C) NO co 0 LLJ C5 ,jo C) C) C) W 0 Z U) w CN _cc_—u cc.\,' W 0 Tf u) fjo C) CD ao CD 2 NO C5 1 c%1 m 'r 0 Z U) w CN _cc_—u cc.\,' Lu C .9.9 u— a .0 wN(D 0 U) ca U) w (L ul W 0 Lf) co O n u) fjo C) CD ao CD 2 NO C5 1 c%1 m 'r Z U) w CN C .9.9 c c . LD a .0 m M M ul E 0 IT- m 0 Lu U) a50-)—OZ5Z5 CL V5 WYC) 0 0 0 0 W(1) uj w r " m dr I Lo CO r_ NO C5 1-- 0') Z M w CN ul CN 0 IT- m 0 WYC) D W(1) (L L.. rj) ....... 0 A201-4 E Reflected Ceiling Plan. N SCALE: 118"=1'-0" PERMIT # 0 6 - 14 r o� U- 6 N ^, C -4 Accu l��y�V v CD P-4 � CN /N CN -000 _- Q N N ~ __ N O 1 EAST EXTERIOR ELEVATION Scale 1/8"=1'-0" FYPON DECORATIVE ELEMENT MODEL CANVAS CANOPY ON ROOF ACCESS NUM 097400 24' DECORATIVE PREFABRICATE MTL LADDER POLYSTYRENE BALL FRAMING CJS. ELEMENTCCO CJ _ CJ , TO PARAPET- WALL 116'-0" AFF TO CANOPY 109'-11 1/2" AFF STRFRNT HEAD HEIGHT CD bN -�511 U 116'-0" AFF TO CANOPY 109'-111/2" AFF STRFRNT HEAD HEIGHT N -00 c 'F- ,fid Y7 0O 7 I r (1 r1 ® '-4'1 2'-5 i X z w x r c �� 109'-0" AFF I ii BO CANOPY 108'-0" AFF TO FIN FLR C Co o Co a N 0 rn CN --- i �o 0 N • � 109'-0" AFF O L- 00 BO CANOPY 108'-0" AFF TO FIN FLR O CN O N 'D ti N _ SIN i co 2 NORTH END ELEVATION Scale 1/8"=1'-0" i 9 24' DECORATIVE CANVAS CANOPY ON POLYSTYRENE BALL PREFABRICATE MTL TO DECORATIVE FINIAL FRAMING DECORATIVE ELEMENT 120'-6" AFF ELEMENT MODEL TO PARAPET WALL NUM 097400 116-6112"AFF _ CJS / ELEMENT ,—CJ C.I jk TO PARAPET WALL CD bN U 116'-0" AFF TO CANOPY 109'-111/2" AFF STRFRNT HEAD HEIGHT N -00 c 'F- ,fid Y7 0O w r (1 r1 ® '-4'1 2'-5 i X z w x r c �� J U j 11 ii i C Co a N 0 rn CN Q N • � 109'-0" AFF O L- 00 BO CANOPY 108'-0" AFF TO FIN FLR O CN O N 'D ti N _ SIN i co T U CU -. -- - N ID, A nni n" 'OD 00 _ Q N N _ 3 SOUTH EXTERIOR ELEVATION Scale 1/8"=1'-0" 9 4 WEST EXTERIOR ELEVATION Scale 1/8"=1'-0" ,Co EM pL,AH-S REVIEWED _' R; e , 4 Ft I .Ndmik .OL-. N UCU ) U (N N -00 c 'F- ,fid Y7 0O w r (1 r1 ® U CD z w ('44 r c �� J U M C Co a N 0 rn CN Q N • � O U O L- 00 O CN O N 'D ti N U O x W U CU -. -- - N C N =_ 'OD 00 _ Q N N _ ' :CCN:) r. — N O �J L IL Ft I .Ndmik .OL-. N UCU ) (N N -00 c 'F- 0O w r ® U CD z w ('44 r c �� J U Ft I .Ndmik N C, Z� a N Q O U O N Y W w U O � _ Ft I .Ndmik — SLOPEYe' PER T —o %o" STUCCO FINISH SYSTEM, RE: A201 REGLET WITH SCUPPER 0 N o CD o 0 .040 ALUM SCUPPER I I FLANGE IN GROUT JOINT LINER WI HEMMED . ..I EDGE I MULTI OR SINGLE PLY 053 PREFINISHED ALUM FASTENER WI NEOPRENE BUILT-UP ROOF SCUPPER CONDUCTOR WASHER SYSTEM, RE: ROOF PLAN N N AND SPECS a O .053 PREFINISHED ALUM M � ■ ■ PREFINISHED ALUM SCUPPER CONDUCTORDOWNSPOUT ;5 O 040 PREFINISHED ALUM I r COVERBOARD INSUL (RE: A103 FOR SIZE) COUNTER FLASHING I THERMAL INSUL DOWNSPOUT STRAPS- BEHINDCONDUCTOR I ROOF DECK, RE: STRUCTURAL F -010C AND OVER %"STUCCO I I PT WOOD BLOCKING DOWNSPOUT DISCHARG U I IRE: TO STORM SEWER, ' MTL FRAMING PLUMBING PREFINISHED ALUM DOWNSPOUT �-> (RE: A103 FOR SIZE) SCUPPER DETAIL SCALE: 1"= l'-0" 18' DECORATIVE POLYSTYRENE B %" EXT STUCCO FINISH SYSTEM ( BACKED MTL LA1 MOISTURE BARR 1 LAYER Y " PLY 5 0 PARAPET DETAIL. SCALE: 314"=1'-0" %" EXT STUCCO FINISH SYSTEM ON PAPER BACKED MTL LATH ON MOISTURE BARRIER 1 LAYER Yz" PLYWOOD R 11 BATT INSULATION MTL FRAMING 4 PREFINISHED ALUM DOWNSPOUT MTL SCREEN 1/8" SQUARE MIN SPACING TO PIPE AT 12" MAX ABV GRADE PVC STORM PIPE RE: CIVIL 9DOWNSPOUT TO STORM DRAIN DETAIL SCALE: 3"= V-0" SCUPPER OPENING (RE: A103 fOR SIZE) %" EXT STUCCO FINISH SYSTEM FYPON DECORAI ELEMENT 1 LAYER %"PLY".%aww 2 RTU CURB DETAIL SCALE: 1-1/2" =1'-0" 6 PARAPET DETAIL_ SCALE: 1 112"=1'-0" ATL FRAMING /8" EXT STUCCO :INISH SYSTEM UNIT MOUNTING CURB SEALING MATERIAL WOOD NAILER METAL FLASHING RECEIVER HIGH -DOMED, CAPPED, GASKETED FASTENERS 18" O.C., MINIMUM TWO FASTENERS PER SIDE REMOVABLE SHEET METAL COUNTER FLASHING FASTENERS APPROX. 8" O.C. EXTENSION OF FIELD PLIES ABOVE HEAD OF CANT MULTIPLE -PLY MEMBRANE BASE FLASHING 8" MIN. HEIGHT BUILT -UP -ROOF ASSEMBLY COVERBOARD INSULATION THERMAL INSULATION ROOF DECK ALTERNATE CURB BEARING LOCATION FOR HEAVY WEIGHT LOADING CONDITIONS LAYER % " PLYWOOD NTL FRAMING 1 LAYER % " PL %" EXT STUCC, FINISH SYSTEM R-11 INSULATIC TOP OF FLASHING CAPPED OR ROLLED INTO PIPE APPROXIMATELY 1" SOFT METAL PIPE FLASHING PLUMBING VENT STACK ROOF CEMENT OR SEALANT AT PENETRATION TO MEMBRANE JUNCTURE BUILT -UP -ROOF ASSEMBLY COVERBOARD INSULATION THERMAL INSULATION ROOF DECK SET FLANGE IN ROOF CEMENT -PRIME FLANGE BEFORE STRIPPING 3 VENT THROUGH ROOF DETAIL SCALE: 1-112" =1'-0" g" EXT STUCCO FINISH SYSTEM ON PAPER BACKED MTL LATH ON MOISTURE BARRIER FRY REGLET MTL COUNTER FLASHING MTL FLASHING BUILT UP ROOF COVER BOARD INSOLATION RIGID THERMAL INSOLATION MTL DECKING STEEL BAR JOIST (RE: STRUCTURAL) 7 WALL ROOF CONNECTION SCALE: 3" =1'-0" 3/16"X 2" ALUM.— WALL BRACKETS AT 10'- O" O.C. MAX. NL -2 EXTRUDED— ALUMINUM COVER PLATE 6063-T5 2 - 5/16" HOLES FOR 1/4" ANCHOR BOLTS (BY OTHERS) i —1/4"X 3/4" S.S. H.H.M.B. W/LOCK NUT AND FLAT WASHER #12 X 1 1/4" S.S. H.H. SELF TAPPING SCREW EXTRUDED RUNG 6063-T5 -NL-1 EXTRUDED ALUMINUM CHANNEL RAIL 6063-T5 -2"x 3/16" ALUM. FLAT SAFETY HOOPS SEE ELEVATION OR LOCATION) 4 ROOF ACCESS LADDER - RUNG DETAIL SCALE: 3"= l' -O" %"EXT FINISH 8" CMU 8 PARAPET DETAIL SCALE: 1 112"=1'-0" FRY REGLET MTL COUNTER FLASHING MTL FLASHING BUILT UP ROOF COVER BOARD INSOLATION RIGID THERMAL INSOLATION PERM # 06- - cob ci N U M C) co CN cu a� o't lz 06 tV �O N C r' CD O ro v u- C:) C N O � co a N o ti N a N 1-t o.. U) w " cu F= w w Q Q 0 0 N o CD o 0 toW N cD 0 J N W W N N J a O M � ■ ■ E co C 0C9 ;5 O W IT— �uJ ® Cu U z .� �^ U) C acu cn w J c N4 U C) cob ci N U M C) co CN cu a� o't lz 06 tV �O N C r' CD O ro v u- C:) C N O � co a N o ti N a N 1-t o.. U) w " cu F= w w Q Q C> o C) 0 0 N o CD o 0 toW N cD 0 cu N Q� W N Ca o � c � T 0C9 c M w CLCL �uJ o z o "-' o .� �^ U) C acu cn a cob ci N U M C) co CN cu a� o't lz 06 tV �O N C r' CD O ro v u- C:) C N O � co a N o ti N a N 1-t o.. U) w " cu F= w w Q Q C> o C) 0 0 N o CD o 0 toW N cD 0 m ao 0 N W N C7 d 0C9 w Q C) oLU �-> UJ c c o 0 c 0 c 0 U m An An An An z O E W (If Of U m vi 3 3 3 3 Z2 O O O O L Lu r N m d' "!7 to fl- w 0 N , 0C9 w Q C) oLU N UJ U E z O L Q U 16-2" i EQ EQ EQ EQ 0 W-1)" c a 16'-2" EQ , _ 4'4- 4'-0" , . EQ 16'-2" 3'-10" I EQ EQ i EQ 40 N T 4 c 0 16-2" EQ 3'-10" I* EQ I EQ I r r- F T l 'I-_ r T c r 1. aU 16'-2" 3'-10" I EQ EQ i EQ 40 N T 4 c 0 16-2" EQ 3'-10" I* EQ I EQ I 0 c 0 0 16'-2" EQ / EQ EQ 3'-10" T r r- F T 'I-_ r T c r 0 c 0 0 16'-2" EQ / EQ EQ 3'-10" T r r- F T 0 20'-2" EQ I EQ EQ I EQ / EQ MIDDLE GLAZING AT EACH END TO BE EXTERIOR LOCKED, O OUTWARD SWING HINGE ACTION DISPLAY CASES. PERMIT# 06- 1439 p u- a 0 CN �r c O > aU a "v LL cun W w C c� d I 0 0 0 N C w O 0 0 0 QQ O No O N C07 CO 00 CDO O =1 O O O w o N Ch Of N cn •' C O C O C C O O CID. .N M .n n E cc m Lu n c c c c r O O O O J w N C'O "t tD w f— 00 o 2 3 4 5 7 SEE CIVIL SEE CIVIL SEE CIVIL SEE CIVIL DRAWING OR DRAWING IF SEE CML DRAWING OR SEE CML SEE CML DRAWING FOR CONTINU ON DRAWING FOR CONTINU ON DRAWING FOR DRAWING FOR CONTINUA' ON CONTINUATI TO 4» I CONTINUA TO 4» CONTINUAT TO CONTINUATI TO 4» iJGTER BANK METER BAN R BAN . _ METER BAN . 2 -WAY 2-W. �- 2 -WAY COTG f COTG COTG ------------------------- --- �_----------- y ti r I' '•-L I .c t. 3,4 I I, ;i I 3,4 I: 3,4 P101 I I I ) P101 I t I P 101 I I 4 -L I :1 _ __ I ,I. T� I MIRROR I I 3 O_ _ 3+ � i ' I I V iI I I I I I I 12" I I I i I Z• � � I I I I I C I 0 Cil i 2" I I 2" I 4" I 4" I I I I I " I WCO ( 2" SANITARY & VENT RISER P 101 SCALE: NTS 8 SEE CML1 SEE CML DRAWING R SEE CML DRAWING FOR CONTINUA N DRAWING FOR I CONTINUAMN TO» CONTINUATI TO METER BAN . 4 2-WyfTER BANK. I COTG 11 42m� 3,4 3,4 I E P101 i 9i)r' �, ` i P101 I �`------ 4% 4_ _: MIRROR 0 1 3j4" 3/4" I I CJ .t I I INC.1 1� cJ INCA 1� Jit OF 1 2 WATER RISER P 101 SCALE: NTS CAP FOR POSSIBLE FUTURE TENANT CONNECTION (TYPICAL) m FCO 4" I I PLUMBING FLOOR PLAN SCALE: 1/8" - 1'-0" i � ' 1 JI I I I � I I I I I I I I I I I L11 I I 4" WCOI Z" 3 SANITARY & VENT RISER P 101 SCALE: NTS I 4" �\ 3/4" lot I W old I `1 .1 4 WATER RISER P 101 SCALE: NTS 4" 2 - WAY- COT I 0,.--- t0 SAMPLING WE SEE VL DRAWING FOR CONTINUATION I 15 FCOo-% L I / 1260,,GALLON GREASE INTERCEPTOR INSTALLED 'OUTSIDE OF BUILDING. REFER TO SITE PLAN FOR EXACT LOCATION. INSTALL PER FLORIDA BUILDING CODE IN ACCORDANCE WITH ALL LOCALLY ACCEPTED AMENDMENTS. REFER TO GREASE INTERCEPTOR DETAIL AND MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. COORDINATE WITH CML FOR INVERT INFORMATION. REQUIRED SIZING FOR GREASE INTERCEPTOR TO BE DETERMINED BY FUTURE TENANT ARCHITECT/ ENGINEER OF RECORD. 0 30" DIAMETER " CAST IRON 6 FINISHED MANHOLE AND FINISHED GRADE FRAME TRAFFIC RATED GRADE 9" NOTE: SEE PLAN FOR CLEANOUTS BEFORE —36"0 CONCRETE AND AFTER GREASE :I PRE -CAST INTERCEPTOR MANHOLE SECTIONS SANITARY TEE: WITH DEPTH AS TOP OPEN FOR VENT— REQUIRED g" OPEN OPEN SANITARY TEE: WITH ' " TOP OPEN FOR VENT 3 VENT 6 4" 7jrFFLE 6" 6» INLET WATER LEVEL t = OUTLET INTERIOR WIDTH PRE -CAST CONCRETE IS 4'0" a" it �,, GREASE INTERCEPTOR 1000 GALLON CAPACITY (4) 6" HOLES L OR EQUAL NOTE: 1. SECONDARY TANK VOLUME SHALL EQUAL 1/3 THE PRIMARY TANK VOLUME. 2. STRENGTH DESIGN SHALL BE IN ACCORDANCE TO H-20 BRIDGE LOADING. CONCRETE SHALL BE 4500 PSI. PROVIDE 6"x6" #6 WIRE MESH IN THE BAFFLE. 3. ACTUAL DETAILS AND DIMENSIONS MAY VARY DEPENDING ON LOCAL FABRICATORS CRITERIA. 4. CONTRACTOR SHALL OBTAIN APPROVAL AND COMPLY WITH ALL REQUIREMENTS OF LOCAL OFFICIALS PRIOR TO INSTALLATION. GREASE INTERCEPTOR I , 0 OO o cu 9(N 1 3j4" 3/4" I I CJ .t I I INC.1 1� cJ INCA 1� Jit OF 1 2 WATER RISER P 101 SCALE: NTS CAP FOR POSSIBLE FUTURE TENANT CONNECTION (TYPICAL) m FCO 4" I I PLUMBING FLOOR PLAN SCALE: 1/8" - 1'-0" i � ' 1 JI I I I � I I I I I I I I I I I L11 I I 4" WCOI Z" 3 SANITARY & VENT RISER P 101 SCALE: NTS I 4" �\ 3/4" lot I W old I `1 .1 4 WATER RISER P 101 SCALE: NTS 4" 2 - WAY- COT I 0,.--- t0 SAMPLING WE SEE VL DRAWING FOR CONTINUATION I 15 FCOo-% L I / 1260,,GALLON GREASE INTERCEPTOR INSTALLED 'OUTSIDE OF BUILDING. REFER TO SITE PLAN FOR EXACT LOCATION. INSTALL PER FLORIDA BUILDING CODE IN ACCORDANCE WITH ALL LOCALLY ACCEPTED AMENDMENTS. REFER TO GREASE INTERCEPTOR DETAIL AND MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. COORDINATE WITH CML FOR INVERT INFORMATION. REQUIRED SIZING FOR GREASE INTERCEPTOR TO BE DETERMINED BY FUTURE TENANT ARCHITECT/ ENGINEER OF RECORD. 0 30" DIAMETER " CAST IRON 6 FINISHED MANHOLE AND FINISHED GRADE FRAME TRAFFIC RATED GRADE 9" NOTE: SEE PLAN FOR CLEANOUTS BEFORE —36"0 CONCRETE AND AFTER GREASE :I PRE -CAST INTERCEPTOR MANHOLE SECTIONS SANITARY TEE: WITH DEPTH AS TOP OPEN FOR VENT— REQUIRED g" OPEN OPEN SANITARY TEE: WITH ' " TOP OPEN FOR VENT 3 VENT 6 4" 7jrFFLE 6" 6» INLET WATER LEVEL t = OUTLET INTERIOR WIDTH PRE -CAST CONCRETE IS 4'0" a" it �,, GREASE INTERCEPTOR 1000 GALLON CAPACITY (4) 6" HOLES L OR EQUAL NOTE: 1. SECONDARY TANK VOLUME SHALL EQUAL 1/3 THE PRIMARY TANK VOLUME. 2. STRENGTH DESIGN SHALL BE IN ACCORDANCE TO H-20 BRIDGE LOADING. CONCRETE SHALL BE 4500 PSI. PROVIDE 6"x6" #6 WIRE MESH IN THE BAFFLE. 3. ACTUAL DETAILS AND DIMENSIONS MAY VARY DEPENDING ON LOCAL FABRICATORS CRITERIA. 4. CONTRACTOR SHALL OBTAIN APPROVAL AND COMPLY WITH ALL REQUIREMENTS OF LOCAL OFFICIALS PRIOR TO INSTALLATION. GREASE INTERCEPTOR SCHEDULE w 0 OO o cu 9(N MODEL NO. CAPACITY USGal GREASE CAP. (LBS) EMPTY WT (LBS) LENGTH L WIDTH W HEIGHT H INLET FL1 OUTLET FL2 GT -750 750 1,700 11,000 7'-10" 4'-4" 6'-0" 4'-5" 4'-2" GT_ 1000 1,000 2,300 13,200 8'-8" 5'-0" 6'-0" 4'-9" 4'-6" GT -1250 1,250 2,900 15,500 9'-2" 5'-8" 6'-0" 4'-9" 4' -6 - GREASE INTERCEPTOR DETAIL SCALE: N.T.S. PLAi-fl-S REVIEWED CITY OF SANFORD pEnMIT 06- 10 9 U 4-A %n E 8 U a N U co O co 0 O O r 'C N O • V=4 ® LL co 604 cd v ti c x Oc ' ` o LL V N N _000 Q N O , tic U J W 0 I w 0 OO o cu 9(N N a) c 00 *E_ `00 w r a U > Q �.Lo> C) c z w C4 0 J U cu -c M 0 I 0 0 OO o cu 0 0 N a) O *E_ - O > cu o W cu -c M w , N Ch �LL_ O zo m � O U)N cu Ey- a O Lu o CD 0 0 OO o 0 N 0 0 0 N O O > w , N Ch 't Q m L O O V w N `- U w I-- Z A) a o o o o a W (D W a) w w w d 3 3 3 3 O O O O Or N f7 d' In f0 t,- w N O O Q m L O O Lu w N `- U w I-- Z a o 0-- 0-- MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" ^J MECHANICAL KEY PLAN NOTES: 1. UNDERCUT DOOR 1" TO ALLOW FOR TRANSFER OF AIR TO BATHROOM EXHAUST FAN. 2. PROVIDE AND INSTALL (1) SMOKE DUCT DETECTORS IN SUPPLY AND RETURN DUCTS AS SPECIFIED BY THE MECHANICAL FLORIDA BUILDING CODE AND NFPA 90A-98 FOR EACH MECHANICAL UNIT. ALSO PROVIDE (1) 3 PROGRAMMABLE THERMOSTAT AND (1) TEMPERATURE SENSOR FOR EACH MECHANICAL UNIT TO BE LOCATED AND INSTALLED BY FUTURE TENANT. COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU 4' INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTERS. REFER CONDENSATE TRAP 5 DETAIL ON MECHANICAL DETAIL SHEET FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON MECHANICAL DETAIL SHEET FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED LIST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. CEILING MOUNTED BATHROOM EXHAUST. INSTALL TYPICAL EXHAUST ROOF 6 CAP. COORDINATE EXACT LOCATION OF PENETRATION WITH ARCHITECTURAL ROOF PLAN. OFFSET DUCT WORK AS NEEDED IN CEILING/JOIST SPACE TO MAINTAIN A DISTANCE OF 10' FROM TERMINATION TO ANY OUTSIDE AIR INTAKE. INSTALL 6"0 GALVANIZED DUCT WORK DOWN FROM ROOF CAP 7. INTO CEILING/JOIST SPACE AND CONNECT TO CEILING MOUNTED EXHAUST FAN PER MANUFACTURER'S RECOMMENDATIONS. REFER TO ROOF EXHAUST DETAIL ON MECHANICAL DETAIL SHEET REFER TO SPLITTER DETAIL ON MECHANICAL DETAIL SHEET. INSTALL SPLITTER VERTICALLY ORIENTED BELOW UNIT IN CEILING SPACE. CONTRACTOR TO INSTALL AT AN ELEVATION ENSURING THE LEAST AMOUNT OF OFFSETS AND DEVIATIONS IN THE DUCT WORK. INSTALL FLEXIBLE CONNECTIONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. ', R , 1432 C� Qa � 44R U = .J a 0 O to 0 � L a 0 ao 0 n� W N co C '^rte Y�lra `00 w U Q w (� Lo c fD J V (D �8 L -Q N U C7 ?� 0 3}� co M� ca 0) -0 r 'C N O -' LL OO N O N C ^' tU O 'It O X m -a LL N C N O � 'v o0 Q N O N ti' N C) r � ..0 PIVA 1� O O J LL U_ Z Q /S W U J W F - w w U) w QQ o O 8 0 0 N o a 0 O to 0 � L a 0 ao 0 n� W N '^rte Y�lra w eco 0 = U) (D Pu c w 1 �- 0- _ - - O Zg LLJo -(—"- U) Co r (n � a U) �8 L -Q N U C7 ?� 0 3}� co M� ca 0) -0 r 'C N O -' LL OO N O N C ^' tU O 'It O X m -a LL N C N O � 'v o0 Q N O N ti' N C) r � ..0 PIVA 1� O O J LL U_ Z Q /S W U J W F - w w U) w QQ o O 8 0 0 N o a 0 O to 0 0 N c 0 o a 0 ao 0 N w , Q' Z ct-jLu C14 U) tR C) 6 m O w N r C C F¢ -v Z o o o o •n •n V U) x � .5;.5 O U a vwi 3 3 3 3 0 0 0 0 w.- N m d• to CO I,- w N , Z ct-jLu C14 tR C) 6 m O w N r w F¢ -v Z U) cl x IL O U t r -----------f1 r-------- ----7 r I C.O. C.O.II - 2 -J�i IIiIIIi F 2J1 ii i� 2 L --.J L2 T,JATU� [_ I33 Ell4 3 C_]t_�; 3 44 4 C.Oj4 F— 5 5 L l_ J 4 5 RTU -7.5T RTU -4T 5 RTU-4T"i ., Ii RT -U ---4T 5 RTU -4T RTU -6T R -7.5T ------------- L ------------i ---------J--1L------------I IL------------- J-ICIIIIII MECHANICAL ROOF PLAN SCALE: 1/8" = 1'-0" MECHANICAL KEY PLAN NOTES: 1. COORDINATE EXACT LOCATION OF MECHANICAL UNITS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS. REFER TO RTU CURB DETAIL ON MECHANICAL DETAIL SHEET AND STRUCTURAL DRAWINGS FOR RTU INSTALLATION AND TIE DOWN. COORDINATE WITH MANUFACTURER'S RECOMMENDATIONS. 2. 3. 4. 5. RUN CONDENSATE FROM MECHANICAL UNITS TO ROOF DRAIN/GUTTER AND TERMINATE WITH APPROVED AIR GAP. REFER TO ARCHITECTURAL ROOF PLAN FOR LOCATION OF DRAINS/GUTTER. REFER CONDENSATE TRAP DETAIL ON SHEET M-102 FOR PIPE SIZE. REFER PIPE SUPPORT DETAIL ON SHEET M-102 FOR INSTALLATION. CONDENSATE PIPING SHALL BE FROM THE APPROVED UST OF MATERIALS AND CONSTRUCTION METHODS OUTLINED IN CHAPTER 4 OF THE 2001 FLORIDA BUILDING MECHANICAL CODE. INSTALL FLEXIBLE CONNEC11ONS BETWEEN ALL DUCT WORK AND MECHANICAL UNITS. REFER TO MECHANICAL ROOF TOP UNIT DETAIL AND STRUCTURAL DRAWINGS FOR MECHANICAL EQUIPMENT TIE DOWN DETAILS. PERMIT 06- 1439 � U >Z N V C'7 O N co ca O -p T 'C N O q" LL co N O N C3 C f`' (L3 O i- O X _ m 1..L.. c9 N C N N 'i 'a c0 N O ' N C) N T z CL LLO r0r' U_ Z Q V w WJ 1=' F- G w w T w 1- U 0 N O 0 O Q U-) O cu 0 � OO O J W N w � U) O N W (b - c C O w rU _O - ()UQ Z z Lu .c cN w N �- c� 0 J V Q = � U >Z N V C'7 O N co ca O -p T 'C N O q" LL co N O N C3 C f`' (L3 O i- O X _ m 1..L.. c9 N C N N 'i 'a c0 N O ' N C) N T z CL LLO r0r' U_ Z Q V w WJ 1=' F- G w w T w 1- o o� O !- O 0 N O 0 O Q U-) O cu 0 � OO O N w � N Cr) CIO U) Z Lu .c cN c w Q Q O z -o V O T CLLI o U) - W '`^° T vJ N T a Q Y � U >Z N V C'7 O N co ca O -p T 'C N O q" LL co N O N C3 C f`' (L3 O i- O X _ m 1..L.. c9 N C N N 'i 'a c0 N O ' N C) N T z CL LLO r0r' U_ Z Q V w WJ 1=' F- G w w T w 1- o o� O !- O 0 N O 0 O Q U-) O 0 N co O 0 � OO O N w � N Cr) '4- Z Lu Q O O W w N T Q Y A) C C C C F— U Z O O O O O w ff. N N U U) O U)O U N N N � N 0- uwi 3 3 3 3 L O O O O o e .-- N M �r Lo (O fl— m N O? Z Lu Q O O W w N T Q Y w F— U Z O U w ff. O U)O U MECHANICAL GENERAL NOTES 1. INTENT OF THESE NOTES AND MECHANICAL NOTES ON DRAWINGS IS TO CLARIFY THE SCOPE OF WORK AND ALERT CONTRACTOR OF EXISTING CONDITIONS. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 2. ALL SUPPLY AND RETURN DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. INSULATION SHALL HAVE AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. NOTE: ALL SUPPLY AND RETURN AIR DUCTS 5'-0" AND GREATER FROM THE ROOFTOP UNIT MAY BE; AT OWNER'S OPTION, MINIMUM R-6 RIGID FIBERGLASS DUCT BOARD. OWNER SHALL SUBMIT A LETTER TO ENGINEER TO AUTHORIZE THE USE OF FIBERGLASS DUCT BOARD. FLEXIBLE DUCTS: EITHER SPIRAL ROUND SPRING STEEL WITH FLAMEPROOF VINYL SHEATHING, OR CORRUGATED ALUMINUM. COMPLY WITH UL 181. PROVIDE 1" THICK CONTINUOUS FLEXIBLE FIBERGLASS SHEATH WITH VINYL VAPOR BARRIER JACKET. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH SECTION 603 OF THE FLORIDA BUILDING CODE MECHANICAL 2001. 4, ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. 5. PROVIDE ALL ROOF TOP UNITS WITH MANUFACTURERS RECOMMENDED SERVICE AREA CLEARANCES AND ELECTRICAL CONVENIENCE OUTLETS. 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S)/CONSULT WITH BUILDING STRUCTURAL ENGINEER. 7. ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL DRAWINGS. 8. ALL ROOF TOP UNITS TO HAVE SMOKE DETECTORS IN SUPPLY AND RETURN DUCTWORK. DETECTORS SHALL SHUT DOWN UNIT UPON ACTIVATION. SEE NOTE #14 FOR FURTHER INFO.. 9. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 10. DUCTWORK INSULATION SHALL BE 1-1/2" FOIL FACED FIBERGLASS DUCT WRAP. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 14. SMOKE DETECTOR(S) SHALL BE INSTALLED IN AIR SYSTEMS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM IN THE SUPPLY AND RETURN DUCTWORK PRIOR TO MIXING WITH OUTSIDE AIR. FURTHERMORE, WHERE MULTIPLE AIR SYSTEMS SHARE COMMON SUPPLY OR RETURN AIR DUCTS OR PLENUMS WITH A COMBINED DESIGN CAPACITY GREATER THAN 2000 CFM, THE RETURN AIR AND SUPPLY AIR SYSTEM SHALL BE PROVIDED WITH SMOKE DETECTORS. IF THE BUILDING IS PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL BE WIRED TO STOP THE FAN UPON DETECTION OF SMOKE, AND SIGNAL THE BUILDING FIRE ALARM CONTROL PANEL PER NFPA 72. IF THE BUILDING IS NOT PROVIDED WITH FULL FIRE ALARM SYSTEM, THE SMOKE DETECTOR(S) SHALL STOP THE FAN AND CAUSE A VISIBLE AND AUDIBLE ALARM SIGNAL IN A NORMALLY OCCUPIED AREA PER NFPA 90A. THE SMOKE DETECTOR(S) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR, WIRED BY THE ELECTRICAL OR FIRE ALARM CONTRACTOR, AND SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN ACCORDANCE WITH REQUIREMENTS OF NEPA 72 NATIONAL FIRE ALARM CODE. 15. ALL SUPPLY AIR DIFFUSERS SHALL BE 4 -WAY THROW UNLESS OTHERWISE NOTED. 16. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION WITH RAIN LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. 17. CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND MATERIALS. INSTALLATION OF THE EQUIPMENT SHALL COMPLY WITH THE MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. 18. VERIFY VOLTAGE WITH ELECTRICAL BEFORE ORDERING EQUIPMENT. 19, PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT THE ROOFTOP UNIT. SLOPE CONDENSATE LINES 1/8" PER FOOT. CONDENSATE LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING ON ROOF SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE PIPE SUPPORT ON ROOF" DETAIL 20. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE "FLORIDA MECHANICAL CODE 2001". 21. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, AL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE FROM DEFECT. 22. DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 23. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KA OR EQUAL, AND BE UL LISTED AND COMPLY WITH NFPA STANDARD NO. 90A. 24, ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE IN THE FIELD. 25. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 PERCENT OF QUANTITIES SHOWN ON DRAWINGS. 26. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF AL VIBRATING EQUIPMENT TO WHICH DUCTWORK IS ATTACHED. 27. CONTRACTOR SHALL PROVIDE A COPY OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO THE FINAL INSPECTION. 28. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR AL TRADES INSTALLATION SCHEDULES. FIXED WORK SUCH AS DUCTWORK AND PLUMBING SHALL BE INSTALLED PRIOR TO ANY TRADE WORK THAT CAN BE EASILY RELOCATED OR OFFSET SUCH AS ELECTRICAL CONDUITS, SMALL WATER LINES ETC. 29. ERRORS OR OMISSIONS: WHEN THE INTENT OF ARCHITECT/ENGINEER WITH REGARD TO ANY DETAIL IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS, AND THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. OTHERWISE, NO EXTRA CHARGE WILL BE ALLOWED FOR THE WORK OR MATERIAL WHICH THE ARCHFTECT/ENGINEER WILL REQUIRE, PROVIDED THAT IT COMES WITHIN A REASONABLE INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS. 30. PLANS AND SPECIRCA11ONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. AL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF/HERSELF WITH THE PLANS. TYPICAL SEQUENCE OF OPERATION THE A/C UNIT SHALL BE STARTED AND STOPPED FROM A ROOM THERMOSTAT. ON A CALL FOR COOLING, THE THERMOSTAT SHALL ENERGIZE THE COMPRESSOR(S) TO MAINTAIN SET POINT. ON A CALL FOR HEATING, THE THERMOSTAT SHALL ENERGIZE THE ELECTRIC HEAT IN STAGE(S) TO. MAINTAIN SET POINT. SUPPLY FAN SHALL RUN CONTINUOUSLY DURING OCCUPIED HOURS. AIR DEVICE SCHEDULE SYM MANUF./CAT. NO. ROOF TOP UNF SCHEDULE FRAME REMARKS FINISH CFM REQUIRED CFM SUPPLIED CFM EXHAUSTED CFM POSITIVE RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN EXT. STATIC PRESS. IN. H2) A TITUS - TDC (FULL FACE) CD COOLING 12 X 12 FLANGE EQUAL TO 110 - 145 CFM = 6"RND OR 6"x6" FAN COMPRESSOR(S) SONES ELECTRIC HEATER SUITE 101 2064 CAPACITY - 0.30 150 - 200 CFM = 8"RND OR 8"x8" MARK AREA NOMINAL CFM 0/A E.S.P.HP V/0 FLA QTY. V/0 LRA KW CONTROL V/0 MCA MOCP WEIGHT TC Sc AMBIENT 'F/WB ENTERING 'F/WB SEER MFG. MODEL NOTES 220 SERVED TONS (IN.) ;RLA 24 X 24 STAGES (LBS.) (MBH) (MBH) DB F DB F [EER] 24 X 24 RTU -6T - 6 2400 480 1.3** 1.0 208/3 5.0 1 208/3 19.0 156.0 13.5 1 208/3 53.1 60 1010 72.0 53.6 95/80 80/67 [10.3] TRANE TSC072 A3 (1) - (8) RTU -7.5T - 7.5 3000 600 1.3** 2.0 203/3 6.3/9. 1 208/3 26.0 181.5 13.5 1 280/3 54.8 60 1150 95.0 71.8 95/80 80/67 [10.3] TRANE TSC09 OA3 (1) - (8) 280.8 320 100 220 SUITE 107 3047 - - 0.30 914.1 920 NOTES: (1) PROVIDE SMOKE DETECTORS/FIRE STATS IN SUPPLY AND RETURN DUCTWORK TO SHUT THE UNIT DOWN UNDER ALARM CONDITION AS REQUIRED BY LOCAL/STATE CODES. (2) REFER TO CONTROL SYSTEM NOTES FOR CONTROL COMPONENTS REQUIREMENTS. NOTES: 1. OUTSIDE AIR CALCULATIONS ARE BASED ON THE 2001 MECHANICAL FLORIDA BUILDING CODE IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 62-1999. * OCCUPANCY OF PEOPLE PER SQUARE FEET FROM TABLE 403.3 ** CFM OF OUTSIDE AIR PER PERSON FROM TABLE 403.3 *** CFM OF OUTSIDE AIR PER SQUARE FOOT FROM TABLE 403.3 (3) PROVIDE 5 -MINUTE ANTI -SHORT CYCLE TIMER m - (4) PROVIDE SINGLE POINT CONNECTION (5) PROVIDE WITH FACTORY FILTERS `" O O O (6) PROVIDE WITH FACTORY ROOF CURB AND OUTSIDE AIR INTAKE HOOD WITH MANUAL DAMPER J (7) PROVIDE WITH STARTER (8) COORDINATE WITH DIVISION 16 FOR DISCONNECT N m "-�t Lo tD f- co AIR DEVICE SCHEDULE SYM MANUF./CAT. NO. TYPE I NECK FRAME REMARKS FINISH CFM REQUIRED CFM SUPPLIED CFM EXHAUSTED CFM POSITIVE RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN EXT. STATIC PRESS. IN. H2) A TITUS - TDC (FULL FACE) CD 0 - 105 CFM = 6"RND OR 6"x6" 12 X 12 FLANGE DRIVE 110 - 145 CFM = 6"RND OR 6"x6" 24 X 24 EXHAUST AIR DEVICE SONES - SUITE 101 2064 - - 0.30 150 - 200 CFM = 8"RND OR 8"x8" 24 X 24 LAY IN, BAK. WHT. SUITE 102 936 - 205 - 350 CFM = 10"RND OR 10"x10" 24 X 24 ALUMINUM ENAMEL 100 220 SUITE 103 355 - 575 CFM = 12"RND OR 12"x12" 24 X 24 - 0.30 B TITUS -350FL RAG 22 x 22 (MAX. 1280 CFM) 24 X 24 LAY IN, OBD BAK. WHT. - 0.30 280.8 10 x 22 (MAX. 500 CFM) 12 X 24 220 ENAMEL DEVICE TYPE LEGEND: CD = CEILING DIFFUSER RAG = RETURN AIR GRILLE OUTSIDE AIR CALCULATION TAG - AREA AREA (SQFT) PEOPLE PER 1000 SQFT* CFM PER PERSON ** CFM PER SQFT *** CFM REQUIRED CFM SUPPLIED CFM EXHAUSTED CFM POSITIVE RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN EXT. STATIC PRESS. IN. H2) 0.375 MANUAL AIR VOLUME CONTROL DAMPER FAN TYPE - CEILING AIR FLOW PATTERN DRIVE - DIRECT EXHAUST AIR DEVICE SONES - SUITE 101 2064 - - 0.30 619.5 620 100 520 SUITE 102 936 - - 0.30 280.8 320 100 220 SUITE 103 936 - - 0.30 280.8 320 100 220 SUITE 104 936 - - 0.30 280.8 320 100 220 SUITE 105 936 - - 0.30 280.8 320 100 220 SUITE 106 986 - - 0.30 280.8 320 100 220 SUITE 107 3047 - - 0.30 914.1 920 100 820 NOTES: 1. OUTSIDE AIR CALCULATIONS ARE BASED ON THE 2001 MECHANICAL FLORIDA BUILDING CODE IN ACCORDANCE WITH ANSI/ASHRAE STANDARD 62-1999. * OCCUPANCY OF PEOPLE PER SQUARE FEET FROM TABLE 403.3 ** CFM OF OUTSIDE AIR PER PERSON FROM TABLE 403.3 *** CFM OF OUTSIDE AIR PER SQUARE FOOT FROM TABLE 403.3 14 FAN SCHEDULE TAG - EF -1 CL3 SERVICE - EXHAUST FLEXIBLE DUCT AIR QUANTITY CFM 100 RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN EXT. STATIC PRESS. IN. H2) 0.375 MANUAL AIR VOLUME CONTROL DAMPER FAN TYPE - CEILING AIR FLOW PATTERN DRIVE - DIRECT EXHAUST AIR DEVICE SONES - 3.6 TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. MOTOR WATTS 70 U c FAN SPEED RPM 1500 REFRIGERATION PIPING POWER V/0 120/1 LOCATION - TOILET ROOM MANUFACTURER - COOK MODEL - GC -140 NOTES 1, 2 1. WITH PLUG-IN DISCONNECT. 2• PROVIDE CONTROL BY MANUAL LIGHT SWITCH WITH 5 MINUTE DELAY. FAN SHALL RUN 5 MINUTES AFTER LIGHT IS OFF. COORDINATE WITH ELECTRICAL DRAWINGS FOR LOCATION OF SWITCH. HVAC LEGEND SYMBOL DESCRIPTION 0 O 0 CL3 0 0 NEW DUCTWORK J FLEXIBLE DUCT ® UP SUPPLY OR OUTSIDE AIR DUCT SECTION UP THROUGH PLAN DN RETURN OR EXHAUST DUCT SECTION DOWN THROUGH PLAN DUCTWORK TRANSITION -� MANUAL AIR VOLUME CONTROL DAMPER ® ® SUPPLY AIR DEVICE CLEAR TRIANGLE SIDES INDICATE CBcu AIR FLOW PATTERN z RETURN AIR DEVICE ® EXHAUST AIR DEVICE 0 WALL MOUNTED THERMOSTAT 0 TEMPERATURE SENSOR IN RETURN DUCT AIR STREAM. SD DUCT SMOKE DETECTOR 8"0 U c A-300 OR Q 300 CFM DEVICE TYPE "A" - 300 CFM - 8"' NECK SIZE --------- R ----------- REFRIGERATION PIPING --------- C ----------- CONDENSATE PIPING cob 'r d. N U M 0 w c� mrn r � 0 -T N O N .9►- ao O x cE3 a LL, 0 C:) N o �t -v co Q N 0 N C) N T a U) Lu J Lu V U) J Q C) z Q w U J I h-• Lu F- cc W G W co LLj Q 0 O C. 0 N 0 O 0 CL3 0 0 J Lij Q �o CBcu uo cu WM ac c CN w r� 00 cu I- U c J � U i 0 - cob 'r d. N U M 0 w c� mrn r � 0 -T N O N .9►- ao O x cE3 a LL, 0 C:) N o �t -v co Q N 0 N C) N T a U) Lu J Lu V U) J Q C) z Q w U J I h-• Lu F- cc W G W co LLj Q 0 O C. 0 N 0 O 0 CL3 0 0 (3) CBcu WM CN W C J z® E LL .D i 0 - Ll1 0 (y O U a cob 'r d. N U M 0 w c� mrn r � 0 -T N O N .9►- ao O x cE3 a LL, 0 C:) N o �t -v co Q N 0 N C) N T a U) Lu J Lu V U) J Q C) z Q w U J I h-• Lu F- cc W G W co LLj Q 0 O C. 0 N 0 O 0 0 N 0 0 0 V U) •> o 0 0 0 m - `" O O O O J r N m "-�t Lo tD f- co PLANS REVIEWS N CITY SANS 1; 'z o Q o m LU LU N w �-- H U Z o w PERMI` # 06- 1439 6 107-2,4,6 107-26 r F F 75 CD 7 U /-24 107-36 j—RTU-7.5T,j 107-38:40:42 107-37:39:41 I I RTU -4T I I I I IIr—� I 3 O OWP WP GFI OGFI Ell u 107-8,10 10 75 CD POWER PLAN NOTES: O J -BOX FOR FUTURE TENANT SIGN.PROVIDE 314" CONDUIT WITH PULL CORD TO TENANT'S CORRESPONDING PANEL. COORDINATE MOUNTING HEIGHT & LOCATION WITH ARCHITECTURAL ELEVATION DRAWINGS. 2 (2)1" CONDUIT WITH PULL CORD TO TELEPHONE TERMINAL CABINET. STUB -UP 2'-0" A.F.F., CAP AND LABEL. OFOR POWER REQUIREMENTS TO RTU'S SEE MECHANICAL EQUIPMENT RISER DIAGRAM ON DRAWING E301. O4 MOUNT NEXT TO RTU'S. COORDINATE EXACT LOCATIONS WITH MECHANICAL DRAWINGS. OPROVIDE 3-112" EMPTY CONDUIT WITH PULL CORD FROM POWER RISER LOCATION AND STUB UP 2'-0" A.F.F. FOR FUTURE PANEL. CAP AND LABEL, 6 Ii - -.--- L 101 j F F 75 CD A 75 CD F 101-23 FR. ELECTRICAL i ELECTRICAL POWER PLAN SCALE: 1/8"= l' -O" 4NEL HP TC METER BANK 9 3M N ffl� " J W CD U v' N U M 0 CC) M c rn 'C N o �- U_ co CN O N T3 ' C ti O O L c D u - co N N O � -v co Q N O ti N (Z) N r � a Z I.J.. w 0 L.L.. U L.l.. U wW JF- F- w Ww uJ Q V v a O tC) O o �V c0 O 2 N CDCN NC? C OU w �— L- w 0 U > z w c%4 (o C �Q J U (n t _ CD U v' N U M 0 CC) M c rn 'C N o �- U_ co CN O N T3 ' C ti O O L c D u - co N N O � -v co Q N O ti N (Z) N r � a Z I.J.. w 0 L.L.. U L.l.. U wW JF- F- w Ww uJ Q V N O a O tC) O o �V c0 O 0 C7 _N O NC? O w cu N cY (n t _ (D Pu c.4 w �. a _ _ � �d Q z O Z -d = UO Q O cD c r in � 0 w _ d iD CD U v' N U M 0 CC) M c rn 'C N o �- U_ co CN O N T3 ' C ti O O L c D u - co N N O � -v co Q N O ti N (Z) N r � a Z I.J.. w 0 L.L.. U L.l.. U wW JF- F- w Ww uJ Q _O 1` O N O a O tC) O o �V c0 O 0 C7 _N O NC? O w t N cY H Q N Q 0 w UN iD r. Z Y U d C C C C m > O D O O U) O U a) N N d N N LLj IL C C C C .N- O O O O L�- N m d' to c0 n co �I NC? O H Q Q 0 w UN iD r. Z Y U O O m U)_ U) O U �I LIGHTING PLAN NOTES: 1O EMERGENCY, EXIT SIGNS, AND NITE LIGHTS SHALL BE WIRED ON CIRCUIT #1 ON EACH TENANTS CORRESPONDING PANEL. LIGHTING NOTES 1. VENDOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. NOT USED. 4. MOUNTING HEIGHTS INDICATED ARE TO THE CENTER LINE OF DEVICE OR FIXTURE UNLESS OTHERWISE NOTED. 5. ALL FIXTURES TO BE CENTERED ON 2X4 CEILING GRID U.O.N. 6. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 7. ELECTRICAL CONTRACTOR SHALL SUPPLY 10% ADDITIONAL SPARE OF ALL LAMP TYPES TO BE LEFT AT JOB SITE AT END OF JOB. ELECTRICAL LIGHTING PLAN SCALE: 1/8"= V-0" ► R, 06— 109 W V V • 0 LIGHT FIXTURE SCHEDULE TYPE SYMBOL MANUFACTURER CATALOG NO. VOLT LAMPS MOUNTING A NO LITHONIA 2SP8 G 4 32 A12125120 120 (4) 32W T8 GRID B LITHONIA 9132120 120 (1)32WT8 SURFACE C ►—+ FOCAL POINT LLC FAVAS CL 1T51C 120 S SM L835 WH 4' 120 (1) 48" T5 WALL MOUNTED ABOVE WINDOW D 0 GOTHAM AF 1/26TRT 6AR 120 120 (1) 26W TRT RECESSED EM LITHONIA ELM2 N 120 LED INCLUDED WALL 8'-0" A.F.F. X ® LITHONIA LQM S W 1R 120 EL N 120 LED INCLUDED UNIVERSAL ca Z cn N C., ALTERNATE FIXTURES SHALL BE BY "COOPER INDUSTRY", "LITHONIA", "GENLYTE", "HUBBELL" AND "THOMAS INDUSTRY". ALL FIXTURE ^W it C SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). GENERAL NOTES: Z o � 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE Lu o ENERGY SAVING LAMPS AND ELECTRONIC BALLASTS. CONNECTED AHEAD OF LOCAL SWITCHES. UNLESS a vJ OTHERWISE NOTED. a 2. PROVIDE NECESSARY MOUNTING HARDWARE AND 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR ACCESSORIES FOR ALL FIXTURES. APPROVAL, SEE SPECIFICATIONS. 3. PROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT Y FIXTURES. ELECTRICAL LIGHTING PLAN SCALE: 1/8"= V-0" ► R, 06— 109 W V V • 0 E co 8 L n N U M 3 O 04 M 1 r 0 N c � (U O -g- "It o x fu W cu 0 O a N N d' -000 Q N N O' N citi N L z �T i U ry U W J F - w Ww D -- U) W F- Q`O o 1� 0 0 cV O N = /f c V NO M.Jcu c 00 w t— 0 cu ® 0Lo j J 0 - E co 8 L n N U M 3 O 04 M 1 r 0 N c � (U O -g- "It o x fu W cu 0 O a N N d' -000 Q N N O' N citi N L z �T i U ry U W J F - w Ww D -- U) W F- Q`O o 1� 0 0 cV O 0 N O X17 o /f c V 0 O Ch 00 o N ^� W O? L1J cu ca Z cn N C., w ^W it C C J LL- 0 Z o � U) 0 Lu o �/-� c a vJ a E co 8 L n N U M 3 O 04 M 1 r 0 N c � (U O -g- "It o x fu W cu 0 O a N N d' -000 Q N N O' N citi N L z �T i U ry U W J F - w Ww D -- U) W F- Q`O o 1� 0 0 cV O 0 N O X17 o 0 O N (D O 0 O Ch 00 o N O? L1J Z M N �W U) 0 U N p Z Y O o 0 0 0 m W L M M M = z� a C0 10 E L W � m a> aD Q% ai a cwn 3 3 3 3 O O O O Lu .-- N d' N O? Z M N �W 0 U N p Z Y O D m W = z� a C0 10 MANUFACTURER: SL1UARE-D NQOD MAIN BREAKER: rill\ 3 PHASE MAIN LUGS: 225A 4 WIRE K.A.I.C.: 10 120/208 VOLTS MOUNTED: FLUSH NAME: PANEL'101' PROJECT NAME: SHOPPES AT RINEHART PROJECT NUMBER: 204372 FED FROM: 225A METER N DEMAND LOAD (KVA) 9.3 1.25 C 10.14 C 10.07 19.74 N 0 CKT IDENTIFICATION WIRE/COND O LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) O WIRE/COND IDENTIFICATION CKT 0 T E NO 1.35 1.35 D LIGHTING D L. -. 0.90 NO E f 0.54 R 3#12,1#12E.G,3/4"C 1 80 :' R t sem... RECEPTACLES DISP. RECEPATCLES 6 8 { ... E LIGHTING 2#12,1#t2E.G.,314"C L 0.90,, 20 1 _ 1a E g RR LIGHTING S S 20 1 .'rte:+ y r _.-; r§ ,y�,�� r , •*� � •� SPACE ONLY 10 ;>nx}a 11 SPACE ONLY 0.36 z R 2#12,1#12E.G., 3/4"C RR GFI 14 A B C TRIP P P TRIP A B C SPACE ONLY 12 1 20 1 1 EM, EX, NL- LIGHTING 2#12,1#12E.G., r 80 L ,_ � �.�����;�„; 0 1 1 2 0 a� 4 v 0.54 1 �°.w 1 . ��. r. � _ =:�<a.._�. _.,��.� � 2 1#12E3/4"C RECEPTACLE S 2 14 18 19 LIGHTING 2#1 2 1 #12E.G. 3/4"C .., .. -. _, - , 0.90 =•� , , L - �? ' � �� ��. �.. 20 1 1 20 .G, r n k r - �_.. �. 1.80 ,, ��, � , R RECEPATCLES DISP. RE EPAT 4 S OT WH IN TAH 16 DISP. RECEPATCLES 6 LIGHTING 2#12,1#12E.G.,3/ 4"C L `4 a t4 0.90 �� 20 1 1 20 Jx'� '� 0.54 R � RECEPTACLES 6 2#12 1#12E.G. 3/4 C SPACE ONLY 5 DISP. RECEPATCLES ,_ h _� :raj y �'� � ��R SPACE ONLY 1 20 .€,� s " r« .. - 4#12 1#12EG. 3/4 C 1.80 �� �� R DISP RECEPATCLES 8 LIGHTING 2#12,1#12E.G., 3/4 C L 0.90 a �, . 20 1 SPACE ONLY 7 26 27 �;j�� �����g� SPACE ONLY_ 1 2004 �k� :$�,�� z 1.80 R DISP. RECEPATCLES 10 w 1% LIGHTING 2#12,1#12E.G., 3/4 C L 0.90 20 1 SPACE ONLY 22 2#12,1#12E.G., 3/4 C 3 .,- _�. TENANT SIGN 2#12,1#12E.G., 3/4"C L='t 1.20 20 1 31 ;�" SPACE ONLY 11 LIGHTING G 314"C 2#12,1#12E. .,L '*" -F,. ^ •yid..*. , � ��: k.. � � . ,. . 0.90 �`����c�•�� 20 1 1 20 ?'.. of -`s Z+. � 1 „ x. � ��,� s, d. 80 2#12 1#12E.G. 3/4 C zs' : -, 1. R ,� ��a , DISP. RECEPATCLES 12 ��s 17 LIGHTING 2#12,1#12E.G., 3/4"C L 0.90' 20 1 1 20 0.36 R 2#12,1#12E.G., 3/4"C RR GFI 14 RR GFI 18 13 SPACE ONLY 2 8 2#12,1#12E.G., 3/4"C L 0.90 29 ISPACE ONLY 0.36 A- `,_` 2#12,1#t2E.G., 3/4"C 5 RR LIGHTING 2#12,1#12E.G., 314"C r'M s a.. L 0.90 , r. 20 1 1 20 1.35 p 2#12,1#12E.G., 3/4"C INSTAHOT WH 16 1 20 ��'1sF �a Ma . 2#12,1#12E.G., 3/4"C SPACE ONLYt ��6 - 0 SPACE ONLY 32 TENANT SIGN SPACE ONLY 18 SPACE ONLY 20 1F>; 17 O 2#12 1#12E.G. 3/4"C INSTAHOT WH 24 SPACE ONLY 34 25 RR LIGHTING 35 SPACE ONLY 20 1 SPACE ONLY' °- x:46 1 20€� 1.50 R 2#12,1#12E.G., 314"C } SPACE ONLY 20 27 37 19 o L 0.90 1 y, 3 40 i�� 4 61 " H 4 H ,, ��=n��� .61 �, 3#81#101"C � �� 4.61 H n s �� � RTU 4 -TON ( ) 38 40 42 2 39 Ra3 SPACE ONLY �'�� 21 SPACE ONLY :r v a�3'_ ?"�.,� =r�.'`i°`.�. ate. "4 .,. SPACE ONLY 18 - SPACE ONLY 22 SPACE ONLY 3 23 TENANT SIGN „ 2#12,1#12E.G., 3/4"C g. =tea= L 1.20 20 1 " g$SPACE ~� �.'w SPACE ONLY 24 ONLY 32 �::..� � 33 SPACE ONLY. SPACE ONLY SPACE ONLY _ r'� SPACE ONLY 35 SPACE ONLY 26 -?xx•�:.: 25 �. 1.50 R �+ RTU RECEPTACLES 36 4 37 H 4.61 g SPACE ONLY �- . ' H SPACE ONLY 28 2 3g 27 3#8,1#10,1"C aT, H 4.61 -��F ^� � t� 3 60 §=: 6.58, ������ 3#4,1#10,1"C RTU 7.5 -TON) 40 2 29 SPACE ONLYf, H 4.61 ,>��.� = SPACE ONLY 30 �-�'�-�-�¢• 31 SPACE ONLY _' : .;.''' . �� 1 r I, MEN SPACE ONLY 32 33 SPACE ONLY '�d4 �t -� SPACE ONLY 34 F ` wY- SPACE ONLY .- . .,. �E" 1 20 ,., ��= s� .,�,-�, `� G 3/4"C �� 1.50 R 2#12,1#12E. ., RECEPTACLES RTU RE 36 4 2g 35 pjs � ,�� ,_�� �� _ . SPACE ONLY 30 37 SPACE ONLY SPACE ONLY 3 60 6.58 g H n' Y_ 6.58 �� H 3#4,1#10,1' RTU (7.5 -TON) 38 40 2 a,v 3g SPACE ONLY 4. SPACE ONLY 32 33 SPACE ONLY a� 6.58 H �.z; - h. ��� �� 42 41 SPACE ONLY TOTAL KVA PHASE A: 12.88 TOTAL CONNECTED KVA: 40.53 TOTAL KVA PHASE B: 14.23 TOTAL CONNECTED AMPS: 112.50 TOTAL KVA PHASE C: 13.42 TOTAL DEMAND KVA: 42.79 TOTAL DEMAND AMPS: 118.76 LIGHTING (L; NECEPTACLES (R; A/C HEATING (H; A/C COOLING (C; KITCHEN EQUIPENT (K; LARGEST MOTOR (M; OTHER (O; CONN. LOAD DEMAND (KVA) FACTOR DEMAND LOAD (KVA) 9.3 1.25 11.625 10.14 NEC 10.07 19.74 1.00 19.74 0 1.00 0 0 NEC 0 0 1.25 0 1.35 1.00 1.35 GENERAL SQUARE FOOT: 2064 LIGHTING LOAD: 3 ** * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO ** (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 19.74 KVA (NOTES: 1) PROVIDE LOCKED CIRCUIT BREAKER 2) PROVIDE HACR RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: N/A 3 PHASE MAIN LUGS: T25A 4 WIRE K.A.I.C.:TO 120/208 VOLTS MOUNTED: FLUSH NAME: PANEL'105,106' PROJECT NAME: SHOPPES AT RINEHART PROJECT NUMBER: 204372 FED FROM: 150A FUSED METER VA/SF N 0 CKT ENO S IDENTIFICATION WIRE/GOND C O LOAD/PHASE (KVA) D EI IE A B C CIRCUIT BREAKER TRIP P P TRIP LOAD/PHASE (KVA) A B C C O D WIREICOND IDENTIFICATION N 0 CKT NO E S 1 1 EM, EA NL- LIGHTING 2#12,1#12E.G., 3/4"C L 1.80 " 20 1 1 20 1 20 0.54 .; �•� � � , =�.�c :. i 1S 1` 1 80 a �.: R 3#12, i#12E.G,3/4 C R RECEPTACLES RECEPATCLES DISP. R 2 4 0 1.35 �-e"- ." s 1#12E G 3/4"C � 0 90 20 1 LIGHTING 2#12 `'` 1.35 5 LIGHTING 2#12,1#12E.G., 3/4"C L. -. 0.90 20 1 1 20 1 20 f 0.54 R 3#12,1#12E.G,3/4"C 1 80 :' R t sem... RECEPTACLES DISP. RECEPATCLES 6 8 { ... 7 LIGHTING 2#12,1#t2E.G.,314"C L 0.90,, 20 1 _ 1a 11 g RR LIGHTING G 34"C 2#12,1#12E. ., / 090` L :.,1' ,,. 20 1 .'rte:+ y r _.-; r§ ,y�,�� r , •*� � •� SPACE ONLY 10 ;>nx}a 11 SPACE ONLY 0.36 z R 2#12,1#12E.G., 3/4"C RR GFI 14 15 ° '. r 2#6, 1#8E.G., 1"C SPACE ONLY 12 1 20 - �_� :�- , 35 _ 2#12 1#12E.G. 3/4"C 1. O z 13 SPACE ONLY 17 x b �z' �� 2#12,1#12E.G., 3!4"C 1 20 0 36 ��� �',` R 2#12,1#12E.G., 314"C RR GFI 14 18 19 15 SPACE ONLY a� •: , . � �MEMO.� 1 20 t 1.80 _. R _.x �:`.£ 1 20 ,,. w. .. e �. 3 r-. 1 5 2 G "C O 2#121#1 E. . 3/4 S OT WH IN TAH 16 DISP. RECEPATCLES 6 EM, EX NL- LIGHTING 17 SPACE ONLY LIGHTING " I* g a 1zUw 22 3 23 t "' '- 2#12 1#12E.G. 3/4 C SPACE ONLY 18 DISP. RECEPATCLES ,_ h _� :raj y 19 SPACE ONLY 25 sr ,_.gta_ 2#12,1#12E.G., 3/4 C :, .: SPACE ONLY 20 26 27 21 SPACE ONLY_ ✓.": R.' i. vti: viii Fro ...- w 1 20 1.80 R #ati. a ., sff',]' �6��. w 1% 28 SPACE ONLY 22 2#12,1#12E.G., 3/4 C 3 23 TENANT SIGN 2#12,1#12E.G., 3/4"C L='t 1.20 20 1 31 ;�" SPACE ONLY SPACE ONLY 24 r 1 20 1 �� 4 °.. _� «4� K. 25 SPACE ONLY 33 SPACE ONLY ° 8t,, ���` �; , SPACE ONLY ��s 17 SPACE ONLY 26 RTU RECEPTACLES RTU 6 -TON ( ) 36 4 38 40 2 42 27 SPACE ONLY 41 SPACE ONLY ;x $,.;, r* .- RR GFI 18 ,,. �. � 1 SPACE ONLY 2 8 2#12,1#12E.G., 3/4"C L 0.90 29 ISPACE ONLY 0.36 A- `,_` 2#12,1#t2E.G., 3/4"C RR GFI *�fi���-, SPACE ONLY SPACE ONLY 30 SPACE ONLY gt 41 SPACE ONLY v? s� T:iJ10-1 31 SPACE ONLY 1 20 ��'1sF �a Ma . 2#12,1#12E.G., 3/4"C INSTAHOT WH ��6 - 0 SPACE ONLY 32 TENANT SIGN 2#121#12E.G. 3/4"C 33 SPACE ONLY 20 1F>; r9 O 2#12 1#12E.G. 3/4"C INSTAHOT WH 24 SPACE ONLY 34 25 RR LIGHTING 35 SPACE ONLY 20 1 .. °- x:46 1 20€� 1.50 R 2#12,1#12E.G., 314"C RTU RECEPTACLES 36 4 27 37 SPACE ONLY o L 0.90 1 16 3 40 i�� 4 61 " H 4 H ,, ��=n��� .61 �, 3#81#101"C � �� 4.61 H n s �� � RTU 4 -TON ( ) 38 40 42 2 39 Ra3 SPACE ONLY �'�� 41 SPACE ONLY I TOTAL KVA PHASE A: 10.01 TOTAL KVA PHASE B: 9.56 TOTAL KVA PHASE C: 8.75 LIGHTING (L) RECEPTACLES (R; A/C HEATING (H; A/C COOLING (C; KITCHEN EQUIPENT (K; LARGEST MOTOR (M; OTHER (0; 1) PROVIDE LOCKED CIRCUIT BREAKER CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 6.6 1.25 8.25 6.54 NEC 6.54 13.83 1.00 13.83 0 1.00 0 0 NEC 0 0 1.25 0 1.35 1.00 1.35 TOTAL CONNECTED KVA: 28.32 TOTAL CONNECTED AMPS: 78.61 TOTAL DEMAND KVA: 29.97 TOTAL DEMAND AMPS: 83.19 GENERAL SQUARE FOOT: 936 LIGHTING LOAD: 3 "* * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO `* (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 13.83 KVA =IT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE VAISF MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: N/A 3 PHASE MAIN LUGS: 225A 4 WIRE K.A.I.C.: 10 120/208 VOLTS MOUNTED: FLUSH NAML: PANEL'102' PROJECT NAME: SHOPPES AT RINEHART PROJECT NUMBER: 204372 FED FROM: 225A METER N 0 CKT E NO S IDENTIFICATION WIRE/COND C 0 LOAD/PHASE (KVA) D E A B C CIRCUIT BREAKER TRIP P P TRIP C LOAD/PHASE (KVA) 0 D WIRE/GOND E A B C IDENTIFICATION N CKT 0 NO T E S 1 1 3 EM, EX NL- LIGHTING LIGHTING 2#12,1#12E.G., 3/4"C 2#12,1#12E.G.,3/4 C L 1.80 { u, . = L€. 0.90 xr 20 1 20 1 1 20 1 20 s an' : x 0.54���� R -_ -- =rte _ 3#12 1#12E.G 3/4"C 1.80 R RECEPTACLES DISP RECEPATCLES 2 4 5 LIGHTINGL 2#121#12E.G. 3/4 C r=' 0.90 � 20 1 1 20 1 20 0.54 R if _ 21 i _ 3#12 1#12E.G 3/4"C 1 80y R RECEPTACLES DISP. RECEPATCLES 6 g 7 LIGHTING 2#12,1#12E.G., 314"C L 0 90 - 20 1 1 ... g RR LIGHTING 2#12,1#12E.G., 3/4 C =; L 2 T1 a A { ... SPACE ONLY MAIN POWER RISER_ 11 LIGHTING 2#12,1#12E.G., 3/4"C 34; : 1.00 L _�,� �����-� 20 1 cfl tis � fn = .'rte:+ y r _.-; r§ ,y�,�� r SPACE ONLY 12 13 SPACE ONLY_, ;>nx}a 1 20 0.36 z R 2#12,1#12E.G., 3/4"C RR GFI 14 15 SPACE ONLY 2#6, 1#8E.G., 1"C . ai•• as`.,,.. �� � �_�-:�' ff- w. S 1 20 - �_� :�- , 35 _ 2#12 1#12E.G. 3/4"C 1. O z INSTAHOT WH 16 17 SPACE ONLY 2#12,1#12E.G., 3!4"C r 1 `> att.� xz 20 1 1 20 SPACE ONLY 18 19 SPACE ONLY A B C a� 20 1 1 20 t 1.80 _. R _.x �:`.£ ,_ SPACE ONLY 20 21 SPACE ONLYam DISP. RECEPATCLES 6 EM, EX NL- LIGHTING 2#12,1#12E.G., 3/4"C 7 LIGHTING SPACE ONLY 22 3 23 TENANT SIGN 2#12 1#12E.G. 3/4 C `' L - wFi._s 1.20 20 1 DISP. RECEPATCLES ,_ h _� :raj y SPACE ONLY 24 25 SPACE ONLY 2#12,1#12E.G., 3/4 C :, .: �.. 0.90 r -: SPACE ONLY 26 27 SPACE ONLY SPACE ONLY ✓.": R.' i. vti: viii Fro ...- 20 1 1 20 1.80 R #ati. a ., sff',]' �6��. SPACE ONLY 28 29 SPACE ONLYw��# 2#12,1#12E.G., 3/4 C =`_ �" 0.90 L , 20 1 1 20 �' SPACE ONLY 30 31 SPACE ONLY SPACE ONLY 13 LIGHTING 2#12,1#12E.G., 3/4"C L 0.90 ��� � 20 1 r 1 20 1 �� 4 °.. _� «4� K. SPACE ONLY SPACE ONLY 32 3 4 33 SPACE ONLY ° 35 SPACE ONLY s� _- .,•T ��� _ . _��.�� 17 1 20 3 60 _ _ - 1.50 R 2#12,1#12E.G., 314"C 6 24 _�c H _ 6.24 H 3#8,1 #10,1 "C # 6.24 H RTU RECEPTACLES RTU 6 -TON ( ) 36 4 38 40 2 42 37 SPACEONLY W�; ` a _k _ 39 SPACE ONLY < „4 41 SPACE ONLY ;x 0.0 TOTAL KVA PHASE A: 11.64 TOTAL CONNECTED KVA: 34.21 TOTAL KVA PHASE B: 11.19 TOTAL CONNECTED AMPS: 94.96 TOTAL KVA PHASE C: 11.38 TOTAL DEMAND KVA: 36.11 TOTAL DEMAND AMPS: 100.23 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 7.6 1.25 9.5 6.54 NEC 6.54 18.72 1.00 18.72 0 1.00 0 0 NEC 0 0 1.25 0 1.35 1.00 1.35 GENERAL SQUARE FOOT. 1350 LIGHTING LOAD: 3 VAISF * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 18.72 KVA RATED CIRCUIT BREAKER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: N/A 3 PHASE MAIN LUGS: 225A 4 WIRE K.A.I.C.: 10 120/208 VOLTS MOUNTED: FLUSH NAME: PANEL'107' PROJECT NAME: SHOPPES AT RINEHART PROJECT NUMBER: 204372 FED FROM: 225A METER N DEMAND FACTOR DEMAND LOAD(KVA) 12.9 1.25 16.125 16.56 NEC 13.28 33.57 1.00 1 33.57 N 0 CKT IDENTIFICATION WIRE/GOND C O LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) C O WIRE/GOND IDENTIFICATION CKT 0 T E NO PANEL 107 NEL 104 D 1a 3 3 1 2 T1 a A D T MAIN POWER RISER_ NO E S O SPACE ONLY5¢u'y At, cfl tis � fn = E 1.08 �� _ L NO FLOODLIGHT E U S PAC LY -��" 2 E A B C 2#6, 1#8E.G., 1"C FLOODLIGHT S 2 TRIP P P TRIP A B C 11 16 EM, EX NL -LIGHTING 2#12,1#12E.G., 3!4"C 4 L 20 1 1 20 1.50 ai FLOODLIGHT 4#12, 1#12EG., 3/4°c DISP RECEPATCLES 2 A B C LIGHTING 2#t2 1#12E.G., 314"C ku_ 0.90 3 L r . 20 1 1 20 t 1.80 _. R _.x �:`.£ DISP. RECEPATCLES 4 z LIGHTING 2#121#12E.G. 3/4"C'_ 0.90 20 1 1 20 0.54 R DISP. RECEPATCLES 6 EM, EX NL- LIGHTING 2#12,1#12E.G., 3/4"C 7 LIGHTING 2#t 2,1#12E.G.,3/4"C L 0.90 'v 20 1 1 20 =' -' 1.80 �;_ `fes''-�� R 4 DISP. RECEPATCLES 8 0.90 �.- r 20 1 �_7 F 5 LIGHTING 2#12,1#12E.G., 3/4 C �`�?�� �.. 0.90 �" •r -, �� ,,, 1 80 3#12, 1#12EG.13/4"C RECEPTACLES DISP. RECEPATCLES 6 g SPACE ONLY g LIGHTING 2#12,1#12E.G.,3/4"C L `�;". 0.90 a .- 20 1 1 20 1.80 R DISP. RECEPATCLES 10 11 LIGHTING 2#12,1#12E.G., 3/4 C =`_ �" 0.90 L , 20 1 1 20 AFP"' .,. 1 80 R RECEPTACLES 12 SPACE ONLY 13 LIGHTING 2#12,1#12E.G., 3/4"C L 0.90 ��� � 20 1 r 1 20 33 SPACE ONLY LIGHTING 2#121#12E.G. 3/4 'C 0g0 "T' 15 L =' e 20 1 .€e' =d5. 1 20 r .« 1.80; R - = rf _ DISP. RECEPATCLES 16 17 LIGHTING 3/ C 2#12,1#12E.G., 4 z r , 0.90 L �sP 20 1 1 20 r 3 z '_. 0.36 _ -_" R 2#12,1#12E.G., 3/4"C RR GFI 18 19 LIGHTING 2#12,1#12E.G., 3/4"C L 0.90 20 1 1 20 0.36 A- R 2#12,1#t2E.G., 3/4"C RR GFI 20 SPACE ONLY 40 21 SPACE ONLY gt 41 SPACE ONLY v? s� T:iJ10-1 rT$+ n ar sr z _ co 1 20 m' § 1.35 O 2#12,1#12E.G., 3/4"C INSTAHOT WH 22 0 3 23 TENANT SIGN 2#121#12E.G. 3/4"C �:" _,, . - 1.20 L ,y, 20 1 20 1F>; 1.35 O 2#12 1#12E.G. 3/4"C INSTAHOT WH 24 25 RR LIGHTING 2#12,t#12E.G., 3/4"C 'Y L 0.90 ~�.- �:� -�--� .;�� 20 1 1 20 °- x:46 15 2#12,1#12E.G.,3/4"C DISP. RECEPATCLES 26 27 RR LIGHTING 2#12,1#12E.G.,3l4"C o L 0.90 20 1 16 3h 17 SPACE ONLY 28 'E's <.�'�•i: i""� £��si:^z 2g SPACE ONLYy :r v a�3'_ ?"�.,� =r�.'`i°`.�. .. E SPACE ONLY 18 - 19 SPACE ONLY 30 ,� M 31 SPACE ONLY " g$SPACE SPACE ONLY -, ONLY 32 33 SPACE ONLY. SPACE ONLY 34 SPACE ONLY 35 SPACE ONLYxs*' -?xx•�:.: 1 20 �. 1.50 R 2#12,1#12E.G.,3/4"C RTU RECEPTACLES 36 4 37 H 4.61 g 6.583 H 38 3 2 3g RTU (4 -TON) 3#8,1#10,1"C aT, H 4.61 40 3 3 60 §=: 6.58, H 3#4,1#10,1"C RTU 7.5 -TON) 40 2 41 H 4.61 ,>��.� A9 6.58 H �-�'�-�-�¢• 42 lu.0 I o.L I 0.0 TOTAL KVA PHASE A: 23.55 TOTAL KVA PHASE B: 21.54 TOTAL KVA PHASE C: 20.64 LIGHTING (L; RECEPTACLES (R; A/C HEATING (H; A/C COOLING (C; KITCHEN EQUIPENT (K; LARGEST MOTOR (M; OTHER (0; 1) PROVIDE LOCKED CIRCUIT BREAKER CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD(KVA) 12.9 1.25 16.125 16.56 NEC 13.28 33.57 1.00 1 33.57 0 1.00 0 0 NEC 0 0 1.25 0 2.7 1.00 PANEL 105 01U UE3 225A 1.25 E3 MAIN METER OA 0 NEC BANK 225A 1200A 150A 00 MCB O� 0 120/208V 225A 225A El 0 0o SPAR 150A C NEMA 3R NEL 101 PANEL 105 NEL 102 PANEL 106 p PANEL 107 NEL 104 CIRCUIT BREAKER 1a 3 3 1 2 T1 a A 3 4 T MAIN POWER RISER_ 2.7 RATED CIRCUIT BR LC PANEL w, HP 225A M.L.O. NEMA 3R ( IJ..J I IJ.J I IG.1 I TOTAL CONNECTED KVA: 65.73 TOTAL CONNECTED AMPS: 182.45 TOTAL DEMAND KVA: 65.68 TOTAL DEMAND AMPS: 182.30 GENERAL SQUARE FOOT: 3047 LIGHTING LOAD: 3 * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 33.57 KVA :ER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE VA/SF I MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: N/A MAIN LUGS: 225A K.A.I.C.: 10 MOUNTED: FLUSH NAME: PANEL'104' 3 PHASE 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 120/208 VOLTS PROJECT NUMBER: 204372 FED FROM: 225A FUSED METER N ND LOAD DEO 7.6 1.25 9.5 8.04 NEC 8.04 27.66 1.00 27.66 N 0 0 0 1,1EC C 0 1.25 0 C 1.00 1.35 0 4 CKT p 20 1 G TING 2#12 1#12E.G. 314"C�%� art: -t 5 FACP RM LI H L .r ,� k s ,z3�t_ O LOAD/PHASE (KVA) CIRCUIT BREAKER LOAD/PHASE (KVA) O WIRE/COND IDENTIFICATION CKT T T NO IDENTIFICATION WIRE/COND D O SPACE ONLY5¢u'y At, cfl tis � fn = D 1.08 �� _ L NO FLOODLIGHT 10 U E PAC LY -��" 2 E � 2#6, 1#8E.G., 1"C FLOODLIGHT S 2 Z SPACE ONLY = r�Qs_ �..�� 15 ss . € 1.08 �F` L r�r.T��. 16 w SPACE ONLY t 17 k �� F�.... 2 20 �� 1.08 L 4 S FLOODLIGHT 18 2 � A B C TRIP P P TRIP A B C SPACE ONLY s� #f z -( 1 1 EM, EX NL- LIGHTING 2#12,1#12E.G., 3/4"C L 1. 80 i • a- 1 20 - � ' t�,.,� 3 �� . ., 1.80 . ,, ,¢fr�,�� 3#12,1 #12E.G, R RECEPTACLES DISP. RECEPATCLES 4 _ ;: 3 LIGHTING 2#12,1#12E.G.,3/4 'C L .,�,� 0.90 �.- r 20 1 �_7 F 5 LIGHTING 2#12,1#12E.G., 3/4 C rr z L ,L , � - �.. 0.90 20 1 1 20 1 20 •r -, �� ,,, 1 80 } r _,� . 0.54 E R _ ,- 3#12,1#12E.G,3l4"C c s,..., _ u ��, ;;t$� c,=!� R RECEPTACLES DISP. RECEPATCLES 6 g SPACE ONLY LIGHTING Z#12 1#12E.G., 3!4"C 0.90 -s s. .z� . � ��?zT - - � � 20 1 <r a c c c 3 SPACE ONLY 1* r` 1 € rY *� SPACE ONLY 32 O O 33 SPACE ONLY TO -r� 35 SPACE ONLY g7f LIGHTING 2#12,1#12E.G.,3l4 C L SPACE ONLY 36 37 SPACE ONLY}ta SPACE ONLY 11 S SPACE ONLY r ,5MRtIO� 39� 3 a w�--• SPACE ONLY 40 V' to gt 41 SPACE ONLY v? s� T:iJ10-1 I- co SPACE ONLY 42 0 0 36 r 2#12 1#12E.G. 3/4"C RR GFI 15 SPACE ONLY ',«k -.s -��' - 1 20 :fir 1.35 %3� . ��,.��,� O 2#121#12E.G. 3/4"C INSTAHOTWH 16 17 SPACE ONLY 'E's <.�'�•i: i""� £��si:^z :r v a�3'_ ?"�.,� =r�.'`i°`.�. SPACE ONLY 18 19 ,� M p: SPACE ONLY SPACE ONLY _ -?xx•�:.: SPACE ONLY 22 21 3 TENANT SIGN 2#12,1#12E.G., 314 C L �4� -�, r� 1 20 24 23 ,>��.� ,,��,� �-�'�-�-�¢• 27 SPACE ONLY F ` wY- SPACE ONLY 28 2g SPACE ONLY pjs ., xYa SPACE ONLY 30 31 SPACE ONLY _ s w. s . `� �. :� 1 ..O SPACE ONLY 32 33 SPACE ONLY ����: - h. ��� �� -> S CE ONLY PA 34 �;� ,�. ,•�.: ,, � , 4 35 RTU RECEPTACLES 2#12,1#12E.G., 3/4 C R :���-�th��r ;�E�h?y 1.50 20 1 1 20 ;,�',`�• �� fi���a .µ 1.50 R 2#12,1#12E.G., 3/4"C RTU RECEPTACLES 36 4 37 H 4.61 f, z w� r_I 3� - 4.61 . H 38 2 RTU 4TON 3#81#1 0 1"C . a .. _�� H .�.v.� ?" : 4.61 . � ,, 40 3 3 40 < .yam ...., � � � ,xd` . f_. t. 4.61 ���. H 3#81#101"C RTU 4 -TO M 40 2 41 H �q _� 4.61.,: d.1axr 4.61 H 42 ar:r 1s _ POWER RISER NOTES: /.s I U.4 I y.L TOTAL KVA PHASE A: 14.62 TOTAL KVA PHASE B: 14.17 TOTAL KVA PHASE C: 15.86 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) COMI LOAD DEMAND (KVA) FACTOR ND LOAD DEO 7.6 1.25 9.5 8.04 NEC 8.04 27.66 1.00 27.66 0 1.00 0 0 1,1EC 0 0 1.25 0 1.35 1.00 1.35 D CIRCUIT BREAKER 2) PROVIDE HACR RATED C MANUFACTURER: SQUARE -D NQOD MAIN BREAKER: N/A MAIN LUGS: 225A K.A.I.C.: 10 MOUNTED: FLUSH TOTAL CONNECTED KVA: 44.65 TOTAL CONNECTED AMPS: 123.94 TOTAL DEMAND KVA: 46.55 TOTAL DEMAND AMPS: 129.21 GENERAL SQUARE FOOT: 1350 LIGHTING LOAD: * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 27.66 KVA ;ER 3) VIA TENANT TIME CLOCK 4) WP/GFI RECEPTACLE NAME: PANEL'HP' 3 PHASE 4 WIRE PROJECT NAME: SHOPPES AT RINEHART 120/208 VOLTS PROJECT NUMBER: 204372 FED FROM: 150A FUSED METER 3 VAISF N 0 E S C CKT O LOAD/PHASE (KVA) CIRCUIT BREAKER NO IDENTIFICATION WIRE/COND D E A B C TRIP P P I TRIP C LOAD/PHASE (KVA) O D E WIRE/COND IDENTIFICATION CKT NO N 0 T E S A B C 1 1 FACP 2#12,1#12E.G.,3/4"C p 0.60 ria 20 1 _. �. s 1 20 1.85 3yt L . _ 2#6, 1#8E.G., 1"C SITE LIGHTING 2 2 0 z �� 1 0 8 20 1 FACP RECEPTACLE 2#12,1#12E.G.,3l4"C R ,t. 1 3 ^� �.. �. ��: 1 20 =`'' k� s� .. 1.85 _ L 2#6 1#8E.G. 1"C SITE LIGHTING 4 2 p 20 1 G TING 2#12 1#12E.G. 314"C�%� art: -t 5 FACP RM LI H L .r ,� k s ,z3�t_ 2 20 , .., 60.50 2 Z o S ACE ONLY t _ 1.08 L 8 O SPACE ONLY5¢u'y At, cfl tis � fn = � IL 1.08 �� _ L 1 11C FLOODLIGHT 10 U PAC LY -��" 2 20 � 2#6, 1#8E.G., 1"C FLOODLIGHT 14 2 Z SPACE ONLY = r�Qs_ �..�� 15 ss . € 1.08 �F` L r�r.T��. 16 w SPACE ONLY t 17 k �� F�.... 2 20 �� 1.08 L 4 2#6, 1#8E.G., 1"C FLOODLIGHT 18 2 � . SPACE ONLY1 z 19 �. z 1.08 b "aF, L :._ 20 0 SPACE ONLY s� #f z -( SPACE ONLY 22 v fA SPACE ONLY_n = 23 >u>atra s € a- a�� y..� k SPACE ONLY 24 U E SPACE ONLY 26 w � 27 SPACE ONLY {:. 3 'j to SPACE ONLY 28 (-V a c c c 3 SPACE ONLY 1* r` 1 € rY *� SPACE ONLY 32 O O 33 SPACE ONLY TO -r� 35 SPACE ONLY g7f .� , . a: SPACE ONLY 36 37 SPACE ONLY}ta $ r7 SPACE ONLY 38 S SPACE ONLY r ,5MRtIO� 39� 3 a w�--• SPACE ONLY 40 V' to gt 41 SPACE ONLY v? s� T:iJ10-1 I- co SPACE ONLY 42 TOTAL KVA PHASE A: 5.69 TOTAL KVA PHASE B: 4.19 TOTAL KVA PHASE C: 3.74 LIGHTING (L) RECEPTACLES (R) A/C HEATING (H) A/C COOLING (C) KITCHEN EQUIPENT (K) LARGEST MOTOR (M) OTHER (0) CONN. LOAD (KVA) DEMAND FACTOR DEMAND LOAD (KVA) 12.84 1.25 16.05 0.18 NEC 0.18 0 1.00 0 0 1.00 0 0 NEC 0 0 1.25 0 0.6 1.00 0.6 D CIRCUIT BREAKER AND PAINT HANDLE 1. 4 SETS OF 4#350 KCMIL, EACH IN 3" CONDUIT. la. (4) EMPTY 3" CONDUITS TO XFMER, WITH PULL STRING FOR FUTURE SERVICE NEEDS, CAP AND LABEL. 2. #310 COPPER CONDUCTING GROUND. SEE GROUNDING ELECTRODE DETAIL ON SHEET E301. 3. 4#4/0,1#4E.G., IN 3-1/2" CONDUIT. 4. 4#210, 1#6G, IN 3-1/2" CONDUIT 5. NOT USED 6. LIGHTNING ARRESTOR. 7. LIGHTING CONTACTOR CABINET IN WEATHERPROOF ENCLOSURE - FOR LIGHTING CONTACTORS. SIZE AS REQUIRED. 8. 7 -DAY, 4 -CIRCUIT PROGRAMMABLE TIME CLOCK. WEATHER PROOF ENCLOSURE, EQUAL TO INTERMATIC #ETZ0415CR. 9. PHOTOCELL K4121 OR EQUIVALENT. 10. TENANT INTERMATIC TIME CLOCK MODEL #T173120 OR EQUIVALENT. "` ALL WIRING SHALL BE COPPER ONLY. 0.L I TOTAL CONNECTED KVA: 13.62 TOTAL CONNECTED AMPS: 37.81 TOTAL DEMAND KVA: 16.83 TOTAL DEMAND AMPS: 46.72 GENERAL SQUARE FOOT: LIGHTING LOAD: * LIGHTING DEMAND LOAD IS BASED ON THE LARGER OF THE TWO * (CONNECTED VS. TABLE 220.3a, NEC 2002.) **LARGER A/C LOAD: 0 KVA A 12 -POLE CONTACTOR; PC ONI TC OFF FAULT CURRENT GENERAL NOTES: 1. FOR A 500 KVA TRANSFORMER (T1) WITH A SECONDARY VOLTAGE OF 208 VOLTS, THE AVAILABLE SHORT-CIRCUIT CURRENT IS 50,241 RMS (CALCULATION BASED ON TRANSFORMER DISTANCE OF 60'-0" TO MAIN SERVICE). SYMMETRICAL AMPERES. (TRANSFORMER BASED ON A 2% AVERAGE IMPEDANCE VALUE) CONTRACTOR TO VERIFY ACTUAL A.I.C. VALUES WITH THE UTILITY COMPANY. 2. ALL MAIN SERVICE SWITCHES SHALL HAVE AN A.I.C. RATING OF 65,000 AMPS. METER SOCKETS SHALL HAVE AN A.I.C. RATING GREATER THAN A.I.C. AVAILABLE, IF IT'S REQUIRED BY THE AUTHORITY HAVING JURISDICTION. 3. PROVIDE DUAL ELEMENT FUSES FOR ALL SERVICE DISCONNECTS. 4. THE SYSTEM SHOWN HERE IS A SERIES RATED SYSTEM AND IS COMBINATION OF FUSESIM.C.B. AND BRANCH CIRCUIT BREAKERS, THAT CAN BE APPLIED AT AVAILABLE SHORT-CIRCUIT LEVELS ABOVE THE INTERRUPTING RATING OF THE LOAD SIDE CIRCUIT BREAKERS, BUT NOT ABOVE THAT OF THE MAIN SIDE DEVICE USING SERIES -CONNECTED RATINS WILL PERMIT THE USE OF LOWER INTERRUPTING RATING BRANCH CIRCUIT BREAKERS AS LONG AS IT MEETS 2002 NEC ARTICLE 240-86(A). VA/SF I wVw' cfl fl.. N U co O co co �cn •co N LL � O N ca C � CU O O X cv � N C N v o0 Q N N O N OcS N -r a. LU 0 Ui o O I� O to O 4 N O ID O a O to O cu Q) _ N `) o .I •cuOD c 00 , w r N w 0 U > t` w (V p J U C J cfl fl.. N U co O co co �cn •co N LL � O N ca C � CU O O X cv � N C N v o0 Q N N O N OcS N -r a. LU 0 Ui o O I� O to O 4 N O ID O a O to O cu (D 0 a co O Q� = L.L.. N w 0 o t` ('0 N s r) w C J Q ILL C -) ® Z o W♦^ N C O V) cfl tis � fn = � IL cfl fl.. N U co O co co �cn •co N LL � O N ca C � CU O O X cv � N C N v o0 Q N N O N OcS N -r a. LU 0 Ui o O I� O to O 4 N O ID O a O to O tD o a N to O (D 0 a co O N w 0 Q' C -) No a U w N D r. Z Y w O � � 0 0 0 = z ,o n fn v fA a- k O U E w, 0- w � to (-V a c c c O O O TO w�--• N m V' to to I- co N 0 C -) No a U w N D r. Z Y w O � m = z a- O U FIRE ALARM CONTROL PANEL F F -+ HORN STROBE BACK FLOW PREVENTER TAMPER PULL -STATIONS SWITCH, ONLY IF IT REQUIRED BY SMOKE DETECTORS THE LOCAL AUTHORITY HAVING 2 - JURISDICTION PHOTOELECTRIC SMOKE DETECTOR FACP 1Lt SHUTDOWN RELAY �~ REMOTE INDICATOR W/KEY RESET R (2) HOUSE PHONE LINES RTU IN 1/2"C TO TELEPHONE — FLOW SWITCH: BY OTHERS — TAMPER SWITCH: BY OTHERS WATER GONG (WEATHER PROOF): BY OTHERS PROVIDE 120V FROM HOUSE PANEL 120 V. CIRCUIT SEPERATE FROM FACP BOARD 120V PLUS GRD. FROM HOUSE PANEL DUCT SMOKE DETECTORS SD SD FACP PANEL: SIEMEN CYRBURUS MODEL# PXL OR EQUAL TYPICAL FOR"-` ❑K KNOX BOX RTU --LSUPPLY RETURN FIRE ALARM RISER DIAGRAM N.T.S. LIGHTING CONTACTORS. SQUARE D CLASS 8903 TYPE "LO" ELECTRICALLY HELD, 30 AMP CONTACT, WITH "V02" (120V) COILS. NUMBER OF POLES AS INDICATED BELOW EACH CONTACTOF LTG. CONTACTOR CABINET DETAIL N.T.S. 120V. o— ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) DISCONNECT M SEE PANEL SCHEDULE RETAIL AIR ROOF TOP UNIT SCHEDULE NEMA 3R ENCLOSURE SIZE AS REQUIRED WIRE SIZE AND CONDUIT. TY ELECTRICAL L IS MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. C D HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL REVIEW POWER & LIGHTING PLANS AND DETAILS 60/3/40 D.E. NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. FOR ITEMS WHICH APPLY TO THIS PROJECT. 1" A FLUORESCENT LIGHT FIXTURE, LETTER INDICATES TYPE. SEE FIXTURE 6 60/3/60 D.E. a SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) 1#10 1^ RTU JUNCTION BOX FOR PADDLE FAN, FLUSH MOUNTED, CAPABLE OF 60/3160 D.E. A a FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE SUPPORTING 100 LB. LOAD 1^ SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) cn 6 = w LO DISCONNECT SWITCH m B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE O DISCONNECT DESIGNATION (SIZE/POLESIFUSE) "NF" INDICATES 100/3160 � SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. a)w I -Q C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT EF z �Z wrn (HORSEPOWER OR EQUIPMENT INDICATED) _o NL LIGHT FIXTURE ON NORMAL, NIGHT LIGHT (NL) CIRCUIT V / Ncu W LIGHT FIXTURE SHALL BE CONNECTED AHEAD OF LOCAL SWITCHES. THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 112" C. STUBBED �t X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE �Ol Q INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH W SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) BATTERY POWERED EMERGENCY LIGHT TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 314" ® CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO TRACK LIGHTING AND TRACK. FOR INFORMATION ON TRACK CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. C) SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. WALL WASHER FIXTURE. (SHADE AREA INDICATES DIRECTION) ® ® COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. a SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC NETWORK, CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT O INC. (800-274-9298) 48" A.F.F. U.O.N. n� F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48' A.F.F. U.O.N. O CEILING MTD. SENSOR DEVICE 3 3 -WAY SWITCH, FOR CONTROLLING LIGHTS FROM TWO DIFFERENT POINTS. ❑F FIRE ALARM PULL STATION: EDWARDS #SIGA-270 U5E TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND RECEPTACLE AND ONE COMPUTER OUTLET. .5 5 ®® WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE MF HORN/STROBE: EDWARDS #692-8A-HSW THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS A ®(D WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. �S SMOKE DETECTOR: EDWARDS #ISIGA-PS Os QUADPLEX FLOOR RECEPTACLE OUTLET. ® HEAT DETECTOR: EDWARDS #SIGA-HRS QUADPLEX RECEPTACLE OUTLET. QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. FACP PANEL: SIEMEN CYRBURUS MODEL IIPXL U DUPLEX FLOOR RECEPTACLE OUTLET. L (9�: DUPLEX RECEPTACLE, MOUNT 18" A.F.F. U.O.N. EF BATH ROOM FAN LIGHT (BROAN S150L) ®c DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. I i 3 3 -Q- STROBE 3 GROUND FAULT INTERRUPTER RECEPTACLE, LEVITON #6898-I, MOUNT SGA ABOVE COUNTER HEIGHT U.O.N. 0 DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI 0 0 MOUNTED ABOVE COUNTER HEIGHT. U.O.N. I ABBREVIATIONS I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, LEVITON #5362-IGI EG EQUIPMENT GROUND NL NIGHT LIGHT MOUNT AT 18" A.F.F. U.O.N. �c DUPLEX RECEPTACLE, MOUNTED ABOVE STOREFRONT WINDOWS IG ISOLATED GROUND PC PULL CHAIN WP WEATHERPROOF C/T CURRENT TRANSFORMER Q- SINGLE RECEPTACLE, MOUNTED AT HEIGHT NOTED ON PLANS EC EMPTY CONDUIT EX EXISTING DEVICE TO REMAIN N SPECIAL PURPOSE RECEPTACLE OUTLET EWH ELECTRIC WATER HEATER AFF ABOVE FINISH FLOOR to JO JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) EWC ELECTRIC WATER COOLER AFG ABOVE FINISH GRADE aD LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. E/F-EF EXHAUST FAN U.O.N. UNLESS OTHERWISE NOTED MSBIMD MAIN SWITCHBOARD OR MAIN DISTRIBUTION PANEL A/H-AHU AIR HANDLING UNIT N.T.S. NOT TO SCALE ACC -CU CONDENSING UNIT NIC NOT IN CONTRACT CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. RTU ROOF TOP UNIT TYP. TYPICAL CONDUIT EXPOSED ON WALL OR CEILING. FACP FIRE ALARM CONTROL PANEL VTC VIA TIME CLOCK FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH LB LOCK BREAKER A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. GFI GROUND FAULT INTERRUPTER ARROWS INDICATE HOMERUN, SMALL HASHMARKS INDICATE NUMBER OF HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. TTC TELEPHONE TERMINAL CABINET SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN. U.O.N. INDICATE 2 OR 3 POLE CIRCUITS. FIRE ALARM CONTROL PANEL F F -+ HORN STROBE BACK FLOW PREVENTER TAMPER PULL -STATIONS SWITCH, ONLY IF IT REQUIRED BY SMOKE DETECTORS THE LOCAL AUTHORITY HAVING 2 - JURISDICTION PHOTOELECTRIC SMOKE DETECTOR FACP 1Lt SHUTDOWN RELAY �~ REMOTE INDICATOR W/KEY RESET R (2) HOUSE PHONE LINES RTU IN 1/2"C TO TELEPHONE — FLOW SWITCH: BY OTHERS — TAMPER SWITCH: BY OTHERS WATER GONG (WEATHER PROOF): BY OTHERS PROVIDE 120V FROM HOUSE PANEL 120 V. CIRCUIT SEPERATE FROM FACP BOARD 120V PLUS GRD. FROM HOUSE PANEL DUCT SMOKE DETECTORS SD SD FACP PANEL: SIEMEN CYRBURUS MODEL# PXL OR EQUAL TYPICAL FOR"-` ❑K KNOX BOX RTU --LSUPPLY RETURN FIRE ALARM RISER DIAGRAM N.T.S. LIGHTING CONTACTORS. SQUARE D CLASS 8903 TYPE "LO" ELECTRICALLY HELD, 30 AMP CONTACT, WITH "V02" (120V) COILS. NUMBER OF POLES AS INDICATED BELOW EACH CONTACTOF LTG. CONTACTOR CABINET DETAIL N.T.S. 120V. o— ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT CIRCUIT FOR SMOKE DETECTORS PROVIDED BY MECHANICAL. VERIFY WITH MECH. FOR EXACT LOCATION. (TYP.) DISCONNECT M SEE PANEL SCHEDULE RETAIL AIR ROOF TOP UNIT SCHEDULE NEMA 3R ENCLOSURE SIZE AS REQUIRED WIRE SIZE AND CONDUIT. TY N IS I R N C D RTU 4 60/3/40 D.E. 3#8 1#10 1" RTU 6 60/3/60 D.E. 3#4 1#10 1^ RTU 7.5 60/3160 D.E. 3#4 1#10 1^ MECH. EQUIPMENT POWER RISER DETAIL N.T.S. 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS (I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURER AND MODEL NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST INCURRED IF ALTERNATE EQUIPMENT IS PROVIDED. 5. ELECTRICAL CONTRACTOR SHALL INSTALL ALL STARTERS FURNISHED BY MECHANICAL CONTRACTOR AND SHALL MAKE ALL REQUIRED CONNECTIONS UNLESS STARTERS ARE SPECIFICALLY NOTED ON MECHANICAL PLANS TO BE FACTORY INSTALLED (SEE NOTE 4). 3" EMPTY C TO PROPEF TURNED OF W/ PULL CC VERIFY LO( TELEPHONE '- RUN 1" CONDUIT TO EACH RETAIL SPACE. MAX. (2) 90 DEGREE BENDS PER RUN. 1\V I\ /IF F Ixv/%. Lv 1 I. VI trvnVrV INSULATED GROUND WIRE FROM TELEPHONE COMPANY PROTECTOR TO POWER GROUND ROD. TELEPHONE COMPANY INSTALLER TO VERIFY CONTINUITY FROM PROTECTOR TO SOURCE IF POWER GROUND SOURCE IS NOT AVAILABLE, CONSULT WITH THE TELEPHONE COMPANY REP. TELEPHONE TERMINAL CABINET DETAIL N.T.S. BUILDING STEEL - 314" x 20' COPPER CLAD GROUND RODS. SERVICE EQUIPMENT NEUTRAL • EQUIPMENT BUS GROUNDING BUS —FULL SIZED GROUNDING ELECTRODE FULL CONDUCTOR (PER NEC TABLE 250-66) SIZE No. 4 COPPER MINIMUM rNPDERGROUND WATER ' d No. 6 COPPER Q4 MINIMUM NOT LARGER THAN CONDUCTOR USED FOR GROUND RING ELECTRODE ND RING SEE NOTE #5 GROUNDING ELECTRODE CONDUCTOR DETAIL N.T.S. (ARTICLE -250.52 (A) (4), NEC 2002) 1. FULL SIZE GROUND MEANS THAT GROUND CONDUCTOR SIZE SHALL BE AS SHOWN ON SERVICE EQUIPMENT ON THE POWER RISER DIAGRAM. 2. AFTER GROUNDING SYSTEM IS INSTALLED, GROUND RESISTANCE SHALL BE MEASURED, TO ASSURE THAT GROUND VALUE OF 5 OHM MAXIMUM RESISTANCE IS ACHIEVED. IF NOT, ADDITIONAL GROUNDING SHALL BE PROVIDED TO MEET THE SPECIFIED VALUE. 3. ALL CONNECTIONS TO GROUND RODS SHALL BE EXOTHERMIC WELD CONNECTIONS. 4 GROUND CONDUCTOR SHALL BE LOCATED WITHIN OR NEAR BOTTOM OF CONCRETE FOUNDATION OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH, AND SHALL CONSIST OF AT LEAST 20 FEET OF ONE OR MORE STEEL REINFORCING BARS OR RODS OF NOT LESS THAN 112 INCH DIAMETER, OR OF Al LEAST 20 FEET OF BARE COPPER CONDUCTOR. 5. AGROUND RING ENCIRCLING THE BUILDING OR STRUCTURE, INDIRECT CONTACT WITH EARTH, CONSISTING OF AT LEAST (20 FT.) OF BARE COPPER CONDUCTOR NOT SMALLER THAN 2 AWG SHALL BE INSTALLED. s - i v- 9- N U M 0 co N M � (U a� o LL. N N c ti cu o L.- 0 x CIO L coma -- 0 CD - 0o 04 C N -000 Q N N o ti N N �y r IL w H Q V. 0 N 0 O 000 J 0 0 c7 x_- N 0 O `i 3e z �c/ LL. N W� -.-� a o N m�� c cn 6 = w t-- m @ z � � J CN a)w U O z v- 9- N U M 0 co N M � (U a� o LL. N N c ti cu o L.- 0 x CIO L coma -- 0 CD - 0o 04 C N -000 Q N N o ti N N �y r IL w H Q V. 0 N 0 O 000 CCS 0 0 c7 x_- N 0 O �c/ LL. W� -f--a (13 -v (ou N Ch sfi cn h 04 V./ _c_- M Lu C J u.. �d CL E O z �Z wrn _o V / Ncu W 0 w CL N W v- 9- N U M 0 co N M � (U a� o LL. N N c ti cu o L.- 0 x CIO L coma -- 0 CD - 0o 04 C N -000 Q N N o ti N N �y r IL w H Q o rn O 0 0 N 0 O 000 0 0 N 0 0 c7 N O z W� •-- N Ch sfi o 04 a 1 U) 0 w W N W Z C) n� c o U5E .5 5 LLI L 3 3 3 3 0 0 0 0 N ('7 st to CD 1,- aD C' It�i71 N O z o 04 a 1 0 w W N W Z C) n� c o U5E C' It�i71 EXISTING 12' WATER MAIN 6' FIRE - HYDRANT ASSEMBLY PROP. FIRE DEPARTMENT CONNECTION CONNECT TO EXISTING 12' WATER MAIN WITH 12'X6' SADDLE AND VALVE DOUBLE DETECTOR CHECK ®- VALVE VALVE WITH %' METER BY PASS PROPOSED 8' FIRE LINE 10' FROM WATER MAIN TO DOUBLE DETECTOR CHECK VALVE. CONNECT TO EXISTING 12' WATER MAIN WITH 12'X2' TAP AND VALVE PROPOSED METER & 2' RPZBFP SITE PLAN 1"=40'-O" UNDERGROUND EIRE MAIN N TES: 1. ALL OUTSIDE WATER MAINS DOWNSTREAM OF THE POINT OF SERVICE SHALL BE FIRE MAINS AND SHALL BE INSTALLED BY A CLASS n 11, OR \1 FIRE PROTECTION CONTRACTOR. 2. SEE CIVIL DRAWINGS FOR LOCATION OF FIRE MAINS. SHOWN HERE TO GIVE POINT OF SERVICE AND HYDRAULIC REFERRENCE POINTS. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATION OF MAINS AND STUB -UPS FOR SPRINKLER RISERS WITH ALL OTHER CONTRACTORS AND MAKE ADJUSTMENTS AS NECESSARY TO PROVIDE COMPLETE SYSTEM AT NO ADDITIONAL COST TO THE OWNER. 3. UNDERGROUND FIRE MAINS TO BE DR14 PVC (C-900) OR CLASS 50 DUCTILE IRON (DI). ABOVE GROUND PORTION OF OUTSIDE MAINS TO BE CLASS 50 (OR HIGHER) DI. PIPING UNDER THE BUILDINGS SHALL BE MECHANICAL JOINT CLASS 53 DI. 4INSTALL, FLUSH, AND TEST OUTSIDE FIRE MAINS PER NFPA 24. (EDITION ENFORCED BY AHJ). 5. COMPLY WITH ALL APPLICABLE REQUIREMENTS OF CIVIL DRAWINGS AND SPECIFICATION. NOTM QQ FLOOR OR WALL ASSEMBLY -MIN. 2 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR MIN. 7 5/8" THICK CONCRETE OR MASONRY BLOCK /ALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DIA. 02 STEEL PIPE OR CONDUIT -NOMINAL 6" DIA.(OR SMALLER) SCHEDULE 10S(OR HEAVIER) STEEL PIPE OR NOM 4" DIA.(OR SMALLER) STEEL EMT OR RIGID CONDUIT, MAX ONE STEEL PIPE OR CONDUIT PER THROUGH OPENING. WHEN THROUGH OPENING SIZE EXCEEDS 4" DIA. MAX. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". PACKING MATETAL-USED AS A FORM TO PREVENT LEAKAGE OF THE FILL MATERIAL WHEN IN A PLASTIC STATE. IN FLOORS, PACKING MATERIALS MAY CONSIST OF CARDBOARD, MINERAL -WOOL BATTS OR CERAMIC FIBER BLANKET MATERIAL. IN WALLS, PACKING MATERIAL MAY CONSIST OF MINERAL -WOOL BATT OR CERAMIC FIBER BLANKET MATERIAL WITH A REMOVABLE FORM(TAPE OR EQUAL) PLACED OVER THE THROUGH OPENING AT THE WALL SURFACE TO PREVENT SEEPAGE OF THE FILL MATERIAL FROM THE THROUGH OPENING WHILE IN ITS PLASTIC STATE. FILL, VOID OR CAVITY MATERIALS -APPLIED TO FILL THE THROUGH OPENING TO A MIN. DEPTH AS REQUIRED. 0 STEEL COVER PLATE -MIN. 0.019" THICK (26 GAUGE) GALV STEEL PLAT® SIZED To OVERLAP THE THROUGH OPENING MIN. 2". SECURED TO TOP OF CONCRETE FLOOR (AND BOTH SIDES OF WALL) WITH STEEL MASONRY FASTENERS, WHEN ANNULAR SPACE IS GREATER THAN 3/4". 06 VAPORPROOF SEAL OR APPROVED DRYWALL COMPOUND APPLIED PER U.L. OR LISTING AND TESTING PROCEDURES IF OPENING IN WALL AROUND PIPING IS LESS THAN 1/4". QINSTALL I'BLOW-OUT" PATCH PER ARCHITECTURAL WALL DETAILS IF OPENING IN WALL AROUND PIPE EXCEEDS 11/4". [OWNDMI1111 I M141 3s w 111 3 ............ .. . i�ii� 1 Crom. In 1. RISER FROM MAIN WATER SUPPLY 2. ALARM CHECK VALVE 3. MONITORED OS&Y VALVE 4. CHECK VALVE 5. PIPING FROM SIAMESE 6. WET PIPING TO SPRINKLER SYSTEW 7. TEST STATION DISCHARGE PIPING 8, RETARD CHAMBER I PRESSURE GAGE la STRAINER & CHECK VALVE lt CHAIN LOCK VALVE OPEN 12. WATER MOTOR GONG la REDUCER 1? FLOW SIATCH SPRINKLER DRAWING NOTES 1. INSTALL WET PIPE SPRINKLER THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 2. SPRINKLERS SHALL BE AT LEAST 12 INCHES FROM CEUNG Gf0h 3. BRANCH LINES TO BE ALLIED X -L PIPE WITH THREADED FITTINGS, SCHEDULE 40 PIPE" VATH THREADED FITTINGS OR SCHEDULE 10 PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. 4. CROSS MAINS TO BE ALLIED X -L PIPE WITH THREADED FITTINGS OR lTHIN WALL" (PER NFPA 13) WITH WELDED OR GROOVED OUTLETS AND JOINED WITH GROOVED FITTINGS, 5. ALL DEVICES TO BE UL LISTED OR FM APPROVED, 6. ALL MATERIAL, METHODS AND DESIGN SHALL BE PER NFPA 13 (2002). 7. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 8. PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. D. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATION WITHOUT ADDITIONAL COST TO THE OWNER. 10. PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13. 11. SPRINKLER FLOW SWTICHES AND TAMPER SWITCHES TO BE' INSTALLED BY SPRINKLER CONTRACTOR AND CONNECTED TO ALARMS BY ALARM CONTRACTOR. 12. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13 AND 24. 13. ALL VALVES WHICH CONTROL FLOW OF WATER TO SPRINKLER SYSTEM SHALL BE EQUIPPED WITH A TAMPER SWITCH CONNECTED TO THE FIRE ALARM SYSTEM. 11 ALL SPRINKLERS SHALL AND HAVE A K -FACTOR AS SHOWN. 15. ALL SPRINKLERS IN AREAS WITH FINISHED CELING SHALL BE RECESSED TYPE WITH FACTORY APPLIED WHITE FINISH. 16. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN APPROVAL OF AUTHORITY HAVING JURISDICATION, PRIOR TO CONSTRUCTION. IF THE DESIGN DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT REQUESTED AND THE DEVIATION IS INCOROPORATEED INTO THE SHOP DRAWINGS, APPROVAL OF SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE DEVIATION WILL NOT RELEIVE THE CONTRACTOR OF RESPONSIBILITY TO MEET THIS REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY MODIFICATIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. 17. IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING AND OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 18. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 19. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT FLOOR, CEILING OR PARTITION. SEE ARCHITECTUAL DRAWINGS FOR RATINGS. 20. ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 21 SPRINKLER SYSTEM INSTALLATIONS MUST BE PERFORMED BY A CLASS I OR CLASS 11 FIRE PROTECTION CONTRACTOR. 21 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. RETAIL BUILDING. WET PIPE SPRINKLER SYSTEM. ORDINARY HAZARD GROUP 2 0.20 GPM PER SQUARE FEET OVER 1500 SQUARE FEET. MAXIMUM SPRINKLER SPACING IS 130 SQUARE FEET. DO NOT USE EXTENDED COVERAGE SPRINKLERS. REMOTE AREA TAKEN IN ADJACENT SPACES IN CASE DIMISING WALL IS CHANGED IN FUTURE. 250 GPM ALLOWED FOR OUTSIDE HOSE STREAM. EXTERIOR CANOPY IS NON-COMBUSTABLE AND IS NOT USED FOR STORAGE. ROOF FRAMING SYSTEM IS NON-COMBUSTABLE. FLOW TEST - CONDUCTED BY SANFORD FIRE PREVENTION (TIM ROBLES PH # 407-302-1091) ON JUNE 12, 2004. STATIC PRESSURE 68 PSI RESIDUAL PRESSURE 62 PSI FLOW 1230 GPM STATIC/RESIDUAL HYD - ST. JOHN'S PARKWAY ek TOWNE CENTER BLVD, FLOW HTD - HYDRANT # 1220015 PLANS REVIEWEED CITY OF SANFORD PERMIT# 0 6- 14rl ATUIR Imfoyrdws; Am P.E. 56.067 Por ada R. Renric, P.E. AUTH. 00005-531 Cori sul Ung Emir tiers 3231 Dr(ne Field Rood Ph. (863) 646 1258 Lakeland, F1 33811 Fax. (,863) 646 8881 . . .... .. . .... . ... ....... ... ... . . ............... - .. .. . ... . ...... . .............................................. . .................................................. ............... ........... . ........ ... . ............... ................ ........ . ............... .. . ........... . ............. ... . . ...... . NME . . . .. .... . ... ...... . . ...... ... ....... .. ................................ ........... Aix a . . . . . . . . . . . . . . . ..................... .......................... .............. . .......................... . .......... . .. . .................................... ............... ................................... . .... NOTM QQ FLOOR OR WALL ASSEMBLY -MIN. 2 1/2" THICK LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR OR MIN. 7 5/8" THICK CONCRETE OR MASONRY BLOCK /ALL. MIN. 3 HOUR FIRE RATED WALL. MAX. THROUGH OPENING SIZE IS 8" DIA. 02 STEEL PIPE OR CONDUIT -NOMINAL 6" DIA.(OR SMALLER) SCHEDULE 10S(OR HEAVIER) STEEL PIPE OR NOM 4" DIA.(OR SMALLER) STEEL EMT OR RIGID CONDUIT, MAX ONE STEEL PIPE OR CONDUIT PER THROUGH OPENING. WHEN THROUGH OPENING SIZE EXCEEDS 4" DIA. MAX. ANNULAR SPACE BETWEEN PIPE OR CONDUIT AND EDGE OF THROUGH OPENING SHALL NOT EXCEED 2". PACKING MATETAL-USED AS A FORM TO PREVENT LEAKAGE OF THE FILL MATERIAL WHEN IN A PLASTIC STATE. IN FLOORS, PACKING MATERIALS MAY CONSIST OF CARDBOARD, MINERAL -WOOL BATTS OR CERAMIC FIBER BLANKET MATERIAL. IN WALLS, PACKING MATERIAL MAY CONSIST OF MINERAL -WOOL BATT OR CERAMIC FIBER BLANKET MATERIAL WITH A REMOVABLE FORM(TAPE OR EQUAL) PLACED OVER THE THROUGH OPENING AT THE WALL SURFACE TO PREVENT SEEPAGE OF THE FILL MATERIAL FROM THE THROUGH OPENING WHILE IN ITS PLASTIC STATE. FILL, VOID OR CAVITY MATERIALS -APPLIED TO FILL THE THROUGH OPENING TO A MIN. DEPTH AS REQUIRED. 0 STEEL COVER PLATE -MIN. 0.019" THICK (26 GAUGE) GALV STEEL PLAT® SIZED To OVERLAP THE THROUGH OPENING MIN. 2". SECURED TO TOP OF CONCRETE FLOOR (AND BOTH SIDES OF WALL) WITH STEEL MASONRY FASTENERS, WHEN ANNULAR SPACE IS GREATER THAN 3/4". 06 VAPORPROOF SEAL OR APPROVED DRYWALL COMPOUND APPLIED PER U.L. OR LISTING AND TESTING PROCEDURES IF OPENING IN WALL AROUND PIPING IS LESS THAN 1/4". QINSTALL I'BLOW-OUT" PATCH PER ARCHITECTURAL WALL DETAILS IF OPENING IN WALL AROUND PIPE EXCEEDS 11/4". [OWNDMI1111 I M141 3s w 111 3 ............ .. . i�ii� 1 Crom. In 1. RISER FROM MAIN WATER SUPPLY 2. ALARM CHECK VALVE 3. MONITORED OS&Y VALVE 4. CHECK VALVE 5. PIPING FROM SIAMESE 6. WET PIPING TO SPRINKLER SYSTEW 7. TEST STATION DISCHARGE PIPING 8, RETARD CHAMBER I PRESSURE GAGE la STRAINER & CHECK VALVE lt CHAIN LOCK VALVE OPEN 12. WATER MOTOR GONG la REDUCER 1? FLOW SIATCH SPRINKLER DRAWING NOTES 1. INSTALL WET PIPE SPRINKLER THROUGHOUT BUILDING IN ACCORDANCE WITH NFPA 13 AND LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 2. SPRINKLERS SHALL BE AT LEAST 12 INCHES FROM CEUNG Gf0h 3. BRANCH LINES TO BE ALLIED X -L PIPE WITH THREADED FITTINGS, SCHEDULE 40 PIPE" VATH THREADED FITTINGS OR SCHEDULE 10 PIPE WITH WELDED OUTLETS AND GROOVED JOINTS. 4. CROSS MAINS TO BE ALLIED X -L PIPE WITH THREADED FITTINGS OR lTHIN WALL" (PER NFPA 13) WITH WELDED OR GROOVED OUTLETS AND JOINED WITH GROOVED FITTINGS, 5. ALL DEVICES TO BE UL LISTED OR FM APPROVED, 6. ALL MATERIAL, METHODS AND DESIGN SHALL BE PER NFPA 13 (2002). 7. PROVIDE ALL HANGERS INCLUDING TRAPEZE HANGERS AS REQUIRED TO COMPLY WITH NFPA 13. 8. PROVIDE SPARE SPRINKLERS AND SPRINKLER WRENCH IN METAL CABINET PER NFPA 13. D. COORDINATE EXACT LOCATIONS OF SPRINKLERS AND PIPING WITH CEILING, ELECTRICAL, MECHANICAL AND STRUCTURAL ELEMENTS OF BUILDING. MAKE MODIFICATION WITHOUT ADDITIONAL COST TO THE OWNER. 10. PROVIDE ADDITIONAL DRAINS REQUIRED TO COMPLY WITH NFPA 13. 11. SPRINKLER FLOW SWTICHES AND TAMPER SWITCHES TO BE' INSTALLED BY SPRINKLER CONTRACTOR AND CONNECTED TO ALARMS BY ALARM CONTRACTOR. 12. FLUSH AND TEST SYSTEM IN ACCORDANCE WITH NFPA 13 AND 24. 13. ALL VALVES WHICH CONTROL FLOW OF WATER TO SPRINKLER SYSTEM SHALL BE EQUIPPED WITH A TAMPER SWITCH CONNECTED TO THE FIRE ALARM SYSTEM. 11 ALL SPRINKLERS SHALL AND HAVE A K -FACTOR AS SHOWN. 15. ALL SPRINKLERS IN AREAS WITH FINISHED CELING SHALL BE RECESSED TYPE WITH FACTORY APPLIED WHITE FINISH. 16. CONTRACTOR SHALL PREPARE SHOP DRAWINGS BASED UPON THESE PLANS AND OBTAIN APPROVAL OF AUTHORITY HAVING JURISDICATION, PRIOR TO CONSTRUCTION. IF THE DESIGN DEPICTED ON THESE DRAWINGS EXCEEDS THE MINIMUM REQUIREMENTS OF NFPA 13 OR THE AHJ, COMPLY WITH THESE DRAWINGS UNLESS WRITTEN APPROVAL IS REQUESTED OF AND OBTAINED FROM THE ENGINEER OF RECORD PRIOR TO BIDDING. IF APPROVAL IS NOT REQUESTED AND THE DEVIATION IS INCOROPORATEED INTO THE SHOP DRAWINGS, APPROVAL OF SHOP DRAWINGS DUE TO THE FAILURE OF THE ENGINEER OF RECORD TO DETECT THE DEVIATION WILL NOT RELEIVE THE CONTRACTOR OF RESPONSIBILITY TO MEET THIS REQUIREMENT. IN THAT CASE, THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE ANY MODIFICATIONS NECESSARY TO COMPLY WITH THIS REQUIREMENT. 17. IF CONFLICTS EXIST OR ALLOCATED SPACE IS INADEQUATE, CONTRACTOR TO NOTIFY ARCHITECT PRIOR TO BIDDING AND OBTAIN WRITTEN INSTRUCTIONS FOR RESOLUTION. 18. PIPE AND FITTINGS SHALL BE TYPE SPECIFICALLY IN NFPA 13. SCHEDULE 5 PIPE WITH PRESS ON FITTING AND NON-METALLIC PIPE SYSTEMS ARE NOT ALLOWED. 19. SEAL ALL OPENINGS THROUGH FLOORS, CEILINGS AND PARTITIONS TO RE-ESTABLISH THE FIRE RATING OF THAT FLOOR, CEILING OR PARTITION. SEE ARCHITECTUAL DRAWINGS FOR RATINGS. 20. ALL PIPING IN AREAS WITH DROPPED CEILINGS SHALL BE CONCEALED ABOVE THE CEILING. 21 SPRINKLER SYSTEM INSTALLATIONS MUST BE PERFORMED BY A CLASS I OR CLASS 11 FIRE PROTECTION CONTRACTOR. 21 CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND PAY ALL RELATED FEES. RETAIL BUILDING. WET PIPE SPRINKLER SYSTEM. ORDINARY HAZARD GROUP 2 0.20 GPM PER SQUARE FEET OVER 1500 SQUARE FEET. MAXIMUM SPRINKLER SPACING IS 130 SQUARE FEET. DO NOT USE EXTENDED COVERAGE SPRINKLERS. REMOTE AREA TAKEN IN ADJACENT SPACES IN CASE DIMISING WALL IS CHANGED IN FUTURE. 250 GPM ALLOWED FOR OUTSIDE HOSE STREAM. EXTERIOR CANOPY IS NON-COMBUSTABLE AND IS NOT USED FOR STORAGE. ROOF FRAMING SYSTEM IS NON-COMBUSTABLE. FLOW TEST - CONDUCTED BY SANFORD FIRE PREVENTION (TIM ROBLES PH # 407-302-1091) ON JUNE 12, 2004. STATIC PRESSURE 68 PSI RESIDUAL PRESSURE 62 PSI FLOW 1230 GPM STATIC/RESIDUAL HYD - ST. JOHN'S PARKWAY ek TOWNE CENTER BLVD, FLOW HTD - HYDRANT # 1220015 PLANS REVIEWEED CITY OF SANFORD PERMIT# 0 6- 14rl ATUIR Imfoyrdws; Am P.E. 56.067 Por ada R. Renric, P.E. AUTH. 00005-531 Cori sul Ung Emir tiers 3231 Dr(ne Field Rood Ph. (863) 646 1258 Lakeland, F1 33811 Fax. (,863) 646 8881 EE w 00 Z ? C�l CD cu M -T 0 cxu 73 co < F111 a CL Lif C-4 CD bi Z031 77 - CN CA co F?31 lz Lij Lu p 4 0 Aix a cu CD Cc coil CIA Q& to RZ cQ �,g EE w 00 Z ? C�l CD cu M -T 0 cxu 73 co < F111 a CL Lif C-4 CD bi Z031 77 - CN CA co F?31 lz Lij Lu p 4 0 coil Q& to RZ 0 : e-- --43 co EE w 00 Z ? C�l CD cu M -T 0 cxu 73 co < F111 a CL Lif C-4 CD bi Z031 77 - CN CA co F?31 lz Lij Lu p 4 0 f / A A2 OOR PLAN FiRr' PROTECTION SCALE: 1/8"=V-0" 5264 DC HE AN FOR INKLER CZ) cu U.j Ise - 2 U) 0 Lo n-- i�: 0 10 00 10A J CN C'4 0 Lu LL co T T C\l CN cr C) A2 OOR PLAN FiRr' PROTECTION SCALE: 1/8"=V-0" 5264 DC HE AN FOR INKLER C) CZ) cu U.j Ise - 2 U) 0 Lo n-- i�: 0 0 00 10A J CN C'4 0 Lu LL co U) C\l CN cr C) C) (u U C%j u - lz 0 CN LU LLJ c'I CN C) cu U.j Ise - 2 U) i�: 0 0 > 10A J 0 0 LL - c 0 0 CD 0 LU 1w-- E U) PERMIT# 06- 1439 1 Renna Enterprises, Inc. P.E. # 56067 Ronulcl R. Renno, P.E. AUTH. # 00008631 Consultinq Engineers 3231 Drone Field Ran Ph. (86-335) 646 12Z8 8 L .,'�lcjrld. Fl 1-811 Fax. (863) 646 8181 81 -iK- ­') � I - .1 li, I cu C'4 cu 0 r�y z m LU Lu U) cr C) 0 0 LL - c 0 0 CD 0 LU 1w-- E U) PERMIT# 06- 1439 1 Renna Enterprises, Inc. P.E. # 56067 Ronulcl R. Renno, P.E. AUTH. # 00008631 Consultinq Engineers 3231 Drone Field Ran Ph. (86-335) 646 12Z8 8 L .,'�lcjrld. Fl 1-811 Fax. (863) 646 8181 81 -iK- ­') � I - .1 li, I m C'4 z m LU C) C) LLJ C%j lz LU LLJ ::3 LU co i� -E m PERMIT ADDRESS CONTRACTOR C 1 (_� S -la ADDRESS S • 0, LA t 5 PHONE NUMBER �' b PROPERTY OWNER ADDRESS I c C-0 u S>O 10 -2I 1006NIMMUU: ' ELECTRICAL CONTRACTOR MECHANICAL CONTRACTO. PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # 2 DATE PERMIT DESCRIPTION Uf V'(q 1rW1I U /t)L PERMIT VALUATION�� SQUARE FOOTAGE n d y tai Permit # t I� - 2 `D �t Job Address: 1621 Description of Work: I Historic District: CITY OF SANFORD PERMIT APPLICATION stall 8" underground Zoning: Date: 6/1/06 f ,�ik e main T I Square Footage Valise of Work: S 9, 2 n n n n PECEIVeD JUN - 2 200E Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm X— Pool Electrical: New Service – # of AMPS Add ition/AIteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential Commercial X Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) Owners Name&Address: Dikeou Realty, LLC 1615 California St. Ste 707 Denver, Co. 80202 Phone. Contractor Name&Address: C $c __C Site Development, Inc. 680 N. S.R. 415, Osteen, F1 32764 State License Number: 22545200012000 Phone&Fax: 407-688-2657/688-2658 Contact Person: Andrew Juhl —Phone: 407-688-2657 Bonding Company: N/A Address: Mortgage Lender: JP Morgan _Casc-� $ank Address: 270 Park Ave. New York NY. 10017 Architect/Engineer: CPH Engineers Phone: 407-322-6841 Address: 500 W. Fulton St. , Sanford, Fl 32771 Fax: 407-330-0639 Application is hereby made to obtain a permit to do the work and installations as indicated. t certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I wilt notify the owner of the property of the requirements of Florida Lien Law, FS 713. X, Signature of Owner/Agent Date Signature of Contractor/Agent Date Andrew R. Juhl Print�wner/)genYs Nae t Pryin�Contractor/ ent's ame(, i r , tV ignature of Notary -State of Florida Date ta_' C)(e Signature of Notary -State of Florida Date co � Lirld� u ��9�ItiRAii Y Corbrnissfoh 0[)384011 ®` xPeis`o"rl tyrtflJlQW9 tQ or Contractor/Agent is X Personally Known to Me or Owner/A ent is ProducedIDT— Produced ID APPROVALS: ZONING: UTIL: FD ti ENG: BLDG:�Z�,—'� _ X ` L;k7 i Special Conditions: Rev 03/2006 OWNER/DEVELOPER DIKEOU REALTY LLC 1615 CALIFORNIA ST. # 707 DENVER, CO 80202 ATTN. PANAYES DIKEOU (303) 825-9192 ENGINEER CPH ENGINEERS, INC. 500 W. FULTON STREET SANFORD, FL 32771 ATTN. JAMES E. McMULLAN, P.E. (407) 322-6841 SURVEYOR GeoMark Consulting, Inc. 180 NORTH WESTMONTE DRIVE ALTAMONTE SPRINGS, FL 32714 ATTN. M. CAULFIELD (407) 869-9989 PERMITTING AGENCIES FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDEP DRINKING WATER SECTION CENTRAL FLORIDA DISTRICT 3319 MAGUIRE BLVD., SUITE 232 ORLANDO, FLORIDA 32803-3767 ATTN: KYLE KUBANEK (407) 893-3300 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION FDEP DOMESTIC WASTEWATER SECTION CENTRAL FLORIDA DISTRICT 3319 MAGUIRE BLVD., SUITE 232 ORLANDO, FLORIDA 32803-3767 ATTN: DAPHNE STOKER (407) 893-3315 ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT 975 KELLER ROAD ALTAMONTE SPRINGS, FL 32714 ATTN. REVIEWER (407) 659-4800 RINEI 1ART RETAIL DIK OUR ATYLC C1 I Y OF SANFORD, FLORIDA UTILITIES WATER: CITY OF SANFORD 300 N PARK AVE. SANFORD, FL 32771 ATTN. PAUL MOORE, P.E. DIRECTOR (407) 330-5640 SEWER: CITY OF SANFORD 300 N PARK AVE. SANFORD, FL 32771 ATTN. EMILY McCABE (407) 302-9414 SOLID WASTE: CITY OF SANFORD 300 N PARK AVE. SANFORD, FL 32771 ATTN. EMILY McCABE (407) 302-9414 ELECTRIC: FLORIDA POWER AND LIGHT P.O. BOX 2149 SANFORD, FL 32772 ATTN. CHARLIE JOHNSON (407) 328-1924 TELEPHONE: BELLSOUTH 132 COMMERCE WAY SANFORD, FL 32771 ATTN. MARTIN NOSIE (407) 327-0447 CABLE: BRIGHT HOUSE NETWORKS 844 MAGUIRE ROAD OCOEE, FL 34761 ATTN. MARVIN USRY (407) 532-8509 FIBER OPTIC: LEVEL 3 COMMUNICATIONS 1025 ELDORADO BLVD. BROOMFIELD, CO 80021 ATTN. SONNY JAROCK (877) 366-8344 or (720) 888-3151 C-1 C-2 C-3 C-4 C-5 C-6 C-7 C-8 C -9A C-9 B C -9C C-10 C-1 1 C-12 L-1 R-1 INDEX OF SHEETS COVER SHEET GENERAL NOTES SHEET BOUNDARY & TOPOGRAPHIC SURVEY DEMOLITION PLAN SITE DIMENSION PLAN GRADING AND DRAINAGE P LAN COMPOSITE UTILITY PLAN GENERAL DETAILS SHEET CITY DETAILS SHEET CITY DETAILS SHEET CITY DETAILS SHEET EROSION CONTROL PLAN EROSION CONTROL DETAILS STO RMWATE R DETAILS LANDSCAPE PLAN IRRIGATION PLAN VICINITY MAP NTS PARCEL I.D.# 28-19-30-514-0000-0020 PLANS ' CITy OF SANFORD UFFICE M. POLINER P.E. 56974 lV8 M z w 0 0� C: 0 .o LL D U� U- 0 U 0 • • Lo C? N N i n O IL') �w O � C' w L0L0 ® m LO M y 0 E- -� „ Sym v cep°a m U At ;t LLI z � 0 m N W m Q v � o ®® Q ® �) UO �Q U Q C) 0 w S 0 0 in M z w 0 0� C: 0 .o LL D U� U- 0 U f. • • Lo C? N O IL') O � C' w L0L0 ® (� LO M E- -� o M 0 m U 0 LLI z � 0 U Q ®® Q D UO �Q U Q C) U ® C 0 ® � M z w 0 0� C: 0 .o LL D U� U- 0 U �m f. • • Lo C? N aaaaaz L0L0 ® o LO M 0 m U Uj LLI 0 0 V Q D UO �Q U Q �m 0 Z f. • • 0 Z 1. SEE COVER SHEET FOR A LIST OF UTILITY COMPANIES. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINES BEING INSTALLED. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. 1.0� feet 8.00 8.00 !me 6.00 31.80 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAV'IS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL CO3T TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. t CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (18) INCHES. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. EXIST. 12" POTABLE WATER LINE 28. FIRE HYDRANTS MUST BE IN SERVICE BE" ORE COMBUSTABLES CAN BE BROUGHT ON SITE. 29. CONTRACTOR TO COORDINATE POWER PIjLE REMOVAL WITH LORI DA POWER AND LIGHT 30. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A QPRETREATMENT DEVICE MUST BE INSTALLED AND MUST COMPLY WITH THE CITY'S UTILITY STANDARDS AND L SPECIFICATIONS MANUAL, CURRENT EDITION, 6" PVC SANITARY SEWER LINE W/ 6" CLEAN-OUT LOCATED 5' OUTSIDE OF BUILDING PIPE CROSSING DETAIL SHEET ............................... CONNECTION TO"EXISTING 6" SANITARY SEWER STUB OUT INV. @ ± 30.7.9 (FIELD VERIFY) 15" STORM PIPE / r-- 20 0 10 20 40 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. POTABLE WATER/FIRE LINE SCHEDULE OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X6" SADDLE AND VALVE O6" FIRE HYDRANT ASSEMBLY 3 CONNECT TO EXISTING 12" WATER MAIN H 12"X8" SADDLE AND VALVE oDO LE ETE TOR CHE 3� VALVE WITH %" METER BY PASS ' L OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X2" TAP AND VALVE OPROPOSED 1-1/2" METER & 2" RPZBFP OCONNECT TO EXISTING STUB OUT OPROPOSED1"PVC OPROPOSED 1" IRRIGATION METER WITH 1" DDGV 1 PROP. 8" FIRE LINE 11 PROP. FIRE DEPARTMENT CONNECTION 6" SANITARY LINE NO. 57 STONE (TYPICAL) 15" STORM PIPE NO. 57 STONE (TYPICAL) 6" SANITARY LINE PLAN VIEW SPRING LINE SECTION (FOR LESS THAN 12" CLEARANCE) LEGEND w w PROPOSED WATER LINE F`" PROPOSED FIRE WATER LINE s s- PROPOSED SEWER ,......... " s PROPOSED STORM EXISTING STORM PROPOSED FIRE HYDRANT M. POLINER P.E. 36974 (ZT16C, GENERAL UTILITY NOTES 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS ZND SPECIFICATIONS 15. ALL WATER, FORCE MAIN AND SANITARY SEWER LINES SHALL HAVE A 000 N FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO IN> LUDE SANITARY MINIMUM OF 3' OF COVER. PE WATER SERVICE MAY BE REDUCED ..... SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WA i FR SERVICE, a) TO 2' WHEN NECESSARY, CA ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE O � . INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND 16. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH '� ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH / APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES DURING UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ .:, .. INSTALLATION. 1- -� CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 17. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND 8. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL REQUIREMENTS. 0 MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED > C:) IN GRASSED AREAS SHALL BE 4" ABOVE FINISHED GRADE (UNLESS NOTED 18. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE O OTHERWISE). Z SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S is INSPECTING AUTHORITIES. 9. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED ^.,acr)U WITH TRAFFIC BEARING RINGS AND COVERS. 19. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY SCA m CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR 10. ALL CLEAN -OUTS WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF a) TRAFFIC BEARING PARTS AS APPLICABLE. SERVICES. 12. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY 20. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST o SEWER MANHOLES WITH NON -SHRINKING GROUT TO ASSURE CONNECTION STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING .s JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE 0- IS WATER TIGHT. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, 13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE 0 � s FOR ACCESS AND EGRESS FROM ALL EXCAVATION AND TRENCHING. STRENGTH OF 3000 P.S.I. AT 28 DAYS. r� 1.: CONTRACTOR IS RESPONSIBLE TO COMPLY WITH PERFORMANCE CRITERIA V FOR OSHA. 14. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK 0 VALVES, BACKFLOW PREVENTERS, ETC., AS REQUIRED BY GOVERNING �n AUTHORITIES. 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAV'IS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL CO3T TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. t CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (18) INCHES. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. EXIST. 12" POTABLE WATER LINE 28. FIRE HYDRANTS MUST BE IN SERVICE BE" ORE COMBUSTABLES CAN BE BROUGHT ON SITE. 29. CONTRACTOR TO COORDINATE POWER PIjLE REMOVAL WITH LORI DA POWER AND LIGHT 30. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A QPRETREATMENT DEVICE MUST BE INSTALLED AND MUST COMPLY WITH THE CITY'S UTILITY STANDARDS AND L SPECIFICATIONS MANUAL, CURRENT EDITION, 6" PVC SANITARY SEWER LINE W/ 6" CLEAN-OUT LOCATED 5' OUTSIDE OF BUILDING PIPE CROSSING DETAIL SHEET ............................... CONNECTION TO"EXISTING 6" SANITARY SEWER STUB OUT INV. @ ± 30.7.9 (FIELD VERIFY) 15" STORM PIPE / r-- 20 0 10 20 40 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. POTABLE WATER/FIRE LINE SCHEDULE OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X6" SADDLE AND VALVE O6" FIRE HYDRANT ASSEMBLY 3 CONNECT TO EXISTING 12" WATER MAIN H 12"X8" SADDLE AND VALVE oDO LE ETE TOR CHE 3� VALVE WITH %" METER BY PASS ' L OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X2" TAP AND VALVE OPROPOSED 1-1/2" METER & 2" RPZBFP OCONNECT TO EXISTING STUB OUT OPROPOSED1"PVC OPROPOSED 1" IRRIGATION METER WITH 1" DDGV 1 PROP. 8" FIRE LINE 11 PROP. FIRE DEPARTMENT CONNECTION 6" SANITARY LINE NO. 57 STONE (TYPICAL) 15" STORM PIPE NO. 57 STONE (TYPICAL) 6" SANITARY LINE PLAN VIEW SPRING LINE SECTION (FOR LESS THAN 12" CLEARANCE) LEGEND w w PROPOSED WATER LINE F`" PROPOSED FIRE WATER LINE s s- PROPOSED SEWER ,......... " s PROPOSED STORM EXISTING STORM PROPOSED FIRE HYDRANT M. POLINER P.E. 36974 (ZT16C, 3 uj z L0 L0 r r, Q0 O �y 000 N O N ..... a) 0 - CA II J O � . •� boo '� r / U I .:, .. f- U 1- -� a v o0 0 0 0 Q) > C:) -a 0 C3 O Q O �i Z U is 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (90-96, LAV'IS OF FLORIDA). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL CO3T TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. t CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS TEN (10) FEET, OR MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER OVER SEWER LINE IS (18) INCHES. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. EXIST. 12" POTABLE WATER LINE 28. FIRE HYDRANTS MUST BE IN SERVICE BE" ORE COMBUSTABLES CAN BE BROUGHT ON SITE. 29. CONTRACTOR TO COORDINATE POWER PIjLE REMOVAL WITH LORI DA POWER AND LIGHT 30. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A QPRETREATMENT DEVICE MUST BE INSTALLED AND MUST COMPLY WITH THE CITY'S UTILITY STANDARDS AND L SPECIFICATIONS MANUAL, CURRENT EDITION, 6" PVC SANITARY SEWER LINE W/ 6" CLEAN-OUT LOCATED 5' OUTSIDE OF BUILDING PIPE CROSSING DETAIL SHEET ............................... CONNECTION TO"EXISTING 6" SANITARY SEWER STUB OUT INV. @ ± 30.7.9 (FIELD VERIFY) 15" STORM PIPE / r-- 20 0 10 20 40 GRAPHIC SCALE ( IN FEET ) 1 inch = 20 ft. POTABLE WATER/FIRE LINE SCHEDULE OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X6" SADDLE AND VALVE O6" FIRE HYDRANT ASSEMBLY 3 CONNECT TO EXISTING 12" WATER MAIN H 12"X8" SADDLE AND VALVE oDO LE ETE TOR CHE 3� VALVE WITH %" METER BY PASS ' L OCONNECT TO EXISTING 12" WATER MAIN WITH 12"X2" TAP AND VALVE OPROPOSED 1-1/2" METER & 2" RPZBFP OCONNECT TO EXISTING STUB OUT OPROPOSED1"PVC OPROPOSED 1" IRRIGATION METER WITH 1" DDGV 1 PROP. 8" FIRE LINE 11 PROP. FIRE DEPARTMENT CONNECTION 6" SANITARY LINE NO. 57 STONE (TYPICAL) 15" STORM PIPE NO. 57 STONE (TYPICAL) 6" SANITARY LINE PLAN VIEW SPRING LINE SECTION (FOR LESS THAN 12" CLEARANCE) LEGEND w w PROPOSED WATER LINE F`" PROPOSED FIRE WATER LINE s s- PROPOSED SEWER ,......... " s PROPOSED STORM EXISTING STORM PROPOSED FIRE HYDRANT M. POLINER P.E. 36974 (ZT16C, LC) 3 uj z L0 L0 r r, Q0 O �y 000 N O N IN, a) 0 - CA II J O � � W •� boo '� r U a M Z f- U 1- -� a v o0 0 0 0 Q) > C:) -a 0 C3 O Q O �i Z U N gi W ^.,acr)U Cl) ❑ SCA m N W m a) rn a> o v � � .s 0- a 0 � s r� 1.: V IS 0 �n LC) 3 uj z L0 L0 r r, Lo N O �y V O N a a) 0 - ❑ II J O U-) O d u) ® r U a M Z f- U 1- -� a 0 0 Lo Q) > C:) -a 0 C3 O Q O �i Z U N gi Cl) ❑ U a) a> o 0- a Z Z Ill w 2 :�E O O O O Q Q m O O U U W W 0- 12- J W F" O [L 3 uj z L0 L0 r r, Lo N ❑ V O a a Zo ❑ M M O O d t Lo (D 1 U-) O d u) ti m 0 M Z f- U 1- -� LLI 0 0 Q) > �+ U -a 0 U O Q V a ❑ ❑ U a J W F" O [L 3 uj z V i T- mi N O LL. O Q IL O O''_11 u V SQUARE CUT EDGE OF EXISTING PAVMENT (TYP.) FINISHED GRADE --\ ENCH WIDTH VARIES /- L SEE NOTE 10 W/ SIZE OF PIPE `` 2" MIN. ASPHALTIC HENT J WHEN FLEXIBLE PAVEMENT 15 CUT. SEE NOTE 2 NGLE MAY VARY ¢ m z Lu SEE fSEE NOTE 4 12 L .wV) / PIPE O.D. / N 6" (TYP) / % SELECT \ /\ COMMON o W ` FILL lk o 1- m z \ 0 / Li w00 BEDDING ROCK 0 o a Li o0o °°°PIPE BEDDING P (SEE NOTE 8 & 9) \ \ UNDISTURBED NOTES: EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PVC: C-900/905 VERT. UP/HORIZ. 4' x 4' PRECAST TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. J PIPE SIZE CAST IRON FRAME IS CUT /\jj v 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 23 32 42 50 58 66 73 GATE GROUT 45' BEND 10 13 17 21 24 27 30 x • • 22-1/2' BEND 5 6 8 10 1 12 13 15 � r OR WATER MAIN 11-1/4' BEND 2 3 4 5 6 6 7 SELECT L" 101 0 PLUG OR BRANCH OF TEE 56 79 102 122 143 163 182 wLd w REDUCERS UNDISTURBED REDUCERS \/ D_ v EARTH d UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN SIZE RESTR. LENGTH 6X4 41 8X4 74 8X6 43 10X6 76 10X8 41 12X6 106 12X8 77 12X10 42 14X6 133 14X8 108 SIZE RESTR. LENGTH 16X6 159 16X8 137 16X12 79 16X8 106 16X12 60 FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: ----- PVC--- ___ HDPE --- *WORKING PRESSURE: __L59 --- P.S.I. ____--_____ P.S.I. *SOIL DESIGNATION: _SILT SAND _____------ *LAYING CONDITIONS: -11 --- _-_________ * TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE ( PVC -HDPE ) CITY OF SANFORD 1999 FIG. 104A PVC PIPE COLOR L- 2" MIN. ASPHALTIC WATER MAIN: BLUE W/SCREEN MESH 4' x 4' PRECAST TYPICAL PIPE 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. J POTABLE WATER MAIN POTABLE WATER MAIN CAST IRON FRAME IS CUT /\jj v AND COVER WITH 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. NItlW mLVA 318V1Od NIVW LMVM 318tl10d NNW mLtlM "It POTABLE WRIER MAW POTABLE WATER MAIN POTABLE WATER MAIN 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. NIYN 131YI1 3'18Y101 NNN MLYM 31GYiGd NIYH LMYM 318YlOd POTABLE WATER MHN POTABLE WATER MAIN / POTABLE WATER MAIN POTABLE WATER MHN POTABLE POTABLE WATER MAIN POTABLE WATER MHN PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" •H MAIN MAX. POTABLE WRIER MHN 1" POTABLE WATER MHN � 6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTING TRENCH WIDTH VARIES SEE NOTE 9 PAVMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE -\ NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" 1 #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) e 6" MIN. (TYP.) A I� TIE RODS INCLUDING 4" x 4" x 1/2" NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL (6" MIN.) MECHANICAL BEARING PLATE (NP) JOINTS #4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER, 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR, 6. DESIGN PRESSURE:_--P.S.I." D (4'-0" MIN.) l SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA, NO. NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1,500 MIN) BEARING. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 16" VINYL CONTINUOUS MAX. 36" WARNING TAPE 1 MIN. J TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS, THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH UNDISTURBED' EARTH CONCRETE lmzh", .. SIDESCAN BE FORMED CONCRETECONCRETE 4" M ROCK UNDISTURBED EARTH FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH 10" MIN. "D" 6" SEE NOTE 1 • MIN. (TYP.) SHEETING SIDES CAN BE FORMED D"/4 "D"/2 3000 PSI •.' T CONCRETE "r 6" MIN. / UNDISTURBED EARTH CONCRETE CRADLE NOTES: 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 36" MIN. (SEE NOTE 2) COVER .VENT HC LE 4" MIN. �- 6" MIN. -►- STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 L- 2" MIN. ASPHALTIC CONC. / W/SCREEN MESH 4' x 4' PRECAST \/\ WHEN FLEXIBLE PAVEMENT J N 36" SQ CAST IRON FRAME IS CUT /\jj v AND COVER WITH 4" MAX. - NGLE MAY VARY % • m Z ACCESS LID. SEE NOTE 2 CONCRETE THRUST ---CAST IRON 52 GATE GROUT THREADED PLUG BLOCK (TYP.) 8/2 w •,t•`�a•`y+ver `g•`- 90�'V'r�J SEE NOTE 4 w vwi x • • PIPE O.D. CONCRETE FOOTING. 2" NIPPLE 2" UNION WITH MORTAR FOR FORCE * * 9 I IMAIN � r OR WATER MAIN = FORCE MAIN -CG Z `1 6" (TYP) N SADDLE PER SELECT L" 101 0 50.5.4 •�•�r.�•', (TYP.) COMMON FILL DO z 77 94 CONCRETE wLd w • . G? UNDISTURBED REDUCERS \/ D_ v EARTH d UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN (SEE NOTE 3) / \� 6X4 31 8X4 57 TO UNDISTURBED MATERIAL. NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. 8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 101 TRENCH LIMITS 18" 1 #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) e 6" MIN. (TYP.) A I� TIE RODS INCLUDING 4" x 4" x 1/2" NUTS AND WASHERS HOT DIPPED GALVINIZED (SEE SCHEDULE BELOW) OR STAINLESS STEEL (6" MIN.) MECHANICAL BEARING PLATE (NP) JOINTS #4 BARS UNDISTURBED EARTH ENCASE TIE RODS IN 1-1/2" PVC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER, 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL, AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL. 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR, 6. DESIGN PRESSURE:_--P.S.I." D (4'-0" MIN.) l SEE TRENCH DETAILS FOR PIPE BEDDING - 3" COVER REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS * PIPE DIMENSIONS TIE RODS REQ'D SIZE (INCHES) A B C D DIA, NO. NOTE THRUST BLOCK AREAS TO BE COMPUTED ON BASIS OF LBS. PER SO. FT. SOIL RESTRAINT (1,500 MIN) BEARING. SEE NOTE 5 • TO BE COMPLETED BY ENGINEER. WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL 16" VINYL CONTINUOUS MAX. 36" WARNING TAPE 1 MIN. J TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER LINE B. LETTERING: "CAUTION: SEWER LINE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW" OR SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS, THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 SEE NOTE 1 SHEETED TRENCH UNSHEETED TRENCH UNDISTURBED' EARTH CONCRETE lmzh", .. SIDESCAN BE FORMED CONCRETECONCRETE 4" M ROCK UNDISTURBED EARTH FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH 10" MIN. "D" 6" SEE NOTE 1 • MIN. (TYP.) SHEETING SIDES CAN BE FORMED D"/4 "D"/2 3000 PSI •.' T CONCRETE "r 6" MIN. / UNDISTURBED EARTH CONCRETE CRADLE NOTES: 1. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS RESTRAINED JOINT DUCTILE IRON PIPE 36" MIN. (SEE NOTE 2) COVER .VENT HC LE 4" MIN. �- 6" MIN. -►- STEEL CASING PIPE DUCTILE IRON PIPE CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD, FOUR -4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD 1999 FIG. 106 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR PLUG -1 Eff r- CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP.) AREA FOR PLUG F TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR t- PLUG TEE W WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE wnYER <." a+ 2-1/2 SERVICE ° DIRECTION & N0. ° ' TURNS TO OPEN C Q0 ° WATER APPLICABLE VALVE e; N a°` BOX AND COVER ° '° 41 (SEE FIG. 115) 12" ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD 240 _ (FLUSH WITH FINISHED GRADE) a 2,. #4 REBARS p ' ALL AROUND a' a WATER 24" ° a. APPLICABLE VALVE A. BOX AND COVER 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 2" D.I. VENT PIPE RESTRAINED ON EACH SIDE OF FITTING(S), W/SCREEN MESH 4' x 4' PRECAST OPENING AND 4'x4" SUPPORT POST (TYP. FINISHEDCONCRETE VAULT LOCATION) GRADE 36" SQ CAST IRON FRAME �-. . AND COVER WITH 4" MAX. - PIPE PLUG (TYP.) 17-1/4" SOIL (TYP.) ACCESS LID. 2" NIPPLE CONCRETE THRUST ---CAST IRON 52 GATE GROUT THREADED PLUG BLOCK (TYP.) 8/2 \ 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR PLUG -1 Eff r- CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP.) AREA FOR PLUG F TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR t- PLUG TEE W WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE wnYER <." a+ 2-1/2 SERVICE ° DIRECTION & N0. ° ' TURNS TO OPEN C Q0 ° WATER APPLICABLE VALVE e; N a°` BOX AND COVER ° '° 41 (SEE FIG. 115) 12" ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD 240 _ (FLUSH WITH FINISHED GRADE) a 2,. #4 REBARS p ' ALL AROUND a' a WATER 24" ° a. APPLICABLE VALVE A. BOX AND COVER 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 TO BE RESTRAINED ON EACH SIDE OF FITTING(S), LOCATTIION)POST(11P. • • • CAST IRON FRAME �- AND COVER WITH `= ACCESS LID. PROPOSED ,-GROUT �-. • • UNDISTURBED �- - PIPE PLUG (TYP.) � '2" SOIL (TYP.) PORT WITH 2" NIPPLE CONCRETE THRUST ---CAST IRON 52 GATE i 11 `: THREADED PLUG BLOCK (TYP.) 8/2 2" NIPPLE •,t•`�a•`y+ver `g•`- 90�'V'r�J .�..� ,4.,4..4..E „�.,t .� ,�.,� ,�,.•�.; ..� :�..8 a ,�: d: B,p.,i. •` ,� .0 .C: BEDDING• OUT • 24 • • /� 2" 90' BEND CONCRETE FOOTING. 2" NIPPLE 2" UNION WITH MORTAR FOR FORCE 2" BRASS PIPE 9 I IMAIN THRUST OR WATER MAIN = FORCE MAIN 11-1/4' BEND OR WATER MAIN SEE NOTE SERVICE SADDLE PER SPECIFICATION Y . [:::SERVICE SADDLEPER 50.5.4 •�•�r.�•', (TYP.) FITTING SPECIFICATION 77 94 CONCRETE 125 SECTION 50.5.4 • . G? \ • G REDUCERS NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN 8" x 16" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 112 UNDISTURBED SOIL (TYP.) EDGE OF TRENCH (TYP.) AREA FOR PLUG -1 Eff r- CROSS W/PLUG CROSS W/ TWO PLUGS AREA TEE WOOD BLOCKING (TYP.) AREA FOR PLUG F TEE TEE W/PLUG AREA FOR AREA FOR 45' BEND TEE AREA FOR t- PLUG TEE W WYE END PLUG THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 103A 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD #4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE wnYER <." a+ 2-1/2 SERVICE ° DIRECTION & N0. ° ' TURNS TO OPEN C Q0 ° WATER APPLICABLE VALVE e; N a°` BOX AND COVER ° '° 41 (SEE FIG. 115) 12" ANCHORS 3000 P.S.I. MIN. (TO BE APPROVED CONC. MIN. BY CITY) VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD 240 _ (FLUSH WITH FINISHED GRADE) a 2,. #4 REBARS p ' ALL AROUND a' a WATER 24" ° a. APPLICABLE VALVE A. BOX AND COVER 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD 1999 FIG. 107 2" D . VENT PIPE W/ SCREEN MESH OPENING AND 4"x4" TO BE RESTRAINED ON EACH SIDE OF FITTING(S), LOCATTIION)POST(11P. CAST IRON FRAME �- AND COVER WITH EXISTING/ ACCESS LID. PROPOSED ,-GROUT �-. REMOLDED PLASTIC--- •• UNDISTURBED �- - PIPE PLUG (TYP.) � '2" SOIL (TYP.) HANDLE 2" NIPPLE CONCRETE THRUST ---CAST IRON 52 GATE i 11 `: VALVE BLOCK (TYP.) 8/2 2" NIPPLE •,t•`�a•`y+ver `g•`- 90�'V'r�J .�..� ,4.,4..4..E „�.,t .� ,�.,� ,�,.•�.; ..� :�..8 a ,�: d: B,p.,i. •` ,� .0 .C: BEDDING• SEE NOTE 3 24 • • /� 2" 90' BEND CONCRETE FOOTING. 2" D . VENT PIPE W/ SCREEN MESH OPENING AND 4"x4" TO BE RESTRAINED ON EACH SIDE OF FITTING(S), LOCATTIION)POST(11P. CAST IRON FRAME �- AND COVER WITH EXISTING/ ACCESS LID. PROPOSED ,-GROUT PAVEMENT -�FINISHED GRADE UNDISTURBED �- 8" OPERATOR 8 SOIL (TYP.) HANDLE // 2" VALVE (TYP.) CONCRETE THRUST ---CAST IRON 52 VALVE BOX 5" WALL (MIN.) TOP SECTION BLOCK (TYP.) 8/2 EXTENSION - 2" PORT WITH ROD AS THREADED PLUG REQUIRED SEE NOTE 3 24 GROUT /� 2" 90' BEND 2" NIPPLE 2" UNION N 2" BRASS PIPE 9 2" GATE VALVE THRUST WASTEWATER = FORCE MAIN 11-1/4' BEND OR WATER MAIN 3 SERVICE SADDLE PER SPECIFICATION SECTION 50.5.4 NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES, VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD 1999 FIG. 113 OFFSET (AS REO'D) TO BE RESTRAINED ON EACH SIDE OF FITTING(S), DIP: CL350 VERT. UP/HORIZ. BENDS WOOD FORM BOARDS BEHIND EDGE OF CRO;GCUT PIPE SIZE BELL SHALL NOT INTERFERE UNDISTURBED 4" 6" 8" WITH JOINT (TYP.) 8 SOIL (TYP.) 20 29 CONCRETE THRUST 44 52 59 65 / MAX. rurR REcvam w.mR M,MC 1" � �� � � 6 INCHES i BLOCK (TYP.) 8/2 45' BEND TRENCH WIDTH 12 15 1 18 = 24 27 (RECLAIMED WATER) 22-1/2' BEND 4 N Q 9 10 THRUST 13 = 11-1/4' BEND EDGE OF 3 4 4 5 6 TRENCH THRUST BLOCK (TYP.) FITTING MIN AREA (SQ. FT.) 77 94 CONCRETE 125 140 THRUST BLOCK REDUCERS NOTES: 1. THRUST BLOCK BEARING AREAS SHALL BE POURED AGAINST UNDISTURBED MATERIAL. WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND 6X4 31 8X4 57 TO UNDISTURBED MATERIAL. 10X6 59 10X8 32 2. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. JOINTS, 12X8 59 12X10 32 NUTS AND BOLTS SHALL NOT BE COVERED BY THRUST 14X8 84 SIZE NOTES: RESTR. LENGTH BLOCKS. FITTINGS SHALL BE PROTECTED BY POLYETHYLENE 16X8 106 16X12 60 FILM (8 MIL.) PRIOR TO PLACING CONCRETE THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITTING ARRANGEMENT. 5. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 6. ALL THRUST BLOCKS SHALL BE ALLOWED TO SET FIVE (5) DAYS BEFORE PRESSURE TESTING, UNLESS HIGH EARLY STRENGTH CONCRETE IS USED AND CITY HAS APPROVED A SHORTER PERIOD. SCHEDULE FOR THRUST BLOCK AREAS + HPE 80 45 22-1/2 11-t/4 TEE 9 DESIGN 9ff BEND BEND AEW D RUG PRESS pNCHES) (SQ PT) (SQ FT) (SQ ET) (SQ En (SQ n) (PS) 4 B 8 10 12 THW6f soot ICAs TO BE IXWITED ON BM a LBB EER SQ n. SOL RESIRW TIMMN) e� • TO BE COMPLETED BY ENGINEER. THRUST BLOCK DETAILS CITY OF SANFORD 1999 FIG. 1036 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN TYPICAL PIPE 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SEWER LINE SEWER LINE 10" TO 18" PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. 3Nn ayAm 3Nn N3M35 3Nn tL3W35 SEWER UNE SEMI? UNE SEWER UNE 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 3Nn malas 31111 malas 3Nn N3A3s SEWER UNE SEWER UNE SEWER UNE VA t. SEWER UNE ' SEWER UNE SEWER UNE , PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) J �� UNE MAX. SEWER UNE i" SEWER UNE 6" FOR SEWER LINES - TAPE SHALL BE GREEN WITH BLACK LE,TERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 106 ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS IRRIGATING WITH 11/4" 2" 3/4" RECLAIMED 12" WATER DO NOT DRINK 1 1/2" 0 36" (MAX) o 0 0 0 1/2" BORDER 0 0 . . . . . . • o . . . . NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LANDSCAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND SHALL BE PANTONE PURPLE 522C, LETTERS SHALL BE WHITE. 3. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4. POST SHALL BE U CHANNEL 2 LB. HOT ROLLED HIGH TENSILE RAIL OR BILLET STEEL, HOT DIP GALVANIZED PER ASTM A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL 6. SIGNS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY APPROVED ENGINEERING PLANS AND/OR AS APPROVED BY THE UTILITIES DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD 1999 FIG. 114 / l -r\1 /'1C CAAIEr%Mn 1ITI1 ITV CTAAIMAmr, nrcrAll C` DATE APPROVED AA (SDI IkAOTnkl DC f1E-Tnr)l MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S), DIP: CL350 VERT. UP/HORIZ. PIPE SIZE j 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 90' BEND 20 29 37 44 52 59 65 / MAX. rurR REcvam w.mR M,MC 1" � �� � � 6 INCHES i IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN 45' BEND 8 1 12 15 1 18 21 1 24 27 (RECLAIMED WATER) 22-1/2' BEND 4 6 7 9 10 12 13 11-1/4' BEND 2 3 4 4 5 6 6 PLUG OR BRANCH OF TEE 42 60 77 94 109 125 140 REDUCERS SIZE RESTR. LENGTH 6X4 31 8X4 57 8X6 33 10X6 59 10X8 32 12X6 82 12X8 59 12X10 32 14X6 103 14X8 84 SIZE NOTES: RESTR. LENGTH 16X6 123 16X8 106 16X12 60 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY JO TO 0 GREATER THAN LENGTH SHOWN IN RESTRAINED JOINTS EQUAL R Q TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: *TYPE OF PIPE: DIP____ *WORKING PRESSURE:__ 150_-P,S.I, *SOIL DESIGNATION: SILT SAND *LAYING CONDITIONS: __ III --- * TO BE COMPLETED BY THE ENGINEER 6. FOR HDPE PIPE OR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. RESTRAINED PIPE TABLE ( DIP ) CITY OF SANFORD 1999 FIG. 1048 PVC PIPE COLOR PANTONE PURPLE 522C TYPICAL PIPE 2" TO B" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. RECLAIMED WATER MAIN RECLAIMED WATER MAIN 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. % wv1� .AIF)t r� ISCVAfD MAIEA u.W R.AM•D MiER YNN j 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. ', Nr,. Bu.. m.rvsl InR Bur• a�R. MrR eMVW a.aa:oE i ' ' � � 7777 / Rccuaro wAm YNN serum w.R .. . .A,ER •,1.I �aA.m u,a uuI Rca�a•a w,nR N,uR i ; ; PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) / 12" / MAX. rurR REcvam w.mR M,MC 1" � �� � � 6 INCHES i IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 131pig-000001 will RECLAIMED WATER SEWER ❑DOD ❑DDDDDD❑ 1111011...000 6" BRANC 1111000 ...011110 1111011 D 1111.0131111 1111❑ CONNECTION ❑D❑ 5' MAX. 6" 45' WYE ❑ ❑ ❑ WATER D D D s�A VICE CLEAN UT (SEE OTE 2) pQ OF VERTICAL PIPE REMOVABLE PERMANENT UG TYP) C7 0000000D.D00 .0000000.0 VICE CLEAN-OUT 00000000 000000 LO POTABLE WATER w NOTE: STANDARD DROP DETAIL APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER � 6" 5' 3 BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS F SER CLEAN-OUT CITY OF SANFORD PL N E NOTE 1999 FIG. 115 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) AT FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE I (SEE FIGURE 107) I ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 BOX SHALL REST ON BEDDING ROCK, NOT M.J. PLUG VALVE ON VALVE OR PIPE AND SHALL BE CONTINUOUS COLOR O° CENTERED ON CODED 14 GAUGE -�- L O UDC OPERATING NUT INSULATED WIRE 0$OO�Ocb (NON-METALLIC 0 0 0 0 PIPES ONLY) ..O O O O C,. WASTEWATER 6" BEDDING ROCK FORCE MAIN NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 203 #9 ALUM. CLIPS 2'-0" MAX. 10'-0" TO CENTER MAX SPACING TOP RAIL POST CAP POST STRETCHER #9 TIE WIRES CORNER - BARS B o F 12" O.C. FAB 3/8" ROUND TRUSS BARS LINE POST (SEE NOTE 1) 2 TURNBUCKLE TENSION WIRE GRADE D 3000 PSI CONCRETE { 12" --I 12„ FENCE DETAIL 3/8" ADJ. GATE POST --I rGATE CORNER TRUSS RODS -1 T -GATE FRAME /-GATE POST r 20' MAX. - DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS BARS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A CORNER POST ONLY. 2. ALL MATERIALS SHALL HAVE A FACTORY APPLIED BLACK VINYL COATING. CHAIN LINK FENCE DETAIL CITY OF SANFORD 1999 FIG. 304 6" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) --FINISHED GRADE �- 24" DIA. MIN. 3000 PSI CONC. Qa NOT TO BE USED FOR THIS PROJECT. REFER TO SHEET C-13 FOR CORRECT PIPE BOLLARD TYPE. NOTE: SITE LOCATION AND THE DEVICE TO BE PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD CITY OF SANFORD 1999 TFI 116 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SLIP PROPERTY RIGHT-OF-WAY ACCESS HATCH (ALUMINUM) WIRING FROM PUMP STATION PRESSURE SWITCH 2" BRONZE, BRASS, OR 2" CAP (MIN) BRASS SHUT OFf `RESILIENT BALL VALVE VALVES AND FIT It GS 2" MIN TEE OIL -FILLED CAST IRON PRESSUREVALVE BOX 4 -BRASS DRAIN VALVE GAUGE 2" MOSS 2" MIN DIA PIP BALL CHECK V LVE (FULL FLOW) 2" BRASS HORIZONTAL E FLANGED TEE GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORCE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS 3B' PRIVATE CONSTRUCT AND INSTALL f 1/4• PUMP STATION 24" SECTION 22.5.2 OF THE SIGN IN ACCORDANCE WITH (OWNER'S NAME) XXXXXXX UTILITIES MANUAL (PHONE NUMBER) 000 000-0 1/a T/Y BORDER /- FINISH GRADE PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 VA TYP TROWEL -FINISHED T WYE WITH CONCRETE BENCHING 6" BRANC CONCRETE BASE LINE SEWER MAIN SIZE VARIES CONNECTION 5' MAX. 6" 45' WYE DETAILS BEND 6" GH CONCRETE ENCASEMENT k - s�A VICE CLEAN UT (SEE OTE 2) pQ OF VERTICAL PIPE REMOVABLE PERMANENT UG TYP) C7 PLUG (TYP) VICE CLEAN-OUT MANHOLE FRAME & COVER NOTE 2) LO (SEE FIGURE 202) w LIN STANDARD DROP DETAIL O z TYPICAL L CA ON OF 3 LOCATOR EV E � 6" 5' 3 Y z a UNPAVED AREAS. I BE D 2 COURSES OF BRICK (MIN.) F SER CLEAN-OUT PL N E NOTE 2) 1'-6" MIN. FINISHED GRADE w o 3 /SLOPE TO / PVC TERMINAL DEPTH AT 2'-O" � 1.0% MIN. (TYP) > INSIDE WAL TERMINAL DEPTH ROTATE 6" PVC AS REQUIRED FOR PRE -PRIMED 30 (TYP.) SPRING LINE SERVICE (3' MIN.) 1n 0 a TERMINAL DEPTH (SEE NOTE 1) (TYP-) 5" MIN. ¢ w PRE -PRIMED AS REQUIRED FOR SERVICE (3' MIN.) SEWER MAIN 0 (TYP•) SEALER WITH SINGLE DOUBLE ♦- PROTECTIVE SERVICE SERVICE W O PROFILE ENCHING PER SPECIFICATIONS 121„ NOTES: w 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE W 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION o BY THE CONTRACTOR. m 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED JOINT WITH 0 AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL THE ENGINEER AND BE 6 INCHES IN DIAMETER AS A MINIMUM. n 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT 9„ i. FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). In �9"�_T SECTION JOINT DETAIL SANITARY SEWER LATERAL DETAIL BEDDING ROCK 0 O CITY OF SANFORD 1999 FIG. 204 CONCRETE STRUCTURE WITH PROPERTY TRAFFIC BEARING COVER LINE LOCKABLE NON SLIP PROPERTY RIGHT-OF-WAY ACCESS HATCH (ALUMINUM) WIRING FROM PUMP STATION PRESSURE SWITCH 2" BRONZE, BRASS, OR 2" CAP (MIN) BRASS SHUT OFf `RESILIENT BALL VALVE VALVES AND FIT It GS 2" MIN TEE OIL -FILLED CAST IRON PRESSUREVALVE BOX 4 -BRASS DRAIN VALVE GAUGE 2" MOSS 2" MIN DIA PIP BALL CHECK V LVE (FULL FLOW) 2" BRASS HORIZONTAL E FLANGED TEE GATE VALVE INFLOW OUTFLOW FROM PRIVATE TO CITY PUMP STATION FORCE MAIN FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WITH 2" SQUARE ACTUATING NUT NOTES 1.THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHALL BE RIGIDLY SUPPORTED. 2.DIMENSIONS WILL VARY ACCORDING TO LINE SIZE. MINIMUM SIZE OF BOX SHALL BE 48 INCHES BY 48 INCHES WITH A 24 INCH BY 36 INCH MINIMUM STRUCTURAL ALUMINUM ACCESS HATCH COVER. ALL HARDWARE AND LOCK BRACKETS SHALL BE 304 STAINLESS STEEL. 3.PRESSURE SWITCH SHALL BE ADJUSTABLE WITH THE INITIAL SETTING TO CUT OFF PUMP STATION AT A FORCE MAIN PRESSURE OF 20 P.S.I. THE ON AND OFF PUMP DIFFERENTIAL SHALL BE 10 P.S.I. AND ADJUSTABLE. ALL LETTERS 2" IN HEIGHT WITH 3/4" SPACING BETWEEN ROWS 3B' PRIVATE CONSTRUCT AND INSTALL f 1/4• PUMP STATION 24" SECTION 22.5.2 OF THE SIGN IN ACCORDANCE WITH (OWNER'S NAME) XXXXXXX UTILITIES MANUAL (PHONE NUMBER) 000 000-0 1/a T/Y BORDER /- FINISH GRADE PRIVATE PUMP STATION PRESSURE SWITCH AND SIGNAGE DETAILS CITY OF SANFORD 1999 FIG. 305 PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. VENT 'AIL THIS SHEET) "/ SNB -OUT CLEANOUT TO BE iLiul GRAVITY 5" FROM BUILDING (SEE DETAIL THIS SHEET) 4" SERVICES SNB -OUT VACUUM VALVE (SCH 40 PVC) STORAGE PIT VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4" PVC RISER 4" PVC C.O. THREADED CAP 45• BEND STRUCTURE x. TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 17�T 7�r�nnn�,n_nr_mr�naya DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 1 7-12 13-20 21-25 26-35 TROWEL -FINISHED 54-57 CONCRETE BENCHING CONCRETE BASE SEE MANHOLE i� INFLUENT SEWER CONNECTION (SEE NOTE 3) DETAILS CONCRETE ENCASEMENT k - s�A pQ OF VERTICAL PIPE 5 C7 DROP PIPE MANHOLE FRAME & COVER (SEE NOTE 1) (SEE FIGURE 202) SET COVERS FLUSH IN PAVED AREAS & AT STANDARD DROP DETAIL FRAMES BEDDED IN MORTAR ELEVATIONS SHOWN IN Y z a UNPAVED AREAS. I 2 COURSES OF BRICK (MIN.) F 4 COURSES (MAX.) z 1'-6" MIN. w o 3'-0" MAX. 5" 2'-O" � a > INSIDE WAL OUTSIDE WALL a � PRE -PRIMED BITUMINOUS EPDXY COATINGS m 1n 0 a JOINT SURFACES PER SPECIFICATIONS 7 4'-0" (SEE NOTE 5) 5" MIN. ¢ w PRE -PRIMED PRE -MOLDED PLASTIC JOINT 0 JOINT SURFACES SEALER WITH ♦- PROTECTIVE W O WRAPPER ENCHING PER SPECIFICATIONS 121„ D w (WRAPPER TO W W BE REMOVED) o 6„ COMPLETED m REINFORCEMENT AND JOINT JOINT WITH 0 DETAIL TO BE DESIGNED BY MIN. SQUEEZE -OUT SQUEEZE -OUT THE ENGINEER AND + 8" MIN. n APPROVED BY THE 9„ a 9„ i. CITY. ,9 �-11 In �9"�_T SECTION JOINT DETAIL BEDDING ROCK 0 O 2" MIN. CAST -IN-PLACE PRECAST MONOLITHIC CONCRETE BASE BASE r TYPICAL MANHOLE DETAIL n CITY OF SANFORD O 1999 FIG. 200A PRODUCTS AND MATERIALS: A. PIPE PIPE SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE CONFORMING TO ASTM D1784 AND D1785. B. FITTINGS FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SOL- VENT WELD CONNECTIONS. FITTINGS SHALL CONFORM TO ASTM F348, D2466 AND D3036. C. PVC CLEANER, PRIMER AND GLUE A SEPARATE CLEANER, PRIMER AND GLUE SHALL BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGNATION D2564. INSTALLATION DETAILS: ILLUSTRATED BELOW ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. VENT 'AIL THIS SHEET) "/ SNB -OUT CLEANOUT TO BE iLiul GRAVITY 5" FROM BUILDING (SEE DETAIL THIS SHEET) 4" SERVICES SNB -OUT VACUUM VALVE (SCH 40 PVC) STORAGE PIT VACUUM MAIN TYPICAL SERVICE CROSS-SECTION 4" DIA 6" LONG SPOOL PIECE WITH 1/8" STAINLESS STEEL MESH TRASH GUARD 90' BEND 90' BEND 4" PVC RISER 4" PVC C.O. THREADED CAP 45• BEND STRUCTURE x. TEE D.W.V. WYE 4" SCH 40 PVC C.O. TYPICAL SERVICE VENT AND CLEAN-OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD 1999 FIG. 205 17�T 7�r�nnn�,n_nr_mr�naya DIAMETER (INCHES) THICKNESS (INCHES) HEIGHT (FEET) MATERIAL MANUFACTURER 3-6 1 7-12 13-20 21-25 26-35 48-53 54-57 58-60 61-66 67-72 NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". SEE SECTION 20.4.3 OF THE MANUAL FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4. EACH BENCH WALL SHALL BE A MINIMUM OF 18 INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. 5. MANHOLES RECEIVING FORCE MAIN DISCHARGE SHALL HAVE AN INTERIOR LINER AS SPECIFIED IN SECTION 42.2.2 OF THE UTILITIES MANUAL. TYPICAL MANHOLE DETAIL CITY OF SANFORD 1999 FIG. 2006 NIBCO 3" DWV 90' STREET ELL COMBINED VALVE PIT AND TANK ARRANGEMENT CITY OF SANFORD 1999 FIG. 206 PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) v ' SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL a STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 TEE PRECAST MANHOLE , WALL i� INFLUENT SEWER (SEE NOTE 3) CONCRETE ENCASEMENT k - OF VERTICAL PIPE INLET CONNECTION C7 DROP PIPE AS REQUIRED (SEE NOTE 1) 90' BEND STANDARD DROP DETAIL PRECAST MANHOLE WALL COLLAR ENCASED IN NON -SHRINK GROUT FLUSH WITH MANHOLE PVC OR DIP WALL (SEE NOTE 2) v ' SPECIAL DETAIL FOR 24" DIAMETER PIPE AND LARGER PRECAST MANHOLE WALL a STAINLESS STEEL PVC OR BAND DIP STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATERTIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THE OUTFLOW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD 1999 FIG. 201 I S CITY OF SANFORD Y F - z 0 O w CL H a z DID m O V) J a H- a zs aF 0 U � as � cD a 0 O F a w z O Y w o a a rI aF I d Of o a �ozzx k' cn a < M , w Llj (nULL I a g � � ® a n IAC PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RELFASF."nR "STnRm WATER" AS APPLICABLE ALL COVERS USF "AS" OR EQUAL. IE PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. HOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE V CHAIN LINK FENCE PER SECTION 22.3.10 RTU ANTENNA AND 46.8 OF THE MANUAL (SEE FIGURE 304) * 5,L A --IRRIGATION * SYSTEM (TYP) CONTROL PANEL MIN (SEE FIGURE 301) 3/4' IRRIGATION 1" WATER SERVICE METER HOSE BIBB z 10' WIDE W/BFP DEVICE * CONCRETE 0 z R/W 3' 5' (MIN.) 5' SIDEWALK 2 - 6' SWI G GATE -1 5' 5' BACK OF CURB STREET LIGHT 3/4" POTABLE C/L -PUBLIC R/1^! WATER METER RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL. NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE, 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. Ak / ITV nC' C A tiiCnMn I ITII ITV CTA Aln A on nc-"rA II C- DATE 1 nnn I APPROVED k npl I►I[]TnAI ric- li l--Tr)o r) C7 Y z a Y z a F YY z z W m p z o o o_ w a a � z m p O U 0 0 ♦- w O D= � W W o 0 n m 0 0 w w Q d n `c0 a n i. O In c't 0 O 0 3 o J r M n t O Q N M 0 ED > aM N�M Om O ¢> m> L 0O N Eo. N M1 f In to n Tm- CJ rk I S CITY OF SANFORD Y F - z 0 O w CL H a z DID m O V) J a H- a zs aF 0 U � as � cD a 0 O F a w z O Y w o a a rI aF I d Of o a �ozzx k' cn a < M , w Llj (nULL I a g � � ® a n IAC PACKAGE 1999 FIG. 207 RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER "SANITARY" OR "WATER AIR RELEASE" "SEWER AIR RELFASF."nR "STnRm WATER" AS APPLICABLE ALL COVERS USF "AS" OR EQUAL. IE PLAN "CITY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2" MIN. HOLE FRAME: USF "227" INLET FRAME: USF "1295" OR EQUAL. ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD 1999 FIG. 202 4" THICK 3000 PSI LIMITS OF TRACT TO BE CONCRETE SLAB DEDICATED TO CITY OF SANFORD TO WITHIN 3" OF FENCE V CHAIN LINK FENCE PER SECTION 22.3.10 RTU ANTENNA AND 46.8 OF THE MANUAL (SEE FIGURE 304) * 5,L A --IRRIGATION * SYSTEM (TYP) CONTROL PANEL MIN (SEE FIGURE 301) 3/4' IRRIGATION 1" WATER SERVICE METER HOSE BIBB z 10' WIDE W/BFP DEVICE * CONCRETE 0 z R/W 3' 5' (MIN.) 5' SIDEWALK 2 - 6' SWI G GATE -1 5' 5' BACK OF CURB STREET LIGHT 3/4" POTABLE C/L -PUBLIC R/1^! WATER METER RECLAIMED WATER MAIN * THIS DIMENSION SHALL BE EQUAL TO THE DEPTH OF THE W WET WELL. NOTES: DETAIL 1. DRIVEWAY AND APRON SHALL BE SIX (6) INCH THICK, 3000 P.S.I. CONCRETE. 2. POWER TO THE PUMP STATION SHALL BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3. LANDSCAPING SHALL BE REQUIRED AROUND PERIMETER OF FENCE, 4. DEVELOPER SHALL INSTALL AN AUTOMATICALLY CONTROLLED AC POWERED SPRINKLER SYSTEM FOR LANDSCAPING. RECLAIMED WATER SHALL BE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN.) SITE SPECIFIC DETAIL DRAWING ON FIGURE 302. 6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL UTILITY ACCOUNTS DURING CONSTRUCTION UNTIL PROJECT IS ACCEPTED BY THE CITY. PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD 1999 FIG. 300 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. Ak / ITV nC' C A tiiCnMn I ITII ITV CTA Aln A on nc-"rA II C- DATE 1 nnn I APPROVED k npl I►I[]TnAI ric- li l--Tr)o r) SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE (SEE FIGURE 107) ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX BOX SHALL REST ON RESILIENT SEAT BEDDING ROCK NOT M. J. GATE VALVE ON VALVE OR PIPE AND SHALL BE WATER 00 10 CENTERED ON MAINS OPERATING NUT CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WIRE Mx1i11Rem ieINa NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 BALL VALVE FOR 2 INCHES AND BELOW (DOMESTIC AND IRRI- GATION ONLY. 2 REQUIRED) TEST COCK (TYP.) - THREADED NIPPLE (TYP.) SLOPE FROM MAIN z a f � N M FINAL GRADE DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY �- DIELECTRIC UNION (2 REQUIRED) 90' BEND (2 REQUIRED) SLOPE / , i\\ T EE3 TO SERVICE 2 INCH AND BELOW ASSEMBLY NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. (FIGURE 500A). 3. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE, ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. (FIGURE 500B). 4. VALVES SHALL BE CHAINED CLOSED.(FIGURE 5008) 5. ALL FIRE LINES SHALL BE AS APPROVED BY THE FIRE DEPT. (FIGURE 5008). 6. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 7. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. (FIGURE 500B) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500A TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection is required at all connections between existing active water mains and proposed new water main improvements. 2. The detail above is to be used for filling any new water main of any size from existing active water mains and for flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSminimum velocity) and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the new main has been successfully completed and clearance for use from the Florida Department of Environmental Protection (FDEP) and other pertinent agencies have been received. The jumper connection shall also be used to maintain a minimum pressure of 20 s' the new mains after disinfection and until the p psi In FDEP clearance letter Is obtained adequate. Thrust blocking and/or restraints shall be provided temporarily, as required. Pi and fittings used for connecting the new pipe to the P P Y. q Pe 9 9 PP existingpipe shall be disinfected prior o installation in accordance with AWWA C651 pp p ort 1992 edition. The topping sleeve and the exterior of the main to be tapped shall be disinfected by spraying or swabbing per section II of AWWA C651-92. 3. Flushing of 10 inches in diameter and larger water mains may be done through the tie-in valve under very controlled conditions. The following procedures shall be followed: A. The tie-in valves shall be operated and pressure tested in the presence of the utility company and engineer to verify water tightness prior to tie-in. Valves which are not water tight shall be replaced with a new valve installed immediately adjacent to the leaking valve. B. The temporary jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bac- teriological sampling of the new main as required by the FDEP permit. * Flushing shall not be attempted during peak demand hours of the existing water mains. * All downstream valves in the system must be open prior to opening the tie-in valve. * Provide for and monitor the pressure in the tie-in point. The pressure in the existing main must not drop below 35 psi. * The tie-in valve shall be opened a few turns only, ensuring a pressure drop across the valve is greater than 10 psi. C. The tie-in valve shall be locked closed by the utility company until flushing begins. D. The tie-in valve shall be opened only for flushing of the new main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the tie-in valve shall be closed and locked in the closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check backflow prevention device has been tested and is in good working order at the time of installation. 5. Except as required to flush lines of greater than 8 inches in diameter, the tie-in valve shall remain closed and shall be locked in the closed position by the utility company. The tie -In valve shall remain locked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other pertinent agencies, the contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2 inch brass plugs. 7. All installation and maintenance of the temporary jumper connection and associated backflow prevention device, fittings, valve, etc. shall be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 5048 COVER (SEE FIGURE 115) T r BACKFILL SPLICE BACK INTO MAIN \ o LOCATE WIRE I BUTTERFLY VALVE ° � o 0 -VALVE PAD IN UNPAVED AREAS (SEE FIGURE 107) -FINISHED GRADE N 14 GAUGE COLOR CODED INSULATED LOCATE WIRE -ADJUSTABLE CAST IRON VALVE BOX � o o o 0 UNDISTURBED BEDDING ROCK EARTH NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. ALL WATER SHUT-OFF VALVES THIRTY (30) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE SECTION 52.3 OF THE UTILITIES MANUAL. 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTILITIES MANUAL. BUTTERFLY VALVE AND BOX DETAIL CITY OF SANFORD 1999 TG. 401 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) TEST COCK (TYP.) ODS ON D.I.P. RISER (TYP) FLANGED 90' BEND 4" CONCRETE SLAB (2 REQ.) WITH N0. 6 x 6 X W10 x W10 f WIRE MESH SLOPE �-24" a n SLOPE 1/2" PREFORMED JOINT 36" MIN. COVER ADJUSTABLE 1, ��� MATERIAL BETWEEN �j\� SUPE O11T STFNDSi PIPE AND CONCRETE SLAB (TYP) FROM J- TO MAN 90' BEND (2 REQ.) SERVICE THRUST COLLAR RODDED TO THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED 90' BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL VALVE 1'0" MIN (2 REQUIRED) • 5'0" MIN CONCRETE SLAB ABOVE GROUND DEVICE WITH 2'0" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 500B J Jl,7z $F a o FACING STREET F -W 2 WSJ zea w zMa a' U0< w�¢ I owe owe 0 W u FACING STREET N J 'a w z < � w o_ 3o METER BOX AND LID UNION UNION TO BE FLUSH WITH a FINISHED GRADE. Ld M J HYDRANT 0 0 12" TO 30" Z 11 12" MIN. z�°= U 007 x O M .a METER U <oF CURB STOP O WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD CITY OF SANFORD >00) LJ d 2 w w APPLIES ONLY IF IRRIGATION METER HAS FIG. 505 EL e CORP. STOP THE IRRIGATION METER WILL BE PARALLEL > ow z aw SAME SERVICE CONNECTION. Z NOTES: yJ F <ob w2m >w} mo m BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK mZ o ED wW woo 6a�FL= ; 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. « Qo m w >,ON 4. DEVICE SHALL BE 12 INCHES (MINIMUM) K a IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY Z O UZ�W Z� �f} 1: 1999 FIG. 502 U2� wzw p M z U W OmwF o a m Www <?N Q J MQ o _UM 3 p�Z mQm g U UO NzW w ZI 3 oa< W Y¢ WUZ Z amWF Q�v1N z ZI J i Q�Q 3 m Q mq J a 0 o w ¢wz iv O 3 Y N J J w 001_ F r 2 o N U z ��go 2 U +0� OI 0 = 0 N50 N ¢ U Z 2 m 0 7 M J uT x m lo wm D z� 3 1 w mm 3LU f o ZZ of > N ZI ED LD m 0 M 0 o EL 0 X as EL RE- Fp}F- F 0 = o Z J FACING STREET N J VALVE PAD z < � w o_ 3o METER BOX AND LID UNION UNION TO BE FLUSH WITH a FINISHED GRADE. NOTES: M J HYDRANT 0 0 12" TO 30" Z Vl> 12" MIN. z�°= U 007 x O M .a METER EXTERIOR ENAMEL. CURB STOP TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD CITY OF SANFORD 1999 APPLIES ONLY IF IRRIGATION METER HAS FIG. 505 HYDRANT OPERATING NUT HOSE NOZZLE - 24" SQUARE AND - 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2) 2- #4 AT 9 - D.C. ALL AROUND COMPACTED J BACKFILL SEE NOTE 3 PUMPER NOZZLE J FACING STREET PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R VALVE PAD z < (SEE FIGURE 107) Wo 0 3o METER BOX AND LID UNION UNION TO BE FLUSH WITH 6" FINISHED GRADE. NOTES: M J HYDRANT wANCHORING TEE 12" TO 30" > 6 12" MIN. z�°= 6" BEDDING ROCK -� 6" PIPE -J MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP-) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM, 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 [FIG. 402 TRAFFIC COVER -\\ WHERE REQ'D. DOUBLE METER BOX (18' x 24' MIN.) FINISHED GRADE 4" i 2" CAP - 2" GATE VALVE 2" 90' BEND U0 •°° �°Q$or��o b �b -b0 boo - b00$-iC 6„ 2" 90° BEND RESTRAINED JOINT DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 RIGHT OF WAY UNE �� VARIES LIMITS OF UTILITY EASEMENT CONCRETE SLAB BYPASS FLANGED TEE (2 REQUIRED) ATE 5'0" MIN. AIN VALVE oI METER &STRAINER b (SEE NOTES 9-10) 1L. 2'0' MIN. 2'0' MIN. 12' SPOOL PIECE DOUBLE CHECK OR REDUCED FLANGED "Y TO BYPASS PRESSURE ZONE DETECTOR ASSEMBLY AS REQUIRED BY THE CITY 1/2" PREFORMED JOINT MATERIAL BETWEEN PIPE O.S. & Y. RESIUENT SEAT VALVES AND CONCRETE SLAB (5 REQUIRED) 90' FLANGED BEND 4" CONCRETE SLAB WITH - RODS ON D.I.P. RISER NO. 6 x 6. W10 x W10 12" IN. PARE MESH SLOPE 36" MAX. FINISHED GRADE SLOPE AIN ATE VALVE p 90' MJ BEND (2 REQARED) -7 FROM MAIN TO SERVICE - THRUST COLLAR IN RODDED TO 90' BEND OR RESTRAINED ADJUSTABLE PIPE TO VALVE AS REQUIRED SUPPORT STANDS THRUST COLLAR RODDED TO BY THE CITY NOTES: 90' BEND OR TOTALLY RESTRAINED AS REQUIRED 1. ALL PIPE AND FITTINGS, MATERIALS, LABOR, AND APPURTENANCES BY THE CITY SHALL BE SUPPUED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 3. THREE (3) INCH METERS AND ABOVE SHALL BE ABOVE GROUND INSTALLATIONS WITH BYPASS, 4. VALVES SHALL BE CHAINED CLOSED. 5. THE ABOVE GROUND BYPASS LINE SHALL BE SIZED FOR FIRE FLOW REQUIREMENTS. S. ALL FIRE LINES SHALL BE A MINIMUM OF EIGHT (8) INCHES OR AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PANTED SAFETY RED FOR FIRE PROTECTION USES AND BLACK FOR ALL OTHER USES. 8. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE THE COMPOUND TYPE . 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INLINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED USAGE IN ACCORDANCE WITH APPENDIX "D" OF THE UTILITIES MANUAL. DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEMBLY CITY OF SANFORD 1999 FIG. 501 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) • WATER MAIN M/H CLEANOUT TY) OUT �\� REDUCER 4" WATER MAIN (MIN.) 6" FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1) RIGHT OF WAY LINE SEPARATE M TER CURB BOXES WATER MAIN F- 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED J PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED Wo 0 3o METER BOX AND LID UNION UNION TO BE FLUSH WITH WATER MAIN FINISHED GRADE. NOTES: wa_W CL F= U0W m 0 12" TO 30" ABOVE CURB 4" TO 6" z -d z�°= 2 a .a METER EXTERIOR ENAMEL. CURB STOP DOMESTIC METER AND DOUBLE o a 0 owe IL a CITY OF SANFORD m a w APPLIES ONLY IF IRRIGATION METER HAS W El e CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE aw SAME SERVICE CONNECTION. Z NOTES: yJ F 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK mZ o 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. « Qo m w >,ON 4. DEVICE SHALL BE 12 INCHES (MINIMUM) K a IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY Z O UZ�W Z� �f} 1: 1999 FIG. 502 M o a m Www MQ o _UM 3 UO NzW w W Y¢ WUZ Z amWF z ZI J i Q�Q 3 m Q mq J a O 3 Y N J J w 001_ OI 0 = 0 N50 N ¢ U Z 2 0 7 M J a wm D z� 3 1 w M m mm o 15 N Y F 00 IS J 1 ZI 0 M 0 EL 0 X as EL RE- Fp}F- V) 0 0 aoF� Z Z =Q � w o U N 00 M V) TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD 1999 TIG. 506 DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) • WATER MAIN M/H CLEANOUT TY) OUT �\� REDUCER 4" WATER MAIN (MIN.) 6" FIRE HYDRANT FITTINGS AS ASSEMBLY REQUIRED (TYP.) (SEE NOTE 1) RIGHT OF WAY LINE SEPARATE M TER CURB BOXES WATER MAIN F- 2' (TYP.) SIDEWALK (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. 2. LAYOUT OF RECLAIMED WATER MAINS AND SERVICES SHALL CONFORM TO THE INTENT OF THIS FIGURE. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD 1999 FIG. 404 SCHEDULE 40 GALVANIZED DOUBLE CHECK OR REDUCED PRESSURE DEVICE UNION 12" TO 30" l ABOVE GRADE FINISHED GRADE 7 PIPE AND FITTINGS OR PRESSURE VACUUM BREAKER OR SCHEDULE 80 PVC PIPE R REDUCED PRESSURE DEVICE AND FITTINGS (NOT REQUIRED WHERE RECLAIMED o CORP. STOP WATER IS UTILIZED) METER BOX AND LID UNION UNION TO BE FLUSH WITH WATER MAIN FINISHED GRADE. NOTES: SHUT OFF VALVE 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND 12" TO 30" ABOVE CURB 4" TO 6" GRADE FINISHED OR OTHER PAVED AREAS. GRADE 7 .a METER EXTERIOR ENAMEL. CURB STOP DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE SERVICE LINE CITY OF SANFORD APPLIES ONLY IF IRRIGATION METER HAS FIG. 503 SEPARATE TAP TO MAIN. IN MOST CASES e CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL. 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1: 1999 FIG. 502 DISINFECTION Before being placed in service, all new water mains shall be chlorinated in accordance with the specifications below and the procedures outline in AWWA C-651 "Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic testing shall be performed at 150 pounds per square inch pressure, unless otherwise approved by the City, for a period of not less than two 2) hours. Testing shall be in accordance with the applicable provisions as set forth in Section 13, AWWA Standard C600 for ductible iron pipe and AWWA Manual Number M-23 for PVC pipe. The testing procedure shall include the continued application of the specified pressure to the tests tem for ys the two hour period, b wa of a pump taking sup ly from a container suitable or measuring y y p f m n9 water loss. The amount of loss shall be determined by measuring the volume displaced from said container. Should the test fail, necessary repairs shall be accomplished by the contractor and the test repeated until within the established limits. The contractor shall furnish the necessary labor, water pumps, gauges and all other items required to conduct the required water distribution system and perform necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE R AND FITTINGS METER BOX AND LID UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE CURB 4" TO 6" DOUBLE CHECK OR REDUCED PRESSURE DEVICE UNION 12" TO 30" l ABOVE GRADE FINISHED GRADE 7 METER PROPOSED UTILITY CURB STOP SANITARY SEWER RECLAIMED WATER' (GRAVITY & FM) STORM SEWER SERVICE LINE o CORP. STOP VERT. DOUBLE STRAP SADDLE VARIANCES WATER MAIN _ NOTES: 5'C C 1B" 10' 18" 10' 18' 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 18" 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. WATER DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. *2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 MARK NTH WOOD Y -BRANCH CORPORATION CORPORATION PAINTED IR & FITTING STOP (1' MIN.) CAL COLOR & STOP (1' MIN.) (1" x 3/4" WITH LOT NUM- x 3/4") BERS CURB STOP CURB STOP Z z (SEE NOTE 3) z 2 EA. Z � 3 3 5' MAX 3 PROPERTY TUBING LINE TUBING (1" MIN.) (1" MIN.) PROPERTY LINE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERV CE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE ' WITH WATERPROOF CONNECTOR) 30' - 45' YOKE BAR METER AWWA TYPE CURB STOP CC THREADS WATER MAIN TYPE "K" FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2"METER OUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. L 12" TO 30" 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE o 2" SCHD. 80 PVC PRESSURE GAUGE I I I I DOUBLE STRAP SADDLE 2" CORP. STOP 2" CORP. STOP EXISTING o s WATER LINE NEW WATER LINE FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAU TI ON MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. W HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY POTABLE WATER SANITARY SEWER RECLAIMED WATER' (GRAVITY & FM) STORM SEWER ACCEPTABLE HORIZ. VERT. HORIZ. VERT. HORIZ. VERT, HORIZ. VERT. VARIANCES POTABLE _ _ 5'C C 1B" 10' 18" 10' 18' WATER RECLAIMED' 5' C/C 18" - - 5' C/CSEE 18' - - GENERAL NOTES: NO. 4 WATER 3'0 0 SANITARY10' ig• 5' C/C 18" SEWER GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. *2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 FIG. 508 MARK NTH WOOD Y -BRANCH CORPORATION CORPORATION PAINTED IR & FITTING STOP (1' MIN.) CAL COLOR & STOP (1' MIN.) (1" x 3/4" WITH LOT NUM- x 3/4") BERS CURB STOP CURB STOP Z z (SEE NOTE 3) z 2 EA. Z � 3 3 5' MAX 3 PROPERTY TUBING LINE TUBING (1" MIN.) (1" MIN.) PROPERTY LINE SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERV CE DOUBLE SERVICE CONTINUOUS COLOR CODED 14 GAUGE CORPORATION STOP INSULATED COPPER DOUBLE CHECK & FITTING LOCATING WIRE VALVE (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE ' WITH WATERPROOF CONNECTOR) 30' - 45' YOKE BAR METER AWWA TYPE CURB STOP CC THREADS WATER MAIN TYPE "K" FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 2"METER OUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY SUPPORTS AS REQUIRED. L 12" TO 30" 3/4" HOSEBIBB ABOVE W/VACUUM BREAKER 2" SCHD. 80 PVC. GRADE o 2" SCHD. 80 PVC PRESSURE GAUGE I I I I DOUBLE STRAP SADDLE 2" CORP. STOP 2" CORP. STOP EXISTING o s WATER LINE NEW WATER LINE FLOW TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A CAU TI ON MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. W �}' qPermit ' Job As'i a P P. 0 m : O 0 N O > O 0 0 CO _I - Q - C� 4�. : �p8 W 0 O ei j 5 z v +,,•. c� co 0 f/ LL Q q N M 0 v of k M 0 co 0 Al CL Q M. = I f 4.. ff ..,... - .- .,drr.. r ,.n,ria< ,....iM✓w 1. n. r..l.•i:4ri..::nttA.:M ::Y.,. � ...ri' ,,.:. � ..i ................ 'dr a.nr wires ,waa ,�-, d „aw • Tl d.11,.fnl'.YI.....:.fGG'.,+.!!............:. ........:�:C:: ...ev. - rids. e-i.�m emvn wnw, »e..ak f .......... .„�.��e-. .,.. • , •, �/ .......:_..:......,w,�.....,,,m . ," .:...........r. �" ..�».,.:,.:,»:,.:.. :r...rrrr..r„w.,.., •. moi..»:»..,,, • � � � • • . • ;�. • • • • ': - • • • • • � - . ... ...,:.:..., a .....................::...._ ,,,.£::fad,i_.,..:.:...,..,.,,_.,.,.,».,»�»..,.. ? Z } N; h xf ii y I L D I NQ G? mM`v rs `' ii z ............ } ............ _„„ I y 139.50 I ..........................::% ..:...................... P P. 0 m : O 0 N O > O 0 0 CO _I - Q - C� Z : W 0 O ei j O c� co 0 f/ LL Q q N M 0 v of k M 0 co 0 Al CL Q is ~ Q t ! .. : G. 0 Q CO 6 0 = Oi 0. U ct o �n Q. Z LL /Z V •{J o U4� H Lo 47 i fr l/ .! � .,....:... f/ l /i• : i s: r , : .t »: i s •f � ! : / 0 0 0 0 1444az cc0 �0)0) Q P P. 0 m 0 0 O 0 N O > O 0 0 CO _I - Q - C� Z _J W 0 O ei j O c� co 0 r� Q1 m y LL Q q N M 0 v of k M 0 co 0 W U CL Q ~ Q 0 m � W m 0 Q CO 6 0 = Oi 0. U ct o �n Q. Z LL /Z V •{J o U4� H Lo 0 0 0 0 1444az cc0 �0)0) Q P P. 0 P P 0 0 O 0 N0.. II P O > O 0 0 CO _I - Q - C� Z _J U 0 0 j O c� co 0 O 0 -) LL 0 CN U 0 v 0 0 co 0 W U CL Q ~ Q 0 LL 0 Q CO 6 0 = 0. Q. Z LL /Z V 0 0 0 0 1444az cc0 �0)0) Q P P. 0 P P 0 0 O 0 M H N M C O E Z 0— C G U - Q - C� _J U 0 0 j —i Z 0 v 0 0 co 0 W U CL Q Q Z cl Q - _J U 0 i j —i Z © iia. ~ Q 0 LL Q CO 6 0 = Z LL /Z V N 0 Cl) I — CITY OF SANT kD PERMIT APPLICATIORECEIVED N Q 00 Permit #: (��' � (119� (J Date: JUN 3 0 Job Address: le, 2I A/ 2mx"ll"; .�% Description of Work: ZrN. 7-1; _ I-IrLlfjy '/ -515'12WI Total Square Footage Historic District: Zoning: Value of Work: $ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replaceniynt New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) Owners Name & Address: Phone: Contractor Name & Address: S[7LCGT/d/U it3 C�f%1�11i?�%�LG Sj 5&1—rc /0,3 _ i I-ak C In g4 v/ , /- C 3 "L 7 q State License Number: Phone & Fax: /107 _ 77 ,—ZO 2_6 Zy its Contact Person: % -, UCY2 d'G#io C- Phone: 7/ ` Z0 2n Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Fl 9 da Lien �La �FS 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date aNirgi Print Owner/Agent's Name Pint C ntractor�A:X-sP-6(o 15_ � N,p D Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date m e <: n 30 3 Owner/Agent is Personally Known to Me or ontractor gent is V, -Personally Known to Me or �'# �. Produced ID roduced ID APPROVALS: ZONING: UTIL: FD: ENG: BLDG: H s� r Special Conditions: o Rev 03/2006 BACK FLOW PREVENTER TAMPER SWITCH, ONLY IF IT REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION MONITOR MODULE -- (SUPERVISORY ALARM) SEE KEYED ---= L RTU NOTE FACP FIRE ALARM CONTROL PANEL ---� -�- KNOX BOX F ------ PULL -STATIONS SMOKE DETECTORS PHOTOELECTRIC SMOKE DETECTOR FLOW SWITCH: BY OTHERS TAMPER SWITCH: BY OTHERS (2) HOUSE PHONE LINES IN 3/4"C TO TELEPHONE BOARD 120V PLUS GRD. FROM HOUSE PANEL DUCT SMOKE DETECTORS �` G I M -. AHU SHUTDOWN TYPICAL FOR RTU SUPPLY RETURN �,_WATICR GONG (WEATHER PROOF): BY OTHERS PROVIDE 120V FROM HOUSE PANEL 120 V, CIRCUIT SEPERATE FROM FACP EIRE ALARM LEGEND WC -6000 BATTERY CALCULATIONS OPERATION! MATRIX w._ AI I E ID: PULL STATIONS i i... _ _...... _ P L .__ _ ..__ _ . F __... __. .. De,ica __ .._._ __ timber Stand b�___ Alarm St�nH ter ___ SMOKE DETECTOR _ .._ _ , ... ___..__. _ _. _ ..._ _. _ Of Devi oes Currerd (mA) Curreyrt Toth mA. Total mA. MPC -600D 1 190 190 190 190 MPC -FACT 1 35 :51 38 64 DUCT DETECTOR 01 201 85 0 0 I 6 Total Current 225 244 I De�.ices(mAl BACKFLOW TAMPER MAIN BUILDING FLOW BUILDING TAMPERS BUILDING FLOWS —— — �F_ � ?> O �T� O z� O T z� (I) �n� o _ o w o cr> 0 CUmn _I rrl -Tl y —i -I 0 � SCJ FTI — �> r- rr-�C o >�I7 C7 D� C7 1— �'c n (/) I-� �� �� m -gym -vim �M r -- WC -6000 BATTERY CALCULATIONS a w._ AI I E ID: i i... _ _...... _ P L .__ _ ..__ _ . F __... __. .. De,ica __ .._._ __ timber Stand b�___ Alarm St�nH ter ___ Alarm___._ _ .._ _ , ... ___..__. _ _. _ ..._ _. _ Of Devi oes Currerd (mA) Curreyrt Toth mA. Total mA. MPC -600D 1 190 190 190 190 MPC -FACT 1 35 :51 38 64 RUC -2 01 201 85 0 0 I 6 Total Current 225 244 I De�.ices(mAl DEVICE DESIGNATION Device number on Circuit Loop or Notification Circuit Number L -Addressable Device N -Notification Device KEYED NOTES 10 FIRE ALARM CONTROL PANEL INSTALLED EITHER FLUSH OR SEMI FLUSH. ® PROVIDE DEDICATED 120 VAC CIRCUIT FOR FIRE ALARM CONTROL PANEL. ONE (1) CONDUIT WITH CABLES FOR CONNECTION TO TELEPHONE LINES FOR MONITORING. ® PROVIDE AND INSTALL KNOX BOX WITH TAMPER SWITCH CONNECTED TO FIRE ALARM SYSTEM. ® NOT USED Q DUCT DETECTORS ARE MONITORED BY ADDRESSABLE MONITOR MODULE. DETECTOR WILL REPORT TO FACP AS SUPERVISORY SIGNAL. l� TAMPER SWITCH FOR BACKFLOW PREVENTER. COORDINATE WITH ARCHITECT FOR SITE LOCATION PRIOR TO ROUGH IN. GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS � C:) e 0 � C) LO � U) � . U) 0 Ca 05 E I_ tl) :D0 a lL N + CD U 2*2 CV 0 CD 0) of E F Ow uc! E CU C�W 0 CIO No 0 Q0 c� �m 0 V z 0 Sn cz J i- M co J i- g M O '" Z —LILL I I W C w w U 2 O � � z a � DRAWING NO. SCALE: FA -101 02/17/06 DRAWN BY: DATE: T. BLANC 06/08/06 APPROVED BY: DATE: D.DARWENT 06/08/06 LejV 11,1 r1aIr �1 r+ �r J � g� Low Voltage Systems Contractor EF 0000043 U.L. 524158 106 Commerce Street, Suite 103 Lake Mary, Florida 32746 Phone: (407)771-2020 Fax: (407)771-2030 SEAL: Mm To FlFi�lm J11 ?I 10620 SPRING BUCK TRAIL ORLANDO, FLORIDA 32325 407-797-7799 407-243-6774 — FAX CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-2516 • FAX # 407-302-2526 DATE:-- J) � )PERMIT #: l� -7e BUSINESS NAME/ PROJECT: _ _-i /�__� /a•S ADDRESS: ICS-[ GV )Ii r-ly `! " W PHONE NO.: CONST.PSP. SP. [ ] C / 0 INSP.:[ ] F. A. N,,f IF. S. 1 HOOD TENT PERMIT TANK PERMIT TOTAL FEES: $ 0 FAX NO.: REINSPECTION [ ] . PLANS REVIEW V( ] PAINT BO TH [) BURN PERMIT [ ] ] OTHER [V] (PER UNIT SEE BELOW) COMMENTS: Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 2,�' _ / � � do� 3. 4. 5. 6. 7. 8. JO 9. 10. 11. 12. 13. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature 14. -- --- 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Signature BACK FLOW PREVENTER TAMPER SWITCH, ONLY IF IT REQUIRED BY THE LOCAL AUTHORITY HAVING , JURISDICTION I F NAC 1 F NAC 2 FIRE ALARM CONTROL PANEL �- --� -- ----- KNOX BOX PULL -STATIONS ---�--- SMOKE DETECTORS PHOTOELECTRIC SMOKE DETECTOR FACP NAC r--:�� FLOW SWITCH: BY OTHERS EXPANDER MONITOR MODULE (SUPERVISORY ALARM M (2) HOUSE SEE KEYED -�—*�- L PHONE LINES RTU IN 3/4"C TO NOTE 5 /T TELEPHONE BOARD DUCT SMOKE DETECTORS 141 ISD AHU SHUTDOWN TYPICAL FOR `LI` RTU SUPPLY RETURN TAMPERSWITCH: BYOTHERS 120V PLUS GRD. FROM HOUSE PANEL WATER GONG (WEATHER PROOF): BY OTHERS PROVIDE 120V FROM HOUSE PANEL 120 V. CIRCUIT SEPERATE FROM FACP PULL STATIONS WIRE LEGEND FIRE ALARM LEGEND USE SYMBOL MANUFACTURER INITIATING DESCRIPTION MOUNTING INFORMATION SMOKE DETECTOR FARADAY MPC -6000 FIRE ALARM CONTROL PANEL `OP OF PANEL AT 6' A.F.F. FAP FARADAY RDC -2 FIRE ALARM ANNUNCIATOR PANEL TOP OF PAI'a AT 4'-9" A.F.F. DUCT DETECTOR FARADAY 8700-5 MANUAL STATION 48" To TOP OF Box - DEEP 1900 W/ SINGLE GANG DEVICE RING OR OLD WORK BOX FARADAY 8701 MINATURE MONITOR MODULE r SQUAM BOX BACKFLOW TAMPER FARADAY 8710 SMOKE DETECTOR 4' OcTAooN sox S 3 BY OTHERS DUCT SMOKE DETECTOR PROMO® AND INSTALLED BY MECHANICAL CONTRACTOR MONITORED BY FACP FOR A1ARM AND TROUBLE. MAIN BUiE ENG FLOW BY OTHERS BY OTHERS SPRINKLER FLOW t -o -t BY OTHERS BY OTHERS VALVE TAMPER BUILDING TAMPERS KNOX LOCK BOX MINIMUM B FEET (O JUNCTION BOX BUILDING FLOWS END OF LINE RESISTOR IIS FARADAY 28348-14-24 HORN STROBE 4' SQUARE Box STROBE TO BE MOUNTED 80' AFF o� 8 STROBE z ?> a O OC =� �CD CD zz�Q CD ��- �' > -q> C ac- o � ---1 D> rr--- �� D �' i{7 D CrJ rZE 1> n O m M -D �I (— r�, M DEVICE DESIGNATION L1 -1 Device number on Circuit Loop or Notif ication Circuit Number L -Addressable Device N -Notification Device WP NAC 7 F NAG 3 NAC 4 F NAC 5 F NAC 6 KEYED NOTES FIRE ALARM CONTROL PANEL INSTALLED EITHER FLUSH OR SEMI FLUSH. Q PROVIDE DEDICATED 120 VAC CIRCUIT FOR FIRE ALARM CONTROL PANEL. ONE (1) J" CONDUIT WITH CABLES FOR CONNECTION TO TELEPHONE LINES FOR MONITORING. Q PROVIDE AND INSTALL KNOX BOX WITH TAMPER SWITCH CONNECTED TO FIRE ALARM SYSTEM. Q THESE UNITS ARE 1600 CFM AND DO NOT REQUIRE DUCT DETECTORS. Q DUCT DETECTORS ARE MONITORED BY ADDRESSABLE MONITOR MODULE, DETECTOR WILL REPORT TO FACP AS SUPERVISORY SIGNAL. TAMPER SWITCH FOR BACKFLOW PREVENTER. COORDINATE WITH ARCHITECT FOR SITE LOCATION PRIOR TO ROUGH IN. GENERALNOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL ADOPTED CODES 2. RACEWAY, POWER AND GROUNDING REQUIREMENTS SHALL COMPLY WITH APPLICABLE SECTIONS OF DEVISION 16, 3. MINIMUM RACEWAY SIZE SHALL BE J". 4. PROVIDE REMOTE INDICATION OF TROUBLES AND ALARM OF ALL DUCT SMOKE DETECTORS IN LOCATIONS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION,. 5. COORDINATE SHUT -DOWN OF ALL MECHANICAL AIR SYSTEMS WITH DIVISION 15. 6. COORDINATE CONNECTION OF SPRINKLER WATERFLOW SWITCHES, TAMPER SWITCHES AND BACKFLOW PREVENTER VALVE TAMPER SWITCHES WITH THE SPRINKLER CONTRACTOR. SWITCHES ARE FURNISHED AND INSTALLED BY SPRINKLER CONTRACTOR. PROVIDE CABLING, WIRING CONNECTIONS AND SUPERVISION TO ALL SWITCHES. 7. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANEL ONLY IN ARES APPROVED BY THE EQUIPMENT MANUFACTURER. 8, ALL EXPOSED VERTICAL CABELING BELOW THE JOIST AND GIRDERS SHALL BE INSTALLED IN METALLIC CONDUIT, 9. ALL VISUAL NOTIFICATION CIRCUITS SHALL BE SYNCHRONIZED. 10. APPLICABLE CODES: NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDITION. 1 CY) (y) 0 C>42 I� 00 C) LO CN e V) ,17 M co L. ®.t :D 4-4 0 Owl CD s�CD CD � CC3 a Co CD sy0 � I13- LU O 0 0 w ZE 0 z o � ti .j ate. V) LJo a Q V) w m V v1 o Q � V) N z E i� w z W ul O N Q DWNNG NO. SCALE: FA -101 02/17/06 DRAWN BY: DATE: T. BLANC 06/08/06 APPROVED BY: DATE: D.DARVVENT 06/08/06 Law Voltage Systems Contractor EF 0000043 U.L. 524158 106 Commerce Street, Suite 103 Lake Mary, Florida 32746 Phone: (407)771-2020 Fax: (407)771-2030 SEAL: M0 To FIFAJI9 ?I 10620 SPRING BUCK TRAIL ORLANDO, FLORIDA 32325 407-797-7799 407-243-6774- FAX WIRE LEGEND FIRE ALARM LEGEND USE SYMBOL MANUFACTURER INITIATING DESCRIPTION MOUNTING INFORMATION FACP FARADAY MPC -6000 FIRE ALARM CONTROL PANEL `OP OF PANEL AT 6' A.F.F. FAP FARADAY RDC -2 FIRE ALARM ANNUNCIATOR PANEL TOP OF PAI'a AT 4'-9" A.F.F. ® FARADAY 8700-5 MANUAL STATION 48" To TOP OF Box - DEEP 1900 W/ SINGLE GANG DEVICE RING OR OLD WORK BOX FARADAY 8701 MINATURE MONITOR MODULE r SQUAM BOX (} FARADAY 8710 SMOKE DETECTOR 4' OcTAooN sox S 3 BY OTHERS DUCT SMOKE DETECTOR PROMO® AND INSTALLED BY MECHANICAL CONTRACTOR MONITORED BY FACP FOR A1ARM AND TROUBLE. r -b-3 BY OTHERS BY OTHERS SPRINKLER FLOW t -o -t BY OTHERS BY OTHERS VALVE TAMPER n KNOX LOCK BOX MINIMUM B FEET (O JUNCTION BOX - END OF LINE RESISTOR IIS FARADAY 28348-14-24 HORN STROBE 4' SQUARE Box STROBE TO BE MOUNTED 80' AFF FARADAY 270OB-14-24 STROBE 4' SQUARE Box STROBE TO BE MOUNTED 80" AFF KEYED NOTES FIRE ALARM CONTROL PANEL INSTALLED EITHER FLUSH OR SEMI FLUSH. Q PROVIDE DEDICATED 120 VAC CIRCUIT FOR FIRE ALARM CONTROL PANEL. ONE (1) J" CONDUIT WITH CABLES FOR CONNECTION TO TELEPHONE LINES FOR MONITORING. Q PROVIDE AND INSTALL KNOX BOX WITH TAMPER SWITCH CONNECTED TO FIRE ALARM SYSTEM. Q THESE UNITS ARE 1600 CFM AND DO NOT REQUIRE DUCT DETECTORS. Q DUCT DETECTORS ARE MONITORED BY ADDRESSABLE MONITOR MODULE, DETECTOR WILL REPORT TO FACP AS SUPERVISORY SIGNAL. TAMPER SWITCH FOR BACKFLOW PREVENTER. COORDINATE WITH ARCHITECT FOR SITE LOCATION PRIOR TO ROUGH IN. GENERALNOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL ADOPTED CODES 2. RACEWAY, POWER AND GROUNDING REQUIREMENTS SHALL COMPLY WITH APPLICABLE SECTIONS OF DEVISION 16, 3. MINIMUM RACEWAY SIZE SHALL BE J". 4. PROVIDE REMOTE INDICATION OF TROUBLES AND ALARM OF ALL DUCT SMOKE DETECTORS IN LOCATIONS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION,. 5. COORDINATE SHUT -DOWN OF ALL MECHANICAL AIR SYSTEMS WITH DIVISION 15. 6. COORDINATE CONNECTION OF SPRINKLER WATERFLOW SWITCHES, TAMPER SWITCHES AND BACKFLOW PREVENTER VALVE TAMPER SWITCHES WITH THE SPRINKLER CONTRACTOR. SWITCHES ARE FURNISHED AND INSTALLED BY SPRINKLER CONTRACTOR. PROVIDE CABLING, WIRING CONNECTIONS AND SUPERVISION TO ALL SWITCHES. 7. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANEL ONLY IN ARES APPROVED BY THE EQUIPMENT MANUFACTURER. 8, ALL EXPOSED VERTICAL CABELING BELOW THE JOIST AND GIRDERS SHALL BE INSTALLED IN METALLIC CONDUIT, 9. ALL VISUAL NOTIFICATION CIRCUITS SHALL BE SYNCHRONIZED. 10. APPLICABLE CODES: NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDITION. 1 CY) (y) 0 C>42 I� 00 C) LO CN e V) ,17 M co L. ®.t :D 4-4 0 Owl CD s�CD CD � CC3 a Co CD sy0 � I13- LU O 0 0 w ZE 0 z o � ti .j ate. V) LJo a Q V) w m V v1 o Q � V) N z E i� w z W ul O N Q DWNNG NO. SCALE: FA -101 02/17/06 DRAWN BY: DATE: T. BLANC 06/08/06 APPROVED BY: DATE: D.DARVVENT 06/08/06 Law Voltage Systems Contractor EF 0000043 U.L. 524158 106 Commerce Street, Suite 103 Lake Mary, Florida 32746 Phone: (407)771-2020 Fax: (407)771-2030 SEAL: M0 To FIFAJI9 ?I 10620 SPRING BUCK TRAIL ORLANDO, FLORIDA 32325 407-797-7799 407-243-6774- FAX WIRE LEGEND SYMBOL USE DESCRIPTION A INITIATING 2 CONDUCTOR 18 AWG FPLR C MONITOR 2 CONDUCTOR 18 AWG FPLR D PIV 2 CONDUCTOR 14 AWG WEATHERPROOF E REMOTE INDICATOR 2 CONDUCTOR 22 AWG FPLR KEYED NOTES FIRE ALARM CONTROL PANEL INSTALLED EITHER FLUSH OR SEMI FLUSH. Q PROVIDE DEDICATED 120 VAC CIRCUIT FOR FIRE ALARM CONTROL PANEL. ONE (1) J" CONDUIT WITH CABLES FOR CONNECTION TO TELEPHONE LINES FOR MONITORING. Q PROVIDE AND INSTALL KNOX BOX WITH TAMPER SWITCH CONNECTED TO FIRE ALARM SYSTEM. Q THESE UNITS ARE 1600 CFM AND DO NOT REQUIRE DUCT DETECTORS. Q DUCT DETECTORS ARE MONITORED BY ADDRESSABLE MONITOR MODULE, DETECTOR WILL REPORT TO FACP AS SUPERVISORY SIGNAL. TAMPER SWITCH FOR BACKFLOW PREVENTER. COORDINATE WITH ARCHITECT FOR SITE LOCATION PRIOR TO ROUGH IN. GENERALNOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH NFPA STANDARDS AND ALL ADOPTED CODES 2. RACEWAY, POWER AND GROUNDING REQUIREMENTS SHALL COMPLY WITH APPLICABLE SECTIONS OF DEVISION 16, 3. MINIMUM RACEWAY SIZE SHALL BE J". 4. PROVIDE REMOTE INDICATION OF TROUBLES AND ALARM OF ALL DUCT SMOKE DETECTORS IN LOCATIONS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION,. 5. COORDINATE SHUT -DOWN OF ALL MECHANICAL AIR SYSTEMS WITH DIVISION 15. 6. COORDINATE CONNECTION OF SPRINKLER WATERFLOW SWITCHES, TAMPER SWITCHES AND BACKFLOW PREVENTER VALVE TAMPER SWITCHES WITH THE SPRINKLER CONTRACTOR. SWITCHES ARE FURNISHED AND INSTALLED BY SPRINKLER CONTRACTOR. PROVIDE CABLING, WIRING CONNECTIONS AND SUPERVISION TO ALL SWITCHES. 7. CONDUIT SHALL ENTER INTO THE FIRE ALARM PANEL ONLY IN ARES APPROVED BY THE EQUIPMENT MANUFACTURER. 8, ALL EXPOSED VERTICAL CABELING BELOW THE JOIST AND GIRDERS SHALL BE INSTALLED IN METALLIC CONDUIT, 9. ALL VISUAL NOTIFICATION CIRCUITS SHALL BE SYNCHRONIZED. 10. APPLICABLE CODES: NATIONAL FIRE ALARM CODE, NFPA 72, 2002 EDITION. 1 CY) (y) 0 C>42 I� 00 C) LO CN e V) ,17 M co L. ®.t :D 4-4 0 Owl CD s�CD CD � CC3 a Co CD sy0 � I13- LU O 0 0 w ZE 0 z o � ti .j ate. V) LJo a Q V) w m V v1 o Q � V) N z E i� w z W ul O N Q DWNNG NO. SCALE: FA -101 02/17/06 DRAWN BY: DATE: T. BLANC 06/08/06 APPROVED BY: DATE: D.DARVVENT 06/08/06 Law Voltage Systems Contractor EF 0000043 U.L. 524158 106 Commerce Street, Suite 103 Lake Mary, Florida 32746 Phone: (407)771-2020 Fax: (407)771-2030 SEAL: M0 To FIFAJI9 ?I 10620 SPRING BUCK TRAIL ORLANDO, FLORIDA 32325 407-797-7799 407-243-6774- FAX Permit # : Job Address: Description of Work: Kistoric District: LID CITY OF SANFOKD t'l KhtTT APPLICATION Date: Zoning: �eJ' _Total Square Footage e' k Iv Value of Work: $ (7rJ® t,\\C3 Permit Type: Building Etectricat _ Mechanical Plutubing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS _ Addition/Alteration _ Change of Service , Temporary Pole _ Kechanicai: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of -Gas bines Plumbing/New Residential # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Construction Type: k of Stories: # of Dwelling Units: - Flood Zone: (FENIA form required ) Jwuers Name & Address: -0410 l, n �_ ti L' g 1 I n...V+r' (;Q. /P11 -� — Phone: :�outractorName &Address:rtr-�t[r/1 �nn�rArJOrS t(%% .�Ot�/A 1r1onl� State License Number: < ri r✓% Z Yl %� 1, 'hone & Fax: t// %- 6 9.39 ��D7- G �S" 5 36 Contact Person: _ J�c'��tin%( Rule' llf r Phone: 3.1 / 1 Z 6-) � )9%- 3onding Compauy: kddress: 2 OO l✓C5l LGA(/ �Cnr ,,_ } ��tL�l' 4)" �/ / � ti k( /t'lrr � %cit' Mortgage Lender: _ kddress: krchitcct/Engineer Phone:7 %��^ � rj' �%_q Wdress: 12 -?-,1) A 1/1 .s //��tY2�P� 9,�//' Fax- _ kpplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the ssuance of a permit and that all work will be performed to meet standards of alt laws regulating construction is this jurisdiction. ( understated that a separate wratit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, "TANKS, and UR CONDITIONERS, etc. )WNER'S AFFIDAVIT: I certify that all of tlee foregoing information is accurate and that all work will be done in compliance with all applicable Taws regulating onstructiou and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'WICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN kTTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT_ 4OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of his county, and there may be additional permits required from other governmental entities such as water managenecnt districts, state agencies, or federal agencies. \cceptance of permit is verification that I will notify the owner of the property of the re Signature of Owner/Agent Date Print Owner/Agent's Nameelultm,orlt liltrgctc °(' gent's N n - �� J, Signature of Notary -State of Florida Date 6V S ar Si{,nat e o Noty-tat of Florida °""Ciaf'E- i"""""""""""" 1 !J JOY L DRAGLAND o, ,o`s','go' P,. Comm# D00553638 ;K Expire, 6/1612010 yssQ�a Florida Notary Assn Inc Owner/Agent is Personalty Known to Me or Contractor/Agent is .•.. .............. _ Produced ID _ _ Produced ID tPPROVALS: Z�JN(N(i �=J C Lt / UTIL: /\ FD: ENG_ i\r- BLDG:I� pecial Conditions: :ev 03/2006 1. FOR LEGAL DESCRIPTION, BOUNDARY INFO., AND BENCHMARK INFO., SEE 9. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT 18. STOP BAR STRIPING, CROSS WALK STRIPING, FIRE LANE STRIPING, HANDICAP 25. IF A FUTURE BUSINESS IS USED TO HANDLE FOOD, A PRETREATMENT 2 SITE SURVEY SHEETS. = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: 9,955 S.F. LOCATIONS OF DOORWAYS AND PORCHES PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. ( IN FEET ) SYMBOL AND SURROUNDING DIAGONAL STRIPING ADJACENT TO HANDICAP DEVICE MUST BE INSTALLED AND MUST COMPLY WITH THE CITY'S UTILITY 6' S/W = SIDEWALK MAX BUILDING HEIGHT: 35' CD p p SITE DATA LEGEND PARKING SPACE SHALL BE THERMOPLASTIC. STANDARDS AND SPECIFICATIONS MANUAL, CURRENT EDITION. 2. PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL FIELD STAKE ALL O zz = YIELD SIGN (R1-2) ROAD AND THE BEST BUY'S PRIVATE ROAD, FRONTING THE -,-(NL) .... ~ CENTERLINE GEOMETRY TO ENSURE PROPOSED DIMENSIONS FIT EXISTING 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 19• PROPOSED ACCESSIBLE PARKING SIGNS TO BE INSTALLED AS REQUIRED, 26. BUILDING SIGNAGE TO BE DISTRIBUTED ON EAST AND WEST SIDES OF THE N o CONDITIONS. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY = DO NOT ENTER SIGN (R5-1) 1621 N. RINEHART ROAD 2' CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING SIGNS NEEDED. ALL BUILDING (CONCURRENTLY). SIGNAGE SQUARE FOOTAGE TO MEET CITY _(S) DISCREPANCIES ARISE. 11. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS = ONE WAY SIGN ACCESSIBLE SIGNS SHALL BE BUILT INSIDE PIPE BOLLARD PER DETAIL OF SANFORD LAND DEVELOPMENT REQUIREMENTS. = PROP. LIGHTING DYSU6" = DOUBLE YELLOW SOLID LINE 16" WIDE A PROTECTION ZONE.(OTHERWISE NO C. ARE TO HAVE 18" CURB & GUTTER. TOTAL SITE AREA: 53,387.50 S.F. (1.23 ±AC.) LOCATED ON DETAIL SHEET. SWSL/18" = SINGLE WHITE SOLID LINE / 18" WIDE AT 45° SOIL TYPE: SITE CONSISTS OF BASINGER SOIL TYPE, 3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL PROPERTY CORNERS. v N o = WHEEL STOP HYDROLOGIC GROUP D. U) p � L LL U 12. ALL CURBED RADII ARE TO BE 10' AND 3' UNLESS OTHERWISE NOTED. 20. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PLACING PEDESTRIAN � 4. CONTRACTOR SHALL MATCH PROPOSED CURB AND GUTTER, CONCRETE AND STRIPED RADII ARE TO BE 10' AND 3'. CROSSING SIGNS AS INDICATED ON PLANS. CONTRACTOR TO VERIFY EXACT a) SEE SHEET C-8 FOR PAVEMENT MATERIALS PAVEMENT TO EXISTING IN GRADE AND ALIGNMENT. F_ NUMBER OF SIGNS REQUIRED. SEE DETAIL SHEET. PROPOSED PAINTED STAMPED CONCRETE PROPOSED BUILDING SETBACKS: - 13. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS NOTED Q 5. THE EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE IN (BOC) WHICH INDICATES BACK OF CURB. 21. CONTRACTOR SHALL FOLLOW ALL LOCAL, STATE AND FEDERAL REGULATIONS ACCORDANCE WITH ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS. REAR: 27' IN DISPOSING OF ALL MATERIALS REMOVED FROM THIS SITE. 14. CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVAL FROM THE POWER 6. SITEWORK FOR THIS PROJECT SHALL MEET OR EXCEED THE DEVELOPERS AND TELEPHONE COMPANIES FOR THE LOCATION AND HEIGHT OF THE PYLON SIGN BEFORE CONDUIT AND WIRING IS INSTALLED. 22, CONTRACTOR IS TO INSTALL SMOOTH TRANSITIONS BETWEEN CHANGES IN PROPOSED USE: COMMERCIAL RETAIL SITEWORK SPECIFICATIONS. (/) CURB TYPES. 7. CONTRACTOR IS RESPONSIBLE FOR REPAIRING THE DAMAGE DONE TO ANY 15. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION WILL BE PROVIDED BY GOEMARK CONSULTING, INC. 23. ALL SIGNS SHALL HAVE T-0" MIN. CLEARANCE FROM FINISH GRADE TO EXISTING ITEM DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, Z BOTTOM OF LOWEST SIGN MOUNTED ON POST. DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE PROPOSED SITE LEGEND PROPOSED ZONING: PD (PLANNED DEVELOPMENT) EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 16. REFER TO ARCH. PLANS FOR SITE LIGHTING AND ELECTRICAL PLANS. LAND COVERAGE (BASED ON 46,041.6 S.F. (1.06 AC.), 24. FUTURE BUSINESSES USING THIS RETAIL CENTER WILL HAVE TO BE 8. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY 17. ALL PAINT USED FOR PARKING STRIPING SHALL BE ALKYD PETROLEUM () PRE -APPROVED BY THE UTILITY DEPARTMENT, IF THE FACILITY IS USED PROPOSED: REGULATIONS AND CODES AND O.S.H.A. STANDARDS. BASED PAINT. TWO COATS OF PAINT TO BE USED. TO STORE HAZARDOUS MATERIALS AS DEFINED UNDER FDEP CHAPTER ........................ W ................................................... ...................................... 62<555..ALLF.U.T.URE.BUSINESSES:.MUS.T...C.O.MPLY WITN..THE_CITY:S..WELL..........._... ......... ........:. _ ...... .......... ........................................................................................................ r O 'I DYSL / 6", PROPOSED OPEN SPACE: 25.0% PROTECTION ORDINANCE. _ feet 8.00 8.00 6.00 : 31.80 C, ? ` R.... .... ... .•.. .... .............. ......... ... j. 0 0 Lo .................................... 143.93' 'm- Z "- 64.00' 20 0 10 20 40 r 2 [ = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: 9,955 S.F. D Y ( IN FEET ) 6' S/W = SIDEWALK MAX BUILDING HEIGHT: 35' CD p p SITE DATA LEGEND (PROPOSED) SITE LOCATION: N N J O zz = YIELD SIGN (R1-2) ROAD AND THE BEST BUY'S PRIVATE ROAD, FRONTING THE -,-(NL) .... ~ Co „• = NO RIGHT TURN SIGN (R3-1) � -.- (R) o 15 w L6 cn N o f; = DO NOT ENTER SIGN (R5-1) 1621 N. RINEHART ROAD 2' = HANDICAP SIGN (FTP -25) o _(S) = STOP SIGN (R1-1) (0) = ONE WAY SIGN PARCEL I.D. NUMBER: 28-19-30-514-0000-0020 (L) = PROP. LIGHTING DYSU6" = DOUBLE YELLOW SOLID LINE 16" WIDE A PROTECTION ZONE.(OTHERWISE NO C. = SOLID WHITE PAI TOTAL SITE AREA: 53,387.50 S.F. (1.23 ±AC.) p SWSL/18" = SINGLE WHITE SOLID LINE / 18" WIDE AT 45° SOIL TYPE: SITE CONSISTS OF BASINGER SOIL TYPE, - ttt t~ 10.00 0 0 Lo .................................... 143.93' 'm- Z "- 64.00' 20 0 10 20 40 L6 S00°04'01"W 33.04' GRAPHIC SCALE = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: 9,955 S.F. TYR = TYPICAL ( IN FEET ) 1 inch = 20 ft. S/W = SIDEWALK MAX BUILDING HEIGHT: 35' CD p p SITE DATA LEGEND (PROPOSED) SITE LOCATION: N N M THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART zz = YIELD SIGN (R1-2) ROAD AND THE BEST BUY'S PRIVATE ROAD, FRONTING THE -,-(NL) = NO LEFT TURN SIGN (R3-2) WAL-MART SUPERCENTER, CITY OF SANFORD, FLORIDA. -.-(NR) = NO RIGHT TURN SIGN (R3-1) -.- (R) = RIGHT TURN ONLY SIGN (R3 -5R) SITE ADDRESS: f; = DO NOT ENTER SIGN (R5-1) 1621 N. RINEHART ROAD -,- (H) = HANDICAP SIGN (FTP -25) SANFORD, FLORIDA _(S) = STOP SIGN (R1-1) (0) = ONE WAY SIGN PARCEL I.D. NUMBER: 28-19-30-514-0000-0020 (L) 0 0 Lo .................................... NTED TRAFFIC ARROW 143.93' 'm- Z "- 64.00' 20 0 10 20 40 L6 S00°04'01"W 33.04' GRAPHIC SCALE = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: 9,955 S.F. TYR = TYPICAL ( IN FEET ) 1 inch = 20 ft. S/W = SIDEWALK MAX BUILDING HEIGHT: 35' CD p p SITE DATA LEGEND (PROPOSED) SITE LOCATION: N N M THE SITE IS LOCATED AT THE NORTHEAST CORNER OF RINEHART -,- (Y) = YIELD SIGN (R1-2) ROAD AND THE BEST BUY'S PRIVATE ROAD, FRONTING THE -,-(NL) = NO LEFT TURN SIGN (R3-2) WAL-MART SUPERCENTER, CITY OF SANFORD, FLORIDA. -.-(NR) = NO RIGHT TURN SIGN (R3-1) -.- (R) = RIGHT TURN ONLY SIGN (R3 -5R) SITE ADDRESS: T (D) = DO NOT ENTER SIGN (R5-1) 1621 N. RINEHART ROAD -,- (H) = HANDICAP SIGN (FTP -25) SANFORD, FLORIDA _(S) = STOP SIGN (R1-1) (0) = ONE WAY SIGN PARCEL I.D. NUMBER: 28-19-30-514-0000-0020 (L) = PROP. LIGHTING DYSU6" = DOUBLE YELLOW SOLID LINE 16" WIDE A PROTECTION ZONE.(OTHERWISE NO -► = SOLID WHITE PAI TOTAL SITE AREA: 53,387.50 S.F. (1.23 ±AC.) NTED TRAFFIC ARROW 143.93' L4 N89°55'24"W 64.00' L5 N00°04'01"E 143.93' L6 S00°04'01"W 33.04' = 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR TOTAL BUILDING AREAS: 9,955 S.F. TYR = TYPICAL Lo S/W = SIDEWALK MAX BUILDING HEIGHT: 35' CD p p LL F.H. = FIRE HYDRANT N N M n SWSL/4" = SINGLE WHITE SOLID LINE/ 4" WIDE 100 YEAR FLOOD ELEVATION: SITE IS WITHIN FLOOD ZONE A II .j 0*) 0 Q p! SYSL14" = SINGLE YELLOW SOLID LINE / 4" WIDE (PER FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 6E 0) DYSL/4" = DOUBLE YELLOW SOLID LINE / 4" WIDE 12117 C 0040 E, DATED APRIL 17, 1995) a_ Q O DYSL-T/4" = DOUBLE YELLOW SOLID LINE (THERMOPLASTIC)/ 4" WIDE Q J SYSL/6" = SINGLE YELLOW SOLID LINE / 6" WIDE WELLFIELD PROTECTION ZONE: SITE IS NOT LOCATED WITHIN Lo DYSU6" = DOUBLE YELLOW SOLID LINE 16" WIDE A PROTECTION ZONE.(OTHERWISE NO Z p SWSL/18" = SINGLE WHITE SOLID LINE / 18" WIDE AT 45° SOIL TYPE: SITE CONSISTS OF BASINGER SOIL TYPE, U m O v N o = WHEEL STOP HYDROLOGIC GROUP D. U) p � L LL U ° PROPOSED HEAVY DUTY CONCRETE REQUIRED BUILDING SETBACKS: N � � -0 FRONT: 25' PROPOSED LIGHT DUTY ASPHALT RIEAR:1 0' a) SEE SHEET C-8 FOR PAVEMENT MATERIALS F_ PROPOSED PAINTED STAMPED CONCRETE PROPOSED BUILDING SETBACKS: Q W/ COLOR TO RESEMBLE CLAY BRICK FRONT: 146' SEE SHEET C-8 FOR DETAILS SIDE: 10' REAR: 27' (SIDEWALK) CONCRETE EXISTING�r USE: VACANT SE - SEE C 8 FOR PAVEMENT MATERIALS RPA EM PROPOSED USE: COMMERCIAL RETAIL (/) EXISTING ZONING: AG (AGRICULTURE) Z W PROPOSED SITE LEGEND PROPOSED ZONING: PD (PLANNED DEVELOPMENT) LAND COVERAGE (BASED ON 46,041.6 S.F. (1.06 AC.), O 1D SWSL / 4" (TYP). SITE AREA MINUS INGRESS/EGRESS EASEMENT) () PROPOSED: r-)2 SWSL / 6". PERVIOUS 11,532.5 S.F. (25.0%) O W C: Q DYSL / 4" (TYP). IMPERVIOUS 34,509.1 S.F. (75.0%) O O 'I DYSL / 6", PROPOSED OPEN SPACE: 25.0% LL Z :::. SWSL / 18" (TYP). (U) w - LANDSCAPE BUFFERS MANHOLE REQUIRED: V- 7 CROSSWALK STRIPING: SWSL / 12" SPACED AT 3' O.C., FRONT: 25' O 6' WIDE, PER FDOT INDEX #17346. SIDE: 5' (PER PD) O8 INLET REAR: 10' U 0 HANDICAP STRIPING, SEE DETAIL SHEET C-8 PARKING: ----.......--......--.......-- NEATLY SAW CUT AND CONSTRUCT SMOOTH TRANSITION TO EXISTING CURB. 10 LV SEE DEMOLITION PLAN FOR LIMITS OF EXISTING CURB REMOVAL. PARKING REQUIRED BY CITY OF SANFORD: 1 SPACE/200 S.F. GFA 11 18" SPILL TYPE CURB, SEE DETAIL SHEET C-8 9,955 S.F./ 200 S.F. = 50 SPACES ........................................................ 12 18" STANDARD CURB AND GUTTER (SHOWN SHADED), SEE DETAIL SHEET C-8 PARKING PROVIDED: 10'x20' STD SPACE =48 SPACES LIGHT DUTY ASPHALT, SEE TYPICAL 12'x20' HC SPACE = 2 SPACES PAVEMENT SECTIONS ON DETAIL SHEET C-8 TOTAL PROVIDED: 50 SPACES Lo ................................................. J 14 DUMPSTER ENCLOSURE, SEE DETAIL SHEET C-8 15 YARD DRAIN PARKING RATIO: 1 SPACE/200 S.F. GFA pCo ................................................... 16 2' SOLID WHITE PAINTED (THERMOPLASTIC) STOP BAR 0) 17 CONC. HANDICAP RAMP W/ TRUCATED DOME WARNING SURFACE- MAX. SLOPE 12:1 3EE DETAIL SHEET C-8 Z O18 PAINTED STAMPED CONCRETE; a a a a a ....... W/ COLOR TO RESEMBLE CLAY BRICK PMOUNTABLE CURB WITH STAMPED CONCRETE COLORED TO RESEMBLE CLAY BRICK 0 Lo t0 O O Lo O L O .............. ................ . 20 2' WIDE TYPE I, OPTION II CONCRETE TRAFFIC SEPARATOR PER O Co FDOT INDEX NO. 302 WITH BRICK STAMPED CONCRETE TOP N 21 POSTED 20 MPH SPEED LIMIT S!GN ...... 22 WHEEL STOP (TYR) 0. 23 5' SIDEWALK U F_ LU � Z ,N .......................................... 24 6" CONCRETE PAVING -SEE DETAIL SHEET C-8 25 EXISTING MANHOLE 6 SIDEWALK RAMP W/ TRE������� HEAVY DUTY CONCRET Y TABLE U oLINE to 0) CL L1 S89°55'24"E 42.50'_Cz 5.76' L3 S00°04'01"W 143.93' L4 N89°55'24"W 64.00' L5 N00°04'01"E 143.93' L6 S00°04'01"W 33.04' RIVIMED CITY OF SANFORD r�1111�•.7 FILL PLACEMENT ANY FILL TO BE PLACED ON SITE SHOULD CONSIST OF SOILS CLASSIFIED SP PER ASTM D-2487 AND HAVE LESS THAN 5 PERCENT PASSING THE NO. 200 SIEVE. THE UPPER 2 FEET OF THE ON-SITE SOILS SHOULD BE SUITABLE FOR REUSE AS COMPACTED FILL, PROVIDED THAT THE NATURAL MOISTURE CONTENT IS WITHIN AN ACCEPTABLE RANGE TO OBTAIN COMPACTION. ALL STRUCTURAL FILL SHOULD BE PLACED IN LOOSE LIFTS, WHICH DO NOT EXCEED 12 INCHES IN THICKNESS, AND SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY, AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST (ASTM D-1557). GENERALLY, THE MOISTURE CONTENT OF THE FILL MATERIALS SHOULD BE MAINTAINED BETWEEN 2% BELOW TO THE OPTIMUM MOISTURE CONTENT FOR THE FILL MATERIAL, AS DETERMINED BY ASTM D-1557. FILL PLACED IN NON-STRUCTURAL AREAS (E.G. GRASSED AREAS) SHOULD BE COMPACTED TO AT LEAST 90% OF THE MAXIMUM DRY DENSITY ACCORDING TO ASTM D-1557, IN ORDER TO AVOID SIGNIFICANT SUBSIDENCE. THE UPPER ONE FOOT OF SOILS SUPPORTING • SLABS -ON -GRADE AND PAVEMENTS SHOULD ALSO BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY OBTAINED IN ACCORDANCE WITH THE ASTM SPECIFICATION D-1557, MODIFIED PROCTOR METHOD DISCUSSED ABOVE. COMPLIANCE TESTS SHOULD BE PERFORMED AT A RATE OF 1 TEST PER 2,000 SQUARE FEET PER FOOT OF IMPROVEMENT (DEPTH) IN THE STRUCTURES AREAS AND 1 TEST PER 5,000 SQUARE FEET IN PAVED AREAS. IF ANY PROBLEMS ARE ENCOUNTERED DURING THE EARTHWORK OPERATIONS, OR IF SITE CONDITIONS DEVIATE FROM THOSE ENCOUNTERED DURING OUR SUBSURFACE EXPLORATION, THE GEOTECHNICAL ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. LAURE E M. POLINER P. 56974 Z LL Z Lu O p! � W CI Q O Z J V) W O L. N � � Cn F_ U z DOWEL DIAMETER = T/8 (IN) co 16" LONG SMOOTH DOWEL @ 18" O.C. 42w€6 46AM€r€R = r/® (Irl) A B C D E F G H FACE OF CURB 16" LONG SMOOTH DOWEL @ 18" O.C. FACE OF CURB 6" VERTICAL SAW -CUT POURED JOINT cNn 2" R. 3/16" MIN. rSEAING COMPOUND POURED JOINT DOWEL SLEEVE (CLOSED END) H 6" T = PAVEMENT T = PAVEMENT SEALING COMPOUND TO FIT DOWEL BE SECURED THICKNESS THICKNESS AND y� 10" TRANSITION FROM LOW ° + ��, b4 + 3" R. a POINT OF GUTTER TO a N 6„ SLOPE OF PAVEMENT. a �_ ., i r A 1 1/2" FDOT TYPE S -III ASPHALTIC CONCRETE O 2" FDOT TYPE S -III ASPHALTIC CONCRETE �: ° e d ."..' <: '. '' Y. v �� c 1-1/4"MIN O 0 BS. WITH A MINIMUM STABILITY OF 1,500 LBS. " `= ~ WITH A MINIMUM STABILITY OF 1,0 0 L PAVEMENT SLOPE 0 o T = -"" I 3/4"R..' '�' `T ~ '.,'p .: s .P.. '::.:'''.'.:•'.::.'_:�..,•.. �..,... .:��;.''.;::.:'.�:.:,:;;.y :e _ CLEARANCE �, COMPACTED TO A MINIMUM OF 95% OF THE COMPACTED TO A MINIMUM OF 95 /o OF HE m ti 1�gPQ}S"EfY AV)tAAENl'.: a� m ;, .... •. MARSHALL DESIGN DENSITY. MARSHALL DESIGN DENSITY. ° 4'' a r' ® OB TACK COAT PER FDOT Q O TACK COAT PER FDOT Z -T°. v ::::::::::..::: • - 0 a B SUB -BASE TOP 1/8" NO SAWCUT TOP 1/8" NO DOWEL TO BE LUBRICA ED �� e+ O W SEALING COMPOUND SEALING COMPOUND A OC 8" LIMEROCK HAVING A MINIMUM LBR OF 100 A DG 10" LIMEROCK HAVING A MINIMUM LBR OF 100 SUB -BASE I 12" 8" 3/16" MIN. {� COMPACTED TO A MINIMUM 98% OF THE MODIFIED COMPACTED TO A MINIMUM 98% OF THE MODIFIED I 10" NOTE: W4 Ry N V) U N 0o I 1. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT REDWOOD EXPANSION M PROTOR TEST. (LBR 100). PROTOR TEST. (LBR 100). 12" 18" JOINT FILLER o+ W m HORIZONTALLY BY USE OF A MECHANICAL RIG. OD 12" SUBBASE CAN BE IMPORTED MATERIAL ORA OH 12" SUBBASE CAN BE IMPORTED MATERIAL ORA 2. DRILLING BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL NOTE: a3 ^o BLEND OF NATIVE SOILS AND IMPORTED MATERIALS. BLEND OF NATIVE SOILS AND IMPORTED MATERIALS. BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. A c; COMPACTED TO A MINIMUM OF 98% OF THE MODIFIED COMPACTED TO A MINIMUM OF 98% OF THE MODIFIED SPILL TYPE CURB STANDARD CURB AND o MAXIMUM DRY DENSITY (AASHTO T-180) MAXIMUM DRY DENSITY (AASHTO T-180) BUTT JOINT TRANSVERSE EXPANSION JOINT NOTE: TRAFFIC SHOULD NOT BE ALLOWED ON THE SUBGRADE UNTIL THE BASE IS PLACED GUTTER DETAIL TO AVOID RUTTING. BEFORE PAVING, THE BASE SHOULD BE CHECKED FOR SOUNDNESS. DOWEL DIAMETER = TD W ® 2 16" LONG SMOOTH DOWEL @ 18" O.C. � x 0 LIGHT DUTY HEAVY DUTY 6" VERTICAL SAW -CUT + NOTE: BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK 1 SURFACE MATERIAL POURED JOINT VERTICAL SAW -CUT OF CURB AND SUB -BASE SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE, 3/16" MIN. SEALING COMPOUND FLEXIBLE PAVEMENT CONSTRUCTION T =PAVEMENT T =PAVEMENT 3/16" MIN. POURED JOINT Lo ........... THICKNESS DOWEL SLEEVE (CLOSED END) THICKNESS SEALING COMPOUND ........... V �--�- BASE COURSE (FIRST POUR) (SECOND POUR) TO FIT DOWEL AND BE SECURED Lo � �:. I J d 1-1/4" MIN. LO } . CLEARANCE `±.. ;' a p N ;: F•:. O ti N W e TOP 1/8" NO TOP 1/8" NO z ❑ SEALING COMPOUND uj DOWEL TO BE LUBRICATED SEALING COMPOUND z Q LO O 6" TYPE 1 PORTLAND CEMENT CONCRETE O WITH A MINIMUM COMPRESIVE STRENGTH OF 4,000 PSI AT RIBBON CURB NOTE: p 28 DAYS IN ACCORDANCE WITH ACI STANDARD 318. 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE. (0 z 4-1 N PSI. 14'X 14' CONTROL JOINT SPACING FACE OF CURB U Q O O W/ MIN, 1-3/4" SAW -CUT DEPTH. 6" 6' CONSTRUCTION JOINT CONTRACTION JOINT 3/4" BEVEL JO THAN CLEAN, FINE SAND , 200 SI DE WITH LESS FACE OF CURB CONCRETE JOINT DETAILS n IZ Q) THAN 5/o PASSING A N0.200 SIEVE, COMPACTED TO A MINMUM 95% OF THE MODIFIED PROCTOR e MAXIMUM DRY DENSITY (AASHTO T-180). 6" ~ L SURFACE MATERIAL J '� Q HEAVY DUTY .. j ... a.. SEE PAVING SPECS. B THIS SHEET BASE COURSE EXPANSION JOINT ° a' 1/2" FIBERBOARD FILLER SUB -BASE SUB -BASE COURSE NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS :. A A • ..i • cn cn 1/2" RADIUS TOOLED JOINT OR RIGID PAVEMENT CONSTRUCTION INTEGRAL CURB DETAIL VERTICAL CURB PLAN VIEW V DEEP SAWED JOINT (TYP.) W C SEE SITE PLAN CG 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. G G NOTES: • 1. SUB -BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1 FOOT BEYOND THE BACK OF CURB. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2., SLOPE 114" /FT. (NP) MAX. OU OU 2. WHERE CONCRETE PAVEMENT IS CONSTRUCTED ALL CURBING ADJACENT TO IT SHALL BE INTEGRAL CURB. GENERAL NOTES 2" 3. CONCRETE PAVEMENT SHOULD BE CONSTRUCTED ONLY OVER STABLE AND SMOOTH COMPACTED SUBGRADES. 5.0' I _ 5.0' T 5.0' T 5.0' 5.0' ` 5.0' f 5.0' 1 (TYP) (TYP � 0 ANY SURFACE DISTURBANCES OR WHEEL RUTTING SHOULD BE PREPARED PRIOR TO PLACEMENT OF CONCRETE. 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION ; q r- (NP) 0 4. THE SUBGRADE SHOULD BE THOROUGHLY WETTED IMMEDIATELY PRIOR TO THE PLACEMENT OF CONCRETE TO CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGHT OF 3000 PSI. j LL MINIMIZE ABSORPTION OF MOISTURE FROM THE CONCRETE DURING CURING. PC CONCRETE O z 5. CONCRETE PAVEMENT THICKNESS SHOULD BE UNIFORM THROUGHOUT, WITH THE EXCEPTION OF CURBING OR 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED 6P NOTE: (TYP) 4' Q Q ID 04'7 THICKENED EDGES. AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. WHERE REQUIRED REINFORCEMENT (TYP) (n 0 WILL BE No. 3 BARS 24" O.C. 4" AGGREGATE BASE ONSITE PAVING DETAILS CONCRETE CURB AND GUTTER DETAILS SECTION A -A 6x6 -EACH W1.4XW14WWFAY MAX. G,OR 90%STDCOURSE CROCTO (TYPD TO sECTIONB-B 0 0 6 x 6 - W1.4 X W1.4 WWF 90% STD. PROCTOR (TYP) CONCRETE SIDEWALK U U 3' U.1 Lu 12" TRANS. CL CL OF-CU-R-�B---�_ � , PAVEMENT-� i ELEVATION VIEW NOSE -DOWN CURB � Lo DETAIL. °' a cu PARKING BY r 2" i N � (N.T.S.) p � DISABLED - r PERMIT „ • �` MOUNT r - - _"- ONLY $ &• ''� SIGN ` 4aa4Jz HERE PROP. HANDICAP SIGN (SEE DETAIL THIS SHEET) LO LID LO L0 O O O O $250 FINE PER CITY _ _ Q -t -t -t f ORDINANCE 3211 f I "U" -CHANNEL POST N N SIGNS USED AS PER FLORIDA STATUTES (2 LBS./FT.) M O PROP. 6" WHITE STRIPING 4) a a 2' O.C. @ 60° E W Z PROP. SOLID WHITE Z NOTES: 13.34' I` HANDICAP PAVEMENT o 1. ALL LETTERS ARE 1" SERIES "C" PER MUTCD SYMBOL (SEE DETAIL 2. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) ( r _ -, j SLOPE TOP THIS SHEET) r ------------------ OF CONCRETE o BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND &BORDER i I I I i i s 3. BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING ` GROUND SURFACE 2" 2" 2" GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND &BORDER �4" BOLLARD 4. FINE NOTIFICATION SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING ' I I I I I ' _ r� u m r�*i rn m GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER ` I I I 12' I i I x. PC CONCRETE a - �� _ 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. _ 6. INSTALLATION HEIGHT OF LOWEST SIGN SHALL HAVE A MINIMUM OF 7'-0" j i j o j I j a° �� N R1-1 12� 5' TYP 12' CLEARANCE TO FINISH GRADE 3 tom, (, (> u LP j I j I i I #5 HORZ IN HANDICAPPEDSIGN DET /` IL I l i I I CONC CAP NOTE:1HANDICAP RAMPS, SPACES AND SIGNAGE /i i I I i I I 1-6" I SHALL MEET AMERICAN NATIONAL STANDARD HIGH INTENSITY GRADE OR GREATER N.T.S. 8" CONC I I I I I I NOTE: A117.1 BLOCK I I I I 1 12"X18" ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL �± AND ALL APPLICABLE CITY AND STATE I I i I I I MONOLITHIC CONC ETE HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES"' STOP SIGN V N REQUIREMENTS. W I i i I FOOTING LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITHy 2. REFER TO PAVING AND DRAINAGE I I i ❑ i MANUFACTURER'S INSTRUCTIONS. N.T.S. PLAN FOR SIDEWALK TRANSITIONS. ST NDARD SIGN BASE HANDICAPPED MARKINGS Q -� 18" DIA X 2'-6" 4" SQUARE STEEL \- CONC FOOTING ti O LL HINGE POST FILLED FOR GATE POST N.T.S. PARKING DETAIL Lu a" W/CONCRETE 12' CLR (COL TO COL) •� W W PAINTED METAL N.T.S. SWING GATES WITH W �/ Q THERMOPLASTIC METAL RAIL GATE m LATCH & CANE BOLTS 2'-0" LL 0 Q „ PLAN TVP PVC HUB -�, `Y - ..��� J r(pICAL) 1" CHAMFER BAND-�` Hole for 5/8 0 dowel. 1 ft. o :. .. ( i z'-o"R from each end. (typical of 2 N W 4'-6"X6' PAINTED METAL r a + ' °' a RUBBER BOOT O O Z %' holes >,,. H ° I SWING GATES WITH #5 VERT IN CONC 1'-0" W o METAL RAIL, GATE + ` 4' 9" '1 � FILLED CELL. 1 EA � T � V LATCH & CANE BOLTS CORNER &END 9 yP' o, LEFT TURN 2.5'R 4" STORM SEWER 4" SQUARE STEEL HINGE C° I= POST FILLED W/CONCRETE - TyP' MAIN 6" CONC SLAB W/6X6 #5 DOWELS X :J - ' W1.4xW1.4 1 30" LG W110" ? 1.0„ , F _ 1 HOOK. EA , NOTE: FILLED CELL TyP EXERCISE CARE WHEN DRILLING INTO MAIN, SO ~•'+ ` PAVEMENT 45° CHAMPFER 2-0"R THAT PIPE IS NOT CRACKED OR FRACTURED. 18" 1,_0„ 6.5' NOTE: ALL TRAFFIC FLOW ARROWS 12"X18" MONOLITHIC CONC FOOTING TO BE REFLECTIVE WHITE 4,_9", W/2 #5'S CONT PAINT TYP• LOCATE AT EDGE OF PARKING SPACE SECTION I N S E RTA TEE DETAIL z ACCESSIBLE- RIGHT N.T.S. IF TYPICAL 12'x1®' TRASH ENCLOSURE WITti r TRAFFIC FLOW ARROW I PARKING SYMBOLMONOLITHIC FOOTER AND SLAB DESIGN N.T.S. WHEEL STOP DETAIL LAUR NCELAUR NCE M.POLIN N.T.S. :>> NT56974 ... S ..,;�x OCT 1 2DOa