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HomeMy WebLinkAbout50 Towne Center Cir (a)List of Abbreviations I A AJC AIR CONDITION E EA EACH I INT INTERIOR R R RADIUS, RISER, V VEST VESTIBULE � AB ANCHOR BOLT EB EXPANSION BOLT INV INVERT THERMAL RESISTANCE VIF VERIFY IN FIELD ACT ACOUSTICAL CEILING TILE EIFS EXTERIOR INSULATING RD ROOF DRAIN VTR VENT THRU ROOF I AD ADJUSTABLE, ADJACENT FINISH SYSTEM J JAN JANITOR RECP RECEPTACLE VWC VINYL WALL COVERING AFF ABOVE REF FINISHED EJ EXPANSION JOINT JB JUNCTION BOX REF FLOOR (SLAB) EL ELEVATION JT JOINT REFR REFRIGERATOR W W WIDTH AHU AIR HANDLER UNIT ELEC ELECTRICAL REG REGLET W/ WITH ALT ALTERNATE ELEV ELEVATOR L L LENGTH REINF REINFORCEMENT W/13 WITHOUT ALUM ALUMINUM LAM LAMINATE REQ REQUIRED WC WATER CLOSET EQ EQUAL LAV LAVATORY REV REVISION WD WOOD APPROX APPROXIMATE EQUIP EQUIPMENT LBL LABEL RM ROOM WH WATER HEATER ARCH ARCHITECT ESC ESCALATOR LBS POUNDS WP AUTO AUTOMATIC EWC ELECTRIC LF LINEAR FEET RO ROUGH OPENING WT WEIGHT WATER COOLER LT WT LIGHT WEIGHT RTU ROOF TOP UNIT WWF WELDED WIRE FABRIC B BO BOTTOM OF EXIST EXISTING WWM WELDED WIRE METAL BD BOARD EXP EXPANSION M MAS MASONRY S SC SOLID CORE BLDG BUILDING EXT EXTERIOR MAX MAXIMUM SCHEID SCHEDULE Y YD YARD BM BEAM MECH MECHANICAL SCP SCUPPER BRG BEARING F FACP FIRE ALARM MFR MANUFACTURER SID SOAP DISPENSER BTM BOTTOM CONTROLPANEL MH MANHOLE SEAL SEALANT . BUR BUILT UP ROOF FD FLOOR DRAIN MIN MINIMUM SECT SECTION FDN FOUNDATION MIN MINIMUM, MINUTE SF SQUARE FEET . C CB CATCH BASIN FIN FINISHED SHT SHEET CG CORNER GUARD FLR FLOOR MLDG MOLDING Sim SIMILAR Cil CASTIRON FR FIRE RESISTANT MO MASONRY OPENING SPEC SPECIFICATION Ci CONTROL JOINT FR -S FIRE -RETARDANT MR MOISTURE RESISTANT SS STAINLESS STEEL, CIL CENTER LINE WOOD TREATMENT MTD MOUNTED SERVICE SINK CLG CEILING FT FEET, FOOT MTL METAL STD STANDARD FTG FOOTING MUL MULLION STL STEEL CLR CLEAR FURR FURRING STOR STORAGE FUT FUTURE N NIC NOT IN CONTRACT MASONRY UNIT NOM NOMINAL SUSP SUSPENDED Co CLEAN OUT G GA GAUGE NTS NOT TO SCALE SY COIL COLUMN GAL GALLON CONC CONCRETE GALV GALVANIZED 0 OC ON CENTER T T TREAD CONST CONSTRUCTION III GRAB BAR OD OUTSIDE DIAMETER T&G TONGUE & GROOVE CONT CONTINUOUS GC GENERAL CONTRACTOR OPP OPPOSITE TBL TABLE CONTR CONTRACTOR GYP GYPSUM OVFL OVERFLOW TELE TELEPHONE TEMP TEMPERED CT CERAMIC TILE H HB HOSE BIBB P PL PLATE THK THICK CTR CENTER HC HOLLOW CORE PLAM PLASTIC LAMINATE TLT TOILET CU CONDENSING UNIT TO TOP OF CW COLD WATER HM HOLLOW METAL PLBG PLUMBING TPD TOILET PAPER HORIZ HORIZONTAL PLWD PLYWOOD DISPENSER D DBL DOUBLE HR HOUR PNL PANEL TS TUBE STEEL DEPT DEPARTMENT HT HEIGHT PR PAIR TV TELEVISION DET DETAIL HTG HEATING PREFAB PREFABRICATED TYP TYPICAL DF DRINKING FOUNTAIN HVAC HEATING, VENTILATING PT POINT DIA DIAMETER & AIR CONDITIONING PT PRESSURE TREATED U LION UNLESS Ol DIM DIMENSION HW HOT WATER PTD PAPER TOWEL DISPENSER WISE NOTED PVC POLY VINYL CHLORIDE UTIL UTILITY DN DOWN I ID INSIDE DIAMETER DS DOWNSPOUT IN INCH 0 QT QUARRY TILE V VB VINYL BASE DWG DRAWING INCL INCLUDING VCT VINYL COMPOSITE TILE INSUL INSULATION I Legend . . i ^' * GRID DESIGNATION ee-2�' Z-�� BUILDING SECTION I , &__ A301-2 A301-2 F1 0-2] ROOM NUMBER SHEET NUMBER f t- SECTION NUMBER (93) DOOR NUMBER I , z�, 0 WALL SECTION . A302-3 SHEET NUMBER ---J f- SECTION NUMBER <�> WINDOW TYPE @ A501-6 0 SECTION DETAIL SHEET NU M_ WALL TYPE (D KEY NOTE (A8 DETAIL REFERENCE A6 REVISION NUMBER SHEET NUMBER - ilt DETAIL NUMBER Alk TO SOMETHING \,F y ELEVATIONS TAGS .,�� T EXTERIOR ELEVATION x -M. - C> A201-2 �! SH . EET NUMBER I #L-� ELEVATION NUMBER SPOT ELEVATION TAG - 0)t I ZI-LN, 4 A401 2 INTERIOR ELEVATION gb NORTH ARROW I ������!!���� , N SHEET NUMBER -��- ZELEVATION NUMBER 1 3 ' L . " I I . Project Notes . 1. ALL WORK SHALL COMPLY WITH LOCAL, STATE AND NATIONAL CODES, AS WELL AS MANUFACTURER INSTALLATION INSTRUCTIONS. 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 CERTIFICATE OF OCCUPANCY. 4. CONTRACTORS ARE TO PROVIDE ALL TEMPORARY UTILITIES AND INFRASTRUCTURE REQUIRED TO PERFORM THE WORK, INCLUDING FIRE PROTECTION AS REQUIRED DURING CONSTRUCTION. 5. EACH CONTRACTOR AND SUBCONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AND SITE CONDITIONS PRIOR TO ISSUING BIDS. CHANGE ORDERS WILL NOT BE APPROVED FOR FAILURE M DO SO. I 6. PRODUCTS SPECIFIED OR OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS SHALL NOT BE SUBSTITUTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. 7. THE 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. 9. II ALL DIMENSIONS ARE TO THE FACE OR CENTER OF STRUCTURE FOR NEW ELEMENTS AND TO THE FACE OF FINISH FOR EXISTING ELEMENTS. 10. ANYWHERE THE TERM PROVIDE OR INSTALL IS USED, IT SHALL MEAN PROVIDE AND INSTALL UNLESS OTHERWISE NOTED, 1 1. ALL WORK SHALL BE IN COMPLIANCE WITH ALL EXISTING WARRANTIES. CONTRACTOR SHALL CONTACT LANDLORD / TENANT DIRECTLY TO OBTAIN ALL EXISTING WARRANTY INFORMATION. 12. ALL ROOF WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE N.R.C. STANDARD RECOMMENDATIONS AND DETAILS. General Notes: = I : REVIEW OF CONSTRUCTION DOCUMENTS: ASBESTOS MATERIALS: THE CONTRACTOR SHALL REVIEW CONSTRUCTION DOCUMENTS,INCLUDING PLANS AND SPECIFICATIONS, IT IS THE INTENT OF THESE CONSTRUCTION DOCUMENTS TO INDICATE MATERIALS AND PRODUCTS FOR AND EXISTING SITE AND BUILDING CONDITIONS PRIOR TO BID. NOTIFY AND SUBMIT DISCREPANCIES OR USE IN THE CONSTRUCTION WHICH DO NOT CONTAIN ASBESTOS. THE CONTRACTOR SHALL NOT CAUSE CONFLICTS TO THE ARCHITECT FOR CLARIFICATION OR RESOLUTION. OBTAIN SATISFACTORY TO BE INCORPORATED INTO THE WORK MATERIALS OR PRODUCT WHICH CONTAIN ASBESTOS IN ANY RESOLUTION OF SUBMITTED ITEMS PRIOR TO BID. BY ENTERING INTO A CONTRACT WITH MILLER'S ALE DEGREE WHATSOEVER. 1, HOUSE THE CONTRACTOR AGREES THAT THE CONSTRUCTION DOCUMENTS ARE SATISFACTORY AND . . . SUFFICIENT TO PROVIDE THE WORK INDICATED FOR THE AGREED AMOUNT AND WITHIN THE PROJECT PERMITS, FEES: SCHEDULE. THE CONTRACTOR SHALL NOT HOLD ALE HOUSE OR THE ARCHITECT RESPONSIBLE FOR THE CONTRACTOR SHALL OBTAIN REQUIRED PERMITS AND INSPECTIONS FOR THE WORK INDICATED IN COSTS OR DELAYS RESULTING FROM DISCREPANCIES OR CONFLICTS PRIOR TO BID. THESE CONSTRUCTION DOCUMENTS AND PAY ASSOCIATED FEES. ACCESSIBILITY: CONTRACTORS INSPECTION: ACCESSIBILITY IN CONFORMANCE WITH THE"AMERICANS WITH DISABILITIES ACT" (ADA) LATEST VERSION, MAKE DETAILED INSPECTION OF WORK AREA AND ADJOINING CONSTRUCTION PRIOR TO BEGINNING FOR THE TENANT IMPROVEMENT AREAS AFFECTED BY THESE CONSTRUCTION DOCUMENTS IS INTENDED INSTALLATION. VERIFY GOVERNING DIMENSIONS AND OTHER PERMISSIBLE DIMENSIONAL TOLERANCES. AND INDICATED BY THE DESIGNS AND SPECIFICATIONS HEREIN. REPORT IN WRITING UNSATISFACTORY CONDITIONS ENCOUNTERED: DO NOT BEGIN INSTALLATION UNTIL �� � .! I., CONDITIONS ARE CORRECT. BEGINNING INSTALLATION SIGNIFIES ACCEPTANCE OF CONDITIONS. ACCESSIBILITY IN CONFORMANCE WITH THE ADA FOR THE REMAINDER OF THE RETAIL FACILITY, -, _%14L INCLUDING PUBLIC AREAS, IS THE RESPONSIBILITY OF THE BUILDING OWNERILANDLORD. PROTECTION OF THE WORK: I 09-0505.09 PROTECT EXISTING BUILDING AND SITE CONDITIONS INDICATED TO REMAIN OR UNAFFECTED BY THE THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY SUSPECTED NON-COMPLIANT CONDITIONS IN WORK. PROTECT NEW WORK, INCLUDING STORED MATERIALS AND EQUIPMENT, FROM CONSTRUCTION THE TENANT IMPROVEMENT AREAS, THE RETAIL FACILITY OR PUBLIC AREA, THAT THE CONTRACTOR MAY DAMAGE, WEATHER, OR VANDALISM. ENCOUNTER. A301 SECTIONS & DETAILS -_ BUILDING ATTACHMENTS, CUTTING AND PATCHING: I RESPONSIBILITIES OF THE TENANT (MILLER'S ALE HOII ATTACHMENTS, DRILLING, CUTTING AND PATCHING OF THE EXISTING BUILDING IT IS THE RESPONSIBILITY OF MILLERS ALE HOUSE TO MAINTAIN THE REQUIRED AISLEWAYS AND AND ADJACENT CONSTRUCTION REQUIRED FOR INSTALLATION OF THE WORK INDICATED BY THESE CLEARANCES AS INDICATED BY THESE CONSTRUCTION DOCUMENTS FREE FROM OBSTRUCTION OR CONSTRUCTION DOCUMENTS. REVIEW AND OBTAIN APPROVAL OF THE BUILDING OWNERILANDLORD FOR INTRUSION. ATTACHMENTS, DRILLING, CUTTING AND PATCHING WORK. MAINTAIN WARRANTIES AND GUARANTEES. X I COUNTER FLASH BUILDING PENETRATIONS AND MAKE WEATHER TIGHT, CLEANING OF WORK AREAS: -G A k 11q , t- 1�1 MAINTAIN WORK AREA CLEAN AND FREE OF OBSTRUCTIONS TO THE ORDERLY PROGRESS OF THE WORK. I CLEAN TRASH AND DEBRIS FROM THE SITE DAILY. ,GLIARANTEE: WORKMANSHIP, MATERIAL AND EQUIPMENT PROVIDE AND OR INSTALLED UNDER THESE CONSTRUCTION ri DOCUMENTS SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL SWINGING ACCEPTANCE OF THE WORK BY ALE HOUSE, COVERING EQUIPMENT FAILURE, DEFECTIVE MATERIALS OR 11-1101.03 FAULTY WORKMANSHIP, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF . FAULTY OR DEFECTIVE ITEMS AND DAMAGE CAUSED BY SUCH A FAILURE OR DEFECT. Project Desc THE SCOPE OF WORK COVERED IN THIS SET OF DRAWINGS IS FOR AN ALTERATION TO AN EXISTING RESTAURANT. A PORTION OF THE EXISTING RESTAURANT INTERIOR WILL BE CONVERTED INTO PATIO SPACE. THE EXISTING PATIO WILL ALSO BE ALTERED. THE SCOPE DOES NOT INCLUDE A CHANGE IN OCCUPANCY TYPE OR USE. THE SCOPE DOES NOT INCLUDE AN INCREASE IN AREA. Location -Mar) NOTTOSCALE - I I 4 "111� I I /_ � I �i = I : * ;: � F� ' WEST STATE RD 46 ,-� �� �� I ,� � . 11 !I � :; . I . i i WEST 1 ST ST i 1 ll� I i I �1, r � _ 1 111. , , ,,, " `�. '); . . . I �,�� - W, 'I �� . i 1 1 i� I I I � . I li���I�o7 11 : A, PROJECtSITE � � 1: 11 -11 � , � I I 1� ­� Or - , IF � 1.110-y �� '1�1� ­F"F­ l*l:j!: .., ,�, I � � . 11 � I - 'il : , , , ", ��! � 11 I I,, , � ,F.�= It !, �� - � �F . . .. 11 � 11� IF : " v .. .. , ", ��Iilsw,40 � I I � , ICI I ,,:::, � I .1 ,� - __ � 11 I.,� i, ow , 1 I 1�­ .- 1 , i I , , � 'i, �,���� t I i � � , I I Nel 1,I I ,,, � /y F, - , I , I I I I I I 1 ,, �' ,� W ll,'�,� " � , i/,� � ��, . ` , , � , �' I EXPIRATION I , � I , � I � . 'O , �" , � W '", Q:- ._� j ��Ii I I Ill � � I 1 4j Q , . � I � 1 - 04-1 _�.�,Fm��;, F I I I 1� _ & ��L�,�7,�i, � 1 0 . 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I., , Y , I w41- I , �� I I -, _%14L 1� REFER TO LIFE SAFETY PLAN FOR Code Information ADDITIONAL CODE INFORMATION JURISDICTION AUTHORITY CITY OF SANFORD, BUILDING & FIRE PREVENTION DIVISION, COMMERCIAL PERMITTING 300 NORTH PARK AVENUE, SANFORD, FL 32771 PHONE #(407) 688-5150 FAX#(407)688-5152 NUMBER OF SETS OF DRAWINGS REQUIRED FOR COMMERCIAL PERMIT: 5 SETS . PRODUCT APPROVAL DOCUMENTATION & MANUFACTURER'S INSTALLATION INSTRUCTIONS: 2 SETS APPLICATION FEE AND BASE PERMIT FEE REQUIRED UP FRONT, $25 & $40. BALANCE AFTER REVIEW. . ADOPTED CODES BUILDING: 2010 FBC, BUILDING FIRE: 2010 FLORIDA FIRE PREVENTION CODE (INCLUDING 2009 EDITION OF NFPA) ACCESSIBILITY: 2010 FBC, ACCESSIBILITY EXISTING BUILDING: 2010 FBC, EXISTING BUILDING ENERGY: 201 0 FBC, ENERGY CONSERVATION PLUMBING: 2010 FBC, PLUMBING MECHANICAL: 2010 FBC, MECHANICAL FUEL / GAS: 201 0 FBC, FUEL/ GAS ELECTRICAL: 2008 NATIONAL ELECTRIC CODE I THIS SCOPE OF WORK IS CLASSIFIED AS A LEVEL 2 ALTERATION AS DEFINED BY CHAPTER 4 OF THE EXISTING BUILDING SECTION OF THE 2010 FBC. I BUILDING AND CONSTRUCTION DATA OCCUPANCY CLASSIFICATION I 303): GROUP A-2 - ASSEMBLY (RESTAURANT) CONSTRUCTION TYPE (FBC TABLE 601): TYPE V -B, SPRINKLERED MAXIMUM HEIGHT & AREA I TABLE 503) MAXIMUM HEIGHT 40'-O' (ONE STORY) ACTUAL EXISTING HEIGHT 32'-I (ONE STORY) I MAXIMUM AREA 24,000 SF - . " - 6,000 SF MAX FROM TABLE 503 INCREASED TO 24,000 SF AS ALLOWED BY FBC 506.3 EXISTING BUILDING AREA BEFORE ALTERATION EXISTING INTERIOR AREA 8,052 SF EXISTING ENCLOSED, UNCOVERED AREA (REAR SERVICE YARD) 470 SF EXISTING COVERED, UNENCLOSED AREA (FRONT ENTRY CANOPY) � 478 SF EXISTING PATIO AREA 562 SF TOTAL EXISTING AREA 9,562 SF AREA OF EXISTING BUILDING UNDERGOING ALTERATION INTERIOR AREA BEING CONVERTED TO PATIO 1,448 SF EXISTING PATIO UNDERGOING ALTERATION 562 SF , TOTAL AREA UNDERGOING ALTERATION 2,01 0 SF FINAL BUILDING AREA AFTER ALTERATION IS COMPLETE FINAL INTERIOR AREA 6,604 SF FINAL PATIO AREA 2,010 SF FINAL ENCLOSED, UNCOVERED AREA 470 SF FINAL COVERED, UNENCLOSED AREA 478 SF TOTAL FINAL BUILDING AREA 9,562 SF WIND PRESSURES REFER TO STRUCTURAL DRAWINGS FOR RISK CATEGORY, WIND ZONE, BUILDING CATEGORY, WIND EXPOSURE, AND ASSOCIATED DESIGN PRESSURES ALL DOORS, WINDOWS, AND ROOF SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH AN ASSOCIATED N.O.A. OR FLORIDA PRODUCT APPROVAL. I Miami Dade Notice of Acceptance (NOA) Information I ARCHITECT, SUB MANUFACTURER & MODEL 248 LEVY ROAD N.O.A. FL. PRODUCT CATEGORY CATEGORY NUMBER (OR PRODUCT NAME) N.O.A. # EXPIRATION APPROVAI ELECTRICAL I (407) 286-1787 PHONE (904) 241-4427 FAX DATE (IF APPLICABLE) CLADDING CURTAIN ARCHITECTURAL ALUMINUM & GLASS CO. 09-1022.01 MARCH 31, 2015 - A121 WALLS (CURTAIN WALL WINDOW SYSTEMS) - X A122 FINISH PLAN DOORS SWINGING . . CECO DOOR PRODUCTS 09-0505.09 AUG. 05,2014 - A201 EXTERIOR ELEVATIONS (HOLLOW METAL DOOR & FRAME) X I A301 SECTIONS & DETAILS -_ DOORS AUTOMATIC STANLEY ACCESS TECHNOLOGIES 10-0331.08 MARCH 21,2015 - A601 DOOR & WINDOW SCHEDULES & SECTION DETAILS (DURA STORM 3000) X I 4_j U - _0 -G A k 11q , t- 1�1 -1 =+-j ARCHITECTURAL ALUMINUM & GLASS CO. &_ 0 L#C;- 1 1 1- tn 1�t :* ri DOORS SWINGING (MEDIUM STYLE OUTSWING DOOR) 11-1101.03 DEC. 31, 2016 . X I FS2 TO BE USED WHEN IMPACT RESISTANCE IS X X FS3 FOOD SERVICE EQUIPMENT PATIO BAR ELEVATIONS & DETAILS NOT REQUIRED _'�_ SHUTTER ALUM ACCORDION FLORIDA STORM PANELS INC. 10-0930.12 APRIL 23, 2016 - I I I I I IF THE GC WISHES TO PROPOSE ALTERNATE SYSTEMS OTHER THAN THE ONES SPECIFIED, HE SHALL SUBMIT DOCUMENTATION VERIFYING THAT THE PROPOSED ALTERNATES MEET THE WIND PRESSURE REQUIREMENTS. THIS DOCUMENTATION SHALL BE SUBMITTED TO THE OWNER FOR REVIEW AS WELL AS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMIT, INSPECTION, & C.O. NOTE: CITY OF SANFORD REQUIRES 2 COPIES OF FLORIDA PRODUCT APPROVAL AND MANUFACTURES INSTALLATION INSTRUCTIONS TO BE SUBMITTED WITH DRAWINGS. . . I . . . I .. 1. ­. Fire Protection Notes: - .1 % I . . I I THE EXISTING BUILDING HAS EXISTING FIRE SPRINKLER, FIRE ALARM, AND HOOD SUPPRESSION SYSTEMS. THESE EXISTING SYSTEMS WILL BE REVISED AS REQUIRED FOR THIS ALTERATION. THE REVISIONS TO THESE SYSTEMS WILL BE DESIGNED . DURING CONSTRUCTION, BY THE THE CONTRACTOR, THROUGH SHOP DRAWINGS AND CALCULATIONS THAT ARE SIGNED AND SEALED BY A REGISTERED ENGINEER. THE CONTRACTOR SHALL SUBMIT THE SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS TO THE LOCAL JURISDICTION AS REQUIRED FOR PERMITTING. NO WORK ON THE FIRE PROTECTION SYSTEMS SHALL TAKE PLACE UNTIL THE APPROPRIATE PERMITS ARE OBTAINED BY THE FIRE PROTECTION SUB CONTRACTORS. - , ., . . I � : * - � . - 0 : . I',' Contact Information � / . I I - .- . � . mronn tlu=l" OTI --ilill"W'"', -4 '01 THESE PLANS APE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALLEIF� CONSTRUED TO BE A LICENSE TO PROCEED Wall THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER. OR SET ASIDE ANY OF Tii rROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC, T1ON Or ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. CLIENT: RPC GENERAL CONTRACTORS, INC. ARCHITECT, CUHACI & PETERSON STRUCTURAL HIGGENBOTHAM ENGINEERING 248 LEVY ROAD MECHANICAL 1925 PROSPECT AVENUE ENGINEER: 3222 CORRINE DR., SUITE F ATLANTIC BEACH, FLORIDA 32233 ENGINEER, & ORLANDO, FLORIDA 32814 ORLANDO, FLORIDA 32803 . 1 1(904) 241-4416 PHONE ELECTRICAL (407) 661-9100 PHONE (407) 286-1787 PHONE (904) 241-4427 FAX ENGINEER: (407) 661-91 01 FAX (407) 677-0084 FAX CONTACT: SHANE FEEMSTER - A110 CONTACT: GABE ROBERTSON CONTACT: HAROLD HIGGENBOTHAM X I A121 EMAIL: gaber@c-p.com X I IS Miller's Ale House Patio Alteration 50 Town Center Circle Sanford, Fl. 32771 Drawing Index - I SHEET NO. � TITLE I ��, Z e 1\1D A� , I ARCHITECTURAL IN 4 c- 9 4,; , I ,,,C� N., ^ sz AOOO COVER SHEET X X A100 DEMOLITION PLAN X X - A101 LIFE SAFETY PLAN X X I - A110 - ARCHITECTURAL SLAB PLAN X X I A121 FLOOR PLAN X - X A122 FINISH PLAN - X X I A131 REFLECTED CEILING PLAN X X A201 EXTERIOR ELEVATIONS X X I A301 SECTIONS & DETAILS -_ X - I X I A401 INTERIOR ELEVATIONS X X A601 DOOR & WINDOW SCHEDULES & SECTION DETAILS X X I 4_j U - _0 -G A k 11q , t- 1�1 -1 =+-j FOOD SERVICE &_ 0 L#C;- 1 1 1- tn 1�t :* ri * "_1 2 �N. -k " 9 i FS1 FOOD SERVICE EQUIPMENT & FURNITURE PLAN X X I FS2 FOOD SERVICE EQUIPMENT SCHEDULE & ENLARGED PLAN X X FS3 FOOD SERVICE EQUIPMENT PATIO BAR ELEVATIONS & DETAILS _'�_ STRUCTURAL I S001 GENERAL NOTES X X I S101 FOUNDATION PLAN X X S201 EXST. ROOF ROOF FRAMING III NEW AWNING & CEILING FRAMING PLAN X X S301 STRUCTURAL SECTIONS AND TYPICAL DETAILS X X - S302 STRUCTURAL SECTIONS AND TYPICAL DETAILS X X S401 STRUCTURAL SECTIONS AND TYPICAL DETAILS X X I I � �, I FIRE PROTECTION - . � FP101 FIRE PROTECTION FLOOR PLAN X X - I - - . . PLUMBING - Pool PLUMBING GENERAL INFORMATION X -, - , X P101 SANITARY & VENT FLOOR PLAN X X P102 WATER & GAS FLOOR PLAN � X - X P401 PLUMBING RISER DIAGRAMS X X - t� MECHANICAL .- M001 MECHANICAL GENERAL INFORMI X X M101 MECHANICAL FLOOR PLAN X X I I I - ELECTRICAL - E001 ELECTRICAL LEGEND, PANEL SCHEDULE & DETAILS X X E002 ELECTRICAL SPECIFICATIONS - I X X E101 � LIGHTING PLAN X I X I I I I . E102 _f� POWER PLANS X --I ---- k_1 - I I I - - ___�7 1 I I I I I I - - � I - �­­ ­­ � � , . - I I 11 F. � .., . I . IN 4 c- 9 4,; , I ,,,C� N., ^ sz Q 8 1 C 0 03 5 ;__4 , . � **1 l CulP.4 0 � .� 't - = 4_j . F� U Er. 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ORREC PRO,JJS�ONS F . A pER I -T qil'� , I ING A C UCTION 'Ci 0 -T C, R I , CONS'TR �UAN �e,R,AF , 15� t)5PT 5ii ��,'J, �N 1 -HIE , , 55, __Qo,,-� - O�7 -1 Oj"� 0- t.,�'- .ilo'l I . ., , 'A T, ov" C'T��fl \jl(DLAI PERMIT # -11--211-?L 'I'll I I OFFICE - I I . � 0 - . W to W �R S!! M U.) I 0) CC) RW . _117 (D _j < CD -125 LL1 Lj_ . w M 0 REAR Demolition Plan LEFT RIGHT 1 Scale 3116"--V-0" (iTN FRONT DASHED LINE INDICATES EXISTING INTERIOR AREA TO BE CONVERTED TO PATIO. REFERRED TO AS "ZONE 1" DASHED LINE INDICATES EXISTING EXTERIOR PATIO AREA TO BE ALTERED. REFERRED TO AS "ZONE 2" Demolition Plan General Notes 1. ALL ITEMS DEPICTED ON THIS PLAN WITH SOLID BLACK LINES ARE EXISTING AND TO REMAIN, U.O.N. ALL EXISTING ITEMS TO REMAIN SHALL BE CLEANED AND PREPARED TO RECEIVE NEW FINISHES AS SPECIFIED. 2. ALL ITEMS DEPICTED ON THIS PLAN WITH GRAY, DASHED LINES ARE EXISTING TO BE REMOVED, U.O.N. 3. ALL DIMENSIONS SHOWN ARE TO THE FACE OF THE STRUCTURAL ELEMENT, U.O.N. 4. PRIOR TO SUBMITTING BIDS OR STARTING ANY WORK, CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS OR STARTING ANY WORK. S. COORDINATE ALL APPLIANCE AND PLUMBING FIXTURE OPENINGS WITH CABINETRY. 6. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. 7. REFER TO THE STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION REGARDING CHANGES TO THE EXISTING STRUCTURALSYSTEMS. 8. CONTRACTOR SHALL DEMOLISH AND REMOVE UNUSED PLUMBING, VENT STACKS, AND GAS LINES TO SOURCE WHERE POSSIBLE. PLUMBING LINES THAT ARE NOT BEING REUSED SHALL BE CAPPED UNDER FLOOR, BEHIND WALL, OR ABOVE CEILING AS REQUIRED. PATCH AND REPAIR EXISTING CONDITIONS TO REMAIN. VERIFY ALL PLUMBING REQUIREMENTS BASED ON NEW EQUIPMENT PROVIDED. IDENTIFY EXTENT OF SLAB REMOVAL PRIOR TO CUTTING. INSTALL NEW PLUMBING FIXTURES TO COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES. REFER TO THE PLUMBING DRAWINGS FOR COMPLETE INFORMATION REGARDING CHANGES TO EXISTING PLUMBING SYSTEMS. 9. REFER TO THE MECHANICAL DRAWINGS FOR COMPLETE INFORMATION REGARDING CHANGES TO THE EXISTING MECHANICAL SYSTEMS. 10. VERIFY & REMOVE ALL ELECTRICAL DEVICES THAT WILL NOT BE REUSED. REMOVE / RELOCATE ALL EXPOSED CONDUIT TO ABOVE CEILING. ALL UNUSED WIRING SHALL BE REMOVED FROM CONDUIT TO PANEL. REUSE ALL EXISTING CIRCUITS AND WIRING TO COMPLY WITH NEW PLAN AND PANEL SCHEDULE. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE INFORMATION REGARDING CHANGES TO ELECTRICAL SYSTEM. 11. VERIFY THAT ALL SYSTEMS ARE CAPABLE TO COMPLY WITH NEW PLANS AND SPECIFICATIONS. NOTIFY THE ARCHITECT OF ANY INADEQUATE ELEMENTS THAT WOULD PREVENT THE PROPER OPERATION OF THE SYSTEM AND / OR ITEMS THAT WOULD VIOLATE CODE. 12. ALL SALVAGEABLE MATERIALS REMOVED SHALL REMAIN THE PROPERTY OF THE OWNER, U.O.N. ALL NON -SALVAGEABLE MATERIALS AND DEBRIS SHALL BE REMOVED FROM THE SITE AS WORK PROGRESSES. 13. PROTECT ALL EXISTING FINISHES, WALLS, FIXTURES, AND DEVICES TO REMAIN. 14. PROVIDE TERMITE PROTECTION TREATMENT AT ALL NEW CONCRETE FOUNDATIONS PER FBG CHAPTER 18, SECTION 1816. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES 15. CONTRACTOR SHALL PROVIDE INTERIOR TEMPORARY CONSTRUCTION BARRICADES AS NEEDED TO ALLOW THE RESTAURANT TO REMAIN OPEN DURING ALTERATIONS. 16. CONTRACTOR SHALL VERIFY STORAGE LOCATION WITH OWNER / TENANT FOR ALL EQUIPMENT AND FIXTURES THAT ARE TO BE REMOVED AND REINSTALLED. 17. ALL EQUIPMENT / FIXTURES / FURNISHINGS ARE TO BE INSTALLED BY CONTRACTOR INCLUDING ITEMS SUPPLIED BY OWNER OR ITEMS THAT ARE TO BE REMOVED AND REINSTALLED AS PART OF THE PROJECT, 18. CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED DURING DEMOLITION. 19. CONTRACTOR SHALL REPAIR ANY AREAS OF EXISTING DAMAGE. CONTRACTOR SHALL ALSO REPAIR ANY ITEMS OR AREAS THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. Demolition Plan Scope Notes GENERAL 1. THE DEMOLITION IS LIMITED TO THE AREA OF THE EXISTING INTERIOR THAT IS BEING CONVERTED TO PATIO (ZONE 1) AND THE AREA OF THE EXISTING EXTERIOR PATIO (ZONE 2). 2. THE SCOPE DOES NOT INCLUDE ANY DEMOLITION RELATED TO THE SITE, OTHER THAN WHAT IS REQUIRED TO MODIFY THE EXISTING UTILITIES AS SHOWN ON THE PLUMBING PLANS. 3. THE SCOPE DOES NOT INCLUDE ANY DEMOLITION RELATED TO THE SIDEWALKS OR LANDSCAPE AREAS AROUND THE BUILDING, OTHER THAN WHAT IS REQUIRED TO ALTER THE EXISTING PATIO. 4. THE SCOPE DOES NOT INCLUDE ANY DEMOLITION RELATED TO THE MAIN BUILDING ROOF. ZONE 1 0 1. REMOVE EXISTING EXTERIOR DOORS AND WINDOWS. E p 2. REMOVE EXISTING EXTERIOR WALL AND FINISHES BELOW EXISTING WINDOWS. 3. REMOVE PORTIONS OF EXISTING EXTERIOR WALL AS SHOWN ON THE DEMOLITION PLAN. 4. REMOVE EXISTING EXTERIOR AWNINGS. 5. REMOVE EXISTING FLOOR FINISHES. 6. REMOVE EXISTING FLOOR SLAB AS NEEDED FOR NEW FINISHES &NEW UNDERGROUND PLUMBING, CONDUIT, ETC. 7. HALF HEIGHT WALLS THAT ARE NO LONGER BEING USED SHALL BE REMOVED ENTIRELY. a 8. FOR HALF HEIGHT WALLS THAT ARE BEING CONVERTED INTO FULL HEIGHT WALLS, THE EXISTING FINISHES SHALL BE REMOVED AND THE WALL STRUCTURE SHALL BE MODIFIED AS NEEDED TO EXTEND THE WALL ABOVE THE CEILING. 9. REMOVE EXISTING CEILING, 10. ALL EXISTING EQUIPMENT, FIXTURES, AND FURNISHINGS THAT ARE SHOWN WITH GRAY, DASHED LINES ARE TO BE REMOVED.. CONTRACTOR SHALL CONFIRM WITH OWNER / TENANT WHICH EXISTING EQUIPMENT, FIXTURES, AND FURNISHINGS ARE TO BE RE -USED. 11. EXISTING EQUIPMENT, FIXTURES, AND FURNISHINGS THAT ARE SHOWN WITH BLACK, SOLID LINES MIGHT HAVE TO BE TEMPORARILY REMOVED DURING DEMOLITION / CONSTRUCTION. CONTRACTOR SHALL LEAVE AS MANY ITEMS IN PLACES g AS POSSIBLE. FOR ANY ITEMS THAT HAVE TO BE TEMPORARILY REMOVED, CONTRACTOR SHALL COORDINATE WITH OWNER / TENANT AS NEEDED FOR REMOVAL, STORAGE, AND REPLACEMENT. ZONE 2 12. REMOVE EXISTING PATIO FURNITURE, STORE FOR REUSE AS DIRECTED BY CONSTRUCTION SUPERVISOR. 13. REMOVE EXISTING CONC SIDEWALK AS NEEDED FOR NEW FINISHES & NEW UNDERGROUND PLUMBING, CONDUIT, ETC. 13.. REMOVE EXISTING AWNINGS 's 14. REMOVE EXISTING EXTERIOR LIGHT FIXTURES 15. REMOVE EXISTING BRICK WAINSCOT BELOW WINDOWS E 8 a s x ;e m g s s 8 U s$ a Cutting, Patching, & Finish Notes 1. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH CONSTRUCTION IN A MANNER THAT RESULTS IN VISUAL EVIDENCE OF CUTTING AND PATCHING. DO NOT CUT AND PATCH CONSTRUCTION EXPOSED ON THE EXTERIOR OR IN OCCUPIED SPACES IN A MANNER THAT WOULD, IN THE OWNER'S OPINION, REDUCE THE BUILDING'S AESTHETIC QUALITIES. REMOVE AND REPLACE CONSTRUCTION THAT HAS BEEN CUT AND PATCHED IN A VISUALLY UNSATISFACTORY MANNER. 2. EXISTING MATERIALS: USE MATERIALS IDENTICAL TO EXISTING MATERIALS. FOR EXPOSED SURFACES, USE MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT SURFACES TO THE FULLEST EXTENT POSSIBLE, IF IDENTICAL MATERIALS ARE UNAVAILABLE OR CANNOT BE USED, USE MATERIALS THAT, WHEN INSTALLED, WILL MATCH THE VISUAL AND FUNCTIONAL PERFORMANCE OF EXISTING MATERIALS. 3. CUTTING: CUT EXISTING CONSTRUCTION BY SAWING, DRILLING, BREAKING, CHIPPING, GRINDING, AND SIMILAR OPERATIONS, INCLUDING EXCAVATION, USING METHODS LEAST LIKELY TO DAMAGE ELEMENTS RETAINED OR ADJOINING CONSTRUCTION.' 4. PATCHING: PATCH CONSTRUCTION BY FILLING, REPAIRING, REFINISHING, CLOSING UP, AND SIMILAR OPERATIONS FOLLOWING PERFORMANCE OF OTHER WORK. PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS POSSIBLE. 5. EXPOSED FINISHES: RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISH RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT WILL ELIMINATE EVIDENCE OF PATCHING AND REFINISHING. 6, PROTECTION: PROTECT EXISTING CONSTRUCTION DURING CUTTING AND PATCHING TO PREVENT DAMAGE, 7. FLOORS AND WALLS: WHERE WALLS OR PARTITIONS THAT ARE REMOVED EXTEND ONE FINISHED AREA INTO ANOTHER, PATCH AND REPAIR FLOOR AND WALL SURFACES IN THE NEW SPACE. PROVIDE AN EVEN SURFACE OF UNIFORM FINISH, COLOR, TEXTURE, AND APPEARANCE. REMOVE EXISTING FLOOR AND WALL COVERINGS AND REPLACE WITH NEW MATERIALS, IF NECESSARY, TO ACHIEVE UNIFORM COLOR AND APPEARANCE. WHERE PATCHING OCCURS IN A PAINTED SURFACE, APPLY PRIMER AND INTERMEDIATE PAINT COATS OVER THE PATCH AND APPLY FINAL PAINT COAT OVER ENTIRE UNBROKEN SURFACE CONTAINING THE PATCH. PROVIDE ADDITIONAL COATS UNTIL PATCH BLENDS WITH ADJACENT SURFACES. 8. CEILINGS: PATCH, REPAIR, OR RE -HANG EXISTING CEILINGS AS NECESSARY TO PROVIDE AN EVEN -PLANE SURFACE OF UNIFORM APPEARANCE. 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KITCHEN 1 �111 WALK-IN ALK-IN,-FI-II11l.,-�R-,�".., EEZE_R--WALK-IN ALK I.N COOLER OOLER 10 MEN'S RR -'-- L _- y jI1II J _11(�\ 1,\�I --.� 1 105 _I ��. --.I JIIIIIiiIi1ii a WOMEN'S RR � /1 IIII II/ IuIuIIIuIuIIIlIuIlIJIlIlrIlIuIuI•lII IlIl�IlIlIIII I� -IIIi -I '1 --�,- O-Ir;:,I��, F-f /F ICn<, E 121 WALK-IN COOLER C08 DRYSTORAGE 107 J z�> r_.ri ` 7-1 0 0 0 ; i. -.-- '�1IIIIIiIIII/11 -/> ti00 O 000 E: 47 OO OMDININGROBAR -------------------- -IIIIIII --- /00 --/ ------------------------- 0 I 3' -0"r- 3'-1Y 1 z4„ OOIO 00 13'-0"0I3-8" I � I 0 IT - aIr I P: .1�.1�Illyl0l O O OI10 I Ifu iOENTRY CONTROL RM 410L-.II_ 0 0 0 jL00 �II1II11III El 0 i 0 ------------------------- _ �II1i IIjIIIi,II' � O Ej I I - I I , ------ ' I 00 I- ------ ----- - - -o - - ----------- -------------- a ------------j -----------------"----------�-_j I I r------------------- --------------------------� ------------------ ------------------ I ' Nt ih ce) TOP OF EXISTIN IDEWALK IS FLUSH WITH TOP OF PAVING ALONG ENTIRE l '` (( L S - ---'---'--- --' -- PARKING AREA � TOP 0 �XISTING SIDE LK IS FLUSH WITH TOP OF PAVING ALONC3 �NTIR�PARKING AREA ! I REAR 1 Life Saftey Plan LEFT RIGHT Scale 3/16"=1'-0" A FRONT V Tactile Exit Signs 1. PROVIDE ONE TACTILE SIGN STATING "EXIT' NEXT TO EACH EXIT DOOR, SIGN SHALL COMPLY WITH ANSI A117.1 & FBC 11-4.30. 2. SIGNS SHALL BE 6"X 6". LETTERS AND CHARACTERS SHALL BE WHITE, BACKGROUND SHALL BE BLACK 3. LETTER WIDTH TO HEIGHT RATIO = 3:5 MIN., 1:1 MAX, STROKE WIDTH TO HEIGHT RATIO = 1:5 MIN., 1:10 MAX. 4. LETTERS SHALL BE SIMPLE SERIF TYPE, UPPERCASE, 2" HIGH, AND SHALL BE RAISED 1132". 5. BRAILLE CHARACTERS SHALL BE GRADE 2 BRAILLE. DOTS SHALL BE 1/10" ON CENTER IN EACH CELL, WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. 6. SIGNS SHALL BE MOUNTED ON THE LATCH SIDE OF THE DOOR. SIGNS SHALL BE 60" AFF AND 9" FROM DOOR OPENING (EACH MEASURED TO CENTER OF SIGN). Seating Calculations General Notes & Symbols Existing Seating Before Alteration TYPE OF SEATING INTERIOR PATIO 6 TOP BOOTHS 0 0 4 TOP BOOTHS 38 (152 SEATS) 0 6 TOP FIXED TABLES 6 (36 SEATS) 0 4 TOP FIXED TABLES 10 (40 SEATS) 0 4 TOP UN -FIXED TABLES 0 5 (20 SEATS) 2 TOP UN -FIXED TABLES 0 0 BAR STOOLS 25 0 3 PERSON SOFA 0 0 2 PERSON SOFA 0 0 1 PERSON SOFA 0 0 TOTAL 253 SEATS 20 SEATS TOTAL INTERIOR + PATIO = 273 SEATS FBC PLUMBING 403 - MINIMUM FACILITIES Revised Seating After Alteration is Complete TYPE OF SEATING INTERIOR PATIO 6 TOP BOOTHS 0 0 4 TOP BOOTHS 31 (124 SEATS) 0 6 TOP FIXED TABLES 0 4 (24 SEATS) 4 TOP FIXED TABLES 4 (16 SEATS) 0 4 TOP UN -FIXED TABLES 0 8 (32 SEATS) 2 TOP UN -FIXED TABLES 0 1 (2 SEATS) BARSTOOLS 25 28 3 PERSON SOFA 0 0 2 PERSON SOFA 0 0 1 PERSON SOFA 0 0 TOTAL 165 SEATS 86 SEATS TOTAL INTERIOR + PATIO = 251 SEATS TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE FBC: ACC. 226.1 - MIN. NUMBER OF SEATS THAT MUST BE ACCESSIBLE = 251 TOTAL SEATS X 5% = 13 Curtain & Shutter Notes 1. THE "CURTAINS" AROUND THE PATIO PERIMETER ARE "SUN SHADES" ONLY (VENTOSOL VS5200 BY STOBAG). THESE SUN SHADES ARE NOT INTENDED TO PROVIDE ANY SECURITY PROTECTION FOR THE PATIO. THEY ARE NOT INTENDED TO PROVIDE ANY PROTECTION AGAINST EXTREME WIND OR WEATHER CONDITIONS. IN THE EVENT OF ANY EXTREME WEATHER CONDITIONS, THE SUN SHADES SHALL BE COMPLETELY RETRACTED. 2. THE CONTRACTOR SHALL PROVIDE CONT. 2X4 BLOCKING AT THE JAMBS AND HEAD OF THE OPENINGS WHERE THE SUN SHADES WILL BE INSTALLED. SUN SHADES SHALL BE ATTACHED TO WOOD BLOCKING WITH A MINIMUM OF ONE 1/4" X 1-1/2" WOOD SCREW AT 6" OC MAX. (PULL OUT CAPACITY OF 170 # EACH). FINAL INSTALLATION AND EXACT ATTACHMENTS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BASED ON THE LOCAL WIND SPEED AND REQUIRED WIND PRESSURES. 3. ALL SUN SHADES WILL BE EQUIPPED WITH AUTOMATIC WIND SENSORS. IF THE WIND SPEED ON THE SUN SHADES EXCEEDS 40 MPH OR THE WIND PRESSURE ON THE SUN SHADES EXCEEDS 10 PSF, THE SUN SHADES WILL COMPLETELY RETRACT AUTOMATICALLY. 4. THE ALUMINUM SHUTTERS N N I U S WILL ONLY BE UNFOLDED AND CLOSED OUTSIDE OF BUSINESS HOURS WHEN THERE ARE NO CUSTOMERS IN THE BUILDING OR DURING A WEATHER EVENT WHERE THE RESTAURANT IS CLOSED TO THE PUBLIC. 5. DURING BUSINESS HOURS, THE SHUTTERS WILL BE LOCKED IN THEIR FOLDED UP, OPEN POSITION. NO ONE WILL BE ABLE TO CLOSE THEM WITHOUT THE MANAGER'S KEY. EACH SHUTTER WILL HAVE A SIGN STATING: "SHUTTERS SHALL REMAIN OPEN DURING BUSINESS HOURS OR ANYTIME CUSTOMERS ARE IN THE BUILDING". 6. WHEN THE SHUTTERS ARE UNFOLDED AND CLOSED, EMPLOYEES WILL BE ABLE TO OPEN THEM FROM THE INSIDE WITH A THUMB TURN. NO KEY WILL BE REQUIRED. 7. WHEN THE SHUTTERS ARE UNFOLDED AND CLOSED, THEY WILL NOT IMPEDE THE USE OF THE STOREFRONT DOOR ON THE PATIO. THE SHUTTERS WILL NOT AFFECT THE CODE COMPLIANCE OF THE DOOR IN REGARDS TO EGRESS OR HANDICAP ACCESSIBILITY, 8. THE MAXIMUM NUMBER OF EMPLOYEES THAT WOULD EVER BE INSIDE THE BUILDING WHEN THE RESTAURANT IS CLOSED IS LESS THAN 49. 9. SHUTTERS SHALL BE INSTALLED IN ACCORDANCE WITH NOA 10-0930.12 (HPMA I PERFORMANCE SYSTEM 2 BY FLORIDA STORM PANELS, INC) FIRE RATING REQUIREMENTS General Notes & Symbols FBC TABLES 601 & 602 - FIRE RATING REQUIREMENTS FOR CONSTRUCTION TYPE V -B EXIT LIGHTS SHALL BE PROVIDED AT ALL DOORS ALONG THE EGRESS PATH. RE: ELEC. DWGS, ELEMENT REQUIRED FIRE RATING C0 STRUCTURAL FRAME 0 HR SHALL PROVIDE A NEW ONE. GC SHALL COORDINATE THE EXACT LOCATION, MOUNTING HEIGHT, LOAD BEARING EXTR WALLS (F.S.D. > 10') 0 HR EMERGENCY LIGHTING SHALL BE PROVIDED AS REQUIRED BY CODE. RE: ELEC. DWGS. ROOF CONSTRUCTION 0 HR 3. FLOOR CONSTRUCTION 0 HR 12, IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 69A-60.0081, NON BEARING INTERIOR WALLS 0 HR GATE IS FULLY OPEN AND SHALL HAVE AN EGRESS CAPACITY OF 165 PEOPLE. F.S.D. IS FIRE SEPARATION DISTANCE J FBC 803 - CLASSIFICATION OF INTERIOR FINISHES MALTESE CROSS SHOWING THAT THE ROOF STRUCTURE OF THE R FBC 803.1 AND TABLE 803.9 ALL SPACES REQUIRED TO BE CLASS C EACH DOUBLE SWINGING DOOR SHALL PROVIDE 66" MIN. CLEAR WHEN THE DOORS ARE FULLY (A2 W/ SPRINKLER) FLAME -SPREAD 76-200, SMOKE DEV. 0-450 a' FIRE PROTECTION SYSTEMS, FBC 900 O FIRE SPRINKLER SYSTEM, FIRE ALARM SYSTEM, HOOD SUPPRESSION SYSTEM, AND PORTABLE FIRE EXTINGUISHERS SHALL ALL BE PROVIDED. REFER TO COVER SHEET FOR FIRE PROTECTION NOTES. FBC PLUMBING 403 - MINIMUM FACILITIES 5. OCCUPANCY-ASSEMBLY-A2(RESTAURANT) UNDERSIDE OF THE TABLE WILL BE 27" AFF MIN, THE TOP OF THE TABLE WILL BE PFBC TABLE 403.1- # OF FIXTURES REQUIRED PER PERSON SHALL HAVE AN EGRESS CAPACITY OF 165 PEOPLE. MEN'S WATER CLOSETS 1175 BATHTUB / SHOWER NOT REQUIRED LLJ WOMEN'S WATER CLOSETS 1175 DRINKING FOUNTAINS NOT REQUIRED OF 19 FROM THE EDGE OF THE TABLE TOP. LAVATORIES 11200 SERVICE SINK 1 REQUIRED ALL DOOR HARDWARE SHALL MEET ALL APPLICABLE CODE REQUIREMENTS FOR EGRESS AND LOAD FIXTURESIRED RE ( QU / PROVIDED) LL MEN'S WOMEN'S SERVICE SYMBOL INDICATES FIRE EXTINGUISHER (10 LB-4A60BC) WITH MOUNTING BRACKET. 436 (218 MEN & WC LAV WC L LAV SINK I c=� Lo ` 218 WOMEN 315 213 315 213 111 7. THIS ESTABLISHMENT SHALL BE LICENSED UNDER FLORIDA STATUTES CHAPTER 509. BUILDING AND THE PATIOS, RE: LIFE SAFETY PLAN FOR EXACT LOCATIONS. MOUNT "POTTY PARITY" IS NOT REQUIRED UNDER THE EXCEPTION ALLOWED BY FPC, 403.1.3 NOT INCLUDE ANY CHANGES TO THE EXISTING RESTROOMS, MEANS OF EGRESS, FBC 1000 FBC 1004.1.1- OCCUPANT LOAD TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE INTERIOR ALL DIMENSION SHOWN ON THIS PLAN ARE MINIMUM CLEAR DIMENSIONS. RE: FLOOR PLAN FOR FIXED SEATS (BOOTHS) 1 PERSON/ 24" LF 1,632 SF (248 LF) 124 PEOPLE FIXED SEATS (TABLES) 1 PERSON/ 18" LF 210 SF (36 LF) 24 PEOPLE UN FIXED CONCENTRATED (BAR) 1 PERSON / 7 SF 495 SF 71 PEOPLE STANDING /WAITING AREA 1 PERSON 15 SF 130 SF 26 PEOPLE KITCHEN / SERVICE AREA 1 PERSON/ 200 SF 2,569 SF 13 PEOPLE STORAGE / ACCESSORY 1 PERSON/ 300 SF 2,038 SF 7 PEOPLE TOTAL INTERIOR OCCUPANT LOAD 7,074 SF 265 PEOPLE PATIO TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE FIXED SEATS (TABLES) 1 PERSON/ 18" LF 326 SF (48 LF) 32 PEOPLE UN FIXED UN CONCENTRATED (SEATS) 1 PERSON/15 SF 726 SF 49 PEOPLE UN FIXED CONCENTRATED (BAR) 1 PERSON / 7 SF 605 SF 87 PEOPLE KITCHEN / SERVICE AREA 1 PERSON/ 200 SF 252 SF 2 PEOPLE STORAGE / ACCESSORY 1 PERSON/ 300 SF 101 SF 1 PEOPLE TOTAL PATIO OCCUPANT LOAD 2,010 SF 171 PEOPLE TOTAL BUILDING OCCUPANT LOAD 9,084 SF 436 PEOPLE FBC 1005.1 - EGRESS WIDTH I PERSON 0.2" / PERSON FBC 1008.1.1- MIN. CLEAR DOOR OPENING 32" MIN O FBC 1016.1 - MAX. TRAVEL DISTANCE 250' MAX FBC 1021.1 - MIN. NUMBER OF EXITS 2 WHEN OCCUPANT LOAD 1-500 EGRESS WIDTH # OF EXITS AREA LOAD (REQ'D / PROV'D) (REQ'D / PROV'D) INTERIOR 265 53"/ 165" 214 PATIO 171 + 133 = 304' 61"/ 66" 2/2 * - ASSUMES WORST CASE SCENARIO - THAT HALF OF THE PEOPLE FROM THE INTERIOR AREAS WOULD EXIT THROUGH THE PATIO. FBC 1005.1 (LOSS OF EXIT). EACH EXIT HAS A MIN. EGRESS WIDTH OF 33". THEREFORE, IF ANY ONE EXIT WAS BLOCKED, THE REMAINING EXITS WOULD PROVIDE AN EGRESS WIDTH GREATER THAN 50% OF THE TOTAL REQUIRED. FBC 1004.2 - MAXIMUM OCCUPANCY SPACE OPEN TO PUBLIC INTERIOR PATIO EGRESS WIDTH PROVIDED 132" 66" MAX. # OF PEOPLE BASED ON EGRESS WIDTH (0.2" PER PERSON) 660 330 TOTAL INTERIOR AREA OPEN TO PUBLIC 2,467 SF 1,657 SF MAX. # OF PEOPLE BASED ON AREA (1 PERSON/ 7 SF) 352 236 MAXIMUM OCCUPANCY BASED ON CAPACITY OF PUBLIC RESTROOMS: 5 MEN'S WATER CLOSETS + 5 WOMEN'S WATER CLOSETS =10 WATER CLOSETS TOTAL 1 WATER CLOSET PER 75 PEOPLE = MAXIMUM OCCUPANT LOADE F 750 PEOPLE L MAXIMUM OCCUPANCY LOAD BASED ON THRESHOLD REQUIREMENTS: FLORIDA STATUTES CATEGORIZE AN ASSEMBLY OCCUPANCY BUILDING OVER 5,000 SF WITH AN OCCUPANT LOAD OVER 500 PEOPLE AS A THRESHOLD BUILDING. IN ORDER TO AVOID BEING CLASSIFIEDwAS A THRESHOLD BUILDING, THE MAXIMUM OCCUPANCY SHALL BE LIMITED TO 499 PEOPLE TOTAL. FBC 1004.3 - POSTING OF OCCUPANT LOAD A SIGN SHALL BE POSTED NEAR THE MAIN ENTRANCE I EXIT STATING THAT THE MAXIMUM OCCUPANCY OF THE INTERIOR OF THE BUILDING IS LIMITED TO 299 PERSONS. A SIGN SHALL BE POSTED NEAR THE MAIN EXIT OF THE PATIO STATING THAT THE MAXIMUM OCCUPANCY OF THE PATIO IS LIMITED TO 200 PERSONS. CONTRACTOR SHALL COORDINATE EXACT WORDING, SIZE, AND MOUNTING HEIGHT OF ALL SIGNS WITH THE LOCAL AHJ. 3 Code Information REFER TO COVER SHEET FOR ADDITIONAL CODE INFORMATION U 1 General Notes & Symbols 1. EXIT LIGHTS SHALL BE PROVIDED AT ALL DOORS ALONG THE EGRESS PATH. RE: ELEC. DWGS, 11. GC SHALL CONFIRM THERE IS AN EXISTING KNOX BOX AT THE MAIN ENTRANCE. IF NOT, GC C0 00 SHALL PROVIDE A NEW ONE. GC SHALL COORDINATE THE EXACT LOCATION, MOUNTING HEIGHT, 2. EMERGENCY LIGHTING SHALL BE PROVIDED AS REQUIRED BY CODE. RE: ELEC. DWGS. AND TYPE WITH THE LOCAL FIRE OFFICIAL. 3. EACH SINGLE SWINGING DOOR AND GATE SHALL PROVIDE 33" MIN„ CLEAR WHEN THE DOOR OR 12, IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE 69A-60.0081, o GATE IS FULLY OPEN AND SHALL HAVE AN EGRESS CAPACITY OF 165 PEOPLE. THE MAIN ENTRANCE DOOR SHALL BE MARKED WITH AN APPROVED J MALTESE CROSS SHOWING THAT THE ROOF STRUCTURE OF THE R 4. EACH DOUBLE SWINGING DOOR SHALL PROVIDE 66" MIN. CLEAR WHEN THE DOORS ARE FULLY TOWER CONTAINS LIGHT FRAME TRUSS TYPE CONSTRUCTION. a' OPEN AND SHALL HAVE AN EGRESS CAPACITY OF 330 PEOPLE. O p r --.---, SYMBOL INDICATES ACCESSIBLE SEATING. AT EACH ACCESSIBLE SEAT, THE Ii 5. EACH SLIDING DOOR SHALL PROVIDE 33" MIN. CLEAR WHEN THE DOOR IS FULLY OPEN AND UNDERSIDE OF THE TABLE WILL BE 27" AFF MIN, THE TOP OF THE TABLE WILL BE wrn SHALL HAVE AN EGRESS CAPACITY OF 165 PEOPLE. 34" AFF MAX. A WHEEL CHAIR WILL BE ABLE TO EXTEND UNDER THE TABLE A MIN. LLJ OF 19 FROM THE EDGE OF THE TABLE TOP. 6. ALL DOOR HARDWARE SHALL MEET ALL APPLICABLE CODE REQUIREMENTS FOR EGRESS AND LL HANDICAP ACCESSIBILITY. RE: DOOR AND HARDWARE SCHEDULE. SYMBOL INDICATES FIRE EXTINGUISHER (10 LB-4A60BC) WITH MOUNTING BRACKET. c=� Lo ` H`� ONE EACH TO BE MOUNTED NEXT TO THE MAIN EXIT DOORS FROM THE MAIN 7. THE EXISTING RESTROOMS MEET ALL APPLICABLE CODE REQUIREMENTS. THE SCOPE DOES BUILDING AND THE PATIOS, RE: LIFE SAFETY PLAN FOR EXACT LOCATIONS. MOUNT NOT INCLUDE ANY CHANGES TO THE EXISTING RESTROOMS, 44" AFF MAX. PROVIDE BLOCKING IN WALL FOR MOUNTING SUPPORT AS NEEDED. GC TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE 8. ALL DIMENSION SHOWN ON THIS PLAN ARE MINIMUM CLEAR DIMENSIONS. RE: FLOOR PLAN FOR OFFICIAL. RE -USE EXISTING FIRE EXTINGUISHERS AND LOCATIONS IF POSSIBLE. EXACT DIMENSIONS. S a SYMBOL INDICATES "K" TYPE FIRE EXTINGUISHER WITH MOUNTING BRACKET. TO BE 9. ALL EXISTING SIDEWALKS HAVE A 5% MAX. SLOPE IN THE DIRECTION OF TRAVEL AND A 2% MAX. MOUNTED IN KITCHEN IN THE LOCATIONS SHOWN ON THE LIFE SAFETY PLAN. MOUNT CROSS SLOPE. THE SCOPE DOES NOT INCLUDE ANY CHANGES TO THE EXISTING SIDEWALKS. 44" AFF MAX. PROVIDE BLOCKING IN WALL FOR MOUNTING SUPPORT AS NEEDED. GC TO COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL FIRE 10. ALL EXISTING HANDICAP RAMPS HAVE A SLOPE OF 1:12 MAX. THE SCOPE DOES NOT INCLUDE OFFICIAL. RE -USE EXISTING FIRE EXTINGUISHERS AND LOCATIONS IF POSSIBLE. ANY CHANGES TO THE EXISTING HANDICAP RAMPS. U 1 tA O C0 00 d N U M CD � N 0 o P -I W J za Cl) a' ao O p _W � C¢7 wrn TITa V � 0 0 V co M N N Cy') LL mo �1�0n V V W Z J Z z � z w N Q J U CU 4" C6 W W J W zz z O C0 d N � � CD Q N 0 o ICU0- W J za Cl) a' ao O p _W � C¢7 M LLJ Cn a o L LL U L c=� Lo ` o w C � �) (L 0 CU 4" C6 W W J W zz A1 01 z 0 C0 d N � � CD W m N O rn o w W J za W W a' ao m p _W � C¢7 A1 01 z N d CD 0 Z o N U) U) ao p _W � m n_ LLJ o Y N z w ~ w 0 c Q � S a o o v W N N `9 0 N_ - 0 w O O A1 01 N d CD Z o N ao p UC14 n_ LLJ m Y N 0 c Q � S a o o v A1 01 I FACE OF NEW COLU��—Cc M FACE OF EXISTING MASONRY FRONT 0 LLI w z w `-' I z U O w w z w U 1 r z z 0 0 w w U U I I - A wv 0 Ln w IW LL. to I w I¢ ( Iu- o to I' I~ to I i J 5 Architectural Slab Plan General Notes 1. THE EXISTING INTERIOR FINISH FLOOR ELEVATION (FFE) IS 0'-0". 2. ALL MASONRY HEIGHTS AND STEEL BEARING HEIGHTS ARE RELATIVE TO THE FFE. 3. IF THERE ARE ANY EXISTING INTERIOR SPACES THAT RECEIVE NEW TILE OR PAVER FLOORING, THE TOP OF SLAB ELEVATION IN THOSE AREAS SHALL BE (-) 0' 0-112'. 4. IF THERE ARE ANY EXISTING INTERIOR SPACES THAT RECEIVE NEW WOOD FLOORING, THE TOP OF SLAB ELEVATION IN THOSE AREAS SHALL BE (-) 0' 1-112". 5. IN PATIO ZONE 1, THE FLOOR FINISH UP TO THE INSIDE FACES OF THE EXTERIOR WALLS SHALL BE PAVERS. THE FINISH FLOOR ELEVATION WILL BE 0'-0". THE TOP OF SLAB UNDER THE PAVERS WILL BE (-) 0'0-1/2'. THE TOP OF SLAB UNDER THE WALL THAT IS BELOW THE RAILING SHALL BE 0'-0". THE TOP OF SLAB UNDER THE THRESHOLDS OF ANY EXTERIOR DOORS OR GATES SHALL BE 0'-0". STORM DRAINS THROUGH THE WALLS BELOW THE RAILINGS SHALL BE PROVIDED AS SHOWN ON THE SLAB PLAN. 6. IN PATIO ZONE 2, THE FLOOR FINISH UP TO THE INSIDE FACES OF THE EXTERIOR WALLS SHALL BE PAVERS, ALONG THE ENTIRE EDGE OF THE MAIN BUILDING AND PATIO ZONE 1, THE FINISH FLOOR ELEVATION SHALL BE 0'-0". THE PATIO FLOOR SHALL THEN SLOPE AWAY FROM THE BUILDING TOWARDS THE STORM DRAINS SHOWN ON THE SLAB PLAN. THE SLOPE SHALL BE BETWEEN 1 % MIN AND 2% MAX. THE TOP OF SLAB UNDER THE PAVERS WILL BE 1/2" BELOW THE TOP OF THE PAVERS. THE TOP OF SLAB UNDER THE WALL THAT IS BELOW THE RAILING SHALL BE FLUSH WITH THE TOP OF THE ADJACENT PAVERS. THE TOP OF SLAB UNDER ANY EXTERIOR DOORS OR GATES SHALL BE FLUSH WITH THE TOP OF THE ADJACENT PAVERS. 7. AT THE PERIMETER OF THE PATIO, AT THE EXTERIOR DOORS AND GATES, THE FINISH FLOOR ELEVATION SHALL BE FLUSH WITH OR 1/4" ABOVE THE TOP OF SLAB OF THE ADJACENT SIDEWALK. AT THE PERIMETER OF THE PATIO, AT ALL LOCATIONS OTHER THAN EXTERIOR DOORS AND GATES, THE FINISH FLOOR ELEVATION SHALL BE A MINIMUM OF 1/4" ABOVE THE TOP OF SLAB OF ANY ADJACENT SIDEWALKS AND A MINIMUM OF 2" ABOVE THE TOP OF GRADE OF ANY ADJACENT LANDSCAPE AREAS. 8. FOR ALL FLOOR AND TRENCH DRAINS ON THE PATIO, THE AREA OF THE FLOOR THAT IS WITHIN T-0" OF THE DRAIN ON ALL SIDES SHALL BE SLOPED TOWARDS THE DRAIN ATA SLOPE BETWEEN 1% MIN AND 2% MAX. RE: PLUMBING PLANS FOR EXACT LOCATIONS AND SIZES OF ALL FLOOR AND TRENCH DRAINS. 9. RE: FINISH PLAN FOR COMPLETE INFORMATION REGARDING FLOOR FINISHES. 10. AT THE BASE OF EACH BAR WALL, PROVIDE A 4" WIDE X 4" HIGH CONCRETE STEM WALL. 11. BETWEEN THE CONCRETE SLAB IN PATIO ZONE 1 AND THE CONCRETE SLAB IN PATIO ZONE 2, PROVIDE A CONTINUOUS EXPANSION JOINT. 12. RE: STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION REGARDING STRUCTURAL COLUMNS, BEAMS, WALLS, CURBS, FLOOR SLABS, ETC, 13. DIMENSIONS SHOWN ON THIS PLAN ARE TO THE FACE OR THE CENTER OF THE STRUCTURAL ELEMENT, U.ON. 14. COORDINATE ALL DIMENSIONS SHOWN ON THIS PLAN WITH THE DIMENSIONS THAT ARE SHOWN ON THE ARCHITECTURAL FLOOR PLAN AND THE STRUCTURAL PLANS. 15. THE EXACT FINISH FLOOR ELEVATIONS OF THE EXISTING BUILDING AND THE EXACT GRADES OF THE EXISTING SIDEWALKS AND LANDSCAPE AREAS AROUND THE BUILDING SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO SUBMITTING BIDS. Architectural Slab Plan Keynotes Q 6" DIA. BEER LINE TO BE RUN FROM BEER COOLER TO THIS LOCATION. 2Q 4" DIA. SODA LINE TO BE RUN FROM BAG IN BOX TO THIS LOCATION. 03 4" DIA. STORM PIPE RUN THROUGH WALL BELOW RAILING. END OF PIPE TO BE FLUSH WITH FACE OF WALL FINISH ON BOTH SIDES. PIPE INVERT TO BE 114" BELOW FFE AT EACH LOCATION. ® FLOOR DRAIN / FLOOR SINK. RE: PLUMBING DRAWINGS ca am U w Cf) O U L O U M _ N N C5 M a�LL- �O� (gom V a Vuiz z J z 00 w �N¢ J 0 z rq s 00 O ~ O O M -P-1 Cu N O.' R CV W m O ., \O o v w w c• O uj cu LL O O 0-4 w U) 03 O a A\� O rA �UN U <C") a�cu C/) a) Lu z LUL% 3 'a L w I— V t/� Ln C0 U N �- U V.� ca am U w Cf) O U L O U M _ N N C5 M a�LL- �O� (gom V a Vuiz z J z 00 w �N¢ J 0 A110 z z 0 O -P-1 Cu N O.' R CV W m ap ^L^11 W t� o w w J O uj cu LL O O w U) O a O �- �UN U <C") a�cu C/) a) Lu z LUL% 3 'a L w I— Ln C0 a A110 z z 0 N O.' R CV W m ap O rn o w w J J uj 7 LL O O A110 z N 0 uj N O Lu O w a O O U m �Q U �- 5Ew a w W N N Cn CD zz J 0 0 fC) (D O O � A110 N uj N O Lu O w a O O U A110 SIM REAR 1 Floor Plan LEFT RIGHT 1 SCALE: 1/4" = V-0" (Q:N' A201-1 FRONT 1/2" DUROCK I I I 1/2" DUROCK - SHEATHING FROM I SHEATHING FROM ; TOP OF SLAB TO 12" TOP OF SLAB TO 12" AFF AND 1/2" I I AFF AND 112" ON EXISTING CMU / PLYWOOD I I PLYWOOD I I ! SHEATHING FROM I I SHEATHING FROM WALLS, THE WALL 12" AFF TO TOP OF I I I I 12" AFF TO TOP OF FINISHOFOIS SIDE THE % WALL I WALL WALL SHALLREM/ I I ! I I CMUAWAL�S, THE N NEW PROVIDE R19 BATT. PROVIDE R19 BATT. INSULATION FROM I INSULATION FROM NEW WALL FINISH I I I FLOOR SLAB TO I ( I FLOOR SLAB TO ON THIS SIDE OF , i TOP OF WALLTHE I ( I I TOP OF WALL MATCHATHE LL HALL 1. CONTRACTOR MAY USE ALTERNATE STRUCTURAL I I I I EXISTING / DESIGN FOR WALL TYPES. HOWEVER, IF REQUESTED BY I I I LIGHT GAUGE I I LIGHT GAUGE ADJACENT FINISH. THE AHJ, CONTRACTOR MUST PROVIDE STRUCTURAL I I I FRAMING. RE I I I I FRAMING. RE: INFORMATION VERIFYING THAT THE ALTERNATE DESIGN STRUCT. DWGS. STRUCT. DWGS. / IS ADEQUATE FOR THE WALLS' REQUIRED HEIGHTS, I I I I I I I / LENGTHS, LOADINGS, & DEFLECTIONS. I I I RE: FINISH PLAN I I RE: FINISH PLAN CMU WALL, 2. ALL WALL SHEATHING AND INSULATION SHALL EXTEND I FOR INFO ON ( FOR INFO ON RE: STRUCT. ALL THE WAY TO THE TOP OF THE WALL FRAMING / I I FLOOR FINISHES, I I I I FLOOR FINISHES, FURRING. IN LOCATIONS WITH TILE CEILINGS, THE I I I WALL FINISHES, & I I WALL FINISHES, & WOOD WALL FINISH SHALL TERMINATE 6" ABOVE THE I I I I ( WALL BASESI Al I I WALL BASES BOTTOM OF THE CEILING. IN LOCATIONS WITH WOOD _ _._ __� i i 1^ _ CEILINGS, THE WOOD WALL FINISH SHALL TERMINATE AT THE BOTTOM OF THE CEILING FRAMING. IN THE ° ° FLOOR SLAB, RE:FLOOR SLAB, RE: ARCH. SLAB PLAN t* ARCH. SLAB PLAN o o D AREA OF THE PATIO WITH THE AWNING CEILING SYSTEM, ' o � ' , &STRUCT DWGS. o • � , ° ° v � . THE WOOD WALL FINISH SHALL TERMINATE AT THE &STRUCT DWGS. BOTTOM OF THE AWNING FRAMING. EXISTING WALL FRAMING, INSULATION, SHEATHING, & FINISHES TO REMAIN Floor Plan General Notes 1. THE NEW FULL HEIGHT WALL BETWEEN THE INTERIOR AND THE PATIO SHALL BE ALIGNED WITH THE EXISTING PARTIAL HEIGHT WALLS AS CLOSE AS POSSIBLE. ALL EXISTING DIMENSIONS AND CONDITIONS SHALL BE VERIFIED IN THE FIELD. 2. RE: A601 FOR COMPLETE DOOR AND WINDOW INFORMATION. 3. RE: FINISH PLAN FOR COMPLETE INFORMATION REGARDING FLOOR FINISHES. 4. RE; STRUCTURAL DRAWINGS FOR COMPLETE INFORMATION REGARDING STRUCTURAL COLUMNS, BEAMS, WALLS, CURBS, FLOOR SLABS, ETC. 5. DIMENSIONS SHOWN ON THIS PLAN ARE TO THE FACE OF THE STRUCTURAL ELEMENT OR THE CENTER OF THE STRUCTURAL ELEMENT, U,ON. 6. COORDINATE ALL DIMENSIONS SHOWN ON THIS PLAN WITH THE DIMENSIONS THAT ARE SHOWN ON THE ARCHITECTURAL SLAB PLAN AND THE STRUCTURAL PLANS. 7. THE WALL THAT SEPARATES PATIO ZONE 1 FROM THE INTERIOR DINING AREA SHALL BE WALL TYPE A. 8. THE WALL THAT SEPARATES PATIO ZONE 1 FROM THE KITCHEN AND OFFICE SHALL BE WALL TYPE S. 9. THE WALL THAT SEPARATES PATIO ZONE 2 FROM THE INTERIOR DINING AREA SHALL BE WALL TYPE. 10. REFER TO FLOOR PLAN FOR LOCATIONS OF OTHER WALL TYPES. 11, REFER TO THE WALL SECTIONS FOR INFORMATION REGARDING THE EXTERIOR WALLS OF PATIO ZONES 1 & 2. 12. AT THE PERIMETER OF THE PATIO, IN BETWEEN THE COLUMNS AND PILASTERS, PROVIDE A KNEE WALL WITH RAILING ABOVE. RE: SECTIONS & ELEVATIONS. Floor Plan Keynotes 0 I BAR COUNTER TOP 0 NEW SERVER STATION COUNTER & CABINET. RE: FOOD SERVICE DRAWINGS." 0 3 X 3" X 5/16" COLUMN CONCEALED IN WALL. HEIGHT OF COLUMN TO MATCH HEIGHT OF WALL. END FACE OF COLUMN TO BE 1-1/2" FROM THE END OF THE WALL. J AT WAITRESS STATIONS, PROVIDE 2 HIGH WOOD SCREEN ABOVE WALL, AT OTHER LOCATIONS, PPRRO NICE 2" DIA. BRASS SHEATHING FROM F 1 TOP OF SLAB TO 12" `I I I AT WAITRESS STATIONS, AFF AND 112" I I -� PROVIDE 1/2" DUROCK ' PLYWOOD I I I SHEATHING FROM TOP OF SHEATHING FROM I I I f SLAB TO 12" AFF AND 1/2" 12" AFF TO TOP OF I I I PLYWOOD SHEATHING I WALL I I I FROM 12" AFF TO TOP OF WALL, IN ALL OTHER I LOCATIONS, PROVIDE 112" FURRING & I I PLYWOOD SHEATHING BLOCKING @ 24" FROM TOP OF SLAB TO OC MAX. PROVIDE TOP OF WALL. CONT. BLOCKING AT TOP & BOTTOM OF WALL AND AT 20 GAUGE, 3-5/8" OPENINGS AND I FRAMING @ 24" OC CORNERS. I MAX. I I I I I RE: FINISH PLAN I L� RE: FINISH PLAN l FOR INFO ON ( I FOR INFO ON L FLOOR FINISHES, FLOOR FINISHES, WALL FINISHES, & I I I I I WALL FINISHES, & WALL BASES I I i I WALL BASES ° FLOOR SLAB, RE: ° FLOOR SLAB, RE: o ARCH. SLAB PLAN ° ARCH. SLAB PLAN b & STRUCT DWGS. & STRUCT DWGS Wall Type General Notes A Full Height Framed Wall B Full Height Framed Wall Furring over Masonry ," C SCALE: 1-1/2"= V-0SCALE: 1-1/2"=1-0SCALE: 1-1/2"= V-0" D 48" High Framed Wall SCALE: 1-1/2"= V-0" II I S a cd ° CU C!) L- 0 O U C6 O U M M N ■� N CU M LL - `^W i` W Q�/ W LU a ULUZ z z Q w N J U z W) O 0 0 cn N M U w� m -- co C) Q �\p •` U O a o T��� 1\ �' cij� CD CD V) �� k ,-� O way w o U C� N t3 <C � m M c '0 Ocd ca L ami LL cd L w 11� 0 CK L0C0 P-4 m O V o � U I w � a� V r� a U f - %14.11 N Z,. U U S a cd ° CU C!) L- 0 O U C6 O U M M N ■� N CU M LL - `^W i` W Q�/ W LU a ULUZ z z Q w N J U w M 0 O w w w LL x m z z O cn r?v w� m -- co C) Q O Z � -+--0 cu z N V) O o U C� N t3 <C m M c '0 to '0 ca L ami LL L w c 0 CK L0C0 CL m w M 0 O w w w LL x m A1 21 z z 0 cn r?v w� m -- co C) 0M 4 Z � JJJ W � z N Q A1 21 z N 0 z N 0 -4c o t3 C ca z m O N o }y U w a� a z f - v U z Ir w w W N c%J m � � 0 w C) o Of A1 21 N z N 0 -4c o t3 C LLJ z of O N o }y U w a� a O v U A1 21 Finish Plan SCALE: 114" = V-0" REAR LEFT FN' RIGHT FRONT m Finish Plan General Notes 1. REFER TO THE DOOR AND HARDWARE SCHEDULES FOR ALL INFORMATION RELATED TO DOOR THRESHOLDS. 2. RE: PLUMBING DRAWINGS FOR COMPLETE INFORMATION RELATED TO FLOOR & TRENCH DRAINS. 3. RE: SLAB PLAN FOR COMPLETE INFORMATION REGARDING RAISED CURBS. 4. FOR ANY AREAS WHERE THERE IS A TRANSITION BETWEEN WOOD FLOORING AND TILE FLOORING, PROVIDE A 3-1/2" WIDE X 3/4" THICK WOOD TRANSITION STRIP ON THE WOOD FLOORING SIDE AND A 1" WIDE X 3/4" THICK BRASS TRIM PIECE ON THE TILE SIDE. THE WOOD TRANSITION STRIP AND THE BRASS TRIM PIECE SHALL BE INSTALLED ON TOP OF 3/4" PLYWOOD. THE PLYWOOD SHALL BE INSTALLED ON TOP OF A CONCRETE FLOOR SLAB WITH A TOP OF SLAB ELEVATION OF 1-1/2" BELOW FFE. 5. FOR ANY AREAS WHERE NEW WOOD FLOORING IS TO BE INSTALLED, THE NEW WOOD FLOORING SHALL BE 314" THICK AND SHALL BE INSTALLED OVER 3/4" PLYWOOD. THE PLYWOOD SHALL BE INSTALLED ON TOP OF A CONCRETE FLOOR SLAB WITH A TOP OF SLAB ELEVATION OF 1-112" BELOW FFE. 6. FOR ANY AREAS WHERE NEW TILE OR PAVER FLOORING IS TO BE INSTALLED, THE NEW TILE OR PAVER SHALL BE 112" THICK (TOTAL THICKNESS OF TILE AND GROUT) AND SHALL BE INSTALLED OVER A CONCRETE FLOOR SLAB WITH A TOP OF SLAB ELEVATION OF 0-1/2" BELOW FFE. 7. ALL PLYWOOD SHALL BE PAINTED BLACK BEFORE WOOD FLOOR FINISH, WOOD WALL FINISH, OR WOOD CEILING FINISH SYSTEM IS INSTALLED. 8. RE: FINISH PLAN FOR LOCATIONS OF THE FOLLOWING FLOOR FINISHES. NOT ALL FINISHES SHOWN BELOW ARE USED ON EVERY PROJECT. PATTERN INDICATES 4"X 8" "PAVERS" IN A BASKET WEAVE PATTERN. , F Tj DAL -TILE QUARRY TILE, # OT01,'DIABLO RED". ALL "PAVER" SURFACES SHALL BE SEALED. PATTERN INDICATES 3" WIDE X 3/4" THICK WOOD FLOORING. T & G i SOUTHERN YELLOW PINE - VG. STAIN & RENOVATOR - "DURA SEAL" # 237 SPICE BROWN - PENETRATING FINISH. ALL WOOD PLANKING TO RECEIVE TOUCH UP STAIN AND (2) COATS SLI 130 FIRE RESISTANT LACQUER. PATTERN INDICATES SEALED CONCRETE. " 9. THE INSIDES OF THE BAR SHALL HAVE QUARRY TILE COVE BASES AND FRP WALLS ("KEMLITE" - GLASSBOARD - P 0.090" - CLASS "C" RATED - BLACK). 10. ALL OTHER AREAS OF THE PATIO AND THE PORTIONS OF THE INTERIOR DINING AREA THAT ARE UNDERGOING ALTERATION SHALL HAVE 6" HIGH WOOD BASES AND WOOD FINISH WALLS. 3-112" WIDE X 1/2" THICK T & G SOUTHERN YELLOW PINE - VG. STAIN & RENOVATOR -"DURA SEAL" # 237 SPICE BROWN - PENETRATING FINISH. ALL WOOD PLANKING TO RECEIVE TOUCH UP STAIN AND (2) COATS SLI 130 FIRE RESISTANT LACQUER. WOOD WALL FINISH TO BE INSTALLED OVER 1/2' PLYWOOD, 11. RE: CEILING PLAN FOR ALL CEILING FINISH INFORMATION. 12. ALL EXPOSED GAS PIPING TO BE PAINTED BLACK. 13. SAW CUT THE "PAVERS" AT THE EXPANSION JOINT BETWEEN THE FLOOR SLABS OF PATIO ZONE 1 & PATIO ZONE 2. PROVIDE CAULK JOINT TO MATCH GROUT COLOR. 14. THE EXISTING FLOOR FINISHES IN THE AREAS OF THE INTERIOR THAT ARE NOT UNDERGOING ALTERATION SHALL REMAIN AS IS. 15. REPLACE ANY FLOOR FINISHES THAT HAVE EXISTING DAMAGE. REPLACE ANY FLOOR FINISHES THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION. A1 22 z z O z 00 00 to NO U U M c�i o U W W Q cn LuLL. O U m a oo • _W A1 22 z z O z N to NO W m O c�i o U W W Q cn LuLL. O U m a m A1 22 N z z N O O U W 0 Q cn O U m _W m F- F- a W N N ':'3 Q1co o 0 NW I.L A1 22 N z N Q O U W 0 Q O O U A1 22 REAR 1 Reflected Ceiling Plan LEFT RIGHT SCALE: 114"= V-0" N FRONT 2" BLACK IRON PIPE SLEEVE 1D 18" LONG 1-1/2" BLACK IRON PIPE 1/2" X 1-1/4" GRADE @ BOLT 4'-0" LONG OF SLIDE AREA 112" GRADE @ NUT (VERIFY EXACT LENGTH REQUIRED FULLY WELDED TO SLEEVE TO ATTACH TO STRUCTURE IN FIELD) SEALED SHOP DRAWINGS TO THE LOCAL AHJ AS REQUIRED FOR PERMIT. EXACT `5f 1-1/2" BLACK IRON DROP PIPE LOCATIONS OF AWNING STRUCTURE SHALL BE COORDINATED SO AS NOT TO CONFLICT 2"BLACK IRON PIPE SLEEVE (10" LONG) PLAN VIEW WELDED AT 900 TO OTHER SLEEVE BTM JOISTS ABOVE FACE OF WALL 1-112" BLACK IRON PIPE 7'-0" LONG 1-1/2" WPT THREADING FOR " ATTACHMENT TO TV BRACKET 8" SIDE VIEW 2 TV Hanger Detail SCALE: 1/2" =1'-0" Ceiling Plan Legend CEILING FAN. RE: ELECTRICAL DRAWINGS WALL MOUNTED MISTING FAN. RE: ELECTRICAL & PLUMBING DRAWINGS WALL MOUNTED RADIANT HEATER. RE: ELECTRICAL & PLUMBING DRAWINGS FLAT SCREEN TV MONITOR (SIZES TO BE COORDINATED TV WITH TENANT). RE: ELECTRICAL DRAWINGS I ---e-1 LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS LIGHT FIXTURE, RE: ELECTRICAL DRAWINGS LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS 0 LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS 0 EXIT LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS ® EMERGENCY LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS RETURN AIR GRILLE. RE: MECHANICAL DRAWINGS SUPPLY AIR DIFFUSER. RE: MECHANICAL DRAWINGS SUPPLY AIR DIFFUSER. RE: MECHANICAL DRAWINGS ® EXHAUST AIR GRILLE. RE: MECHANICAL DRAWINGS PATTERN INDICATES 3" WIDE X 3/4" THICK WOOD CEILING SYSTEM. T & G SOUTHERN YELLOW PINE -VG. STAIN & RENOVATOR -"DURA SEAL" # 237 SPICE BROWN - PENETRATING FINISH. ALL WOOD PLANKING TO RECEIVE TOUCH UP STAIN AND (2) COATS SLI 130 FIRE RESISTANT LACQUER. FLUSH MOUNTED 24" X 36" CEILING ACCESS DOOR. PRIME COATED STEAL, EXTERIOR PAINTED TO MATCH CEILING. WITH CONT. CONCEALED HINGE, 3/4" WIDE FLUSH FLANGE, AND FLUSH MOUNTED SCREW DRIVER OPERATED CYLINDER LOCK. Ceiling Plan General Notes 1. PATIO ZONE 1 SHALL HAVE A WOOD CEILING AT 10'-6" AFF. 2. THE CEILING OVER PATIO ZONE 2 SHALL BEA PRE-ENGINEERED AWNING SYSTEM WITH EXPOSED TRUSSES. THE FINAL DESIGN OF THE AWNING SYSTEM SHALL BE PROVIDED BY THE CONTRACTOR, DURING CONSTRUCTION, THROUGH SHOP DRAWINGS THAT ARE SIGNED AND SEALED BY A REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL AHJ AS REQUIRED FOR PERMIT. 3. REFER TO THE SECTIONS FOR THE HEIGHTS OF THE SOFFITS THAT ARE UNDER THE AWNING SYSTEM. 4. IN THE EXISTING BUILDING, IN THE AREAS THAT ARE NOT BEING CONVERTED TO PATIO, THE EXISTING CEILINGS SHALL BE REWORKED AS NEEDED TO ACCOMMODATE THE NEW WALLS. ALL CEILING AREAS THAT HAVE EXISTING DAMAGE SHALL BE REPLACED. ALL CEILING AREAS THAT ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED. ALL OTHER AREAS OF EXISTING CEILING SHALL REMAIN. WHEN THE EXISTING CEILINGS ARE REPLACED, THE NEW CEILINGS SHALL MATCH THE TYPE, COLOR, HEIGHT, ETC. OF THE EXISTING. 5. ALL PLYWOOD SHALL BE PAINTED BLACK BEFORE WOOD FINISH SYSTEM IS INSTALLED. 6. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, AND FOOD SERVICE DRAWINGS FOR COMPLETE INFORMATION REGARDING ALL EQUIPMENT AND FIXTURES. 7. BAR SOFFIT LIGHT FIXTURES AND PENDANT HUNG LIGHT FIXTURES IN THE DINING AREAS SHALL BE FURNISHED WITH LAMPS BY THE OWNER / TENANT AND SHALL BE INSTALLED BY THE CONTRACTOR. 8. REFER TO THE DETAILS ON THE FOOD SERVICE SHEETS FOR COMPLETE INFORMATION REGARDING ALL CABINETRY ABOVE THE BAR. 9. NOT ALL WALLS SHOWN ON THIS PLAN AFFECT THE CEILING GRID. PARTIAL HEIGHT WALLS ARE SHOWN FOR REFERENCE ONLY. RE: FLOOR PLAN FOR WALL TYPE INFORMATION. 10. REFER TO STRUCTURAL DRAWINGS FOR CEILING FRAMING INFORMATION. 11. CONTRACTOR SHALL SECURE ANY EXISTING SPEAKER OR TELEVISION SYSTEMS THAT ARE REMOVED DURING DEMOLITION AND RE -MOUNT THEM AS DESIGNATED BY THE OWNER I TENANTS CONSTRUCTION REPRESENTATIVE. WIRING AND CABLING SHALL BE EXTENDED AS NEEDED. 12. THE LIGHTS THAT ARE SHOWN INSIDE THE BUILDING ARE EITHER NEW LIGHTS OR EXISTING LIGHTS THAT NEED TO BE SHIFTED DUE TO THE ALTERATION. CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BIDS IN ORDER TO DETERMINE IF EXISTING LIGHTS ARE RE -USABLE. LIGHTS SHALL BE CENTERED OVER TABLES, BOOTHS, AND WAITRESS STATIONS BELOW. 13. U.O.N., DIMENSIONS ON THIS PLAN ARE TO THE FACE OF STRUCTURE FOR NEW WALLS, TO FACE OF FINISH FOR EXISTING WALLS, AND TO THE CENTERS OF FIXTURES AND EQUIPMENT. Ceiling Plan Keynotes 1D CANVAS AWNING OVER ALUM. FRAME. COLOR AND MOUNTING HEIGHT TO MATCH 0 EXISTING. THE FINAL DESIGN OF ALL AWNINGS SHALL BE PROVIDED BY THE CONTRACTOR, DURING CONSTRUCTION, THROUGH SHOP DRAWINGS THAT ARE SIGNED cuL AND SEALED BY A REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT SIGNED AND M SEALED SHOP DRAWINGS TO THE LOCAL AHJ AS REQUIRED FOR PERMIT. EXACT e LOCATIONS OF AWNING STRUCTURE SHALL BE COORDINATED SO AS NOT TO CONFLICT Q� WITH WINDOWS, PATIO OPENINGS, OR THE SHUTTERS. Q2 DASHED LINES INDICATE OUTLINE OF BAR BELOW. FIXTURES TO BE CENTERED OVER J BAR AS SHOWN ON THE CEILING PLAN. I U �. }. N aj V O '—' O 8 �00 oo � U M %:1444 p P-4 � tn oov -� C) A1 31 C z 0 0 N cuL " ca M o e Q� J Q J 0 U U c a 0 0 0 U 0 Ca U N 0 C , C) M M �• cuch N L. CD W J O _ �^pm C,) QLU U W ;z z Ly N Q J U A1 31 C z 0 0 N cuL d M o 0 m Q� J Q J 0 U m c a 0 00 0 U) 0 C U N 4 0 mm N w O S - C,) U W V N Q S_ cf o o w�- 00 z EL 3 "o" L V o OLo ~z c/) D_ A1 31 z z 0 N WtR d M o 0 m J Z J R LL_ U m a 0 A1 31 z N d 0 Z N U 00 U) 0 U N 4 LL mm N w O S - C,) � c9 x o EL cn V ~z ~ � z a k" w N N U) w� o 0 A1 31 N d 01 Z N 00 0 U N 4 LL Y N w O S - C,) � c9 o EL V A1 31 T.O. PATIO ROOF 11'-7" A.F.F. Ak B.O. FASCIA T-6" A.F.F. Exterior Elevation SCALE: 1/4" = V-0" 2 Exterior Elevation SCALE: 1/4"= V-0" T.O. ROOF 23'-111/2" A.F.F. B.O. SOFFIT 14'-10" A.F.F. T.O. PATIO ROOF _0_ 11'-7" A.F.F. B.O. FASCIA Ak 7'-6" A.F.F. FIN FLR _O_ 0'-0" T.O. ROOF 23'-111/2" A.F.F. B.O. SOFFIT 14'-10" A.F.F. B.O. AWNING T-0" A.F.F. FIN FLR 0'-0ff Exterior Elevation General Notes 1. IN THE AREA OF THE ALTERATION, ALL EXISTING EXTERIOR ELEMENTS, MATERIALS, FINISHES, ETC. SHALL BE MODIFIED AS NEEDED TO ACCOMMODATE THE ALTERATION. ALL OTHER EXTERIOR ELEMENTS, MATERIALS, FINISHES, ETC. SHALL REMAIN AS IS. 2. ALL NEW ITEMS SHALL MATCH THE EXISTING IN REGARDS TO MATERIALS, FINISHES, COLORS, MOUNTING HEIGHTS, ETC. 3. ALL ITEMS SHOWN ON THE ELEVATIONS AS "BLACK" ARE NEW. ALL ITEMS SHOWN ON THE ELEVATIONS AS "GRAY" ARE EXISTING. 4. RAILING SYSTEMS SHALL HAVE 2"X 2" VERTICAL POSTS AND 2"X 2" HORIZONTAL RAILINGS AS SHOWN ON THE ELEVATIONS. IN BETWEEN THE VERTICAL POSTS, RAILING SYSTEMS SHALL HAVE 1"X 1" VERTICAL BALUSTRADES AT 4" O.C. MAX. 5. EXCEPT AT THE GATE(S), RAILING SYSTEMS SHALL HAVE CONTINUOUS DRINK RAILS ON TOP. RE: SECTIONS. 6. AT EACH RAILING, THE DISTANCE BETWEEN THE LAST VERTICAL POST AND THE ADJACENT WALL FINISH SHALL BE 1-114". 7. EXCEPT FOR THE DRINK RAIL, ALL RAILING SYSTEM COMPONENTS SHALL BE ALUMINUM AND SHALL HAVE A POWDER COAT BLACK FINISH.. 8. EACH GATE SHALL HAVE SPRING LOADED HINGES AND A STRIKE PLATE. (NO LATCH OR LOCK SET). 9. THE FINAL DESIGN OF THE RAILING SYSTEM AND GATES SHALL BE PROVIDED BY THE CONTRACTOR, DURING CONSTRUCTION, THROUGH SHOP DRAWINGS THAT ARE SIGNED AND SEALED BY A REGISTERED ENGINEER. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS TO THE LOCAL AHJ AS REQUIRED FOR PERMIT. EXACT LOCATIONS OF RAILING STRUCTURE SHALL BE COORDINATED WITH FOUNDATIONS, SLABS, AND KNEE WALL BELOW. Exterior Elevation Keynotes 1O NEW BRICK. RE: SECTIONS Q NEW RAILING SYSTEM. RE: SECTIONS Q NEW GATE, RE: FLOOR PLAN ® NEW DOOR W/ TRANSOM ABOVE. RE: FLOOR PLAN 5O NEW AWNING, RE: CEILING PLAN Q NEW AWNING CEILING / ROOF SYSTEM. RE: CEILING PLAN Q7 NEW SHUTTERS. RE: GENERAL NOTES ON LIFE SAFETY PLAN ® NEW LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS Q NEW STUCCO FINISH SYSTEM. RE: SECTIONS 10 NEW EIFS BAND. SIZE, FINISH, AND COLOR TO MATCH EXISTING. 11 PROVIDE DRAINS THROUGH THE WALLS BELOW THE RAILINGS. RE: ARCH. SLAB PLAN O :+-mj cu W L- 0 0 w F- x W WW 2 CO z Z O r N WLn Lu Z m o Q ZJ O Ca uj E U) Kl) C7 O O rcj) m� p U 004 CL LCM a� c v W 7 z L a) LL - U Cw 0 u) U) IL m O :+-mj cu W L- 0 0 w F- x W WW 2 CO A201 t z Z O r N WLn Lu Z m o W ZJ S J LLED uj E U) O A201 t N Z r Z VV O C 0 C4 a o 9 O uj U) O C7 O FW- W 0 p CL C-) m z �= � Z ui a W N N W c A201 t N r Z VV C 0 C4 a o 9 O uj N O C7 O FW- W 0 p CL C-) A201 t EXISTING MASONRY WALL CEILING FRAMING, RE: STRUCT. DWGS R19 BATTEN INSULATION CEILING FINISH. - RE: CEILING PLAN 3-5/8" FRAMING - @ 24" OC MAX. PROVIDE CONT. BLOCKING AT ALL CORNERS AND OPENINGS IF THIS WALL SEPARATES THE INTR. FROM THE PATIO OR FROM THE EXTR, IT SHALL BE FILLED WITH R11 BATTEN INSULATION. RE: I FLOOR PLAN FOR I LOCATIONS II WALL FINISH & — SHEATHING. I I RE: FINISH PLAN II WALL BASE, RE: FINISH PLAN I I FLOOR FINISH. RE: FINISH PLAN I I II II EXISTING FINISH. EXISTING TRIM BEYOND EXISTING MASONRY WALL AWNING BEYOND. RE: CEILING PLAN. CEILING FRAMING. RE: STRUCT, DWGS h, II R19 BATTEN INSULATION I CEILING FINISH. ,l RE: CEILING PLAN 6" FRAMING @ 24" OC MAX. EXISTING TRIM. PROVIDE CONT. BLOCKING AT ALL CORNERS AND OPENINGS PROVIDE CONT, CAULKING BETWEEN BRICK AND WALL FINISH. BRICK. ONE ROWLOCK COURSE. SLOPE TOP 1/2" PER FT. U__� BRICK. ONE SOLDIER COURSE FLOOR SLAB. RE: -' " ARCH, SLAB PLAN & STRUCT, DWGS. 1 Wall Section SCALE: 3/4"= V-0" RIGHT SIDE OF PATIO. SECTION THROUGH EXISTING MASONRY WALL BRICK. STRETCHER COURSES IN RUNNING BOND TO T-0" AFF. PROVIDE DRAINAGE WEEPS @ 24" OC SIDEWALK, RE: / ARCH. SLAB PLAN ( GRID LINE IS OUTSIDE STEEL BEAM. RE: I FACE OF STEEL STRUCT. DWGS I COLUMN/BEAM NEW AWNING ROOF SYSTEM, RE: CEILING PLAN i WALL FINISH & SHEATHING OVER LIGHT GAUGE FRAMING 112"THICKX3"X3" WOOD TRIM AT ALL OPENINGS AND OUTSIDE CORNERS 6" X 6" DRINK RAIL ALUM. RAILING SYSTEM. RE: ELEVATIONS BRICK ROWLOCK COURSE OD BRICK. STRETCHER a COURSES IN RUNNING BOND TO 0'-8" AFF. PROVIDE DRAINAGE WEEPS @ 24" OC FLOOR FINISH, RE: FINISH PLAN CV FLOOR SLAB, RE: ARCH, SLAB PLAN & 8„ 9„ STRUCT, DWGS. 7 Wall Section SCALE: 3/4"= V-0" FRONT OF PATIO. SECTION THROUGH OPENING IN BETWEEN NEW COLUMNS 4 B. 0. BEAM 8'-0" AFF „ co 718" STUCCO OVER 1/2" SHEATHING ON OUTSIDE OF WALL AND UNDERSIDE OF SOFFIT SUN SHADE SYSTEM, RE: NOTES ON LIFE SAFETY PLAN SHUTTER SYSTEM. RE: NOTES ON LIFE SAFETY PLAN SUNSHADE TRACK BEYOND TO STOP AT TOP OF BRICK WALL SIDEWALK. RE: ARCH. SLAB PLAN I WALL FINISH & " SHEATHING. RE: FINISH PLAN WALL BASE. � RE: FINISH PLAN \ FLOOR FINISH. RE: FINISH PLAN I FLOOR SLAB. RE: ARCH. SLAB PLAN & �„ �/„ STRUCT, DWGS. 2 Wall Section SCALE: 314" =1'-0" RIGHT SIDE OF PATIO. SECTION THROUGH NEW WING WALL NEXT TO EXISTING MASONRY WALL. EXISTING FINISH. EXISTING TRIM. EXISTING MASONRY WALL AWNING. RE: CEILING PLAN. CEILING FRAMING. RE: STRUCT. DWGS y R19 BATTEN INSULATION CEILING FINISH. RE: CEILING PLAN WALL FINISH & SHEATHING. RE: FINISH PLAN 1/2" THICK X 3"X 3" WOOD TRIM AT ALL OPENINGS AND OUTSIDE CORNERS SHUTTER SYSTEM. 6"X 6" DRINK RAIL -`1 RE: NOTES ON LIFE SAFETY PLAN ALUM. RAILING BRICK ROWLOCK COURSE SYSTEM. RE: BEYOND ELEVATIONS � BRICK SOLDIER COURSE BRICK ROWLOCK BEYOND COURSE BRICK. STRETCHER `-- BRICK. STRETCHER COURSES IN RUNNING COURSES BEYOND BOND TO 0'-8" AFF. PROVIDE DRAINAGE WEEPS @ 24" OC ---� SIDEWALK. RE: ARCH. SLAB PLAN FLOOR FINISH. RE: FINISH PLAN EXISTING FINISH. EXISTING FINISH. NEW TRIM EXISTING TRIM. EXISTING EXISTING TO MATCH MASONRY WALL AWNING. RE: CEILING NEW AWNING ROOF PLAN. CEILING FRAMING. SYSTEM. RE: CEILING RE: STRUCT. DWGS PLAN 3-5/8" FRAMING @ 24" OC MAX. PROVIDE CONT. BLOCKING AT ALL CORNERS AND �- OPENINGS NEW \ STUCCO ON ` R19 BATTEN UNDERSIDE OF ``� INSULATION MASONRY OPENING CEILING FINISH. . RE: CEILING PLAN -- -- - WALL FINISH & 112" THICK X 3"X 3" SHEATHING OVER WOOD TRIM AT ALL BLOCKING / FURRING. OPENINGS AND RE: FINISH PLAN OUTSIDE CORNERS LIGHT GAUGE FRAMING @ 24" SOFFIT FINISH OC MAX. AND SHEATHING TO MATCH WALL. STEEL BEAM. RE: SUN SHADE SYSTEM. STRUCT. DWGS RE: NOTES ON LIFE SAFETY PLAN COLUMN CONCEALED SHUTTER SYSTEM, RE: NOTES ON LIFE SAFETY PLAN co SUN SHADE TRACK BEYOND TO STOP AT TOP OF BRICK " WALL co SIDEWALK. RE: ARCH. SLAB PLAN FLOOR FINISH. RE: FINISH PLAN EXISTING CMU FLOOR SLAB. RE: - EXISTING CMU WALL BELOW ARCH. SLAB PLAN & /N 7y8" I WALL BELOW GRADE STRUCT. DWGS. �I• GRADE 3 Wall Section SCALE: 3/4" =1'-0" RIGHT SIDE OF PATIO. SECTION THROUGH MIDDLE OF OPENING IN EXISTING MASONRY WALL EXISTING EIFS TRIM ON WALL BEYOND ABOVE TOP OF AWNING FLOOR SLAB. RE: J I v " ARCH. SLAB PLAN & -- - , STRUCT. DWGS. ALUM. RAILINGSUN 4 Wall Section EXISTING CMU SCALE: 3/4"= V-0" SHADE TRACK FRONT OF PATIO. SECTION THROUGH EXISTING MASONRY WALL, I 0 LLj U x SYSTEM W/ BRICK 0.,' -- rr TRACK BELOW. I SYSTEM 3-5/8" FRAMING SLAB BELOW -- - , ACCORDION ALUM. RAILINGSUN ° EXISTING CMU o C14 SHADE TRACK ALUM. RAILING SHUTTERS & SILL ° I 0 LLj U x SYSTEM W/ BRICK 0.,' -- rr TRACK BELOW. F - SYSTEM W/ BRICK m U Nr AWNING ROOF SYSTEM. PROVIDE FURRING ,';/ WALL BELOW. - - - EXISTING COURSE WALL BELOW. 13_1 (n m SHUTTERS & SILL CONT. COUNTER BRICK WALL BELOW EXTERIOR FINISH Ir- BRICK. STRETCHER 8" FRAMING TRACK BELOW. 2'-0" w ACCORDION BRICK. RE: COURSES IN RUNNING FLASHING WHERE STEEL COLUMN SHALL BE OFFSET INSIDE OF COLUMN j ' " SECTIONS BOND TO 0'-8" AFF. w , m o z� SHUTTERS & SILL BLACK FINISH TO EXISTING MASONRY WALL, COLUMN WRAP SHALL BE co w m z ¢ z NEW AWNING ABUTS -- -- - - CENTERED ON WOOD FINISH OF SOFFIT ABOVE Z U 1/2" THICK X 3"X 3" WOOD 6" FRAMING WEEPS @ 24" OC SHEATHING, F�- TRACK BELOW. 8" FRAMING OVER 1/2" ZE0 w v o w v NEW AND NG �'-- EDGE OF CONCRETE AND OUTSIDE CORNERS Ile o SHEATHING FLOOR FINISH. 1l2" THICK X 3" X 3" -�"r INrl ALUM. RAILING SYSTEM WI RE: FINISH PLAN WOOD TRIM AT ALL CANOPY SOFFIT w Z z 1, (CONTRACTOR MAY ACCORDION SHUTTERS & SILL / _ USE PLYWOOD OR OPENINGS AND OUTSIDE CORNERSNr ° DENS GLASS) STEEL COLUMN. o a TRACK BELOW. STYLE DOOR. -E_- SCALE: 3/4"= V-0" EDGE OF CONCRETE - RE: STRUCT, ALUM. RAILING w v z � 3-5/8" FRAMING RE: A601 _EXISTING 3-5/8" FRAMING WALL BELOW. — -- — — — — / @ 24" OC MAX. z o VBRICK.RE: EXTERIOR FINISH FURRING AS EXISTING CANOPY 0 0 I I REQUIRED TO 0 ROOF SYSTEM CREATE SQUARE I I ( — — WRAPAROUND STEEL COLUMN a' BRICK STEEL COLUMN WALL FINISH & I WOOD FINISH SHEATHING. SECTIONS OVER SHEATHING 3-5/8" FRAMING EXISTING CMU Plan View Detail 13 Plan View Detail 14 SCALE: 3/4"= 1'-0" SCALE: 1-1/2" =1'-0" EXISTING CMU - - EXISTING CANOPY - - - - _ _ I WALL CEILING SYTEM L NEW 5/8" STUCCO I I I I OVER EXISTING WALL FINISH & 7/8" STUCCO OVER I WALL FINISH & CMU. TERMINATE SHEATHING. 112" SHEATHING _ _ SHEATHING. o WITH FRY REGLET RE: FINISH PLAN J' SCREED I I I I RE: FINISH PLAN LLJ LIGHT GAUGE FRAMING I ( _� - 7/8" STUCCO OVER 1/2" THICK X 3" X 3" WOOD TRIM ATALL _ _ 112" THICK X 3" X 3" 1 R"SHEATHING _ WOOD TRIM AT ALL (CONTRACTOR MAY OPENINGS AND ° - STEEL BEAM, B. 0. OPENINGS AND - ° USE PLYWOOD OR OUTSIDE CORNERS Nr BEAM AT 8'-0" AFF. 0 OUTSIDE CORNERS DENS GLASS) RE. STRUCT, WIDTH OF NEW SOFFIT TO MATCH WIDTH OF EXISTING Q Plan View Detail 1O Plan View Detail PILASTER BEYOND " V SCALE: 3/4" =1'-0" 1 SCALE: 3/4"= V-0" SUN SHADE SYSTEM, RE: NOTES ON LIFE SAFETY PLAN SHUTTER SYSTEM. - RE: NOTES ON LIFE SAFETY PLAN SUN SHADE TRACK - BEYOND TO STOP AT TOP OF BRICK WALL SIDEWALK. RE: ARCH. SLAB PLAN I LINE REPRESENTS OUTSIDE FACE OF SOFFIT FRAMING 9„ 8" ABOVE 8 Wall Section SCALE: 3/4" =1'-0" LEFT SIDE OF PATIO. SECTION WHERE NEW PATIO CONNECTS TO EXISTING FRONT ENTRY CANOPY 7/8 STUCCO OVER 112" SHEATHING 6"X 6" DRINK RAIL /- ALUM. RAILING SYSTEM, RE: ELEVATIONS 3-5/8" FRAMING SLAB BELOW BRICK. ONE SOLDIER COURSE WALL FINISH & -� BRICK. STRETCHER SHEATHING, COURSES IN RUNNING BOND RE: FINISH PLAN TO T-0" AFF. PROVIDE DRAINAGE WEEPS @ 24" OC WALL BASE. RE: FINISH PLAN SIDEWALK. RE: ARCH. SLAB PLAN FLOOR FINISH. RE: FINISH PLAN ACCORDION co N EXISTING CMU o C14 f-+ FRAMING AS SHUTTERS & SILL ° .0 0 LLj U x WALL 0.,' BLOCKING rr TRACK BELOW. F - D m U /-- BRICK ROWLOCK FURRING ACCORDION EXISTING COURSE L M (n m SHUTTERS & SILL L a� U- CD c .� BRICK WALL BELOW EXTERIOR FINISH Ir- BRICK. STRETCHER 8" FRAMING TRACK BELOW. 2'-0" w STEEL COLUMN BRICK. RE: COURSES IN RUNNING CONCEALED WITH STEEL COLUMN SHALL BE OFFSET INSIDE OF COLUMN SECTIONS WALL FINISH & 10" SECTIONS BOND TO 0'-8" AFF. w , m o z� SHEATHING. RE: FINISH BLACK FINISH TO EXISTING MASONRY WALL, COLUMN WRAP SHALL BE co w m z ¢ z PROVIDE DRAINAGE WALL FINISH & CENTERED ON WOOD FINISH OF SOFFIT ABOVE Z U 1/2" THICK X 3"X 3" WOOD 7/8" STUCCO WEEPS @ 24" OC SHEATHING, F�- TRIM AT ALL OPENINGS _ OVER 1/2" ZE0 w v o w v RE: FINISH PLAN �'-- EDGE OF CONCRETE AND OUTSIDE CORNERS Ile o SHEATHING FLOOR FINISH. 1l2" THICK X 3" X 3" -�"r INrl ALUM. RAILING SYSTEM WI RE: FINISH PLAN WOOD TRIM AT ALL 1/2" SHEATHING w Z z 1, (CONTRACTOR MAY ACCORDION SHUTTERS & SILL / _ USE PLYWOOD OR OPENINGS AND OUTSIDE CORNERSNr ° DENS GLASS) STEEL COLUMN. o a TRACK BELOW. STYLE DOOR. -E_- SCALE: 3/4"= V-0" EDGE OF CONCRETE - RE: STRUCT, ALUM. RAILING w v z � SLAB BELOW RE: A601 SYSTEM W/ BRICK WALL BELOW. FLOOR SLAB. RE: ARCH, SLAB PLAN & STRUCT. DWGS, 2 Plan View Detail 1 SCALE: 3/4'= V-0" SUN SHADE TRACK INSIDE FRAMING. RE: STRUCT. DWGS 8" FRAMING @ 24" OC MAX. 3-5/8" FRAMING @ 24" OC MAX. WALL FINISH & SHEATHING. RE: FINISH PLAN WALL BASE. RE: FINISH PLAN FLOOR SLAB. RE: ARCH. SLAB PLAN & FLOOR FINISH. STRUCT. DWGS.RE: FINISH PLAN EXISTING CMU WALL BELOW GRADE � 1r I I I GRID LINE IS OUTSIDE I GRID LINE IS OUTSIDE FACE OF STEEL I FACE OF STEEL COLUMN/BEAM I COLUMN/BEAM NEW AWNING ROOF i NEW AWNING ROOF SYSTEM. RE: CEILING SYSTEM. RE: CEILING PLAN I PLAN B. 0, BEAM I B. 0. BEAM 8'-0" AFF T 8'-0" AFF I I I I LIGHT GAUGE FRAMING @ 24" III OC MAX. I III I I I I 7/8" STUCCO OVER I I 7/8" STUCCO OVER 1/2" SHEATHING STEEL BEAM. RE: I I 1/2" SHEATHING (CONTRACTOR MAY STRUCT. DWGS (CONTRACTOR MAY I I I I USE PLYWOOD OR I I USE PLYWOOD OR DENS GLASS) I I DENS GLASS) III I I TERMINATE STUCCO WITH FRY SHUTTER SYSTEM. REGLET "J" SCREED. PROVIDE RE: NOTES ON LIFE I I I I CONT. CAULKING BETWEEN ( I SAFETY PLAN BRICK AND REGLET 8" FRAMING @ 24" OC MAX. BRICK. ONE ROWLOCK COURSE. SLOPE TOP 1/2" PER FT. 111 I I I I I I i i I I I I I I I I i i I I SLAB BELOW BRICK. ONE SOLDIER COURSE WALL FINISH & -� BRICK. STRETCHER SHEATHING, COURSES IN RUNNING BOND RE: FINISH PLAN TO T-0" AFF. PROVIDE DRAINAGE WEEPS @ 24" OC WALL BASE. RE: FINISH PLAN SIDEWALK. RE: ARCH. SLAB PLAN FLOOR FINISH. RE: FINISH PLAN ACCORDION co N Q' Lo o C14 f-+ FRAMING AS SHUTTERS & SILL ° .0 0 LLj U x CD FLOOR SLAB. RE: ` ' ARCH. SLAB PLAN & " 9„ STRUCT. DWGS, 5 Wall Section SCALE: 3/4" =1'-0" FRONT OF PATIO. SECTION THROUGH MIDDLE OF NEW COLUMN. SUN SHADE TRACK /- EDGE OF CONCRETE 8" FRAMING 3-5/8" FRAMING �- STEEL COLUMN �- BRICK. RE: SECTIONS 7/8" STUCCO OVER 1/2" SHEATHING �- ACCORDION SHUTTERS & SILL TRACK BELOW, SUNSHADE TRACK ALUM. RAILING SYSTEM z SLAB BELOW BLOCKING ACCORDION co N Q' Lo o C14 f-+ FRAMING AS SHUTTERS & SILL ° .0 0 LLj U x CD 0.,' NEEDED TO EXTEND rr TRACK BELOW. F - D m U BREAK METAL OUT O ACCORDION PAST EDGE OF L M (n m SHUTTERS & SILL L a� U- CD c .� BRICK WALL BELOW w 0 c CSN TRACK BELOW. w STEEL COLUMN m BRICK. RE: CONCEALED WITH STEEL COLUMN SHALL BE OFFSET INSIDE OF COLUMN SECTIONS WALL FINISH & 10" BREAK METAL. 1'-0" w , m o z� SHEATHING. RE: FINISH BLACK FINISH TO EXISTING MASONRY WALL, COLUMN WRAP SHALL BE co w m z ¢ z PLAN MATCH RAILING CENTERED ON WOOD FINISH OF SOFFIT ABOVE Z U 1/2" THICK X 3"X 3" WOOD F�- TRIM AT ALL OPENINGS n, ZE0 w v o w v �'-- EDGE OF CONCRETE AND OUTSIDE CORNERS Ile ° I SLAB BELOW INrl ALUM. RAILING SYSTEM WI 7/8" STUCCO OVER BRICK WALL BELOW. 1/2" SHEATHING w Z z 1, (CONTRACTOR MAY / _ USE PLYWOOD OR DENS GLASS) STEEL COLUMN. o a 11 Plan View Detail STYLE DOOR. -E_- SCALE: 3/4"= V-0" 8" FRAMING 3-5/8" FRAMING �- STEEL COLUMN �- BRICK. RE: SECTIONS 7/8" STUCCO OVER 1/2" SHEATHING �- ACCORDION SHUTTERS & SILL TRACK BELOW, SUNSHADE TRACK ALUM. RAILING SYSTEM z z BLOCKING co N Q' Lo o C14 f-+ FRAMING AS Q ° .0 0 LLj U x CD 0.,' NEEDED TO EXTEND O F - D m U BREAK METAL OUT O ACCORDION PAST EDGE OF L M (n m SHUTTERS & SILL L a� U- CD c .� BRICK WALL BELOW w 0 c CSN TRACK BELOW. w STEEL COLUMN m 0 F- F CONCEALED WITH STEEL COLUMN SHALL BE OFFSET INSIDE OF COLUMN a U ¢ BREAK METAL. WRAP. STEEL COLUMN SHALL BE CENTERED ON THE w , m o z� BLACK FINISH TO EXISTING MASONRY WALL, COLUMN WRAP SHALL BE co w m z ¢ z MATCH RAILING CENTERED ON WOOD FINISH OF SOFFIT ABOVE Z U F�- n, ZE0 w v o w v 5/8" STUCCO 3" X 3" WOOD TRIM U � Q w Z z STOREFRONT L" STEEL COLUMN. o a STYLE DOOR. -E_- - RE: STRUCT, w v z � RE: A601 U„ o m UJ o BLOCKING / z o FURRING AS 0 0 REQUIRED TO 0 CREATE SQUARE WOOD TRIM — — WRAPAROUND BRICK STEEL COLUMN WALL FINISH & WOOD FINISH SHEATHING. EXISTING FINISH OVER SHEATHING 3-5/8" FRAMING EXISTING CMU Plan View Detail 13 Plan View Detail 14 SCALE: 3/4"= 1'-0" SCALE: 1-1/2" =1'-0" SIDEWALK. RE: ARCH. SLAB PLAN FLOOR SLAB. RE: -' x " " ARCH. SLAB PLAN & 8" 9" STRUCT. DWGS.ol 6 Wall Section SCALE: 3/4"= V-0" FRONT OF PATIO. SECTION THROUGH WING WALL PORTION OF NEW COLUMN Section & Detail General Notes 1. REMOVE EXISTING EXTERIOR BRICK & FINISHES TO ALLOW FOR NEW EXTERIOR BRICK & FINISHES, ALL NEW BRICK & FINISHES TO MATCH EXISTING, U.O.N. RE -USE EXISTING BRICK & FINISHES WHERE EVER POSSIBLE. 2. IN THE SECTIONS, THE SHUTTERS ARE SHOWN WITH FLOOR SILL TYPE "D1". CONTRACTOR MAY USE TYPE "D2" AS LONG AS THE THRESHOLD DOES NOT INTERFERE WITH THE ADA OR EGRESS REQUIREMENTS OF ANY OF THE DOORS OR GATES. RE: A101 FOR COMPLETE INFORMATION ON THE SHUTTER SYSTEM. 3. THE TOP OF SLAB UNDER THE BRICK WALL SHALL BE HIGHER THAN THE TOP OF SLAB UNDER THE ADJACENT INTERIOR / PATIO FLOOR FINISH. RE: ARCH, SLAB PLAN, 4, EXTEND VERTICAL SUPPORTS FOR RAILING SYSTEM THROUGH BRICK WALL AND INTO CONCRETE SLAB, CORE DRILL AND EPDXY SET AS NEEDED, 5. SECURE BRICK WALL TO CONCRETE SLAB WITH A MIN. OF 1 # 3 @ 48" OC. MAX. 6. AT EACH EXISTING WINDOW, AT THE TOP OF THE MASONRY OPENING, THE BOTTOM OF THE EXISTING LINTEL / BEAM IS APPROX. 9'-4" AFF. VERIFY IN FIELD. 7. AT EACH NEW MASONRY OPENING, THE BOTTOM OF THE NEW LINTEL / BEAM SHALL MATCH THE EXISTING (APPROX. 9'4" AFF, VERIFY IN FIELD). 8, COORDINATE ALL HEIGHTS FOR MASONRY, STEEL, AND FRAMING WITH THE STRUCTURAL DRAWINGS, 9. THESE SECTIONS AND DETAILS DEPICT "TYPICAL" CONDITIONS, THEIR "TYPICAL" ORIENTATIONS MAY BE SLIGHTLY DIFFERENT THAN THE EXACT ORIENTATIONS SHOWN ON THE FLOOR PLAN AND OTHER CONSTRUCTION DRAWINGS. " " 6 L 0 ca O U N `V N C7 LJ n) LL rrWnnQW VOof M U w n Z ` J z 00 w N Q J U il) f CD 0cn. oes c "O w •E•-+ U �- (D F- U) w w c z z .0 co N Q' Lo o C14 f-+ CD Q w .0 0 LLj U x CD 0.,' w LL O F - D m U O U) =�UN L M (n m ¢ L a� U- CD c .� z w 0 c CSN � CL il) f CD 0cn. oes c "O w •E•-+ U �- (D F- U) w w c A301 z z N U) N Q' Lo o C14 w m CD O m W w _i Q 0 LLj U x CD 0.,' w LL O F - D m U A301 z N z 3 � o 0 N U UJ ¢ 0 I 0 LLj U x CD 0.,' O D U U) m F�- L" F- a IL 0 0 0 CD A301 N z 3 � o 0 N U UJ ¢ ob 0 C=) I 0 LLj U x CD 0.,' O D U A301 f W 1'Q'Nen OO � 05 �%c �D • u o0 0 ,�Oaay� �CIS a, rn .mow - V a JOG IN WALL BEYOND g 10 9 10 RE: ELEV 4 THIS SHT 1 dc= a L 0 BOXED IN SUPPORT COLUMN RE: FLR PLAN � LINE OF PATIO BAR-' RE: FOOD SERVICE DWGS 0 V cn cn N Exterior Elevation General Notes L- aD 1. RE: CEILING PLAN FOR ALL CEILING HEIGHT, MATERIAL, & FINISH INFORMATION. CIt U Q 2 WOOD BASE CONT 2. RE: SECTIONS FOR ALL HEIGHTS OF FRAMING, MASONRY, AND STEEL. m OPEN TO BEYOND RE: ELEV 4 OPEN TO BEYOND RE: ELEV 4 ♦ , }�-.. 0 00 3. RE: FINISH PLAN FOR COMPLETE INTERIOR FINISH INFORMATION. ¢ V w z z �iS 4. THE HEIGHTS OF ALL TRIM WORK SHOWN ON THIS SHEET SHALL BE COORDINATED z °O WITH THE SECTIONS. N Q 0 5Interior Elevation 5. RE: FOOD SERVICE PLANS FOR COMPLETE INFORMATION REGARDING FURNITURE. SCALE: 114" =1'-0" 6. FOR ALL FINISH MATERIALS, MILLWORK, FURNITURE, FIXTURES, EQUIPMENT, ETC., CONTRACTOR SHALL COORDINATE WITH TENANT AS TO WHICH ITEMS WILL BE PROVIDED AND INSTALLED BY THE CONTRACTOR AND WHICH ITEMS WILL BE m PROVIDED BY THE TENANT AND INSTALLED BY THE CONTRACTOR. CONTRACTOR SHALL COORDINATE THIS PRIOR TO SUBMITTING BIDS. a •s v NEW METAL Exterior Elevation Keynotes o ROOF SYSTEM 1Q NEW BRICK. RE: SECTIONS EW EXPOSED METAL Q2 NEW RAILING SYSTEM. RE: SECTIONS L TRUSS SYSTEM 7 JOG IN WALL BEYOND Q3 NEW GATE. RE: FLOOR PLAN -�--� DROPPED SOFFIT 10 10 5 TYP. 9 10 RE: FLOOR PLAN 9 ® NEW DOOR. RE: FLOOR PLAN Q @ OPENING Q5 NEW WINDOW. RE: FLOOR PLAN s 0 © BREAK METAL FINISH OVER COLUMN. RE: DETAIL ON SECTION SHEET. (a 7Q SUN SHADE SYSTEM. RE: NOTES ON LIFE SAFETY PLAN � a' ® NEW LIGHT FIXTURE. RE: ELECTRICAL DRAWINGS cf) U) c NEW WOOD FINISH SYSTEM, RE: FINISH PLAN =3 , 0 € }, O N a a �� 10 NEW WOOD TRIM. RE: FINISH PLAN. (16 Q _ a 22 Ll Ll L I I I I I I I f I I I = U N W ®® ELECTRO 4 C SLIDER a c �'= W "L- `�" C o ca w C in CO = — 2 WOOD BASE CONT 4 WOOD BASE CONT WOOD BASE CONT -/ "' h a a z 8 N a' to Ln 3Interior Elevation E Interior to or Elevation .- w Z; SCALE: 114" =1'-0" 4SCALE: 1(4 -1-0 ao m C)fr p w .I Q a J ca JR IE 1 .13 n 7 7 7 6 9 7 10 7 DROPPED SOFFIT @ OPENING NEW METAL LLD ROOF SYSTEM z o o Wcncn 7 98 7 9m -� 8 7 9 8 7 NEW EXPOSED METi Z c W DEN OKEE N Ol'N OIN ,�'y TRUSS SYSTEM a / \ OWN g NEW ALUM. DRINK \\\ \\\ cn NEW ALUM. DRINKGo \\ RAILING TYP. $ W o 0 I I N 1111111 111 RI RAILING TYP. c w lull III III Ilu [lull 11 a 11figilly-I_, 1.1_' ®® LILJLllJ�ll�J 1� mull 110 / a z G N 10JNEW ALUM. DRINK NEW ALUM. DRINK UJI O � o o 2 1 2 1 3 21 WOOD BASE CONT, TYP (D-/ 1 RAILING TYP. 1 2 RAILING TYP. 1 2 4 1 2 4001) BASE CONT, TYP. 1 2 1 2 N {" w" 2 Interior ElevationInterior Elevation A401 SCALE: 1/4"=1'-0" 1 1 SCALE: 1/4"= 1'-0" Door Schedule Door Types DOOR SIZE MATERIAL DETAIL REMARKS W W Uj w _ �00 OO Uj 0 0 0 a v 0 \ U M G1 01 o v s z H o j ---- I--� �-+ r---4 w (aD A 3'-0" 7'-0" 1%" HM HM 2 A601-1 BY NAUTICAL FURNISHINGS (NAT) _ O ., \O �p p• U (aD B T-0" T-6-1 ALUM ALUM 1 A601-2 & 3 ALL HARDWARE PROVIDED BY AUTOMATIC DOOR MANUF 'd C C T-0" 7'-0" ALUM ALUM 3 A601-6 MEDIUM STYLE W/ 1/4" CLEAR TEMPERED GLASS a D 3'-0" 3'-6" ALUM ALUM ALUMINUM GATE. RE: A201 01� Door Schedule Notes Door Hardware rn LEVERS AND PANIC HARDWARE: 1. Sliding Door from Interior to Patio � 1. CONTRACTOR TO VERIFY ALL LEVERS & PANIC HARDWARE IS NO MORE THAN 44" HARDWARE TO BE PROVIDED BY DOOR MANUFACTURER - CONTRACTOR TO ENSURE HARDWARE INCLUDES DEAD LOCK W/ RIM CYLINDER (EXT. SIDE) AND THUMB -TURN Cd 2. BRASS RING 10" BRASS RING 10" DIA CLASS PORTHOLE SUPPLIED BY OWNER & (INTERIOR SIDE) a INSTALLED BY GC. 2. Swinging Door from Interior to Patio ONE 1 EXIT DEVICE BRASS AUTOMATIC SS PANIC HARDWARE PUSH BAR WI LEVER TOPROD ONLY W/ C SLIDING DOOR. rr SURFA�E MOUNTED STRIKE 1. SHALL COMPLY WITH ALL CRITERIA SPECIFIED IN IBC SECTION 1008.1.3.3 & NFPA THREE (3) BRASS HINGES W/ NON -REMOVABLE PINS SECTION 7.2.1.0 FOR POWERED DOORS. PROVIDED SUBSTANTIATING ONE (1) BRASS THRESHOLD DOCUMENTATION FOR INSPECTOR AT FINAL INSPECTION. PANIC BREAK -AWAY SHALL ONE (1) MORTISE CYLINDER WITH EXTERIOR CYLINDER GUARD ON EXTERIOR OPEN TO OUTSIDE PATIO. ONE (1) BRASS CLOSER Vrn 2. STANLEY ELECTRIC SLIDING GLASS DOOR DURA -STORM 3000 (NON -REINFORCING) W/ ONE (1) WEATHERSTRIPPING U PANIC BREAK -AWAY HARDWARE. ONE (1) BRASS DOOR SWEEP ONE (1) BRASS KICK PLATE 3. TEMPERED GLASS V ONE (1) BRASS PULL PLATE 4. DARK BRONZE FINISH 3. Swinging Door from Patio to Exterior „I (1) SET SINGLE ACTING OFFSET PIVOT HINGES BY MANUFR (1) DOOR CLOSER (1) 4" EXTRUDED - MILL FINISH ALUMINUM THRESHOLD (FOR kill OFFSET PIVOT AND OVERHEAD CLOSER) (1) DEADLOCK / LATCH COMBINATION a (1) PANIC PUSH BAR DEVICE (1) STANDARD LATCH STRIKE (1) CYLINDER - MATCH DOOR FINISH o (1) DOOR PUSH & PULL - CLEAR ANODIZE FINISH (1) WEATHERING SYSTEM AND BLADE SURFACE ATTACHED SWEEP STRIP Io Window Schedule O Window Types w WINDOW SIZE REMARKS W 0 m LU _ o J 3CO z z o = ¢LLJ L c' v', _ 3 z w o Q -6- 0 V — W-1 A T-0" 5'-0" 4'-0" ALUM A601-5 FIXED, ALUM STOREFRONT SYS TO BE ARCH ALUMINUM IGS 450 EZ THERMAL CD CU (OR EQUAL) GLASS TO BE DOUBLE PANED, LOW E GLASS, TINT BRONZE w -� \ 0 r � _ CN _ .._.. _.- Ch WOOD CEILING I �n O SYSTEM I \ \ V M .. w �wZ z CO z INTERIOR FINISH ` �Y � N AWNING \ V) MASONRY WALL - R-19 BATT INSULATION R-19 BATT INSULATIONCL Q \ r �> 1/2" WD PLANKING 1/2" WD PLANKING FINISH �. 1/2" PLYWOOD SHEATHING ~ ' ` 1/2" PLYWOOD SHEATHING MTL STUD FRAMING MTL STUD FRAMING .0 .- --� WOOD SHIM RE: STRUCTURAL RE: STRUCTURAL V � J I ALUM WINDOW FRAME O BO CMU OPNG WOOD SHIM AS REQ CU MTL STUD HEADER FRAMING I { ,.- MTL STUD HEADER FRAMING _I_..._ N ! 1X WD SILL \� ..,_F 2X WD BLOCKING''' Q 9 -4 AFF I / 2X WD BLOCKING 1X3 WD TRIM I 1 WOOD SHIM WOOD SHIM Q Q 1X3 WD TRIM 1X3 WD TRIM Q N CB CD f Y �.. �..W. N� TL 2X WD BLOCKING NEW DOOR WITH `,:_. _ Q U TRANSOM ABOVE ' 1/2" WD PLANKING U) 1/2" PLYWOOD SHEATHING 4Y" 1X WD TRIM 4%" 1X WD TRIM MTL STUD FRAMING ALUM WINDOW FRAME ALUM WINDOW FRAME � _T_6" WD SILL BELOW RE: STRUCTURAL _ 114" SHIM SPACE R-19 BATT INSULATION N QL� � DIRECTIONAL MOTION Cl) U o p� cv SENSOR i 4) % A SILL B JAMB C HEAD a�� Q Aff cQ 0 2LOU) � o Door Head Detail Window Details .� a ' Scale 1 1/2"=1'-0"Cn 5ScaleSTAN-GUARD 1 112"=1'-0" Eo. ACCESS s 0 C) W COVER XISTING STUCCO FINISH EXISTING STUCCO FINISH N m L 0 REMAIN EXISTING WOOD PLANKING m o CD 0 0 °' EXISTING WOOD PLANKING TO REMAIN � � w � INTERIOR EXTERIOR EXISTING 112" WOOD PLANKING " z CD EXISTING 1/2 PLYWOOD SHEATHING w EW 1 112" FURRING EXISTING 1 1/2" FURRING NEW 1 1/2" FURRING z EXISTING 11/2" FURRING w EW 1/2" PLYWOOD SHEATHING (D a NEW 112" PLYWOOD SHEATHING o EXISTING 8" CMU & CONC LINTEL EXISTING 8" CMU FRAME WIDTH 0 0 EW 112" WOOD PLANKING NEW 1/2" WOOD PLANKING—�.,, , 0 EXISTING CONC LINTEL '-4" AFF SEE 0 APPENDIX j ! 1 / R-19 BATT INSULATION FOR I I I I ION y R-19 BATT INSULATION R-19 BATT INSULATION G R-19 BATT INSULATION 1/2 WD PLANKING 1 v I I I i 1 1l2" WD PLANKING 1/2" WD PLANKING $ THRESHOLD I I I 1/2 WD PLANKING ¢ J OPTIONS 1/2 PLYWOOD SHEATHING ( 9. �� ► i i R . 1l2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING I 1/2" PLYWOOD SHEATHING a 3 5/8" MTL STUD FRAMING o 3 518" MTL STUD FRAMING`- MTL STUD FRAMING %- -� MTL STUD FRAMING I 1'-6" MIN. TO OBSTRUCTION I j @ 16" OC MIN w" RE: STRUCTURAL } -� (ON PULL SIDE) ? \i I I I u. @ 16 OC RE: STRUCTURAL E E — — — %I I, I I @ N 6" MTL STUD FRAMING I 6 MTL STUD FRAMING z �. — — — — I I I 16 OC MIN _� T ,� @ 16 OC MIN w ROUGH OPENING MTL STUD HEADER FRAMING 12" MIN. TO OBSTRUCTION PACKAGE WIDTH ( I �- I I „ MTL STUD HEADER FRAMING o -{, S RUCTION i I i i 1X3 WD TRIM 1X3 WD TRIM 2X WD BLOCKING - - , 2X W D BLOCKING N ON PUSH SIDE IF DOOR HAS " -- ---- 1X3 WD TRIM I, � � � � ( /HEADER ABOVE I I I I 1X3 WD TRIM m A LATCH & CLOSER) -------_ -1 _--- I ELE ZONWOORSYSTEM INTERIOR _ <1 � "SX" 7 f g z r - J }n� z ELECTRONIC DOOR SENSORS -_... I a 1x WOOD TRIM HOUSING FOR ELECTRICAL °� CN MECHANISM ELECTRONIC DOOR JAMB w o •I 677 o a ASSEMBLY I I I $ w o 0 EXTERIOR 1/4" SHIM SPACE L6" 1X WD TRIM g^ 1X WD TRIM 8 NOTE: ACCESSIBLE DOORS MUST BE 36" WIDE MIN. TO ALLOW 32" MIN. CLEAR HOLLOW METAL FRAME HOLLOW METAL FRAME � DOOR LEAF, RE: SCHEDULE � DOOR LEAF, RE: SCHEDULE OPENING, OBSTRUCTION CLEARANCES NOTED ARE REQUIRED AT NEW DOORS. NOTIFY ARCHITECT IF OBSTRUCTION EXIST PRIOR TO CONSTRUCTION. _ o Z a o NOTE: PROVIDE MIN. 16 GAUGE MTL w N Y Cb STUD FRAMING @ DOOR OPENINGS GREATER THEN 3'-0"HEAD 0 N ¢ zCD A B JAMB A HEAD B JAMB a o o U 4 Typical Door Location Automatic Door Details Automatic Door Details Door Details Scale: NTS"_ . " "_ , " 3Scale 1/4 -1-0 2 Scale 1 1/2 -1-0 "= " 1 Scale 1 1/2 1-0 A601 I DUMPSTER -. ENCLOSURE j a MECH. ROOM BEER COOLER ABOVIE 114 WALK-IN -- BEE7: coaER I i _ ..._.. EllROOM PANTRY SYSTGAS:' 113 I ;SYSTEM Fl �a a 1 ' �. .1l - l - ------ _al a _( KITCHEN _- I a \� 111 ' �..T — t { 11 � IN FREEZER WALK-IN COOLER _ I , - a r. rl .. LWOMEN'S - Ff`II II MEN'S RR _.�I.:„°, - _RR - _ I I�IJ-f �i..:,J� B t... k Inaalwmnml�n,du::. OFFICE WALK-IN COOLER �. LST-- �, DRY STORAGE - 107 41 -- —_ r 77777777 ° lL it \, _ i La �n a.0 0 Ejoh.r I HIGH TOP/ TABLE l I � X11 1 Iu 82 0 0 0 HIGH TOP .' TABLE Am 31t7Aa4 i a 4 .� o 0DINING ROOM _..._._ 1 100_J I , I BAR r! + d 101 I N F� B STOOLS 4-I as I III I I SPRING LOAODA D® GIIN ----------------- CAFE DOORS BY AR TOP MAN FR 4 I I{ __......' I I FS3-4 EN `SOA C Ir;L I!' _. r ;' PATIO BAR 7COPXTAL$T TON ; I I W , T _ I r 103 35 36 40 34 --- i 131 , I I _ars CORNER -- —a % 1 ' / f .� -'I- a ' 1IIIIIIIIIIII 46 `I._.'��/ �lioo 43 1 a -_�_.-__...._, ...-....... ......... ., .. ......_..._.-�._-.._......._.._..__ .. _..,.__....... _._._-.... L__�.'�_ /-.:tom j , ,., .. . - __.._ .. O 1 1 4 3a -- _ 85 1 o I 17 ( M IIIIIIIIIIII a .a Cn BZ 1 Y 1 1 A a I i r 11 ,,t1 1 1LL. � 1 a s a I Q 42 I aBexzr (/\/)\J I I Milli OR - LL, Y I i i O i 1 « � r— —, r ---, r----, r----, 1 44 Il. r T,A I III nrhi Ii i 1 �I.I I SERVER STATION #4 r nl I kll nl}I I In nfh _ 9 I li (Y'�II Illlll.���” V I n II ITYc I I II a a a ; 1 100 -li i l 95A 112 I2 1 i ornF alAl III � ; aj �0 46 31 o a a �yy�.I���,�1� y�� i E mi ENTRY I - - - - - — " — — — VVIY 1 fIVL RIVI ANO SINK 92 NIG I , 99 CORNERTABLE +� - 1 125 1 FS3-2 40 � ; I BODA GU �/% SOOCKTAILSTA. ,/� 1 v f PATIO DINING------ 102 a •__ ____________________J a (D 0 � FS3-10 ` a f ° I P I REAR Food Service Equipment & Furniture Plan LEFTN RIGHT Scale 3116"=1'-0" REFER TO SHEET FS2 FOR FOOD SERVICE EQUIPMENT SCHEDULE FRONT I==4 n�x r --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - ✓_ I I � a a. 1 2 1, w1c L Z cc O O U) N W Z Ll W r m COP 0 O z J _W CL' V CO w U 0 -17 W w1c L Z 0 U) N W Z Ll W r m COP 0 O z J _W CL' V CO w U 0 -17 W W �UN WLu O W c v Cn WLIJ LL cCO 0 0 coO IxIL w1c FS1 % L Z O U) N W Z Ll W r m COP 0 E z J _W CL' V CO w U N _U W W u WLu O W U W FS1 % Z O U) N Z Ll W r m COP 0 Ja z J _W CL' CO FS1 % Z N Z 0 CO U N U. W WLu rter}�, cCO d m W 0 O U Z W W 1 1 WQ N O O W O CC FS1 % N Z N U N U. W WLu rter}�, a 0 O U FS1 % Equipment Schedule ABBREVIATION LEGEND 0- OWNER SAT- ATLANTIC SATELITE GC- GENERAL CONTRACTOR SAS- CUSTOM SIGHT & SOUND ES- EQUIPMENT SUPPLIER SD- SODA DISTRIBUTER EC- ELECTRICAL SUPPLIER SMS- SEE MECHANICAL SCHEDULE NAT -NAUTICAL FURNITURE DC- DIRECT CONNECTION TO A DISCONNECT PC -PLUMBING CONTRACTOR RE: ELECTRICAL DRAWINGS CU C&P- CORD & PLUG RSM- RAM SHEET METAL CU • O� �D `D U O O ii a o o <` o �. ,-� O C -a w�V� w -o z U p cc o S/S HAND SINK- WALL HUNG I.T.-To M 111111111 N Co OC u =a a CORENELIUS 2323 UNIVERSAL o U 80 LB ICE CHEST mu .Z � Mal Z S/S BLENDER STATION MMMWM0MM==�*/ SIDE SPLASH GUARDS W N N Q W � O � W O O SEE PLAN FOR LOCATIONS FLAT BOTTLE COOLER, 4 FT EVA.V11 �o BAR , , - :. - .. 11 ®�®oma ' ®®■�®®® : ' �© FR48 SERIES =a PROVIDE 3-6" SWEEPS FROM EQUIP. NO. 63 =a MMEMMMMMM PLUG & CORD TWIST LOCK =a :21TAPSLONG =a ALL HAND SINKS TO HAVE SIDE SPLASH UARDS INSTALLED. 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CHAIRS ®PATIO GUEST SOFT CHECK MACHINE GUEST HARD 11,120 J:/13181iii/'.%% S✓%/OR'I'lii�o i10,11110c i i�� i�� iiI%l / / / / / % / �j E/�/�����������/��������/ 11 © BOTTLE TIERS • ®®..�....®�® Mal S/S WAITRESS STATION "L SHAPED Ord//�.i!:�%/ilii%:ii�irJ'i:i�:�✓�i�ii.:J�;i.%i %�i�'����������������������� %�%�.w. 0 w N NM/�/ E�%������������������������ INDICATES NOT USED ABBREVIATION LEGEND 0- OWNER SAT- ATLANTIC SATELITE GC- GENERAL CONTRACTOR SAS- CUSTOM SIGHT & SOUND ES- EQUIPMENT SUPPLIER SD- SODA DISTRIBUTER EC- ELECTRICAL SUPPLIER SMS- SEE MECHANICAL SCHEDULE NAT -NAUTICAL FURNITURE DC- DIRECT CONNECTION TO A DISCONNECT PC -PLUMBING CONTRACTOR RE: ELECTRICAL DRAWINGS CU C&P- CORD & PLUG RSM- RAM SHEET METAL REAR Enlarged Patio Seating & Bar Plan LEFT RIGHT 1 Scale 318"=1'-0" N FRONT SERVER STATION #3 - ---------- -.._ N iR • U C U:) 0 0 U g _ N M 2 0 m w U Q V�Z ZCo o-�g Z w Iry N a J U z Z N O C6 IMF t N of CMD W N Co Co Q M N c' O' z -] CU a CU • O� �D `D U O O ii a o o <` o �. ,-� O C -a w�V� w -o z U p cc iR • U C U:) 0 0 U g _ N M 2 0 m w U Q V�Z ZCo o-�g Z w Iry N a J U _CU 2) CU w 0 _a) i N E C 0- W U .2 CU U) w O O w U_ w x z Z O C6 IMF t N of CMD W NO Co Co Q W O z -] CU z O CU C/) O _ m p U �UN �. a� M c '� C -a w�V� -o z U p cc o o a N _CU 2) CU w 0 _a) i N E C 0- W U .2 CU U) w O O w U_ w x FS2 z Z 0 Cn IMF t N of CMD W NO Co Co rn of W J Q z -] J J LL z O M Q :.7 FS2 Z N C5 O z O N `D OD m p 0 q m O N Co OC u a v o U .Z � Z W N N Q W � O � W O O FS2 N C5 CD z O N `D OD p 0 q O N Co a v o U FS2 6" LCD N 15'4" 6" 3'-8" � I I ----------- -7- I ---------i -�-7- T-777-177 ---- -�-� -r- -r--- -�--�------r-I----� 6" i i 6" I I I i I I i LCD N LCD Ni 4 co I i LCD TV I I ---�-�- -�--- ------J---�-�- --L--J L ---- - - -� 164" 2'-8" ao CD O Q B 16 Cabinetry over Patio Bar Detail Scale 1/2"=1'-0" COORDINATE IN FIELD FOR ANY ADDITIONAL LATERAL BRACING REQUIRED BY SOFFIT FRAME WORK SHEATHING CONTINUOUS 1 112" SQ x 1/8"THK ALUM. TUBE FRAME WELDED CONT HORIZ BAR JOIST REFER TO STRUCTURAL DWGS 4"x4" x1/4" STEEL ANGLE WELDED TO BAR JOIST 2 EA 1/2" THRU BOLTS WITH WASHERS 11/2' " SQ GALV STEEL TUBE FRAME VERTICALS @3"7112" OC 4" METAL STUDS @ 24" O.C. BETWEEN ALUMN TUBE FRAME HORIZONTALS. PROVIDE 112" GYPSUM BOARD COVER OVER DROPPED SOFFIT. SEAL ALL JOINTS PER LOCAL DRAFTSTOPPING REQUIREMENTS CEILING HGT 11'-0" AFF 2x4'S AT 24" OC - 1/2" WOOD STRIP PLANKING ¢ " 1 112" " SQ. x 1/8" THK. ALUM. TUBE FRAME CONT HORIZ L6' 6"WELDED 6" N 112" WOOD STRIP PLANKING pp 112" WOOD STRIP PLANKING M 314" NON COMBUSTIBLE BACKING Z Cu O CL z 1 1/2" SQ TUBING BEYOND OPENING 1112" SQ. x 118" THK Cl ALUM TUBE FRAME a r REFER TO DETAIL 15 THIS SHEET VERTICALS FOR N NICHES @ 2'-0" OC U 1 1/2" SQ x 118" THK ALUM 2'-5Ya" 1 112" SQ TUBING WELDED CONT HORIZ TUBE FRAME WELDED ALUMINUM FRAME U SUN CONT HORIZ L. M 0 2'-8" 2 NOTE: CABINETRY OVER BAR BY GC, ALL WOOD STRIP 7 PLANKING BY ATLANTIC F- c Lo NOTE: CONTRACTOR TO PROVIDE APPROPRIATE ci SEPARATION OF DISSIMILAR METALS TO AVOID ELECTROLYSIS WHERE EVER DISSIMILAR METAL CONTACT OR CONNECTION OCCUR. m V-10" 14 Cabinetry over Patio Bar Section Scale 314"=1'-0" EXISTING EXTERIOR .. WALL 0 0 92 ✓� EXISTING WALL TO 31 46 95 70 VIDEO CONTROL 95 ROOM S-6 112 SS WAITRESS STATION NEW 4' HIGH DECOR WALL BY GC WINDOW @ WALL TO PATIO NOTE: ORIENTATION IS 180 DEGREES FROM FLOOR PLAN 2 New Server Station #3 Scale 1/4"=1'-0" 1 1 Patio Bar Elevation Scale 1/4"=1'-0" 7-6"2' 6" 1 T-7 BOTTLE TIER 46 95 95a CD FLUOR G DRAWER LIGHT ZD BOTTLE TIER CABT DOORS � � 7 Back Bar Section6ScaleBack Bar Elevation Yaleatio Back Bar Equipment Elevation Scale 1/4"=1'-0" 114"=1'-0" 114"=1'-0" CABINET :GISTER IER Patio Bar Equipment Elevation4 Scale 114"=1'-0" 12'-1011 6" 121-411 L- - ------ -- -- FLCD N - - - - -- - - - - - - - - - - - - - -- - - - - - -i I I I I L) % i LCD N CDN LCD N L 1 I I L 121.411 c+� q O 6 — U m u� c'' LL F83 -16A 12'-14" Ile 121.411 CEILING HGT CEILING HG1 1O'8T AFF _____-- I 106"AFF PROVIDE SIDE_LCD N FILLER AS REQ'D BELOW SOFFIT BEAM LCD N LCD LCD N - I U I > I I 1 I J 121.411 PROVIDE SIDE FILLER AS REQ'D CONCEALED STRUCTURAL STEEL COLUMN B M BELOW SOFFIT BEAM - -- @BACK BAR BEYOND O Cb CONCEALED STRUCTURAL STEEL COLUMN @ BACK BAR BEYOND AN Z_10� FS3-16A Cabinetry over Patio Bar Details & Plan 1 Scale 1/2"=1'-0" OPatio Bar Elevation Scale 114"=1'41 CEILING LINE-/ lni[FAI ZCORNER TABLE O3 O Patio BarEquipment Elevation r. 1 0 NOTE: DIMENSIONS FOR N NICHES ARE BASED ON A 40" LCDN. FABRICATOR SHALL VERIFY WITH OWNER ACTUAL N EQUIPMENT SIZES TO BE USED AT THIS STORE. 3'-8" CEILING HGT CEILING HGT 10'-6' AFF I I 10'x" AFF -- -- - - 6" I LCD N i i LCD TV LCD TV j c I I M I I I I 2'-8" O RESIN TOP 2'-0" 1 _7)/2" 4" y" 1/2"X 4 WOOD TRIM --' THREE (3) LAYERS OF 3/4" PLYWOOD (SCREWED & GLUED) 114" BLACK FRP 114" BLACK FRP 1/2" X 6" WOOD PLANKING TWO (2) LAYERS 5/8" PLYWOOD (SCREWED & GLUED) WOOD BASE 2" DIA BRASS FOOT RAIL & BRASS BRACKET BY NAT 1 � Section @Patio Bar 1 Scale 1"= 1'-0" og N o m L— PROVIDE Y" DRAIN AT S/S PORTION OF COUNTER TDP PROVIDE CLEAR FLEX DRAIN TO HUB DRAIN IN VICINITY (3) LAYERS 5/8' PLYWD " a SECURE WITH 3" TAPCONS 2-0" O.C. "' CONT CHAMFERED PT 2X4 4"X 4" CONC CURB QT COVE BASE C #4 @ 12" OC DOWELS TO EXISTING SLAB NOTE: TILE CONTRACTOR TO SEAL CONC BASE PRIOR TO INSTALLATION OF BASE FS3-15a — — — — — — — — — — — — — — — — — — - — c— -71-I77 7 17TTr777--- --- I t -CEILING LINE co N TV TV i co 1 ------------------------- UILDING COLUMN RE: FLR PLAN ' uu pIJIIIIIIIiII� uu �, 9 Patio Bar Elevation Scale 1/4"=1'-0" 4 2Patio Bar Equipment Elevation Scale 1/4"=1'-0" FS3-15c ILCDN I M 8 Patio Bar Elevation Scale 1/4"=1'-0" natio bar equipment elevation Scale 114"=1'-0" d- �� o� u N O O ��10 U a '"o �-� O O rA Cd �a � V � i •�w T U v V° Ls CL d (3 fJ7 L 0 0 C'6 0 M U _ N N CU M CU rrQnni < VOV uj V W Z z J z z 00 W N Q J U a l 4 .;.-I Cu N 8 Patio Bar Elevation Scale 1/4"=1'-0" natio bar equipment elevation Scale 114"=1'-0" d- �� o� u N O O ��10 U a '"o �-� O O rA Cd �a � V � i •�w T U v V° Ls CL d (3 fJ7 L 0 0 C'6 0 M U _ N N CU M CU rrQnni < VOV uj V W Z z J z z 00 W N Q J U n I Cu (U a cz i/) C 0 Cu L Cu m . .0 Cu CDE Q Cr W U CD U) 0 w �.0w cn a z 0 .;.-I Cu N (D pp Q o 0 Z Cu '. CL (ll coZE Cl c� CL 0 o U w U SUN L. M 0 2 7 w F- c Lo ci IL n I Cu (U a cz i/) C 0 Cu L Cu m . .0 Cu CDE Q Cr W U CD U) 0 w �.0w cn FS3 z z O U) N m pp In 0 rn o cc) Z _1 Q '. w tl ca coZE c� FS3 N z r z N 0 15 cc) D LU N w o L) (D coZE CL o o U w m CO �= Z z Lu w W N N w r W W O O FS3 N r z N 15 cc) D LU N w o L) (D CL o o U FS3 CONDITIONS: 8. SPLICED WIRE REINFORCEMENT SHALL BE LAPPED AT LEAST 6" AND CONTAIN AT STRUCTURAL ST N GENERAL C " EEL: LEAST ONE CROSS .WIRE OF EACH PIECE OF REINFORCEMENT WITHIN .THE 6 LAP. I. THE FOLLOWING NOTES SHALL APPLY TO ALL STRUCTURAL DRAWINGS. USE STANDARD 'T' AND 'L' SHAPED PIECES AT INTERS ECTIONS AND CORNERS. 1. CONFORM TO AISC MANUAL OF STEEL CONSTRU O 2. ALL DESIGN AND CONSTRUCTION SHALL BE BASED ON AND IN ACCORDANCE WITH THE NASD = 110 MPH, EXP. C 1 = 1.0 • RISK CATEGORY II, Cpi _ +/- 0.18 CTION, 13TH EDITION. 2. MATERIALS: 20 FLORIDA BUILDING CODE 2010 EDITION. 9. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICALS. DOWELS SHALL BE ASTM A 992, FY=50 KSI IN GEN GENERAL. 3. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ASTM A 500, GRADE B. FY=46 KSI FOR STRUCTURAL TUBING. 1. MISCELLANEOUS STEEL NOTIFY THE ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. FOR DIMENSIONS NOT ADJACE NT CELL TO THE VERTICAL WALL REINFORCEMENT. ASTM A = 501 FY 36 KSI FOR PIPES. ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN SHOWN ON THE STRUCTURAL DRAWINGS, SEE THE ARCHITECTURAL DRAWINGS. +10.8/-44.2 ASTM A 325, TYPE I, FOR HIGH STRENGTH BOLTS. +9.2/-33.3 +8.5/-28.6 10. PROVIDE PRECAST CONCRETE UNTELS OVER ALL 'OPENINGS UNLESS NOTED ASTM A 307, GRADE A, 'ANCHOR BOLTS. 4. IF MATERIAL QUANTIITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR OTHERWISE ON DRAWINGS. UNTELS SHALL BE OF SUFFICIENT SIZE AND ASTM A 36, FY=36 KSI FOR PLATES, BARS, RODS, AND ANGLES. +10.8/-66.6 SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE BETTER QUALITY REINFORCEMENT FOR THE GIVEN SPANS AND LOADING CONDITIONS. SUBMIT SHOP ASTM A 563, HEAVY HEX NUTS. END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT AND/OR QUANTITY, STRENGTH OR NOTED SHALL BE PROVIDED. DRAWINGS WITH RATED LOAD CAPACITIES TO THE ARCHITECT FOR REVIEW. ASTM A 436, HARDENED STEEL WASHERS. 5. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ERECTION THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A 3. THE DESIGN OF CONNECTIONS FOR ANY PORTION OF THE STRUCTURE B. SLAB -ON -GRADE 3000 PSI PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS FOUNDATION: ,NOT INDICATED ON THE DRAWINGS SHALL L BE DESIGNED BY THE 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: FABRICATOR AS FOLLOWS: I. EXISTING MAIN ROOF: 20 PSF ADDITION OF TEMPORARY WHATEVER BRACING, GUYS, TIE -DOWNS OR SHORING MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF 1• FOUNDATION DESIGN 1S BASED ON AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, TO BE CONFIRMED BY A LICENSED A. STANDARD CONNECTIONS ONS SHALL BE USED WHERE POSSIBLE. THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. GEOTECHNICAL ENGINEER. B. ALL SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH 6. IT SHALL BE THE SOLE RESPONSIBILY OF THE CONTRACTOR FOR INITIATING, 2. THE SITE SHALL BE PREPARED UNIFORM IN ACCORDANCE WITH BOLTED. FIELD CONNECTIONS SHALL BE HIGH STRENGTH BOLTED LONGER THAN STUD INSIDE SPACING. CUP FLANGES OF TRACK 4" FROM EACH END. MAINTAINING AND SUPERVISING ALL SAFETY PROCEDURES .THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION CIVIL DRAWINGS, SPECIFICATIONS, SOILS REPORT .AND THE ALLOWABLE BEARING PRESSURE. WHERE POSSIBLE. a OR FOR RELATED SAFETY PROCEDURES. o C. UNLESS NOTED, BOLTS SHALL, BE 3/4" DIAMETER ASTM A-325 TYPE 7. THE STRUCTURAL DRAWINGS ARE ONE DISCIPLINE OF THE CONTRACT DOCUMENTS 3. ALL EXCAVATIONS AND BUILDING PADS SHALL BE INSPECTED BY A QUALIFIEDGEOTECHNICAL ENGINEE N BEARING CONNECTIONS.UG TIGHT." " BOLTS SHALL BE . ' SN ROOF WIND UPLIFT PRESSURES (PSF) EFFECTIVE WIND AREA ROOF ZONES NASD = 110 MPH, EXP. C 1 = 1.0 • RISK CATEGORY II, Cpi _ +/- 0.18 10 20 50 100 1 +10.8/-26.4 +10.0/-25.7 +9.2/-24.8 +8.5/-24.1 1. MISCELLANEOUS STEEL AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND 2. LADDERS ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN 2 +10.8/-44.2 +10.0/-39.4 +9.2/-33.3 +8.5/-28.6 CONCRETE: STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL 4. CLADDING SYSTEMS LL BE GALVANIZED. 3 +10.8/-66.6 +10.0/-55.1 +9.2/-40.1 +8.5/-28.6 END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE 10. CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR 1. EXISTING MAIN ROOF: 47 PSF 00 v U a g `O \O • a C> C) vs R TO VERIFY THE DESIGN D. PROVIDE THE MINIMUM NUMBER OF BOLTS REQUIRED TO DEVELOP 1. EDGE DISTANCE A _ 3.0 FEET A A AND DO NOT BY THEMSELVES CONTAIN ALL THE INFORMATION ASSUMPTIONS AND REPORT ADVERSE CONDITIONS. THE BEAM SHEAR "V" NOTED ON THE CONTRACT DRAWINGS. IF THE ' REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE BEAM SHEAR IS GJ NOT NOTED, THE CONNECTIONS SHALL DEVELOP THE GENERAL CONTRACTOR SHALL REFER TO THE ARCHITECTURAL, 4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE. r.., BEAM SHEAR V = W/2 WHERE W IS THE TOTAL ALLOWABLE BEAM MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS AND COORDINATE THE WITH INSTRUCTIONS OF A QUALIFIED GEOTECHNICAL ENGINEER UNIFORM LOAD BASED ON LATERALLY SU 3 2 3 PPORTED SIMPLE SPAN J C� INFORMATION INDICATED IN THESE 'CONSTRUCTION .DOCUMENTS WITH THE. STRUCTURAL TO MAINTAIN DESIGN BEARING PRESSURE. TS PER TABLES LOCATED IN THE AISC MANUAL OF STEEL • DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. MOMENTS I w CONSTRUCTION, 9th EDITION, BEAMS, PAGES 2-36 THRU 2-140. c` 5. FOOTING ELEVATIONS GIVEN ARE FOR THE PURPOSE OF DESIGN.v 8. ALL DETAILS, SECTIONS AND NOTES INDICATED ON THE CONSTRUCTION DOCUMENTS ARE SOIL BELOW FOOTING NOT MEETING DESIGN BEARING PRESSURE ol ,� 4. MEMBERS SUPPORTING DECK AT THE PERIMETER OF THE BUILDING I OO 12 U INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS SHALL BE EXCAVATED TO A DEPTH OF VERIFIABLE DESIGN SHALL' BE CONTINUOUS OTHERWISE SHOWN. 0 S EXCEPT AT EXPANSION JOINT. BUTT WELD PRESSURE AND BACKFILLED PER SOIL REPORT RECOMMENDATIONS CONTINUOUS MEMBERS PLACED END TO END. 9. SPECIALTY ENGINEERED PRODUCTS TO LEVEL OF FOUNDATION BEARING. THIS SHALL BE APPROVED - - BY A QUALIFIED GEOTECHNICAL ENGINEER. 5. STRUCTURAL STEEL SHALL RECEIVE ONE SHOP COAT OF RUSTU 3 a A. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE' THE .PROPER SUBMISSION 6. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND INHIBITIVE PRIMER UNLESS THE STEEL IS TO RECEIVE SPRAY ON CEMENTITUOUS FIREPROOFING. SEE ARCHITECTURAL OF SHOP DRAWINGS FOR SPECIALTY ENGINEERED .PRODUCTS WHICH SHALL BE SIGNED AND DIMENSIONS INDICATED.- TAKE EVERY PRECAUTION TO GUARD AGAINST DRAWINGS. SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE WHERE THE PROJECT IS ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, ALL EXPOSED STEEL SHALL BE HOT DIPPED GALVANIZED OR COATED WITH PLAN LOCATED, CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED PIPING, ETC. CORROSION INHIBITED PAINT. SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED ALL SPECIALTY ENGINEERED ponnH"To 6. STEEL COLUMNS AND BASE PLATES SHALL HAVE MINIMUM 3" BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT 7. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUNDATION OR STRUCTURES. COVER PROTECTION. CONCRETE AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR 20 50 LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL 8. BACKFILL AGAINST WALLS SHALL BE PLACED EVENLY EACH SIDE UNLESS SHORING +26.4/-28.6 BE, BUT ARE NOT LIMITED TO, THE FOLLOWING: IS PROVIDED BY THE CONTRACTOR. SHORING SHALL BE THE SOLE RESPONSIBILTY OF THE CONTRACTOR COLD FORMED METAL FRAMING (METAL STUDS AND JOISTS): 1. MISCELLANEOUS STEEL AND SHALL REMAIN IN PLACE UNTIL STRUCTURAL "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND 2. LADDERS ELEMENT BRACING THE WALL ARE IN PLACE AND HAVE REACHED FULL DESIGN 1. DESIGN, FABRICATIONS AND ERECTION SHALL CONFORM TO AISI +26.4/-35.2 STRENGTH. "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STEEL 3. HANDRAILS CONCRETE: STRUCTURAL MEMBERS", LATEST EDITION. ALL METAL STUDS SHALL 4. CLADDING SYSTEMS LL BE GALVANIZED. 10. DESIGN LOAD: 1. CONCRETE MEMBERS TO HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS 2• ALL 43 MIL (18 GAUGE) AND 33 MIL (20 GAUGE) STUDS, JOISTS, TRACK, BRIDGING A. DEAD LOAD: AT 28 DAYS: END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE 10. CORRESPONDS TO THE REQUIREMENTS OF AISI "SPECIFICATION FOR 1. EXISTING MAIN ROOF: 47 PSF A. FOUNDATIONS 3000 PSI THE DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS" WITH A 2. NEW AWNING: 20 PSF B. SLAB -ON -GRADE 3000 PSI MINIMUM' YIELD OF 33,000 PSI (U.N.O.). OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" C. BEAMS 4000 PSI ALL OTHER CONCRETE TO BE 4000 PSI UNLESS NOTED OTHERWISE. 3. ALL MATERIAL AND ACCESSORIES SHALL BE FORMED FROM STEEL B. LIVE LOAD: 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: HAVING A G-60 GALVANIZED COATING, MEETING ASTM A 653. I. EXISTING MAIN ROOF: 20 PSF UNLESS NOTED OTHERWISE ON THE DRAWINGS. 4. UNLESS NOTED ALL SCREWS OR PINS SHALL BE NON C COMPONENT AND CLADDING WIND PRESSURES EFFECTIVE WIND AREA WALL ZONES VASA = 110 MPH, EXP. C, 1 = 1.0 RISK CATEGORY 11, Cpi _ +/- 0.18 10 20 50 100 4 +26.4/-28.6 +25.2/-27.3 +23.6/-25.8 +22.4/-24.7 ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF h * �+ p; V ` (D Q "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND 0:1 �\ =Oz 0. t'- �J1. 5 +26.4/-35.2 +25.2/-32.9 +23.6/-29.8 +22.4/-27.3 U. ' LL ORROSIVE 10. 1. EDGE DISTANCE A 3.0 FEET 0 2. NEW AWNING: 20 PSF A. CONCRETE SLUMP SHALL BE 4 INCHES PLUS OR MINUS 1".' 8-18 (D=.1250) OR LARGER (DO NOT USE STAINLESS STEEL OR COPPER COATED FASTENERS). A A V 3. NEW SLAB ON GRADE: 20 PSF B. CONCRETE SHALL HAVE 2 TO 4 PERCENT AIR ENTRAINMENT. 5. UNLESS UNLESS NOTED, TRACKS SHALL BE SAME DEPTH AS STUDS OR JOISTS C. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RAT10 OF 0.54. AND EQUAL OR THICKER GAUGE THAN STUDS OR JOISTS. TRACKS C. DESIGN WIND LOAD: SHALL BE CONNECTED TO SUPPORTS AT 16" MAX. STUDS OR JOISTS ( I 0 5 I ® 15 1. ULTIMATE DESIGN WIND SPEED (3 SECOND GUST), VuLT = 140 MPH. 3. CONCRETE MIX SHALL BE IN ACCORDANCE. WITH THE LATEST EDITION OF ACI 301 SHALL BE CONNECTED TO TRACKS AT EACH SIDE. ch CHAPTER 3, METHOD 1 OR METHOD 3. CONTRACTOR SHALL SUBMIT BACKUP DATA PER U clq NOMINAL DESIGN WIND SPEED (3 SECOND GUST), Vaso = 110 MPH. 6. THE QUANTITY OF STUDS AND JOISTS DISPLACED OR CUT FOR OPENING c� CHAPTER 5 SECTION 5.3 OF ACI 318 LATEST EDITION. -� m 2. WIND IMPORTANCE FACTOR, I = 1.0 SHALL BE PLACED HALF ON EACH SIDE OF OPENING PER METAL STUD cCN h 3. RISK CATEGORY. II HEADER SCHEDULE ON TYPICAL DETAIL SHEET. ELEVATION - i 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL 0 4. WIND EXPOSURE CATEGORY: C CONFORMING TO ASTM A-615 GRADE 60. SUBMIT ALL REINFORCING STEEL - 5. COMPONENTS AND CLADDING WIND PRESSURE: SUBMIT ALL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY. FABRICATION. WOOD CONSTRUCTION: SEE WIND LOAD SCHEDULE THIS SHT. 6. INTERNAL PRESSURE COEFFICIENTS +/- 0.18 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY o w. . . . 1. WOOD FRAMING MEMBERS SHALL BE SOUTHERN PINE N0 2 (UNO) WITH. ALLOWABLE DESIGN STRESSES ACI SPECIFICATIONS. w U IN ACCORDANCE WITH NDS (LATEST EDITION). }}.. 11. SHOP DRAWINGS: 6. WELDED WIRE FABRIC SHALL CONFORM WITH ASTM A 185. WELDED WIRE FABRIC a U w z Z J A. THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP SHALL BE LAPPED AT LEAST 12 INCHES UNLESS NOTED OTHERWISE. 2. WOOD MEMBERS DESIGNED AS DRY -USE. MOISTURE CONTENT SHALL BE 19% OR LESS co STORE WOOD FRAMING ABOVE GROUND AND UNDER TARPS WITH PROPER AIR CIRCULATION. 00 N ~ DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT FOR 7. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED J Q REVIEW. REPRODUCTION OF CONTRACT DRAWINGS FOR SHOP DRAWINGS ON DRAWINGS. 0 WILL NOT BE PERMITTED. 3. ALL WOOD IN CONTACT NTH CONCRETE, MASONRY, OR OUTSIDE OF BUILDING SHALL BE TREATED IN ACCORDANCE B. REVIEW OFSHOP. DRAWINGS BY THE ARCHITECT/ENGINEER DOES 8. PROVIDE - ACI STANDARD HOOKS UNLESS NOTED OTHERWISE ON DRAWINGS. WITH AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA) SP ACO MINIMUM RETENTION = 0.40 PCF. 5`Vp w rr __,,c� s, y" Z r ''.;•'� mC7i. NOT RELIEVE THE CONTRACTOR OF .THE SOLE RESPONSIBILITY FOR 9. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 LATEST EDITION 4. ALL WOOD FASTENERS SHALL BE EITHER STAINLESS STEEL OR HOT DIPPED GALVANIZED.. `� w w W 0 ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF h * �+ p; V ` (D Q "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES", AND 0:1 �\ =Oz 0. t'- �J1. r `ry THOSE SHOP DRAWINGS. ' x ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS." U. ' LL 1-1/2"x`16 GAUGE ' d U C. SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE 10. ALL CONCRETE DETAILS SHALL CONFORM TO ACI 315 LATEST EDITION "MANUAL COLD ROLLED CHANNEL z 2 FABRICATOR SHALL BE STAMPED BY A PROFESSIONAL ENGINEER OF OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" co MIN. 18 GA RUNNER TRACK SOLID BLOCKING H RECORD IN THE STATE OF THE PROJECT LOCATION BEFORE SUBMITTING UNLESS NOTED OTHERWISE ON THE DRAWINGS. AT 4'-0" O.C. MAX. ® 10'-O"o.c. MAX. MAKE RUNNER TRACK 8" BRIDGING RECOMM RECOMMENDATIONS a ECT/ INGIN ME THESE DRAWINGS SHALL BE FOR REVIEW BY THE B SITE AVAILABLE AT THE JOB SITE DURING TIMES OF OBSERVATIONS. 11. CONTRACTOR SHALL REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LONGER THAN STUD INSIDE SPACING. CUP FLANGES OF TRACK 4" FROM EACH END. SPANS ROWS REQUIRED VERTICALLY a o LOCATIONS AND SIZES OF SLEEVES, OPENINGS, EMBEDDED ITEMS, SLAB RECESSES, SLOPES, ECT. THESE BEND TRACK AT CUPPED FLANGES. UP TO 14' ONE ROW ® MID -SPAN .� 12. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED: x .c ITEMS SHALL BE COORDINATED WITH OTHER TRADES AND INSTALLED PRIOR TO CONCRETE PLACEMENT. BLOCKING NOTE: A. CONCRETE MIX DESIGNS 12. CONTRACTOR SHALL VERIFY ANCHOR BOLT SIZES AND LOCATIONS PRIOR TO CONCRETE 2"x2"x16 GAUGE, 1-1/4" x 20 GA. STRAPPING, PLACE SOLID BLOCKING AT TWO JOIST SPACES EACH END OF FLOOR SYSTEM, PLACEMENT. SCREW ATTACH TO EVERY ADJACENT TO ALL OPENINGS, AND AT B. CONCRETE REINFORCING STEEL AND WELDED VIRE FABRICSTUD 13. BAR LENGTHS PROVIDED ON DRAWINGS DO NOT INCLUDE HOOK LENGTH. HOOKS SHALL BE FLANGE, BOTH SIDES JOIST BRIDGING AT 10'-0"o.c. MAX. C. STRUCTURAL STEEL THAN STUD WIDTH. PROVIDED AT `TOP BARS AT BEAM ENDS AND SLAB EDGES. w/(1)#10-16 SCREW. (STRAPPING TO START & STRAP NOTE: D. CONCRETE MASONRY UNIT SUBMITTALS AND OTHER MASONRY ACCESSORIES 14. CONTRACTOR SHALL PROVIDE CHAIRS, BOLSTERS, SPACERS, ECT. AS REQUIRED TO SECURELY END ON SOLID BLOCKING) TOP STRAP NOT REQ'D. IF CONTINUOUSLY SCREWS.' CLIP ANGLE TO SUPPORT REINFORCEMENT. SUPPORT ITEMS ON EXPOSED CONCRETE SHALL BE PLASTIC 0 ATTACHED RIGID SHEATHING IS USED. E. COLD FORMED METAL FRAMING SUPPORT REINFORCEMENT. TIPPED OR STAINLESS STEEL. IN HIGHLY CORROSIVE M M TYP. LATERAL BRACING SPLICE USE: TEMPORARY BRACING OF TOP FLANGE DURING CONSTRUCTION ENVIRONMENTS, SUPPORT ITEM SHALL BE PLASTIC. cnC) @ a F. PRE-ENGINEERED METAL AWNING SCREWS ON EACH SIDE OF SPLICE. QW W WALL STUD MAY BE REQ D. a 15. THE CONTRACTOR SHALL SEAL ALL HAIRLINE CRACKING IN CONCRETE SLAB ON GRADE WITH �a S A CRACK SUPPRESSION KIT SUCH AS LATICRETE OR APPROVED EQUAL. SCREW ATTACH BOTH PARTS N N OF CUT FLANGE TO STUD Ix MASONRY WALL CONSTRUCTION: 16. A COPY OF THE `"FIELD REFERENCE MANUAL" ACI SP -15 LATEST EDITION ON EACH SIDE WITH SHALL BE KEPT BY THE CONTRACTOR ON SITE. (2)#10-16 SCREW. 1. HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N. TYPE 2. 17. ONE COPY OF ALL THE CONCRETE TEST RESULTS SHALL BE SUBMITTED BY THE CONFORMING TO ASTM C90, WITH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 TESTING AGENCY DIRECTLY TO THE ENGINEER OF RECORD. PSI (fm = 1500 PSI). 2. MORTAR SHALL BE TYPE M OR S. CONFORMING TO ASTM C270. AT BLOCKING OR SPLICE 3. COARSE GROUT SHALL CONFORM TO ASTM C476 WITH A MAX. AGGREGATE SIZE OF 3/8" AND A MINIMUM USE (6)#10-16 SCREW ON EACH SIDE OF BLOCKING. FLOOR JOISTS e COMPRESSIVE STRENGTH OF 3,000 PSL SEE PLAN 4. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS FILL ALL CELLS y CONTAINING REINFORCING WITH COARSE GROUT. TYPICAL JOIST BRIDGING E 5. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 8'-0". REINFORCEMENT SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL (TYPICAL) UNLESS OTHERWISE NOTED SEE TYP 0 0 _z co L J w ICAL w u=i GROUTING DETAILS FOR ADDITIONAL INFORMATION N REIN WHERE `BRACING TERMINATES '` 6. FORCING STEEL SHALL BE LAPPED MINIMUM 48 BAR DIAMETERS. AT BUILT-UP JAMB OR < fr /ii, = w POST, ,�` EXTEND CHANNEL INTO PUNCH -OUT. `� 7. HORIZONTAL WALL REINFORCING SHALL BE STANDARD LADDER TYPE DUR-O-WAL 5`Vp w rr __,,c� s, y" Z r ''.;•'� mC7i. r USE 2"x2"x16 GAUGE CLIP ANGLE (9 GA.) HOT DIPPED GALVANIZED AT 16" O.C. (VERTICALLY) UNLESS SHOWN ,, '•� 1-1 4" LESS THAN OTHERWISE ON THE DRAWINGS. / STUD WIDTH. tv `� w w W 0 ATTACH USING (4)#10-16 SCREWS. ` , h * �+ p; V ` (D Q 0:1 �\ =Oz 0. t'- �J1. r `ry J 0 Co LL J w ' x U. ' ��rlrle�tt�� _ �- 1-1/2"x`16 GAUGE ' t ' i HIGGENBOTHAM 0 Z ' x 1-1/2"x`16 GAUGE ' d U N o COLD ROLLED CHANNEL z 2 co m cv AT 4'-0" O.C. MAX. a � a EW-• W VERTICALLY a o o x .c zIxF_ 2"x2"x16 GAUGE, � CLIP ANGLE 1/4" LESS THAN STUD WIDTH. ATTACH USING (4)#10-16 SCREWS.' CLIP ANGLE TO y 0 BE PLACED AT EACH STUD, M M TYP. LATERAL BRACING SPLICE USE: (1)12" LONG CRC INVERTED OVER cnC) CD CENTER OF SPLICE w/(3)#10-16 SCREWS ON EACH SIDE OF SPLICE. QW W WALL STUD a a TYPICAL LT. GAUGE LATERAL BRACING W S t ' i HIGGENBOTHAM 0 Z Qb U N o p LuLLJ 2 co m cv o � a EW-• W a o o 0 zIxF_ a 4 0 M M cnC) CD QW W Nf 04 W N N Ix t ' i HIGGENBOTHAM Z Qb U N o p LuLLJ 2 co _ cv o O EW-• W a o o 0 -__.._..._..__........_.__..__._....................... .. _..._..... ._....... _............. _ ._. _._...__.._......................_..............___-I i 1 , ...... -._.....«_...._........._._.._............._.._.__A y __ ._............. .-..._.._._._.__. .. ..... ... .. . ........... . ...... ....................... ........ - - ------------ -r122= L ----- -I N I--- I , i _.._ � I 1 0 �j S302 S 4 2 NOTE 9 I I i Z a IC.J4- . Ujzm ,t d Ili MASONRY WALL SCHEDULE MARK THICKNESS REINFORCEMENT MW -1 8" CMU #5 AT 48" O.C. ... 1 __ SC -2 'U') to NOTE 9 I ( o w �! J z z f I i C.I z Y ` i II I wD °°o00 ZCAma I o j F N 4 A CONIC. CURB, I � w \'--NEW SEE ARCH FOR LOCATION I AND EXTENTS1. SEE SECTION I 1 I w --- FOR REIF. 1 0 s'-6" I N IT i Q xl II w STEEL COLUMN SCHEDULE MARK SIZE BASE T A.B. SC -1 HSS 5x5x1/4 ... 1 __ SC -2 HSS 5x5x1/4 12x12x3/4 I SC -3 1 EMB. PLATE SEE 4/301 N o 0 �. N � U Q�V{N � M iv C,015:2 L w s3o2 C.Jj 13o cS- F- c GLoU MASONRY WALL NOTES: _..:..:_:...::....................................:i m ........................._...................................:...:::::........::..::...................:: ......._.._............_.......__...._.._.........._..........._........._._....... .......................:........................_..........................................._..................... { w m D S I z� 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED ' o ( M w LATERAL REINFORCING ® 16" O.C. HORIZ. EXTEND REINFORCING z LU z 6 INTO POURED ELEMENTS AND AROUND ENCASED STEEL a 7'-4" 20'-11"X 200 2. ADJACENT TO ANY EXTERIOR WALL OPENING, PRVOVIDE 8" X 16" 4 4 LU GROUTED C.M.U. PIER W/ (1) #5 EA. CELL, FULL HEIGHT. All- 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH WNI J r O CD O W N N 3000FULLY PSI GROUT MIX. I. I NOTE 9I II S302 4" I i N o W z Z 'U') to NOTE 9 I ( o w �! J z z f I i C.I z Y ` i II I wD °°o00 ZCAma I o j F N 4 A CONIC. CURB, I � w \'--NEW SEE ARCH FOR LOCATION I AND EXTENTS1. SEE SECTION I 1 I w --- FOR REIF. 1 0 s'-6" I N IT i Q xl II w STEEL COLUMN SCHEDULE MARK SIZE BASE T A.B. SC -1 HSS 5x5x1/4 12x12x3/4 (4) 3/4"0 F1554 GRADE 36 SC -2 HSS 5x5x1/4 12x12x3/4 SEE 5/301 SC -3 HSS 4x4x1 /4 EMB. PLATE SEE 4/301 FOOTING SCHEDULE MARK SIZE REINFORCING F35 3'-6" X 3'-6" X 12" (3) #5 E.W. , TOP & BOTTOM F50 5'-0" X W-0" X 12" #5 AT 12" O.C. TOP TRANSV. TO EXIST. AND #5 AT 12" O.C. E.W. BOTTOM 0 C.J z z a I Z Y I � c:< ( aNEW 8" C.M.U. INFILL, w ooOAT EXIST. WINDOW, 1 v SEE 7/S401.._ ......... ......, �.1 C.J ' I m Z i r... _ I �, ' _ 3. X W / \ REAR EXISTING 8" C.M.U. WALL » NOTE 9 SC 2 NEW 8 C.M.U. INFILL, I, ON 32 WIDE X 12 THICK I (5jF5 1) N AT EXIST. WINDOW, , X CONT. CONC. FTG. --- I I I l Foundation Plan LEFT RIGHT SEE 7/S401 f r 11;11... �: �io I oScale3/16"=1'-0" -------------------- ------------------- -�--I - _ - FRONT TE TE µ.. s C7 L 0 V C2 0 M V c� 2 Chow (Dwm } U w U > F - z CL J Q Z 00 J w �NQ M U 0 Ca w �- 0 w U w x MW -1 M -1 ' ' :> J I V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�-- - ------ --- „--- » » ----------- - ------ " I FOUNDATION NOTES, 89 -8 4 -0 4 -0 17 -4 14 -8 I 2 -0 1 ..---- EXIST. 8" C.M.U. �11ttiII1/! < Uj S3o1 I NEW OPENING NEW OPENING I _ WALL ON 32"WIDE 1.) SEE ARCH FOR DIMENSIONS NOT SHOWN. �����` ?3����%i ¢ w w I NEW DBL. STEEL CHANNEL ABOVE NEW DBL. STEEL CHANNEL ABOVE � �.. ~ � � x X 12" THICK � ��� �� ���' �✓���/'i � z C 2. SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. `� '' i m c7 EXIST C.M.U. PIER EL. 0 -0 ti v Ci I i I X CONT CONC. ).'� �,� r z z co I T NEW SLAB 2 I o FTG. d r p �,, w w AND CONIC. FTG. - _ _ 3. SEE ARCH AND MECH FOR SLOPES AND RECESSES. + , _ (D -j Lo SC -1 ) w _ r - - SCZ1 SC 1 S301 SC -1 _ F35 F35 F35 I 35 _ ,_ , o' - C7 z W -- -- -- '"' j 4.) TOP OF NEW SLAB 0'-0", MATCH EXISTING. 0'-0": IS FOR REFERENCE ONLY. O Z r (7/S301) (7/S301 (7/S301) - SEE CIVIL FOR NGVD ELEVATION. „ - (n U- ......... N o ❑ _.-Uj w ..... ..............._..... - _ . _.. .._ -.... - (�; , A 5.) FXX. DENOTES NEW CONCRETE FOOTING, SEE SCHEDULE THIS SHEET. T/EXIST. ;,'�U �'� �` O o ❑ ❑ - - - - --i I I i{ FOOTING = -1'4" ELOW EXISTING SLAB PER AS -GUILTS, FIELD VERIFY. T/NEW �= L__J L_ aT.E. T.E. T.E. FOOTINGS = -l'-4" MIN. BELOW SLAB, TYP. 1-8" .-1T-1'1T-0- 6.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAILS ON SHT S301. .......................................... . ...... r_ .... ,...._..._.. - _ -_ _ _ -- .. _._......_._.__...... _....... _.-...... _._..... _..... ..... ......... .._....__.............. _. ;.................__... _..... _...,_....._:.-------..._..--- - - - - ...__—..__.._-... _.... ... � _ __._ , .._....,.._._ - ----- ..__.._ _ _. - W __.µ.........._......_......... _ ...... _..._. _ .... - : I 7.) DENOTES NEW METAL STUD FRAMING. SEE SECTIONS FOR STUD SIZE, S301 S301 I I l ........_...... _.- __. _. �._.._._.-._ . r._.....___.._....__.__________ _...._._...._, { AGE, SPACING, .AND SHEATHING. - - C; G 8. T.E. DENOTES NEW THICKENED EDGE, SEE SECTIONS. C5 [GRADE EW PATIO 4" CONC SLAB ON PER NOTE 9. i 1 I ; `� 9.) WHERE REQUIRED, NEW SLAB SHALL BE 4" CONIC. SLAB ON GRADE (F c-- 3000 PSI) � it 1 I{ 4 5 6 I ON 10 MIL VAPOR BARRIER ON PREPARED SUBGRADE PER GEOTECHNICAL ENGINEER'S 0 01 Z Q 0 ^^CI 1.. - N 0 U N � U Q�V{N � M C,015:2 L w iV� 3� zLLI Uj cS- F- c GLoU a 0 Ca w �- 0 w U w x MW -1 M -1 ' ' :> J I V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�-- - ------ --- „--- » » ----------- - ------ " I FOUNDATION NOTES, 89 -8 4 -0 4 -0 17 -4 14 -8 I 2 -0 1 ..---- EXIST. 8" C.M.U. �11ttiII1/! < Uj S3o1 I NEW OPENING NEW OPENING I _ WALL ON 32"WIDE 1.) SEE ARCH FOR DIMENSIONS NOT SHOWN. �����` ?3����%i ¢ w w I NEW DBL. STEEL CHANNEL ABOVE NEW DBL. STEEL CHANNEL ABOVE � �.. ~ � � x X 12" THICK � ��� �� ���' �✓���/'i � z C 2. SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. `� '' i m c7 EXIST C.M.U. PIER EL. 0 -0 ti v Ci I i I X CONT CONC. ).'� �,� r z z co I T NEW SLAB 2 I o FTG. d r p �,, w w AND CONIC. FTG. - _ _ 3. SEE ARCH AND MECH FOR SLOPES AND RECESSES. + , _ (D -j Lo SC -1 ) w _ r - - SCZ1 SC 1 S301 SC -1 _ F35 F35 F35 I 35 _ ,_ , o' - C7 z W -- -- -- '"' j 4.) TOP OF NEW SLAB 0'-0", MATCH EXISTING. 0'-0": IS FOR REFERENCE ONLY. O Z r (7/S301) (7/S301 (7/S301) - SEE CIVIL FOR NGVD ELEVATION. „ - (n U- ......... N o ❑ _.-Uj w ..... ..............._..... - _ . _.. .._ -.... - (�; , A 5.) FXX. DENOTES NEW CONCRETE FOOTING, SEE SCHEDULE THIS SHEET. T/EXIST. ;,'�U �'� �` O o ❑ ❑ - - - - --i I I i{ FOOTING = -1'4" ELOW EXISTING SLAB PER AS -GUILTS, FIELD VERIFY. T/NEW �= L__J L_ aT.E. T.E. T.E. FOOTINGS = -l'-4" MIN. BELOW SLAB, TYP. 1-8" .-1T-1'1T-0- 6.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAILS ON SHT S301. .......................................... . ...... r_ .... ,...._..._.. - _ -_ _ _ -- .. _._......_._.__...... _....... _.-...... _._..... _..... ..... ......... .._....__.............. _. ;.................__... _..... _...,_....._:.-------..._..--- - - - - ...__—..__.._-... _.... ... � _ __._ , .._....,.._._ - ----- ..__.._ _ _. - W __.µ.........._......_......... _ ...... _..._. _ .... - : I 7.) DENOTES NEW METAL STUD FRAMING. SEE SECTIONS FOR STUD SIZE, S301 S301 I I l ........_...... _.- __. _. �._.._._.-._ . r._.....___.._....__.__________ _...._._...._, { AGE, SPACING, .AND SHEATHING. - - C; G 8. T.E. DENOTES NEW THICKENED EDGE, SEE SECTIONS. C5 [GRADE EW PATIO 4" CONC SLAB ON PER NOTE 9. i 1 I ; `� 9.) WHERE REQUIRED, NEW SLAB SHALL BE 4" CONIC. SLAB ON GRADE (F c-- 3000 PSI) � it 1 I{ 4 5 6 I ON 10 MIL VAPOR BARRIER ON PREPARED SUBGRADE PER GEOTECHNICAL ENGINEER'S N Z 0 U N m 0 m Uj N o j;" m O L w m D S M z LU a 4 4 LU NI WNI J r O CD O W N N N Z U N m 0 Uj N o O L w S SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. THE GENERAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A SHORING SPECIALTY ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS FOR REVIEW. MARK U N REINFORCING STIRRUPS BOTT M t � SPACING - s— LL r1 OHO N (2)#5 � S #3 AT 6" O.C. �Qw C14 PT w p64 ' z�JZ F- ❑— CoLL w J N Q CL U > m SHORING NOTE: THE GENERAL CONTRACTOR SHALL PROVIDE SHORING FOR EXISTING ROOF FRAMING MEMBERS AND C.M.U. WALLS PRIOR TO REMOVAL OF EXISTING SUPPORTS. SHORING SHALL REMAIN IN PLACE UNTIL ALL NEW STRUCTURAL SUPPORTS ARE INSTALLED. THE GENERAL CONTRACTOR SHALL ENGAGE THE SERVICES OF A SHORING SPECIALTY ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS FOR REVIEW. 1 BEAM SCHEDULE MARK U N REINFORCING STIRRUPS BOTT M Cu TIES SPACING - s— LL r1 (2)#5 (2)#5 � S #3 AT 6" O.C. �Qw w ' z�JZ F- ❑— CoLL w J N Q CL U 1 BEAM SCHEDULE MARK SIZE BxH (inches) REINFORCING STIRRUPS BOTT TOP INT TIES SPACING CB -1 8 X 16 (2)#5 (2)#5 — #3 AT 6" O.C. W b d i 0 r o, REAR Existing Roof Framing and New Awning and Ceiling Framing Plan LEFT N RIGHT Scale 3/16"=1'-0" FRONT 9 s FRAMING NOTES: •rf♦ U Cu Q O Z Cu i •E Cu L U - 4— O NNO 0. Cm Z x W a 1.) NEW PRE—ENGINEERED METAL AWNING BY SUPPLIER. NEW AWNING SHALL BE DESIGNED FOR DEAD, LIVE, ¢ w AND WIND LOADS AS SHOWN ON S001. ADDITIONALLY, AWNING FRAMING MEMBERS SHALL BE DESIGNED FOR ��' ''•��y''�, o z AXIAL FORCE (TENSION OR COMPRESSION) DUE TO 100#/LF OF OUT OF PLANE WIND LOAD, APPLIED ALONG %;' �- ;` �z z n v ti o v a z z Co THE LENGTH OF THE NEW SUPPORTING STEEL BEAMS. CONNECTION OF AWNING MEMBERS TO C.M.U. AND d �� � � =� J STRUCTURAL STEEL BEAMS SHALL BE BY SUPPLIER. PROVIDE SIGNED AND SEALED AWNING SHOP DRAWINGS AND CALCULATIONS FOR REVIEW. WHERE REQUIRED, THE AWNING SUPPLIER AND G.C. SHALL PROVIDE 4' Oft z ADEQUATE TREATMENT OR SEPARATION TO ALUMINUM AND STEEL MEMBERS TO PREVENT GALVANIC AND w CORROSIVE EFFECTS. a 0 2. CB— DENOTES NEW CONCRETE BEAM SEE SCHEDULE _ °- # LE THIS SHEET.- d a g 3.) OUTLINE OF BAR SOFFIT BELOW SUSPENDED FROM EXISTING ROOF STEEL JOISTS. MAX. TOTAL LOADED BAR SOFFIT WEIGHT = 1200# MAX. BAR SOFFIT ATTACHMENT TO EXISTSTEEL JOISTS SHALL BE BY SUPPLIER.' REINF. EXIST. STEEL JOISTS AT BAR SOFFIT ATTACHMENT POINTS PER JOIST CONCENTRATED _ LOAD REINFORCEMENT DETAIL ON S401. d 4.) THE G.C. SHALL VERIFY WEIGHT AND LOCATION OF ALL EQUIPMENT TO BE SUPPORTED BY EXIST. ROOF STRUCTURE W/ ARCH, MECH, & EQUIPMENT SUPPLIER PRIOR TO FABRICATION AND CONSTRUCTION. REPORT ANY DISCREPANCIES TO ARCHITECT AND ENGINEER. 5.) SEE ARCH FOR DIMENSIONS NOT SHOWN. E 0 8 a a d rv.'+�•. ► . i. .nom............. .. �.... �� � O Z Z UN N 0 o Q: Ow CD 2 W CL 0 > m w o_ D U) Z ~ zrtLu a Co CD 9 o Lu c Cf) I � w C14 C W N N Z UN N CD 4 o o Q: Ow CD 2 W CL 0 U \S201 / ■ VERTICAL REINFORCING BAR IN GROUTED CELL EACH SIDE WWF (SEE PLAN) RAKE JOINT & OF JOINT. REINFORCING TO FOOTING 2'-0" CAULK EA. SIDE MATCH TYP. WALL REINFORCEMENT (SECOND POUR) WALL x x. LSEE PLAN _ FOOTING \\ \\77 3'-6" NOTE: T.O. FOOTING '� \ �\/ 0 2)#4 - /INSTALL BELOW UPPER LAYER � . .� . ,• SEE PLAN 3D T METAL OR PLASTIC KEY iv CTR ON CORNER) OF SLAB REINFORCING 71 T.O. FOOTING FORMER NAILED TO SEE; NOTE ABOVE BULKHEAD (REMOVE CORNER BARS MATCH a ED-/ D = SEE ARCH) AFTER FIRST POUR) FSIZE AND LARGER BAR AN FOOTINGS, NTITY OF SLAB EDGE RUBBER INSERT T = (SEE PLAN) WALLS AND BEAMS .- (2)#4 X 6'-0" 1 \\ (CTR ON CORNER) NOTE: SLAB SEE NOTE ABOVE DISCONTINUE HORIZ \ / 3000 PSI CONC. \ / TYP. DEPRESSED CORNER BARO DETAIL REINF. AT JOINT (FIRST POUR) " PLAN VIEW / 1 1'-6" LAP (TYP.) 1 -0 D.I.P.PIPE TRENCH 1 FTG. REINFORCING R OL JOINT DETAIL / a _ (SEE TYP. SECT.) CMU WALL CONT T J, _ \\\ STEEL SLEEVE �\ /\\\ w s 4 1 N M � �NOTESc� l � CL 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL D J A C E N T TO TRENCH w SEE PLAN FOR ADD L TYP. - FTG. A �\\ � INTERSECTION BARS N SLAB REINF. -, CONTROL `JOINT TO TOP OF .WALL. TYP. PIPE UNDER FTG. / j _ c� MATCH SIZE AND QUANTITY cn �\ OF LARGER BAR IN FOOTINGS, 2.- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. / WALLS AND BEAMS IN WALLS WITH MORE THAN 25'-0" OF UNITERUPTED FTG. DEPTH \ MASONRY. REFER TO DWGS. FOR SPECIFIED LOCATIONS 0 (SEE TYP. SECT.) AS NOTED THUS • 0 INTERSECTION BAR(S) DETAIL b•A $.- CONTINUE ALLBOND BEAMS,TIE BEAMS REINF. THROUGH THE JOINT. O� TYP.. SLAB 'CORNER REINF.� TYP. STEPPED FTG. TYPICAL BAR DETAILS, w V ......................... STOP POUR 1 1/2- BELOW TOP is •� OF UNIT IF POUR IS STOPPED FOR I MORE THAN ONE HOUR. f! a NOTE "'k, ':: FILL ALL BL : OCK CELLS ,., ,{{ NEW GUARDRAIL, SEE ARCH N WITH 3000 P.S.I. i NOTE . MAXIMUM HEIGHT OF POUR IS 24 -0 MAX. CONCRETE BELOW GRADE F HEIGHT OF LIFT IS 5'-0". WAIT 3 TO 5 MIN. FILL ALL BLOCK CELLS A N WITH 3000 P.S.I. AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. LAY UP NEXT 4 -0 OF WALL SAW CUT CONTROL" JOINT . POUR SUCCEEDING LIFTS AFTER WAITING 15 AFTER LOWER SECTION IS POURED. FILL SAW CUT W/ TO BE 1/4 THE SLAB THICKNESS 1'_5" f CONCRETE BELOW GRADE. �� H.E MIN. RECONSOLIDATE EACH UFT BY U"R TO 60 (SHALL BE WITHIN 12 HOURS) VERIFY JOINT FILLER VIBRATING SEVERAL INCHES INTO THE PRECEEDING STOP LIFT 1 1/2- BELOW TOP REINF. GROUTED t k. AND PRECEEDING / W/ ARCH I I NEW DECORATIVE f.. UFT. CONSOLIDATION OF A LIFT A t OF UNIT TOCREATE SHEAR KEY.CELLSLIFT MAY BE PERFORMED AT THE SAME TIME. BRICK, SEE ARCH DOWELS MATCH ,,, i ,�.� ,t.: NEW CONC. SLAB EDGE II WALL VERT. REINF. DOWELS MATCH .r� � >- N ' ,y S . WWF 1 6 PROVIDE 48 BAR DIA. _ _ a *.. �. WALL VERT. REINF. . €. MAXIMUM UFT - 4 0n, ., ;ars �' '. - _ x:+,.. 1.. >, U PROVIDE 48 BAR DIA. LAP SPL CE `i°,. �3. �: ::� ��"��_` � `�R, SEE -PLAN) m � ; I NEW CONC. SLAB AN GRADE,. ' ( a n. CONC. SIDEWALK OR I I I �`' ¢ SEE PLAN AP SPLICE N -' PAVEMENT SEE C VIL L ��.- ` u .. h,.. ;_ to w I GROUT TO CONFORM TO ASTM C476. MAX. SIZE � , .� �s � w _ N N Vis., - N 3/8". SLUMP - 8 TO 10 . DO NOT STM C476. �;,i AGGREGATECMU WALL SEE GROUT TO CONFORM TO a .,; USE SAME MIX AS FOR 11E BEAMS. PLAN NOTES MAX. SIZE AGGREGATE = 3/8 . CMU WALL SEE • » SEE PLAN _ N N ,,. PROVIDE PREFAB. L PROVIDE PRffAB. T" SAW CUT CONTROL JOINTS PLAN NOTES :. �� � �� a� SLUMP - 8 TO 10 . DO NOT USE JOINT REINFORCING JOINT REINFORCING AT � • T.O. NEW SLAB STANDARD ACI HOOK SAME MIX AS FOR TIE BEAMS. METAL OR PLASTIC KEY �. AT ALL CORNERS ALL INTERSECTIONS " " FORMER NAILED TO BULKHEAD PROVIDE 4 1 /2 X4 1 /2 MIN. CLEAN OUT .. WOOD BULKHEAD AND INSPECTION HOLE. (REMOVE AFTER FIRST POUR) 2 10 MIL VAPOR STANDARD ACI (REMOVE AFTER J HOOK FIRST POUR) WWF (SEE PLAN) _ BARRIER, TYP. T FTG - M y T FTG ° A' SEE PLAN X x 3„ °' SEE PLAN a ° d ° Q ' ' ' •, ' , � NEW THICKENED EDGE W/ A 4 v z (2)#4 CONT., (1) TOP, 4 NOTE: DO NOT GROUT UNTIL MORTAR ° . ' NOTE: DO NOT GROUT UNTIL MORTAR ° HAS SET SUFFICIENTLY TO WITHSTAND HAS SET SUFFICIENTLY TO WITHSTAND PARTIAL PLAN SECOND POUR as (1) BOTTOM THE PRESSURE FROM THE GROUT. THE PRESSURE FROM THE GROUT. FIRST POUR i w WAIT NOT LESS THAN 24 HOURS. TYPICAL LOW LIFT WAIT NOT LESS THAN 24 HOURS. � TYPICAL HIGH LIFT LL DETAILS SECTION 1 CMU GROUTING TYPICAL CMU WA SLAB CONSTRUCTION JOINT CMU GROUTING N.T.S. 3/410 - 1,_0N s3o1 CL COL. BASE PL w z � � o 2 BARRIER (TYP) J N tn �00 00 T NEW FOOTING U J[V SEE ARCH FOR LOCATION AND #3 VERT AT 24" O.C. = x W/ ARCH 0 V N Z �N i o o COLUMN BLOCK-OUT a V c a 3/8" THICK STI FFENERS C13 PROVIDE NUT, WASHER X M N a� N cn W Vwm .�Oa.,a� BASE PLATE U _ a / 1 1'-6" LAP (TYP.) 1 -0 D.I.P.PIPE TRENCH 1 FTG. REINFORCING R OL JOINT DETAIL / a _ (SEE TYP. SECT.) CMU WALL CONT T J, _ \\\ STEEL SLEEVE �\ /\\\ w s 4 1 N M � �NOTESc� l � CL 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL D J A C E N T TO TRENCH w SEE PLAN FOR ADD L TYP. - FTG. A �\\ � INTERSECTION BARS N SLAB REINF. -, CONTROL `JOINT TO TOP OF .WALL. TYP. PIPE UNDER FTG. / j _ c� MATCH SIZE AND QUANTITY cn �\ OF LARGER BAR IN FOOTINGS, 2.- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0" O.C. / WALLS AND BEAMS IN WALLS WITH MORE THAN 25'-0" OF UNITERUPTED FTG. DEPTH \ MASONRY. REFER TO DWGS. FOR SPECIFIED LOCATIONS 0 (SEE TYP. SECT.) AS NOTED THUS • 0 INTERSECTION BAR(S) DETAIL b•A $.- CONTINUE ALLBOND BEAMS,TIE BEAMS REINF. THROUGH THE JOINT. O� TYP.. SLAB 'CORNER REINF.� TYP. STEPPED FTG. TYPICAL BAR DETAILS, w V ......................... STOP POUR 1 1/2- BELOW TOP is •� OF UNIT IF POUR IS STOPPED FOR I MORE THAN ONE HOUR. f! a NOTE "'k, ':: FILL ALL BL : OCK CELLS ,., ,{{ NEW GUARDRAIL, SEE ARCH N WITH 3000 P.S.I. i NOTE . MAXIMUM HEIGHT OF POUR IS 24 -0 MAX. CONCRETE BELOW GRADE F HEIGHT OF LIFT IS 5'-0". WAIT 3 TO 5 MIN. FILL ALL BLOCK CELLS A N WITH 3000 P.S.I. AND CONSOLIDATE WITH FLEXIBLE CABLE VIBRATOR. LAY UP NEXT 4 -0 OF WALL SAW CUT CONTROL" JOINT . POUR SUCCEEDING LIFTS AFTER WAITING 15 AFTER LOWER SECTION IS POURED. FILL SAW CUT W/ TO BE 1/4 THE SLAB THICKNESS 1'_5" f CONCRETE BELOW GRADE. �� H.E MIN. RECONSOLIDATE EACH UFT BY U"R TO 60 (SHALL BE WITHIN 12 HOURS) VERIFY JOINT FILLER VIBRATING SEVERAL INCHES INTO THE PRECEEDING STOP LIFT 1 1/2- BELOW TOP REINF. GROUTED t k. AND PRECEEDING / W/ ARCH I I NEW DECORATIVE f.. UFT. CONSOLIDATION OF A LIFT A t OF UNIT TOCREATE SHEAR KEY.CELLSLIFT MAY BE PERFORMED AT THE SAME TIME. BRICK, SEE ARCH DOWELS MATCH ,,, i ,�.� ,t.: NEW CONC. SLAB EDGE II WALL VERT. REINF. DOWELS MATCH .r� � >- N ' ,y S . WWF 1 6 PROVIDE 48 BAR DIA. _ _ a *.. �. WALL VERT. REINF. . €. MAXIMUM UFT - 4 0n, ., ;ars �' '. - _ x:+,.. 1.. >, U PROVIDE 48 BAR DIA. LAP SPL CE `i°,. �3. �: ::� ��"��_` � `�R, SEE -PLAN) m � ; I NEW CONC. SLAB AN GRADE,. ' ( a n. CONC. SIDEWALK OR I I I �`' ¢ SEE PLAN AP SPLICE N -' PAVEMENT SEE C VIL L ��.- ` u .. h,.. ;_ to w I GROUT TO CONFORM TO ASTM C476. MAX. SIZE � , .� �s � w _ N N Vis., - N 3/8". SLUMP - 8 TO 10 . DO NOT STM C476. �;,i AGGREGATECMU WALL SEE GROUT TO CONFORM TO a .,; USE SAME MIX AS FOR 11E BEAMS. PLAN NOTES MAX. SIZE AGGREGATE = 3/8 . CMU WALL SEE • » SEE PLAN _ N N ,,. PROVIDE PREFAB. L PROVIDE PRffAB. T" SAW CUT CONTROL JOINTS PLAN NOTES :. �� � �� a� SLUMP - 8 TO 10 . DO NOT USE JOINT REINFORCING JOINT REINFORCING AT � • T.O. NEW SLAB STANDARD ACI HOOK SAME MIX AS FOR TIE BEAMS. METAL OR PLASTIC KEY �. AT ALL CORNERS ALL INTERSECTIONS " " FORMER NAILED TO BULKHEAD PROVIDE 4 1 /2 X4 1 /2 MIN. CLEAN OUT .. WOOD BULKHEAD AND INSPECTION HOLE. (REMOVE AFTER FIRST POUR) 2 10 MIL VAPOR STANDARD ACI (REMOVE AFTER J HOOK FIRST POUR) WWF (SEE PLAN) _ BARRIER, TYP. T FTG - M y T FTG ° A' SEE PLAN X x 3„ °' SEE PLAN a ° d ° Q ' ' ' •, ' , � NEW THICKENED EDGE W/ A 4 v z (2)#4 CONT., (1) TOP, 4 NOTE: DO NOT GROUT UNTIL MORTAR ° . ' NOTE: DO NOT GROUT UNTIL MORTAR ° HAS SET SUFFICIENTLY TO WITHSTAND HAS SET SUFFICIENTLY TO WITHSTAND PARTIAL PLAN SECOND POUR as (1) BOTTOM THE PRESSURE FROM THE GROUT. THE PRESSURE FROM THE GROUT. FIRST POUR i w WAIT NOT LESS THAN 24 HOURS. TYPICAL LOW LIFT WAIT NOT LESS THAN 24 HOURS. � TYPICAL HIGH LIFT LL DETAILS SECTION 1 CMU GROUTING TYPICAL CMU WA SLAB CONSTRUCTION JOINT CMU GROUTING N.T.S. 3/410 - 1,_0N s3o1 CL COL. BASE PL CL (4) 3/4"0 X 6-3/4" EMBED.U w VLuZ HILTI HAS RODS. DRILL AND EPDXY z -� W/ HILTI HIT-HY 150 MAX ADHESIVE '- z 00 NEW STEEL COLUMN, ANCHORING SYSTEM J 'c' Q SEE PLAN AND ' v SCHEDULE STEEL BASE PLATE PER I STEEL COLUMN BLOCK-OUT. SEE SCHEDULE, SEE DETAIL 11 PLAN A/S301 � � FILL IN W/ CONC. AFTER I I COLUMN ERECTION, TYP. OUTLINE OF EXIST. C.M.U. KNEEWALL NEW HSS COLUMN, SEE PLAN PROVIDE 3" MIN. WALL TO BE REMOVED FOR NEW AND SCHEDULE _ CONC. COVER FOR D VERIFY BASE PLATE. 1/2" ISOLATION JOINT, TYP- .� r OUIUNE OF EXIST. C.M.U. OPENING, SEE PLAN, FIELD WALL TO BE REMOVED FOR NEW i T OUTLINE OF EXIST. C.M.U. KNEEWALL ; (; TYP. I I \ -1 1/2" EQ. EQ. 1 1/2" OPENING, SEE PLAN, FIELD VERIFY, WALL TO BE REMOVED FOR NEW ; ; HSS COL. ; NEW CONC. SLAB ON GRADE,_T_ SEE SHORING NOTE ON S101 I OPENING, SEE PLAN, FIELD VERIFY ; ; I 1 4 TO PLATE NEW PATIO CONC. ; SEE PLAN ARCH �EIARCH SLAB ON GRADE SEE NEW 6x6x1/2 EMBED PLATE I I T SLAB — � I � NEW CONC SLAB ON GRADE I I � NEW CTM COLUMN #4 X 20" LG. AT 24" O.C. NEW CONC. SLAB ON GRADE, , , NEW CONC. SLAB ON GRADE, I , � � MATCH E I W/(2) 5/8"0 X 4" LONG H.S. DRILL AND EPDXY 4" MIN. SEE PLAN SEE PLAN ( _, SEE PLAN N ' ' I �` _ N / I .\ \ W �. SEE PLAN , AND BASE PLATE, INTO THICKENED EDGE # 4 X 20" LG. AT 24" O.C. U #4 X 20 LG. AT 24 O.C. REMOVE AND REPLACE I w 4 X 20 LG. AT 24 O.C. \�\ SEE PLAN &SCHEDULE # " REMOVE AND REPLACE a DRILL AND EPDXY 4" MIN. > a DRILL AND EPDXY 4 MIN. DRILL AND EPDXY 4 MIN. EXIST. SIDEWALK AS , PROVIDE NUT, WASHER NEW PA110 CONC. EXIST. SIDEWALK AS _ INTO EXIST. SLAB. 9 , LR SLAB ON GRADE I FINTO EXIST. SLAB. REQUIRED I \3 INTO EXIST. SLAB. REQUIRED �3 _ AND LEVELING NUT (TYP.) w T SLAB T SLAB 1 T SLAB MATCH EXIST. MATCH EXIST. _ MATCH EXIST. z — — b _I .� /�\ \\ I '%, r\\ • EXISTING CONC. SLAB z NEW LAN FOOTING, EXISTING CONC. SLAB EXISTING CONC. SLAB M a a •° ON GRADE Y / \ , \ . SEE PLAN &SCHEDULETYP• #4 CONT. ON GRADE (1)#4 CONT. a. ON GRADE (1)#4 CONT. iv- / ,/ / // / 10 MIL VAPOR z //\// //� //� /, \// //, \// 5 16 10 MIL VAPOR 10 MIL VAPOR BARRIER, TYP. BARRIER, TYP. " BARRIER, TYP. 8" 8 EXISTING GROUTED C.M.U., COMPACTED SUB -GRADE PER 9 MIN. EXISTING GROUTED C.M.U., EXISTING GROUTED C.M.U., GEOTECHNICAL ENGINEER'S FIELD VERIFY FIELD VERIFY FIELD VERIFY DRILL & EPDXY RECOMMENDATIONS BASE PLATE DETAIL TRANSV BARS 8" /�`% EXISTING CONC. FOOTING INTO EXIST. CONC. EXISTING. CONC. FOOTING, EXISTING CONC. FOOTING FOOTING, TYP. FIELD VERIFY EXISTING CONC. FOOTING //. //� //.//. \// SECTION 2 SECTION 3 SECTION r4_'� SECTION 5 SECTION A S301 N.T.S. S301 N . N S301 3/4" - 1'-0" S301 - x.3/4" = 1'-0" �01 3/4" - 1'-0" 3/4 = 1 -0 2 a 1-5 w z � � o 2 BARRIER (TYP) J _ (SEE SCHED. & DETAIL 0/301) VERIFY T NEW FOOTING U J[V SEE ARCH FOR LOCATION AND #3 VERT AT 24" O.C. = x W/ ARCH 0 V N Z �N i o Cn COLUMN BLOCK-OUT a V c a 3/8" THICK STI FFENERS O PROVIDE NUT, WASHER V M N a� N cn W Vwm CL (4) 3/4"0 X 6-3/4" EMBED.U w VLuZ HILTI HAS RODS. DRILL AND EPDXY z -� W/ HILTI HIT-HY 150 MAX ADHESIVE '- z 00 NEW STEEL COLUMN, ANCHORING SYSTEM J 'c' Q SEE PLAN AND ' v SCHEDULE STEEL BASE PLATE PER I STEEL COLUMN BLOCK-OUT. SEE SCHEDULE, SEE DETAIL 11 PLAN A/S301 � � FILL IN W/ CONC. AFTER I I COLUMN ERECTION, TYP. OUTLINE OF EXIST. C.M.U. KNEEWALL NEW HSS COLUMN, SEE PLAN PROVIDE 3" MIN. WALL TO BE REMOVED FOR NEW AND SCHEDULE _ CONC. COVER FOR D VERIFY BASE PLATE. 1/2" ISOLATION JOINT, TYP- .� r OUIUNE OF EXIST. C.M.U. OPENING, SEE PLAN, FIELD WALL TO BE REMOVED FOR NEW i T OUTLINE OF EXIST. C.M.U. KNEEWALL ; (; TYP. I I \ -1 1/2" EQ. EQ. 1 1/2" OPENING, SEE PLAN, FIELD VERIFY, WALL TO BE REMOVED FOR NEW ; ; HSS COL. ; NEW CONC. SLAB ON GRADE,_T_ SEE SHORING NOTE ON S101 I OPENING, SEE PLAN, FIELD VERIFY ; ; I 1 4 TO PLATE NEW PATIO CONC. ; SEE PLAN ARCH �EIARCH SLAB ON GRADE SEE NEW 6x6x1/2 EMBED PLATE I I T SLAB — � I � NEW CONC SLAB ON GRADE I I � NEW CTM COLUMN #4 X 20" LG. AT 24" O.C. NEW CONC. SLAB ON GRADE, , , NEW CONC. SLAB ON GRADE, I , � � MATCH E I W/(2) 5/8"0 X 4" LONG H.S. DRILL AND EPDXY 4" MIN. SEE PLAN SEE PLAN ( _, SEE PLAN N ' ' I �` _ N / I .\ \ W �. SEE PLAN , AND BASE PLATE, INTO THICKENED EDGE # 4 X 20" LG. AT 24" O.C. U #4 X 20 LG. AT 24 O.C. REMOVE AND REPLACE I w 4 X 20 LG. AT 24 O.C. \�\ SEE PLAN &SCHEDULE # " REMOVE AND REPLACE a DRILL AND EPDXY 4" MIN. > a DRILL AND EPDXY 4 MIN. DRILL AND EPDXY 4 MIN. EXIST. SIDEWALK AS , PROVIDE NUT, WASHER NEW PA110 CONC. EXIST. SIDEWALK AS _ INTO EXIST. SLAB. 9 , LR SLAB ON GRADE I FINTO EXIST. SLAB. REQUIRED I \3 INTO EXIST. SLAB. REQUIRED �3 _ AND LEVELING NUT (TYP.) w T SLAB T SLAB 1 T SLAB MATCH EXIST. MATCH EXIST. _ MATCH EXIST. z — — b _I .� /�\ \\ I '%, r\\ • EXISTING CONC. SLAB z NEW LAN FOOTING, EXISTING CONC. SLAB EXISTING CONC. SLAB M a a •° ON GRADE Y / \ , \ . SEE PLAN &SCHEDULETYP• #4 CONT. ON GRADE (1)#4 CONT. a. ON GRADE (1)#4 CONT. iv- / ,/ / // / 10 MIL VAPOR z //\// //� //� /, \// //, \// 5 16 10 MIL VAPOR 10 MIL VAPOR BARRIER, TYP. BARRIER, TYP. " BARRIER, TYP. 8" 8 EXISTING GROUTED C.M.U., COMPACTED SUB -GRADE PER 9 MIN. EXISTING GROUTED C.M.U., EXISTING GROUTED C.M.U., GEOTECHNICAL ENGINEER'S FIELD VERIFY FIELD VERIFY FIELD VERIFY DRILL & EPDXY RECOMMENDATIONS BASE PLATE DETAIL TRANSV BARS 8" /�`% EXISTING CONC. FOOTING INTO EXIST. CONC. EXISTING. CONC. FOOTING, EXISTING CONC. FOOTING FOOTING, TYP. FIELD VERIFY EXISTING CONC. FOOTING //. //� //.//. \// SECTION 2 SECTION 3 SECTION r4_'� SECTION 5 SECTION A S301 N.T.S. S301 N . N S301 3/4" - 1'-0" S301 - x.3/4" = 1'-0" �01 3/4" - 1'-0" 3/4 = 1 -0 2 a 1-5 w z � � o 2 BARRIER (TYP) J I (SEE SCHED. & DETAIL 0/301) VERIFY T NEW FOOTING U J[V SEE ARCH FOR LOCATION AND #3 VERT AT 24" O.C. = x W/ ARCH 0 z EXTENTS EXIST. CONC SLAB N Z �N i o COLUMN BLOCK-OUT a wuj T SLAB N a 3/8" THICK STI FFENERS (FILL IN W/ CONC.a PROVIDE NUT, WASHER TYP. PARALLEL TO NEW HSS ( AFTER COLUMN ERECTION) AND LEVELING NUT (TYP.) "i\ BASE PLATE U _ a M m REMOVE AND REPLACE ��' a N 1 1 /2" EQ. EQ. 1 1/2- < NEW PATIO CONC. EXIST. SIDEWALK AS I 104 SLAB ON GRADE REQUIRED IN,3 T SLAB MATCH EXIST. TYP. 5 16 I n, z 10 MIL VAPOR w SEE PLAN f (1) #3 CONT w z � � o 2 BARRIER (TYP) J NEW CONC. CURB, zo - T NEW FOOTING U J[V SEE ARCH FOR LOCATION AND #3 VERT AT 24" O.C. = x SEE PLAN w 0 z EXTENTS EXIST. CONC SLAB N Z �N i o wuj T SLAB N a 3/8" THICK STI FFENERS OL PROVIDE 3" MIN. TYP. PARALLEL TO NEW HSS SEE PLAN CONC. COVER FOR\\,\\,�\\,�\\,�\\,�\\,�\\,�\\,�\ r -5 16 BEAM ABOVE, TYP. "i\ BASE PLATE U M m DRILL & EPDXY 2" INTO EXIST. U COMPACTED SUB -GRADE PER 5ASE PLATE DETAIL CONC. SLAB,FOR FTG. SIZE AND REINF. TYP. GEOTECHNICAL ENGINEERS 11ON PLAN AND FTG.. SCHEDULE RECOMMENDATIONS SEE FOUNDA a SECTION r_6SECTION rF DETAIL rB_"*� S301 3/4" = 1'-0" S301 N.T.S. S301 3/4 W cu0 Cu U V cu cna O U Ca �= L w w _ z U J[V N W co 0 LUU W = w m zuj w H- a CC) co UJ C CD m , ui N N Of z U J[V N W co ui LUU W = S301 / EXIST. STEEL JOISTS, FIELD VERIFY EXIST. 3-1/2" TOTAL THICKNESS CONC. SLAB ON METAL DECK i NEW 6"X2"-16GA DIAGONAL METAL STUD AT 6'-0" O.C. MAX. ATTACH TO HORIZ. STUD W/ VARIES (4) #10 TEK SCREWS, B XISTING TYP. S EL JOISTS ry 4x4x4"x16GA. CLIP W/(4 ++ (4)#10 TEK SCREWS TO BOXED METAL HEADER AND TO METAL STUD, TI II NEW CONT. METAL BOXED HEADER, (2)-6"X2"-16GA. SEE DETAIL B/S302 4x4x4 x16GA. CLIP W/(4 (4)#10 TEK SCREWS TO I ( I BOXED METAL HEADER I AND TO METAL STUD, TYP. I i II CONT. 18GA. BOTTOM TRACK ATTACH TO STUD W/(1) #10 TEK SCREW EA. SIDE, TYP. NEW BRIDGING TO NEW BRIDGING TO EXIST. STEEL JOIST NEW BRIDGING TO EA. END, TYP. 3/16 EXIST. STEEL JOISTS, EXIST. STEEL JOIST EXIST. STEEL JOIST EXIST. STEEL JOISTS. FIELD VERIFY EA. END, TYP. 3/16 FIELD VERIFY EA. END, TYP. 3/16 V ^j+ N W NEW X -BRIDGING » NEW X -BRIDGING 'I- ^, AT 6'-0" O.C. MAX EXIST. 3-1/2 TOTAL " _ NEW X -BRIDGING > O AT 6 -0 O.C. MAX EXIST. 3 1/2 TOTAL » O O L2x2x3/16, TYP. THICKNESS CONC.' SLAB AT 6 -0 O.C. MAX / THICKNESS CONC. SLAB N �+ ON METAL DECK L2x2x3/16, TYP. .� ON METAL DECK L2x2x3/16, TYP. U M c" 0� O O NEW 6"X2"-16GA DIAGONAL METAL NEW 6"X2"-16GA O O DIAGONAL METAL STUD AT 6'-0" STUD AT 6'-0" O\ o O.C. MAX. ATTACH a a O.C. MAX. ATTACH C) TO HORIZ. STUD W/ TO HORIZ. STUD W/ ++ - VARIES (4) #10 TEK SCREWS, VARIES (4) #10 TEK ,SCREWS,11>< I - - - - - ++ B EXISTING T TYP. ++ - B EXISTING T TYP. - - ------ --- --- STEEL JOISTS -++ - S EL JOISTS. ++ rA r f 4x4x4 x16GA. CUP W 4 ++ 4x4x4"x16GA. CLIP W 4 - - - - - - - SEE PLAN 4 10 TEK SCREWS TO + + - - - SEE PLAN /( FRAMING O# +` SEE PLAN .. B FRAMING (4)#10 TEK SCREWS TO r + C� BOXED METAL HEADER f;; BOXED METAL HEADER ++ B FRAMING --.r NEW 6"x2"-16GA. HORIZ. METAL AND TO METAL STUD, I " " N ......_.. � NEW 6x2 -16GA. HORIZ. METAL AND TO METAL STUD, » „ STUD AT 6'-0" O.C. MAX. ATTACH TYP. ,_ " TYP. I NEW 6x2 -16GA. HORIZ. METAL TO EXIST. STEEL JOISTS W/ (2) 0.145 STUD AT 6 0 O.C. MAX. ATTACH r + STUD AT 6'-0" O.C. MAX. ATTACH 1 TO EXIST. STEEL JOISTS W/ (2) 0.145 , r TO EXIST. STEEL JOISTS W 2 0.145 PAF'S EA. END, TYP. NEW CONT. METAL / / ( ) / PAF'S EA. END, TYP. NEW CONT METAL PAF'S EA. END, TYP. BOXED HEADER, BOXED HEADER, �-: 1/2" CDX PLYWOOD, ATTACH TO METAL » » » / • �.-� " (2)-6"X2"-16GA. 1 1/2 CDX PLYWOOD, ATTACH TO METAL (2)-6 X2 -16GA. 1/2" CDX PLYWOOD, ATTACH TO METAL bA JOISTS W/#10 TEK .SCREWS AT 6 O.C. SEE DETAIL B/S302 JOISTS W 10 TEK SCREWS AT 6" O.C. .SEE DETAIL I I " AT PANEL EDGES AND AT 12" O.C. I I /# " T L B/S302 JOISTS W/#10 TEK SCREWS AT 6 O.C. AT » PANEL EDGES AND AT 12 O.C. I AT PANEL EDGES AND AT 12 O.C. W IN FIELD, (TYP.) " I I 4x4x4 x16GA. CUP W/(4 IN FIELD, (TYP.) IN FIELD ) I 4x4x4 x16GA. CLIP W/(4 I I , (TYP.) v (4)#10 TEK SCREWS TO (4)#10 TEK SCREWS TO BOXED METAL HEADER I I U NEW CEILING METAL JOISTS SEE PLAN BOXED METAL HEADER NEW CEILING METAL JOISTS SEE PLAN AND TO METAL STUD, I I _ NEW CEILING METAL JOISTS, SEE PLAN I I N AND TO METAL STUD, SEE BRACING REQUIREMENTS ON SHT. S001. . SEE BRACING REQUIREMENTS ON SHT. S001. TYP. I I SEE BRACING REQUIREMENTS ON SHT. S001. TYP. 5/8" CDX PLYWOOD ATTACH TO s3o2 I I 5/8" CDX PLYWOOD ATTACH TO s3o2 WINDOW, SEE ARCH STUDS W/#10 TEK SCREWS AT 6" O.C. STUDS W/#10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. I I AT PANEL EDGES AND AT 12" O.C. I I 5/8» CDX PLYWOOD ATTACH TO IN FIELD, (TYP.) 1 1 IN FIELD, (TYP.) I I STUDS W/#10 TEK SCREWS AT 6" O.C. 1 I I I AT PANEL EDGES AND AT 12 O.C. » _ » " " / I N FIELD. TYP. NEW 6x1 5 8 x18GA. METAL STUDS (TYP.) / I I NEW 6x1-5/8 x18GA. METAL STUDS AT 16" O.C. MAX. SEE BRACING AT 16» O.C. MAX. SEE BRACING / REQUIREMENTS ON SHT. S001 REQUIREMENTS ON SHT. S001 O.H. A_ ■ NEW 6x1 5/8 x18GA. METAL STUDS S302 I I 1 1 I I AT 16" O.C. MAX. SEE BRACING 4x4x4 x16GA. CLIP W/(4)0.145 PAF REQUIREMENTS ON SHT. S001 TO EXIST. CONCRETE AND (4)#10 TEK 1 DOOR, SEE ARCH SCREWS TO STUD, TYP. I I 4x4x4» x16GA. CUP W/(4)0.145 ( 4)0.145 PAF TO EXIST. CONCRETE AND (4)#10 TEK CONT 18GA. BOTTOM TRACK -\ I I S ATTACH TO STUD W/(1) CREWS TO STUD, TYP. ,,.,,-- EXISTING CONC. SLAB ON GRADE EXISTING CONC. SLAB ON GRADE #10 TEK SCREW EA. SIDE, EXISTING CONC.-SLAB ON GRADE � II TYP. i l \"'.\v..\N.\ \" I SECTION 1 1/2" a 1'-0" S302 EXIST. STEEL JOISTS, FIELD VERIFY EXIST. 3-1/2- TOTAL THICKNESS CONC. SLAB ON METAL DECK NEW ANGLE TO EXIST. STEEL /-3/16 JOIST, TYP. NEW CONT. L4X4X1/4 VARIES Ak B EXISTING STEEL JOISTS SEE PLAN 06 B FRAMING CONT 18GA. BOTTOM TRACK ATTACH TO STUD W/(1) #10 TEK SCREW EA. SIDE, TYP. NEW 6"x1-5/8"x18GA. METAL STUDS AT 16" O.C. MAX. ATTACH TO CONT. ANGLE W/ 4x4x4"x16GA. CLIP W/ (4) 0.145 PAF TO STEEL ANGLE AND (4)#10 TEK SCREWS TO STUD, TYP. ( #10 TEK SCREWS, ++ EXIST. JOIST GIRDER, j I 1" FIELD VERIFY CLR. EXIST. PARTITION, FIELD VERIFY II I NEW CEILING METAL JOISTS, SEE PLAN, I SEE BRACING REQUIREMENTS ON SHT. S001. I ATTACH FIRST CEILING JOIST TO EA. I I VERT. STUD W/(3)#10 TEK SCREWS, TYP. CDX PLYWOOD, ATTACH TO METAL I JOISTS W/#10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. I I IN FIELD, (TYP.) I 5/8" CDX PLYWOOD ATTACH TO I STUDS W/#10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. IN FIELD, (TYP.) I NEW 6"x1-5/8"x18GA. METAL STUDS I AT 16" O.C. MAX. SEE BRACING I REQUIREMENTS ON SHT. S001 II 4x4x4"x16GA. CLIP W/(4)0.145 PAF I I TO EXIST. CONCRETE AND (4)#10 TEK SCREWS TO STUD, TYP. II II EXISTING CONC. SLAB ON GRADE II \Y/\'/ i\ Y SECTION 4 1/201 1,_0„ S302 ritLu vtKir r 1/2 = 1 -0 S302 _ a NOTE: EXIST. EXTERIOR CANOPY NOT SHOWN 6 NEW L2x2x3/16 KICKER v W TO STUD AND (4) o Z co ZZ� EXIST. STEEL JOISTS, NEW BRIDGING TO EXIST. STEEL JOIST NEW 6"x 1 5/8"-16GA. HORIZ. » AT EA. END OF OPENING AND AT 48" O.C. MAX.. o EXIST. 3-1/2- TOTAL THICKNESS CONC. SLAB a 1V 1� 4 �y L FIELD VERIFY EA. END, TYP. 3/16 METAL STUD ATT. O.C. MAX. ATTACH EA. END W/ 0 ON METAL DECK x 4x4x4"-16GA. CUP W/ ATTACH TO EXIST. STEEL JOISTS 3/16 FILLET ALL AROUND + + EXIST. 3-1/2" TOTAL \I NEW X -BRIDGING W/ (2) 0.145 PAPS EA. END, TYP. WELD, TYP. + + B/S302. ATTACH TO BRG.METAL STUDS, AT 12" O.C. a THICKNESS CONC. SLAB AT 6'-0" O.C. MAX STUD EACH END W/ 4x4x4" -16GA. (LSH) (8) LOCATIONS, TYP. = CUP, W/(4)#10 TEK SCREWS TO z ON METAL DECK L2x2x3/16, TYP. T XIST. C.M.0 STUD, (4)#10 TEK SCREWS a TO HEADER, TYP. SEE PLAN 2X WOOD BUCK ATTACH TO CONT. 6"-16GA. Io ." TRACK EA. SIDE Z w AT 12" O.C. (TYP.) NEWGLE TO 0 0 - (1) BRG. AND (1) FULL HEIGHT L EXISTING 8" C.M.U. WALL, H- 3 EXIST. IS 6"X2"-16GA STUD EA. SIDE OF s OPENING. ATTACH TOGETHER W/(2)#10 TEK SCREWS AT FIELD VERIFY 12" O.C., TYP. EXISTING 8" C.M.U. WALL REMOVE FACESHELL REQ'D TO 4 NEW CONT. L3x3x1/4 NEAR FIELD VERIFY W 1/2" CDX `PLYWOOD, ATTACH TO METAL FILL W/ 3000 PSI GROUT JOIST PANEL POINT, AS QCD NI NI JOISTS W/#10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. CONNECTION OF P.E. METAL AWNING MEBER VARIES B EXISTING T 4"x4"x4"x16GA. CLIP, ATTACH CLIP TO IN FIELD, (TYP.) TO EXIST. C.M.U. WALL BY SUPPLIER STEEL JOISTS EXIST C.M.U. WALL NEW CEILING JOISTS SEE PLAN, SEE BRACING REQUIREMENTS NEW PRE-ENGINEERED METAL AWNING W/(4) 1/4"0X 1-3/4" ON SHT. S001 -- ++ ++ - BY SUPPLIER FEMBED TAPCONS, ++ ++ NEW DOUBLE STEEL CHANNEL ABOVE NEW CEILING METAL JOISTS, SEE PLAN, TYP. " I NEW OPENING, SEE PLAN. PROVIDE 3/8" :. SEE BRACING REQUIREMENTS ON SHT. S001. - - STIFFENERS NEAR EA. END AND AT a SEE PLAN - - + 6'-0" O.C. MAX., EA. CHANNEL, TYP. xr SEE PLAN ++ + B RAMING a," B FRAMING ----------- SEE PLAN � B FRAMING NEW CEILING METAL JOISTS, SEE PLAN, NEW CEILING METAL JOISTS, SEE PLAN, B CHANNEL ob 1/2 CDX PLYWOOD, ATTACH TO METAL SEE BRACING REQUIREMENTS ON SHT SO01. SEE BRACING REQUIREMENTS ON SHT. S001. SEE ARCH 11 JOISTS W/#10 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND AT 12" O.C. 1/2- CDX PLYWOOD ATTACH TO METAL NEW 6"x 1 5/8"-18GA. VERT. IN FIELD, (TYP.) JOISTS W/#10 TEK SCREWS AT 6" O.C. METAL STUD AT 16" O.C. MAX., EA. CHANNEL 2012 " AT PANEL EDGES AND AT 12 O.C. g TYP. TO CONT. PLATE 1 4 FIRST NEW CEILING JOIST. ATTACH TO EXIST. IN FIELD, TYP. (TYP.) (4) #10 TEK SCREWS, C.M.U. WALL W/ 5/8"0 X 4" EMBED EXP. TYP. 3/4"� A307 THRU BOLTS BOLTS AT 24" O.C. (4) #10 TEK SCREWS AT 12" O.C. STAGGERED, (TYP.) TYP' CONT 16"X3/8" PLATE, TYP. REMOVE FACESHELL AS REQ'D TO FILL W/ 3000 PSI FLOWABLE SECTION % SECTION 5 GROUT, TYP. SECTION1p » » 6 3/4» = 1, 0" 5302 1/2 = 1 -0 S302 _ a NOTE: EXIST. EXTERIOR CANOPY NOT SHOWN 6 `\�jl�i��� ¢ UJ� v W TO STUD AND (4) o Z co ZZ� CD N tE u_ 6'.. #10 TEK SCREWS TO o :46 W a 1V 1� 4 �y L HEADER, TYP. d. p cn u b 0 o U - x 4x4x4"-16GA. CUP W/ m NEW BOXED METAL HEADER (4)#10 TEK SCREWS 6 . TO STUD AND (4) U �O Ix CD N tE Q O #10 TEK SCREWS TO o LLjo `U S a a HEADER, TYP. 0 b 0 i> m NEW BOXED METAL HEADER + + (2)6"X2"-16GA PER DETAIL (2)6"x2"-16GA. #10 TEK SCREWS + + B/S302. ATTACH TO BRG.METAL STUDS, AT 12" O.C. a STUD EACH END W/ 4x4x4" -16GA. (LSH) (8) LOCATIONS, TYP. I CUP, W/(4)#10 TEK SCREWS TO z STUD, (4)#10 TEK SCREWS TO HEADER, TYP. 2X WOOD BUCK ATTACH TO CONT. 6"-16GA. Io HEADER W/(2)#10 X 2" SDS TRACK EA. SIDE Z w AT 12" O.C. (TYP.) 0 - (1) BRG. AND (1) FULL HEIGHT L ffi H- �� 6"X2"-16GA STUD EA. SIDE OF _ OPENING. ATTACH TOGETHER W/(2)#10 TEK SCREWS AT 12" O.C., TYP. 4 F5 SECTION A DETAIL rB 1/2" = 1'-0" INS302 1-1/2" = 1'-0,, S302 a 0 z 6 U �O Ix CD N tE Q O o LLjo `U S = a 0 0 0 i> m D z Z w H- a 4 W QCD NI NI LJ N N z U �O Ix CD N tE Q O o LLjo `U S = a 0 0 0 NEW PRE—ENGINEERED METAL AWNING FRAMING MEMBER 00 C) CD BY SUPPLIER, SEE NOTE 2 ON 3/8- STIFFENER EA. N cn c� 0.� L 3X3X1/4- EA. SIDE 0 JST. GDR. SHEET S201. END OF CHANNEL, AND L 2X2X1/4" EA. SIDE 0 LH—JOIST (6) 3/4"0 A307 AT 6'-0" O.C. MAX. EA. NEW DOUBLE STEEL CHANNEL 1:Lq;T.4 /—PT 2X4 WOOD PLATE TOP THRU BOLTS, CHANNEL, TYP. HEADER ABOVE NEW OPENING, EN JAT CH POR SIZE AND Lor-ATIom (1) EACH SIDE OF C.M.U. WALL CP REQUIWO ROOF! & BOTTOM. SEE ARCH. 0 OPW-1. SEE MECHANICAL ATTACH TO STEEL BEAM SEE PLAN A-0 "o DW4. AND OR HVAC 5/8"0 A307 THRU BOLTS kn C> MANUFACTURER MAX., TYP. 3/4"0 A307 01 ISEE TABLE --s,,,, I THRU BOLTS, TYP. 0 P..q 0.0 r11 NEAR ENDS AND AT 24" O.C. S4 COPE .3" TYP F: NOTE: WHERE DISTANCE FROM I= I I I 1H, PANEL POINT DOES NOT EXCEED 6" FOR JST. GIRDER OR 3" FOR — LH TA5LE SPAN L SIZE UP TO 41-09 L3x3x3/lb W -l" TO W -V L4x3x1/4 (LLV) 61-10 TO 01-011 L5x3xI/4 (LLV) V -III TO Iff-O" L6x4x5A6 (LLV) RVACUNIT SUPPORTL6x4x5A6 (LLV) I OL T/ NEW BEAM '*f SEE PLAN 'Aof41 CONNECTION OF AWNING TO STEEL BEAM BY SUPPLIER. Z, 200 411F,1411'1 SEE NOTE 2 ON SHEET S201 &,; ..... ..... 1� cri -N N, ri NEW STEEL BEAM SEE PLAN B/CHANNEL 06 Y SEE PLAN —wv1Q1, alr%Ut.- IS NOT NEEDED. I _u L VERIFY W/ARCH c� STAGGERED �—SEE TABLE (u TYP. v JOIST CONCENTRATED LOAD 1 16 WIDE X3/8* THICK XCONT. PLATE, TYP. % g ...... ........... --- ---- .. . ......... REINF. DETAIL TYP. ROOF OPENING cam` w FOR LOADS ®OTHER THAN PANEL POINT LOCATIONS REMOVE FACESHELL AS REQ'D AND FILL CELLS SOLID W/ HVAC SUPPORT FMG. EXIST. 8" C.M.U. WALL 3000 PSI FLOWABLE GROUT, FIELD VERIFY PROVIDE FULLY GROUTED 8*x16" PIER, TYP. NEW STEEL COLUMN "o i SAWCUT EXIST. CMU. STEEL TYP "'M 1 4 SEE PLAN & SCHEDULE COL. FOR 8" MIN BRG. COL TO i I NEW 6x6x3/8 EMBED PLATE . . . . . . . 41 EA. END, TYP. EMBED 3 16 I I %V(2) 1/2-0 X 4- H.S. PLATE DRILL AND EPDXY INTO EXIST. NEW STEEL COLUMN SEE PLAN & SCHEDULE PRECAST LINTEL 00 NEW STOREFRONT DOOR A 3 STEEL COL., SEE PLAN g/ARCAND SCHEDULE. VERIFY H AND LOCATION W OPENING in A STOREFRONT SUPPLIER cu SECTION SECTION SEE SHORING NOTE ON Siol 3/4#s = 19-009 3/4" = V—Opp SECTION 0 1\�o I �01 xw REMOVE FACESHELL TO 3/4" — 1'-0" NOTE: SURROUNDING FRAMING NOT SHOWN FOR CLARITY INSTALL NEW #5 VERT.s. �01 NOTE: EXIST. C.M.U. AND SURROUNDING EA. CELL, GROUT SOLID FRAMING NOT SHOWN FOR CLARITY W/ 3000 PSI GROUT, TYP. NOTE: SURROUNDING FRAMING NOT SHOWN FOR CLARITY 16" N 0 MIN. #5 X 36- LONG DOWELS cu cu DRILL & EPDXY 6" INTOa— EXIST FTG. TYP. Q) c/) c/) 0 0 (D ELARGEMENT OF EXIST. OPENING IN EXIST. EXTERIOR CMU WALL - I'- < cu cn v uJ0 z 72 ELELEVATIONr5 i :7., a: ui EXIST. 80 C.M.U. WALL, 3/8" 10—opp E 0 4 0 U, �_ a C) ca ui FIELD VERIFY �01 0 uj U) r cn DRILL AND EPDXY 6" INTO EXIST. CONCRETE BEAM PRECAST LINTEL, TYP. -a b, Z b U- 0 q ,::L1 7:, m a r, T/EXIST. WINDOW Z FIELD VERIFY 0:" ui w 0 < cc z 0 0 z NEW HSS BEAM, U) Li PLAN Lu NEW 80 C.M.U. INFILL W/ o < U - TYPE MW -1 REINF. w 0 W PER SCHEDULE ON S101 J�, T/ NEW BEAM a - T SEE PLAN Lui vL SECTION 7 SECTION A/A" — 11—nn !E 0 cli SEC 110N 1 SECTION 2 z — 3/4" = 1* -0" S401 3/4" �01 (4) #5 X 36" LONG DOWELS (2) TOP, (2) BOTT. DRILL AND EPDXY 9 INTO EXIST. CMU. TYP. 3/8- STIFFENER EA. - 3/8STIFFENER EA. 1/4" CAP PLATE, TYP. ca EXIST. CMU. BOND BEAM OR CONC. C4 END OF CHANNEL, AND END OF CHANNEL, AND C-) TIE—BEAM AT TOP PF C.M.U. WALL 0 AT W-00 O.C. MAX. EA. AT 6'-0'- —On O.C. MAX, EA. NEW HSS BEAM, Lu EXISTING 8" C.M.U. WALL, CHANNEL, TYP. CHANNEL, TYP. NEW HSS BEAM, SEE PLAN #5 VERT AT 48O.C. MAXSEE FIELD VERIFY (L PLAN DRILL & EPDXY 6" INTO EXIST. 0 Z BOND BEAM, EXTEND 12" MIN. NEW DBL STEEL CHANNEL, W/ NEW DBL STEEL ------ OIL T/NEW BEAM 'r SEE PLAN INTO NEW CONC. BEAM, TYP. 16- WIDE X 3/8- CHANNEL, W/ ------------------------ 1 - ------------------- MA, THICK X CONT. 16 WIDE X 3/8 - BOTTOM PLATE, THICK X CONT. Lu —NEW CONC. BEAM SEE PLAN BOTTOM PLATE, TYP #5 X 36- LONG DOWEL s EE PLA N AND SEE PLAN ------ 1 4 DRILL & EPDXY 6" INTO SCHEDULE EXIST BOND BEAM, TYP. EXIST. CONC. BEAM OR CO co PRECAST LINTEL, C? 9 FIELD VERIFY rt cf) cn -3/8" STIFFENER EA. 0x10x3/4 STEEL TOP PLATE U) SIDE, TYP. CD SEE PLAN. cli Cjl 13/ BEAM NEW STEEL COLUMN "o i SAWCUT EXIST. CMU. STEEL TYP "'M 1 4 SEE PLAN & SCHEDULE COL. FOR 8" MIN BRG. COL TO i I NEW 6x6x3/8 EMBED PLATE . . . . . . . 41 EA. END, TYP. EMBED 3 16 I I %V(2) 1/2-0 X 4- H.S. PLATE DRILL AND EPDXY INTO EXIST. NEW STEEL COLUMN SEE PLAN & SCHEDULE PRECAST LINTEL 00 NEW STOREFRONT DOOR A 3 STEEL COL., SEE PLAN g/ARCAND SCHEDULE. VERIFY H AND LOCATION W OPENING in A STOREFRONT SUPPLIER cu SECTION SECTION SEE SHORING NOTE ON Siol 3/4#s = 19-009 3/4" = V—Opp SECTION 0 1\�o I �01 xw REMOVE FACESHELL TO 3/4" — 1'-0" NOTE: SURROUNDING FRAMING NOT SHOWN FOR CLARITY INSTALL NEW #5 VERT.s. �01 NOTE: EXIST. C.M.U. AND SURROUNDING EA. CELL, GROUT SOLID FRAMING NOT SHOWN FOR CLARITY W/ 3000 PSI GROUT, TYP. NOTE: SURROUNDING FRAMING NOT SHOWN FOR CLARITY 16" N 0 MIN. #5 X 36- LONG DOWELS cu cu DRILL & EPDXY 6" INTOa— EXIST FTG. TYP. Q) c/) c/) 0 0 (D ELARGEMENT OF EXIST. OPENING IN EXIST. EXTERIOR CMU WALL - I'- < cu cn v uJ0 z 72 ELELEVATIONr5 i :7., a: ui EXIST. 80 C.M.U. WALL, 3/8" 10—opp E 0 4 0 U, �_ a C) ca ui FIELD VERIFY �01 0 uj U) r cn DRILL AND EPDXY 6" INTO EXIST. CONCRETE BEAM PRECAST LINTEL, TYP. -a b, Z b U- 0 q ,::L1 7:, m a r, T/EXIST. WINDOW Z FIELD VERIFY 0:" ui w 0 < cc z 0 0 z NEW HSS BEAM, U) Li PLAN Lu NEW 80 C.M.U. INFILL W/ o < U - TYPE MW -1 REINF. w 0 W PER SCHEDULE ON S101 J�, T/ NEW BEAM a - T SEE PLAN Lui vL SECTION 7 SECTION A/A" — 11—nn !E 0 d8 cli z — c6 9 co Z Eu> ca C4 C) C-) 0 Q Lu co (L 0 Z Lu CLui CO co C? 9 Lu cf) cn U) C)l CD cli Cjl C) c) cj d8 cli z — c6 9 co Z Lu Y C4 C) C-) 0 Q Lu (L 0 S401 A. I Fire Protection Plan Scale: 3116'=1'-0" �/ 1 NirPITOP 81 11)C 0o �� NON -FUND \�8BARSTOOLS / T- \ / 0 a I� aoa MWIr 1 NICK TOPL 0 - ' I a - TABLE - - o_ as I a I _ I AREA OF PROPOSED NON -FIXED WORK 82 BAR STOOLS 0 1 00 aSPRINDLDADED ODAGUN a ORS BV ----------------------_ RTMIJ. I BM TOP MANl1FR LJLL LJ� a I if Fe DE PXY)C)C)CN Xe: '800A I PATIO BAR - ocxxx�o 3'COCKTAILS TION ; I 0a I i 35 131 ' _rast3RFrrrF 9eDaaNER T :IH:]: I a ; 953 95a 1 a> a Allllllllll 46 7 z /\ I ill 1 Y 1 G 1 1 1 1 4 (l``/11 43 I O ts' I %100 o y 43a �9 0 1 1 1 1 1 II !Iiflillllll i y ' 11 i a a. a � IIIlllnlllllll 11 �O i i n 2 Ny a w aJIB 1 I VVV Iona1 0a'xzr I i l a I NiCHTCP 1 •; -0 I' 1 1 a TABLE 95A 112I a ; b 100 ; a O a O 42 1 I mLE 0 I 0I 46 1 1� I I 11 Y 000 70 46 1 £ I 4� + 92 6,• N 7 WD 91NK :.1 0 7 �R^h TTi.1,iIITi__r I HIGH OP _ TAKE j`,„/) KE �\ ' s 125 � O � i SIS CORNER T i � �I .SODA GU ' S'COCKTAK Sf ItON __-- --aa - _ - �• --- ---------------- --- .. I_ B PATIO DINING - --------- -- ---------------------- > ---------- --------- 102 � a I \.� 000 I 9 Qj d" y0 DO 8 N4-4 ., `o \O • u kr) OO v C-4 Zs O w a� �a a .,\ w V� U U tL s W Z N � � 0 i sc� Cn ROCKWOOL PIPE INSULATION PARTITION OR WALL-- THROUGH PENETRATION 6" 6N (INSU- LATED PIPE ONLY) PIPE INSULATION (WHERE REQUIRED) 4,114 f1f] CONC. OR I i PIPE SLEEVE ( � FIRESTOP MATERIAL 2 3 4 5 MASONRY WALL ONLY ELEVATION - WALL PENETRATION Firestopping of Penetrations Through Walls Scale: None L, �' N_ Z FIRE PROTECTION SPRINKLER LEGEND Z SYMBOL ORF TEMP RESPONSE K -FAC FINISH MODEL STYLE PLATE MFG. 0 1/2” 1550 QUICK 5.6 CHROME F1FR RECESSED CHROME RELIABLE 0 1/2" 155° QUICK 5.6 BRASS F1FR UPRIGHT HD/GD RELIABLE 112" 155 QU 5. RA F1FR UPRIGHT NONE RELIABLE OO m F3QR DRY PENDENT 112" 155° 1 QUICK 1 5.6 BRASS I DH56 HSW I DRY SIDEWALL I CHROME RELIABLE 9 Qj d" y0 DO 8 N4-4 ., `o \O • u kr) OO v C-4 Zs O w a� �a a .,\ w V� U U tL s W Z N � � 0 i sc� Cn ROCKWOOL PIPE INSULATION PARTITION OR WALL-- THROUGH PENETRATION 6" 6N (INSU- LATED PIPE ONLY) PIPE INSULATION (WHERE REQUIRED) 4,114 f1f] CONC. OR I i PIPE SLEEVE ( � FIRESTOP MATERIAL 2 3 4 5 MASONRY WALL ONLY ELEVATION - WALL PENETRATION Firestopping of Penetrations Through Walls Scale: None L, �' N_ Z Z o O .- 0 O o W Y N O m La_ O W m m m FW- EL LLI � I N 04 2 m m J O C_D O CC W O O N_ Z o .- 0 O o W Y N O ¢ La_ O W PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2010- PLUMBING. 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 114" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 114" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. 8. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 10, ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 13, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS & LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS & ARCHITECTURAL DWGS. FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPE. 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 18. COLD AND HOT WATER PIPING SHALL BE CPVC OR PEX PIPE FOR UNDERGROUND WATER LINES. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG -L) FOR 24 HOURS, FLUSH LINES CLEAN AFTER COMPLETION. 19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR SANITARY AND STORM PIPING. 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 22. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 23. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADEIFLOOR AND PROVIDE VACUUM BREAKERS. 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 25. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 26. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 27. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 28. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECTIENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 29. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 30. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADE/SLAB. 31. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 32. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 33. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 34. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 35. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 36. 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. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 37. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 38. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 39. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. PLUMBING SYMBOL LEGEND - CW - TRAP PRIMER VALVE FW (MAXIMUM OF 4 DRAINS) SW 'PRECISION PLUMBING - - HW- - - PRODUCTS' GAS SUPPL - DOMESTIC HOT WATER RECIRCULATING --------------------- DISTRIBUTION UNIT GAS C❑NNECTI❑N AT REQUIRED WHEN USED EQUIPMENT FOR MORE THAN ONE SAN- FLOOR DRAI i " .. 1/2" TYPE "K' SOFT I RESTRAINT CABLE SEAMLESS COPPER WITH i -------------- NO JOINTS BELOW FLOOR B SLAB, SLOPE AT 1/8" PER ASTM D2846 MINIMUM TO FLOOR--\ FINISHED FLOOR /FOOT DRAIN CONNECTIONi GAS HOSE- - FLOOR CLEAN OUT NOTE FLOOR DRAIN --1 c FOR GAS SUPPLY ROUGH -INS AT CO❑KING - FLOOR SINK LINE: STUB FROM WALL OR BRANCH OFF - CHECK VALVE MAIN GAS LINE ACCORDING TO LOCAL SHUT-OFF VALVE CODES, CONNECT TO UNITS WITH QUICK BALANCING VALVE DISCONNECT HOSES, VERIFY HEIGHT OF PD MAIN GAS LINE, - RECIRCULATING PUMP C Gas Connection Detail2 Scale: n -- Trap Primer Detail y - CONNECTION, BOTTOM '- SCa e: None C AIR ADMITTANCE ALL HAND TMRM HAVE SIDE VALVE (STUD❑R n MINI -VENT) JOIST/BEAM 2323 UNIVERSAL n 3/8" BEAM /� 9=CLAMP RINNEL-�/ G/ -1-1/4'T❑ SINK FIG. 92 3/8" -3/8' A. T. -- 80 LB ICE CHEST ADJUSTABLE SWIVEL ROD 2 RING GRINNELL FIG. PERLICK 69 ES FOR 1/2' THRU 2' PIPE 1/2" Typical Pipe Hanger Detail 1 Air Admittance Valve Detail 3 TSD18BLW 4 1/2" Scale: None 1-1/2" Scale: None ---DRAIN FROM CLEANOUT AND ACCESS S/S 3 COMP. BAR SINK COVER. TOP OF COVER TO FIXTURE BE FLUSH W/TOP OF FLOOR STAINLESS STEEL FLOOR LINE FLOOR SINK 1-1/2" 4 - 70 1 AF RAM -1 ND ES OF PIPING SAME 1/2" AS CLEANOUT TO GRADE �- 3" WASTE PIPE (MINIMUM) 1 S/S BUS PAN Typical Floor Sink Detail NAT 4- Floor Cleanout Detail 5 N 6 1l2" Scale: None 1 Scale: None 3"x4" PIPE INCREASER. INSTALL MAY EXTEND AS CLEANOUT PLUG WASTE OR VENT TOP OF HUB 1" ABOVE FINISH EC/PC FLOOR(FOR RECEIVING 1/2" CONDENSATE ONLY). COUNTERSUNK NOTES FOR WALL SCREW FINISHED FLOOR CONST. REF. 2. ARCH. DWGS.! POLISHED S.S. T:� ° ° a ° ' • " ° 4 ° ACCESS COVER ° C CLEANOUT TEE ALL ROUGH -IN INFORMATION SHALL BE VERIFIED WITH THE APPROVED FOOD SERVICE EQUIPMENT SHOP DRAWINGS BEFORE BEGINNING P P P P P P P P INSTALLATION. 1/8" BEND AND END WASTE LINE OF LINE CLEANOUT 4. LENGTH TO SUIT WASTE LINE, IF PROVIDE DEEP SEAL P -TRAP ONLY IF APPLICABLE CONNECTED TO SANITARY SEWER WYE FITTING FLOW i THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES, TRAPS, TAILPIECES, INTERCONNECTING PIPING AND ASSOCIATED FITTINGS Hub Drain Detail REQUIRED FOR THE FOOD SERVICE EQUIPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. Wall Cleanout Detail 7 8 Cr Scale: None Scale: None PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.: FLORIDA BUILDING CODE 2010- PLUMBING. 2. ALL SANITARY PIPING 2-1/2" OR LESS SHALL HAVE A 114" PER FOOT SLOPE. ALL SANITARY PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING 2-1/2" OR LESS SHALL HAVE A 114" PER FOOT MINIMUM HORIZONTAL SLOPE. ALL STORM WATER PIPING 3" OR LARGER SHALL HAVE A 1/8" PER FOOT MINIMUM HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS: JOSAM, WATTS AND SIOUX CHIEF. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 5. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 6. ALL WATER SUPPLY AND SANITARY LINES SHALL RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR FIXTURES. 8. CHANGES IN THE DIRECTION OF SANITARY PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT. I.E.: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, USE OF SHORT RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION. 9. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 10, ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 11. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES THE INSTALLATION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010 PLUMBING, ARTICLE 603.2.CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. 12. ALL FLOOR DRAINS SHALL BE PROVIDED WITH A TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 13, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE WITH THE USE OF 45° FITTINGS. 14. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 15. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS & LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS & ARCHITECTURAL DWGS. FOR RATED WALLS, CEILINGS AND FLOOR INFORMATION. 16. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL.THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPE. 17. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLANS. 18. COLD AND HOT WATER PIPING SHALL BE CPVC OR PEX PIPE FOR UNDERGROUND WATER LINES. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG -L) FOR 24 HOURS, FLUSH LINES CLEAN AFTER COMPLETION. 19. SOIL, WASTE AND VENT PIPING SHALL BE PVC: ASTM D2665 SCHEDULE 40. FITTINGS: PVC DWV JOINTS: ASTM WELD. PROVIDE CAST IRON PIPE AND FITTINGS FOR SOIL, WASTE AND VENT PIPING LOCATED IN CEILING PLENUMS. 20. PROVIDE CLEANOUTS AT BASE OF EACH VERTICAL STACK AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS AND AT 100 FOOT INTERVALS OF HORIZONTAL RUNS FOR SANITARY AND STORM PIPING. 21. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 22. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITIES. 23. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADEIFLOOR AND PROVIDE VACUUM BREAKERS. 24. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS, PLUMBING FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. 25. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF EXISTING SEWERS IN WHICH NEW SEWER LINES ARE TO BE CONNECTED PRIOR TO INSTALLATION. 26. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 27. CONTRACTOR SHALL ROUGH -IN ALL WASTE AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 28. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECTIENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 29. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE. 30. ALL BELOW GRADE/SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADE/SLAB. 31. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR DRAINS (IF ANY) LOCATED WITHIN TOILET ROOMS. 32. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 33. COORDINATE EXACT LOCATION OF FLOOR DRAINS FOR HVAC EQUIPMENT WITH MECHANICAL CONTRACTOR. CONDENSATE PIPING SHALL NOT DISCHARGE INTO SANITARY SYSTEM. 34. ROUTE WATER LINES TIGHT TO STRUCTURE. COORDINATE ROUTING TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 35. IF THE INTENT OF THE DRAWINGS AND/OR SPECIFICATIONS IS UNCLEAR OR HAS MORE THAN ONE INTERPRETATION, IT SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTIONS AND/OR PROVIDE EXPLANATION IN WRITING. 36. 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. THE CONTRACTOR SHALL ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS PRIOR TO SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO CONTRACTORS FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 37. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURERS AND EQUIPMENT SPECIFIED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER IS SPECIFIED FOR ONE ITEM, ANY ONE OF THE MANUFACTURERS LISTED MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED, HE MUST AT THE TIME OF BIDDING SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 38. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERY WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 39. DO NOT PENETRATE WALL FOOTINGS WITH PIPING. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. PLUMBING SYMBOL LEGEND - CW - - DOMESTIC COLD WATER FW - DOMESTIC FILTERED COLD WATER SW - DOMESTIC SOFTENED COLD WATER - - HW- - - - DOMESTIC 1207 HOT WATER - - - - - HWR- - - - - - DOMESTIC HOT WATER RECIRCULATING --------------------- -VENT G - NATURAL GAS GR - GREASE SAN- - SANITARY GR(E) - EXISTING GREASE SANE) - EXISTING SANITARY -------------- -EXISTING VENT B - CONNECT TO EXISTING ASTM D2846 HOSE BIBB 1" WALL CLEANOUT B - FLOOR CLEAN OUT o - FLOOR DRAIN NONE - FLOOR SINK N - CHECK VALVE ALL SHUT-OFF VALVE LLm BALANCING VALVE S -UNION UNDERGROUND COLD WATER - RECIRCULATING PUMP C -CAP -- CONNECTION, TOP y - CONNECTION, BOTTOM '- - ELBOW, TURNED UP C - ELBOW, TURNED DOWN ALL HAND TMRM HAVE SIDE - TEE, TURNED UP n - TEE, TURNED DOWN PLUMBING FOOD SERVICE NOTES 1. ALL SERVICE LINES FOR WATER AND GAS SHALL BE SIZED TO PROVIDE FULL FLOW VOLUME FOR ALL ITEMS SUPPLIED ON RESPECTIVE MAINS AND BRANCHES. IDENTIFY ALL LINES WITH PERMANENT LABELS FOR THE SERVICE THEY PROVIDE. 2. INDIRECT WASTE LINES TO TERMINATE AT CENTER LINE OF HUB DRAINS WITH REQUIRED AIR GAP AND RIGIDLY SECURED TO EQUIPMENT WITH S/S ROUND HEAD SCREWS AND STRAPS TO MAINTAIN PROPER ALIGNMENT TO PREVENT SPLASH OVER. 3. ALL HOT AND COLD WATER SERVICE LINES, EXCEPT SHORT BRANCHES EXTENDED AND CONNECTED TO FIXTURES, SHALL BE INSULATED. ALL EXPOSED INSULATED LINES SHALL BE COVERED WITH PROTECTIVE COVERING TO SUIT THE APPLICATION. 4. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT, BELOW EQUIPMENT, SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION ABOVE FLOOR, TO PROVIDE CLEARANCE FOR CLEANING. NO LINES SHALL LAY ON FLOOR. 5. ALL PIPING ROUTED THROUGH OR NEAR EQUIPMENT OR COUNTERS SHALL NOT INTERFERE WITH THE INTENDED USE OF, OR SERVICING OF, EQUIPMENT OR COUNTERS, 6. ALL EXPOSED PIPING AND FITTINGS SHALL BE CHROME PLATED OR STAINLESS STEEL. TAIL PIECES FOR SINKS SHALL BE 17 GAUGE CHROME PLATED FLARED BRASS TUBING FOR CONNECTION TO 1-112" I.P.S. MALE THREAD FITTING. "P" TRAPS SHALL BE CHROME PLATED BRASS, UNIFORM CODE PATTERN. 7. STOPS SHALL BE FURNISHED AND INSTALLED ON ALL HOT AND COLD WATER LINES AT EQUIPMENT. PROVIDE ALL REQUIRED SHUT-OFF VALVES, CHROME FINISH. 8. KITCHEN EQUIPMENT DIVISION SHALL PROVIDE ALL FOOD SERVICE EQUIPMENT FAUCETS. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT. 9. EQUIPMENT SINKS ARE PROVIDED WITH 1-1/2" WASTE CONNECTIONS. 10. ALL WASTES, DIRECT OR INDIRECT, SHALL BE FURNISHED AND INSTALLED BY THE PLUMBING CONTRACTOR EXCEPT AS NOTED ON UTILITY PLANS. MINIMUM SIZE INDIRECT WASTES SHALL BE 1" REGARDLESS OF SIZE OF CONNECTION AT EQUIPMENT. REDUCING FITTINGS BY P.C. 11. ADEQUATE CLEAN-OUT PROVISION SHALL BE MADE FOR ALL WASTE LINES BY MEANS OF PLUGGED "T' FITTING EXTENDED TO ACCESSIBLE POSITION. 12. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL DRAIN LINES FROM COLD STORAGE ROOM EVAPORATORS TO DRAIN LOCATIONS WITH 4"/12" MINIMAL PITCH AND "P" TRAP IN END OVER FLOOR RECEPTOR. DRAIN LINES SHALL BE "I" MINIMUM. EACH EVAPORATOR SHALL HAVE A SEPARATE DRAIN LINE. 13. WATER SERVICES FOR PORTABLE & COUNTER TOP APPLIANCES SHALL BE CONNECTED TO EQUIPMENT WITH STAINLESS STEEL FLEXIBLE HOSES AND QUICK DISCONNECT FITTINGS. HOSES SHALL BE A.G.A. APPROVED FOR I COMMERCIAL KITCHEN EQUIPMENT, WATER HOSES SHALL BE COVERED WITH A THICK FIRE RESISTANT PLASTIC OR POLY COATING. 14. COORDINATE ALL PLUMBING PIPING CONNECTIONS WITH FOOD SERVICE DRAWINGS, EQUIPMENT AND THEIR REQUIREMENTS. 15. ALL FLOOR DRAINS AND CLEAN-OUT BODY/GRATE/COVER SHALL BE BRONZE. FLOOR SINKS ARE OF STAINLESS STEEL. PVC, BRASS AND PROCELAIN MATERIALS ARE NOT ACCEPTABLE. 16. ALL HUB DRAINS/OPEN WASTE RECEPTORS SHALL BE POSITIONED AGAINST WALL AT DRAIN OUTLETS OR INDICATED LOCATIONS OF EQUIPMENT. CONTRACTOR TO COORDINATE INSTALLATION LOCATION OF ALL EQUIPMENT DRAINGE WITH FOOD SERVICE CONSULTANT AND ARCHITECTURAL FLOOR PLANS PRIOR TO START OF CONSTRUCTION/BIDDING. 17. ALL DRAIN LINE RUNS TO MINIMUM IN LENGTH, STRAIGHT, TRUE WITH WALLS/EQUIPMENT AND ROUTED/MOUNTED AS CLOSE TO POSSIBLE TO UNDERSIDE OF EQUIPMENT OUT OF SIGHT WITH S/S ROUND HEAD SCREWS AND STRAPS. 18. CONTRACTOR SHALL CLEAN GREASE PIPING AND GREASE TRAP. COORDINATE CLEANING PRACTICE WITH AUTHORITY HAVING JURISTICTION PLUMBING SPECIFICATIONS TRAP PRIMER VALVE ® AIR ADMITTANCE VALVE ADJUSTABLE, 1/2' NPT INLET AND OUTLET, CORROSION RESISTANT BRASS TRAP PRIMER 6 DFU, SURE -VENT AIR ADMITTANCE VALVE WITH 1 '/:" PVC NPT THREADS & 1-1/2" PVC VALVE WITH DISTRIBUTION UNIT SERVING UP TO 4 DRAINS. INSTALL MINIMUM OF 12" ABOVE ADAPTER. INSTALL PER MANUFACTURERS REQUIREMENTS. FINISHED FLOOR WITH CLEAR PLASTIC COVER. o„L1,0 „E BASIS OF DESIGN PRECISION PLUMBING PRODUCTS - P-1 ® CIRCUIT SETTING BALANCING BALL VALVE BRONZE BODY, BRASS BALL WITH TFE SEAT RINGS, BRASS READ OUT VALVES WITH EPT CHECK VALVES AND EPDM STEM 0 -RINGS. VALVE SHALL BE RATED FOR 200 PSI AND A WORKING TEMPERATURE OF 250°F. BASIS OF DESIGN BELL AND GOSSETT - MODEL CB TRENCH DRAIN 6"WIDE X 80" LONGPRE-SLOPED TRENCH DRAINAGE SYSTEM, GLASS -FILLED POLYESTER FIBERGLASS DRAIN CHANNEL WITH .75% BOTTOM SLOPE, MODULAR SECTIONS WITH INTERLOCKING ENDS, COATED STEEL FRAME WITH ANCHORS & LEVELING DEVICES, SLOTTED STAINLESS STEEL GRATE WITH LOCKDOWN HARDWARE. PROVIDE TRAP PRIMER ADAPTOR. BASIS OF DESIGN ZURN - Z886 -RFS TRENCH DRAIN 6"WIDE X 48" LONG PRE -SLOPED TRENCH DRAIN SYSTEM. GLASS -FILLED POLYPROPYLENE FRAME, POLYPROPYLENE CHANNELS WITH INTEGRAL 4" NO HUB BOTTOM OUTLET. SYSTEM SHALL BE FRAME -ANCHORED, WITH STAINLESS STEEL SLOTTED GRATE, SYSTEM TO INCLUDE FRAME CONNECTORS, GRATE LOCKDOWNS, TRAP PRIMER ADAPTOR AND CONSTRUCTION COVERS. INSTALLATION TO BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. BASIS OF DESIGN WATTS - PI-IA-RGS ® FLOOR SINK 12"X12"X8" DEEP, CAST IRON BODY WITH WHITE ACID RESISTING PORCELAIN ENAMEL INTERIOR AND TOP, ALUMINUM ANTI -SPLASH INTERIOR DOME STRAINER. BASIS OF DESIGN J.R. SMITH - 3039 -12 -CI ® HUB DRAIN FIELD FABRICATED HUB DRAIN. BASIS OF DESIGN FIELD FABRICATED PIPING MATERIAL SCHEDULE EQUIPMENT SCHEDULE SIZE I MATERIAL SCHEDULE/TYPE DESCRIPTION MFG. MODEL NO. Water and Gas Floor Plan PLUMBING Plumbing Riser Diagrams GH -1 REMARKS w THICKNESS 112" ABOVE GROUND COLD WATER ALL o = w w w SEE NOTE 2 ABOVE GROUND HOT WATER �12 M Q ASTM D2846 FG 1" z SANITARY ALL o NOTE 3 NONE �z NO HUB VENT ALL C.I.OR PVC LLm z S U UNDERGROUND COLD WATER UP T01" 7 3 S/S HAND SINKA BAR KROWNE HS -5 ES PC 1/2" 112" 1-112" ALL HAND TMRM HAVE SIDE 311 n DROP-IN POST MIX DISPENSER CORENELIU 2323 UNIVERSAL ES EC/PC CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING 3/8" 112" 80 LB ICE CHEST 34 2 S/S COCKTAIL STATION PERLICK TSD361C8 ES PC 1/2" 35 1 S/S BLENDER STATION -BAR PERLICK TSD18BLW ES 1/2" 112" 1-1/2" W/ SIDE SPLASH GUARDS 43 1 S/S 3 COMP. BAR SINK PERLICK TSD53C ES PC 1/2" 1/2" 1-1/2" WI SIDE SPLASH GUARDS 70 1 S/S HAND SINK @ WAITSTATION RAM CUSTOM ES PC 1/2" 1/2" 1-1/2" 92 1 S/S BUS PAN CUSTOM NAT 4- - NAT N 1l2" 12 1 PATIO BAR GLASS DISWASHER ECOLAB MOYER DIESEL# DF EC/PC 1/2" 1/2" 1-1/2" NOTES 1. FOR EXACT LOCATIONS OF KITCHEN EQUIPMENT AND REQUIRED PLUMBING CONNECTIONS REFER TO FOOD SERVICE EQUIPMENT DRAWINGS. 2. NUMBER DESIGNATION ON THIS SCHEDULE CORRESPOND WITH THE NUMBER LISTED IN EQUIPMENT SCHEDULE ON FOOD SERVICE DRAWINGS. 3. ALL ROUGH -IN INFORMATION SHALL BE VERIFIED WITH THE APPROVED FOOD SERVICE EQUIPMENT SHOP DRAWINGS BEFORE BEGINNING 0 0 INSTALLATION. 4. ALL FOOD SERVICE EQUIPMENT SHALL BE INSTALLED AND PIPED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. 5. ALL EXPOSED PIPING AND EQUIPMENT SHALL BE CHROME PLATED BRASS OR STAINLESS STEEL. ww THE PLUMBING CONTRACTOR SHALL PROVIDE AND INSTALL ALL VALVES, TRAPS, TAILPIECES, INTERCONNECTING PIPING AND ASSOCIATED FITTINGS 6' REQUIRED FOR THE FOOD SERVICE EQUIPMENT TO PROVIDE AND COMPLETE THE WORKING SYSTEM. PIPING MATERIAL SCHEDULE SERVICE SIZE I MATERIAL SCHEDULE/TYPE INSULATION REMARKS I Water and Gas Floor Plan EXISTING BTU'S = 2,117,799 Plumbing Riser Diagrams GH -1 10 TYPE THICKNESS 112" ABOVE GROUND COLD WATER ALL CPVC ASTM D2846 FG 1" SEE NOTE 2 ABOVE GROUND HOT WATER ALL CPVC ASTM D2846 FG 1" SEE NOTE 2 SANITARY ALL C.I.OR PVC NOTE 3 NONE - NO HUB VENT ALL C.I.OR PVC SCH. 40 NONE - SEE NOTE 1 UNDERGROUND COLD WATER UP T01" PEX ASTM F 1281 NONE - - UNDERGROUND HOT WATER UP T01" PEX ASTM F 1281 NONE - - n 1. WASTE AND VENT PIPING IN PLENUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. 2. FIBERGLASS PIPE INSULATION: MINERAL OR GLASS FIBERS BONDED WITH A THERMOSETTING RESIN. SEMIRIGID BOARD MATERIAL WITH FACTORY -APPLIED ASJ COMPLYING WITH ASTM C 1393, OR WITH PROPERTIES SIMILAR TO ASTM C 612. NOMINAL DENSITY IS 2.5 LB/CU. FT. OR MORE. THERMAL CONDUCTIVITY (K VALUE) AT 100 DEG. F (55 DEG. C) IS 0.29 BTU X IN./H X SQ.FT. X DEG. F (0.042 W/M X K) OR LESS. ALL SERVICE JACKET (ASJ): WHITE, KRAFT -PAPER, FIBERGLASS -REINFORCED SCRIM WITH ALUMINUM -FOIL BACKING; COMPLYING WITH ASTM C 1136, TYPE MANUFACTURER: A. CERTAINTEED CORP., B. JOHNS MANVILLE, C. KNAUF INSULATION, D. OWENS CORNING 3. FOR PVC ONLY SCHEDULE 40 DWV. FOAM CORE PVC NOT ALLOWED. ® FLOOR CLEANOUT DURA -COATED CAST IRON BODY W/GAS AND WATERTIGHT TAPERED THREAD PLUG AND ROUND SCORIATED TOP ADJUSTABLE TO FINISHED FLOOR. BASIS OF DESIGN ZURN - Z-1400 ® WALL CLEANOUT DURA -COATED CAST IRON BODY CLEANOUT TEE, WATERTIGHT TAPERED THREAD PLUG, ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. BASIS OF DESIGN ZURN - Z-1446 CM THERMOSTATIC MIXING VALVE VALVE SHALL BE MACHINED FROM A SOLID BRASS FORGING. ALL INTERNAL COMPONENTS SHALL BE MANUFACTURED FROM STAINLESS STEEL OR OTHER CORROSION RESISTANT MATERIAL. THE VALVE SHALL BE CSA B125 CERTIFIED AND MEET THE REQUIREMENTS OF ASSE 1070. MINIMUM CAPACITY SHALL BE 3.5 GPM @ 45 PSIG DIFFERENTIAL AND MUST CONTROL DOWN TO LESS THAN 0.5 GPM. CONTROL TEMPERATURE MUST BE ADJUSTED BETWEEN 85"F AND 110"F WITH A LOCKING NUT TO PREVENT UNAUTHORIZED OR ACCIDENTAL ADJUSTMENT. THE VALVE SHALL CONTAIN INTEGRAL CHECKS TO PREVENT CROSSFLOW. POWERS "HYDROGUARD" SERIES 480 ® HOSE BIBB BRASS HOSE BIBB WITH POLISHED CHROME FINISH, VANDAL PROOF VACUUM BREAKER, BACK FLOW PREVENTER, 314" MALE HOSE THREAD, WHEEL HANDLE ENCLOSED IN BRASS CASTING, CHROME PLATED, LOCKING RECESSED BOX OPERATED BY LOOSE KEY. BASIS OF DESIGN WOODFORD 24B ® BACK FLOW PREVENTER BRONZE BODY REDUCED PRESSURE PRINCIPAL BACK FLOW PREVENTER WITH STRAINER AND BALL VALVES. BASIS OF DESIGN WATTS - 909 QTS DRAWING INDEX GAS UTILITY DISTRIBUTION SYSTEM TITLE TAG QTY. DESCRIPTION BTU LOAD (TOTAL) PIPE CONNECTION SIZE Water and Gas Floor Plan EXISTING BTU'S = 2,117,799 Plumbing Riser Diagrams GH -1 10 GAS UNIT HEATER 136,000 112" N E3 w o Q � O ., `O \O U ;_4 v- r14 TOTAL ADDITIONAL BTU'S = 340,000 1. GAS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH 2010 FLORIDA FUEL GAS CODE. 2. ALL GAS EQUIPMENT SHALL BE AGA APPROVED. 3. THE INSTALLATION SHALL BE FOR NATURAL GAS. 4. THE INSTALLING SUBCONTRACTOR SHALL BE LICENSED FOR THE INSTALLATION OF NATURAL GAS. 5. THE GAS METER PRESSURE REGULATOR SHALL DELIVER PRESSURE OF 1.0 PSI, 0.5 IN WC PRESSURE DROP. 6. GAS PIPING SHALL BE SCHEDULE 40, WELDED AND SEAMLESS, WROUGHT STEEL PIPE. (ASME B36.10). 7. GAS PIPING OUTSIDE OF BUILDING SHALL BE PAINTED WITH BLACK "RUSTOLEUM" PAINT. THE GENERAL 2 CONTRACTOR SHALL PAINT EXPOSED PIPING IN CUSTOMER AREA. 8. GAS PIPING SHALL BE HUNG TIGHT TO THE ROOF STRUCTURE, AS SHOWN ON THE PLAN AND SUPPORTED WITH HANGERS BY GRINNELL OR EQUAL. 9. BRANCH TAPS SHALL BE MADE OFF OF THE TOP OF THE PIPING. 10. CONNECTION AT EACH GAS APPLIANCE SHALL INCLUDE; AN INVERTED TRAP, A GAS COCK, A QUICK DISCONNECT, A UNION, AND A DIRT LEG. 11. INTERFACE GAS SOLENOID VALVE WITH HOOD FIRE SUPPRESSION SYSTEM. DRAWING INDEX SHEET TITLE P001 Plumbing General Information P101 Sanitary and Vent Floor Plan P102 Water and Gas Floor Plan P401 Plumbing Riser Diagrams E N � C., a a g w C,U U) L 0 V CU L 0 U M N N C7 L. J U_ pp = D¢w oaf U M V^ LU Z 0- QO J w wN Q J U 0 0 L _-6-9 Q _0 w 0 -TUN Q "M a� a -a U) a) 'a w LUM m 72 U ~ `0 LU C O C � Cn CL C 0 -0. 0 CU E L 0 C: CU �0 V w E w LU x w z N w LU N N Y CN ob u" coo 0 ULL O > z _N 00 <= O 0 §2w N E3 w o Q � O ., `O \O U ;_4 v- r14 V (0, 5 � w C,U U) L 0 V CU L 0 U M N N C7 L. J U_ pp = D¢w oaf U M V^ LU Z 0- QO J w wN Q J U 0 0 L _-6-9 Q _0 w 0 -TUN Q "M a� a -a U) a) 'a w LUM m 72 U ~ `0 LU C O C � Cn CL C 0 -0. 0 CU E L 0 C: CU �0 V w E w LU x w z N w LU N N Y CN ob u" coo 0 ULL O P001 z _N O 0 §2w N E3 w o Q � V _ co o o 0 > 2 w m coco z W_ a LU N N i 0 0 ww o 0 Cr P001 z _N 0 §2w N E3 w o Q � V _ a o o 0 P001 MEN'S RR 105 EXISTING 6"SANITARY PIPING. EXISTING 6"GR PIPING TO EXISTING GREASE INTERCEPTORS. CONTRACTOR TO FIELD VERIFY EXACT SIZE, INVERT ELEVATIONS AND LOCATIONS OF EXISTING GREASE INTERCEPTORS AND VERIFY THAT THEY CAN ACCOMMODATE ADDITIONAL CAPACITY (SEE GREASE CALL. ON THIS SHEET). CONTRACTOR TO ADD ADDITIONAL GREASE INTERCEPTORS AS REQUIRED TO COMPLY WITH CALCULATION. rl WOMEN'S RR 106 , DINING ROOM 100 WALK-IN FREEZER 110 0 L)CI MECH. ROOM O 115 FCO(E) WALK-IN COOLER 109 WALK-IN COOLER 106 DRY STORAGE 107 0 0 0 0 0 `1 1 0 `1 ELEC. ROOM 116 ENCLOSURE xrrC%w 111 BEER COOLER 114 EXISTING 4"GR CONTROL RM 104 0 0 0 0 0 PROVIDE 6"PVC CONDUIT UNDER SLAB FOR BEER LINES. (TYP 4) ALL ELBOWS TO BE LONG RADIUS. SUPPLY WITH ULL CORD FOR INSTALLATIQt PANTRY 113 OFFICE 112 rPROVIDE 4"PVC CONDUIT UNDER FOR SODA LINES. ALL ELBOWS T l LONG RADIUS. SUPPLY WITH PUL ! CORD FOR INSTALLATION. ooaa-o � ow Moao 9- M �i`�rrili MOW— Plumbing Sanitary & Vent Plan Scale: 1/4"=1'4r 1 2 3 4 7 TRAP AND INITI 5' OF PIPE TO BE --------------- C Q DRAWING NOTE O FOR EQUIPMENT INFORMATION, REFER TO EQUIPMENT SCHEDULE ON SHEET P0.1 TAG NOTES O CONNECT NEW 4 -GREASE PIPE TO EXISTING 6" GREASE PIPE. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR TO CONSTRUCTION. O ROUTE (1) 4" UNDERGROUND CONDUIT FOR SODA LINES AND (4) 6" UNDERGROUND CONDUITS FOR BEER LINES UP IN CHASE. ROUTE CONDUIT ABOVE CEILING TO EXISTING SODA AND BEER SYSTEMS. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SODA AND BEER SYSTEMS AND COORDINATE CONDUIT ROUTING UNDERGROUND AND ABOVE CEILING. 3O (2) EXISTING GREASE INTERCEPTORS TO REMAIN. CONTRACTOR SHALL CLEAN GREASE PIPING AND GREASE INTERCEPTORS. COORDINATE CLEANING PRACTICE WITH AUTHORITY HAVING JURISDICTION. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND LOCATION OF GREASE INTERCEPTORS PRIOR TO CONSTRUCTION. GREASE INTERCEPTOR RESTAURANT 7 S x GS x HR/12 x LF x PS =Gallons of Interceptor 4"GR 251 GS GALLONS OF WASTEWATER PER SEAT = 111 -------------------------------------------------- PATIODINING --- PROVIDE 4"PVC CONDUIT 102 UNDER SLAB FOR SODA LINE; HR HOURS OF OPERATION = ALL ELBOWS TO BE LONG LF LOADING FACTOR = RADIUS. SUPPLY WITH PULL 2.00 - INTERSTATE, HIGHWAY CORD FOR INSTALLATION. - PANTRY 113 OFFICE 112 rPROVIDE 4"PVC CONDUIT UNDER FOR SODA LINES. ALL ELBOWS T l LONG RADIUS. SUPPLY WITH PUL ! CORD FOR INSTALLATION. ooaa-o � ow Moao 9- M �i`�rrili MOW— Plumbing Sanitary & Vent Plan Scale: 1/4"=1'4r 1 2 3 4 7 TRAP AND INITI 5' OF PIPE TO BE --------------- C Q DRAWING NOTE O FOR EQUIPMENT INFORMATION, REFER TO EQUIPMENT SCHEDULE ON SHEET P0.1 TAG NOTES O CONNECT NEW 4 -GREASE PIPE TO EXISTING 6" GREASE PIPE. CONTRACTOR TO VERIFY EXACT SIZE, LOCATION AND INVERT ELEVATION OF EXISTING PIPE PRIOR TO CONSTRUCTION. O ROUTE (1) 4" UNDERGROUND CONDUIT FOR SODA LINES AND (4) 6" UNDERGROUND CONDUITS FOR BEER LINES UP IN CHASE. ROUTE CONDUIT ABOVE CEILING TO EXISTING SODA AND BEER SYSTEMS. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING SODA AND BEER SYSTEMS AND COORDINATE CONDUIT ROUTING UNDERGROUND AND ABOVE CEILING. 3O (2) EXISTING GREASE INTERCEPTORS TO REMAIN. CONTRACTOR SHALL CLEAN GREASE PIPING AND GREASE INTERCEPTORS. COORDINATE CLEANING PRACTICE WITH AUTHORITY HAVING JURISDICTION. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND LOCATION OF GREASE INTERCEPTORS PRIOR TO CONSTRUCTION. GREASE INTERCEPTOR RESTAURANT SIZING CALCULATION S x GS x HR/12 x LF x PS =Gallons of Interceptor S NUMBER OF SEATS IN DINING AREA = 251 GS GALLONS OF WASTEWATER PER SEAT = 25 (10 W/O DISHWASHER) 0 (25 WITH DISHWASHER) HR HOURS OF OPERATION = 14 LF LOADING FACTOR = .75 2.00 - INTERSTATE, HIGHWAY CO) 1.50 - OTHER FREEWAYS 1.25 - RECREATIONAL AREA 1.00 MAIN HIGHWAY co O� 0.75 - OTHER HIGHWAY lb TOTAL CAPACITY REQUIRED (GALLONS) F5500 PER FLORIDA BUILDING CODE - PLUMBING 2010 O U Cd P-4 w V� U C w L O Cu 1` C U M CW) _ N N M L � U_ p Q= D OQ; ] 0wM uj Z 0 J Co z W LL NQ J U Cq -6-1 Cu �00 00 0 N Q 0 CO) ^Cu L.1 co O� 1101.0 lb u 0 O DUN M N C'7 Z N vI Q) VC w L U li �yJ _ di 3 UCo C Lo A a Cd P-4 w V� U C w L O Cu 1` C U M CW) _ N N M L � U_ p Q= D OQ; ] 0wM uj Z 0 J Co z W LL NQ J U I Cu L _0 Cu Cu Lu 'EJ H Cu w w �/V / Cn 0 -6-1 Cu Z 0 N Q 0 CO) ^Cu L.1 Z3 m m C6 0 O DUN M N C'7 Z N vI Q) VC w L U li �yJ _ di 3 UCo C Lo A a I Cu L _0 Cu Cu Lu 'EJ H Cu w w �/V / Cn P101 N Z 0 N W_ CO) Z3 m m C6 O jr M N Z w z Z� �yJ a H W N N `W x P101 N Z N S Z3 C6 O Z w N �yJ P101 EXISTING GAS METER AND REGULATOR BY GAS COMPANY. CONTRACTOR SHALL VERIFY WITH LOCAL GAS COMPANY EXISTING SERVICE CAN SUSTAIN AN ADDITIONAL 340 MBH @ 200'-0". CONTRACTOR TO PROVIDE NEW TAP IF REQUIRED. .. o Plumbing Domestic Water & Gas Plan 2 3 4 5 smle:114"=1'-0" DRAWING NOTE O# FOR EQUIPMENT INFORMATION, REFER TO EQUIPMENT SCHEDULE ON SHEET P0.1 TAG NOTES O CONNECT NEW 3/4"HWR,1"1400F HW,1"CW 8112"SW TO EXISTING PIPE. CONTRACTOR TO FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING PIPE PRIOR TO CONSTRUCTION. O CONNECT NEW 1"FW TO EXISTING FW IN CEILING SPACE. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF PIPE PRIOR TO CONSTRUCTION. 0 314"FW CONNECTION TO MISTING PUMP. CONTRACTOR TO COORDINATE EXACT LOCATION OF PUMP PRIOR TO CONSTRUCTION. ®314"HWR,1"140°F HW,1"CW 8112"SW DOWN IN WALL. ROUTE PIPING UNDER SLAB. 0 1"HW,1"CW 8 314"HWR UP BELOW COUNTER AND ROUTE BEHIND EQUIPMENT. © CONNECT NEW 1-1120GAS TO EXISTING 2-112"GAS PIPE IN CEILING SPACE. CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF PIPE PRIOR TO CONSTRUCTION. cd a W V� a�a L 0 U cu s` 0 U _ N N cu ch L J 0 lL W M V w � z W Q Z .�� W 1..` N Q J U N r-4 O r--1 U Q' N O O 0 O N f+ ~ u � .--+ cn d p O 0 0UN � M .�. cO cn'' ^^ C -d N .0 Lu LVA 372 N �Oaayw _� 0 Lr)U) a cd a W V� a�a L 0 U cu s` 0 U _ N N cu ch L J 0 lL W M V w � z W Q Z .�� W 1..` N Q J U w H w Lu 2 U Ni LL cn cu (D cc L. 0 co N d Z O o U N_0Lu L 0 O N f+ ~ u 0 cn d p O 0 0UN � M .�. cO cn'' ^^ C -d N .0 Lu LVA 372 UC w _� 0 Lr)U) a w H w Lu 2 U Ni LL cn cu (D cc L. 0 co P1 02 N d Z CD o U N_0Lu c Q Y -' N w 6 ~ u d p O U P1 02 31 92 FS,1 APS g 1 ER STPTI.� -AAV rolFlo � S � 43 OMP SII B�E�ID . I' COG�PI I � I I � PCO SINK To,1 4"GR TO'2 I I � 0 v SINK IAS \ I I 1 FCO 7 woo Ti ON 2 I D SINK H0.1 STAB 12 COCKfpl OO S,1eSV�PSHER Plumbing Gas Riser Diagram Scale: NTS O� 60OWRIMER "CPP wR TRP 1 FOTlpf� 'e"'o 10Csv� Hop HW W 6 112"SVS UP '140 '1' P SINK p'fl 1123,00 � TO 112'1bo�0�ER as 9EER I oo, 010 �P 112 "CW SINK NK ONO o 5 & 112"S R °F R5 WASTE 1121 X55 Sanitary & Vent Riser Diagram �P Scale: NTS Plumbing Domestic Water Riser Diagram Scale: NTS V�R� TO No 31 & 112"5G 05 CON�IE �O INC 10140 w0 PIPE Gv, fmv I i i ' 140 OOW �P &o1,�O S .✓ T 9 V--4 I V° o� L 0 U Cu L 0 U M M _ N N M a- J W u - CO ('gym J W d ~ N Q J U M U GJ 14 U Cn N �o ;>00 N ca L 00 cO ¢r 0 Nr--4 •--, Q a� 0 i;4 - 2 ca CL Cn w m Q 0 a+ 'b P- � M tot Cn N C d w L'UU- ( W C 7 J Oaa.�� H o GNCc U) W 9 V--4 I V° o� L 0 U Cu L 0 U M M _ N N M a- J W u - CO ('gym J W d ~ N Q J U M U GJ 14 U Cn N 0 N ca L C6V cO ¢r 0 N w Q W 0 i;4 - 2 ca CL Cn w m Q 0 (DUN � M Cn N C w L'UU- ( W C 7 J U C 0 �0 H o GNCc U) W a co Cn E Cu Cm Cu O L Cn OC LU Z N LLwf N D S m CV 11 CD OD O O C 0 P401 N Z N N W C6V cO ¢r 0 N w W a 2 w m Q Lu a w N N r O O O O LLI P401 N Z N N W C6V cO ¢r ]C N w W a 2 P401 SUPPLY DUCT SPIN -IN FITTING WITH DAMPER ROUND METAL DUCT - (EXTERNAL INSULATION) CEILING INSULATED ROUND FLEXIBLE DUCT (MAX. 8'-0" LONG) SIZE TO MATCH DIFFUSER NECK. INSULATION LING DIFFUSER SCREWS HANGER STRAPS ­12*MIN. BAND OF SAME SIZE AS HANGER STRAP NOTE: HANGER STRAP SIZE PER SMACNA. Ceiling Diffuser Runout Detail2 Rectangular/Round Duct Hanger Detail Scale: None Scale: None BELT Conir ROOF MOTOI DAMPE 3 Belt Driven Exhaust Fan Detail Scale: None 5 MAX. 200 TRANSITION OMEX SPUN LUM. ROOF KHAUSTER OOF CURB CCESS DOOR 0.25 D (4" MIN. PER SMACNA) RECTANGULAR DUCT CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. 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 Detail Scale: None VOLUME DAMPER E 4'-0" MAXIMUM MAXIMUM SAG 112" PER FOOT OF SUPPORT SPACING. FLEXIBLE DUCT NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUT OF ROUND SHAPE. Flex Duct Support Detail Scale: None METAL STRAP 1-1/2" MINIMUM STRAP MECHANICAL GENERAL NOTES 1. CONTRACTOR TO VISIT SITE AND VERIFY ALL CLEARANCES BEFORE FABRICATION OF DUCTWORK AND PROVIDE ADDITIONAL OFFSET AND/OR 16. VERIFY VOLTAGE WITH ELECTRICAL CONTRACTOR BEFORE ORDERING EQUIPMENT. CHANGES IN DUCT SIZES TO MEET FIELD CONDITIONS AND COORDINATE WITH ELECTRICAL, PLUMBING AND FIRE PROTECTION EXT. STATIC SUBCONTRACTOR BEFORE ANY CONSTRUCTION WORK. 17. PROVIDE A TRAP IN ALL CONDENSATE PIPING LOCATED AT AIR HANDLING UNITS. SLOPE CONDENSATE LINES 118" PER FOOT. CONDENSATE FAN LINES SHALL BE PVC SCH. 40. ALL CONDENSATE DRAIN PIPING SHALL BE PROPERLY SUPPORTED. SEE "CONDENSATE DRAIN TRAP" DETAIL. 2. SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE EXTERNALLY INSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH SUPPLY AIR DUCT WORK UP THRU PLAN LATEST SMACNA STANDARDS. INSULATION SHALL HAVE VAPOR BARRIER AND AN INSTALLED MINIMUM THERMAL RESISTANCE (R) VALUE OF 6.0. 18. ALL MECHANICAL WORK SHALL MEET ALL THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, MECHANICAL. ALL EXHAUST DUCTWORK SHALL BE UNINSULATED SHEET METAL CONSTRUCTION IN ACCORDANCE WITH LATEST SMACNA STANDARDS. ALL MARK JOINTS SHALL BE SECURELY TAPED WITH 3" WIDE GLASS FABRIC TAPE WITH FOSTER 30/35 MASTIC OR EQUAL. 19. GUARANTEE; FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER, ALL EQUIPMENT, MATERIALS AND WORKMANSHIP TO BE FREE NOMINAL FROM DEFECT. 3. DUCT SHALL BE SECURELY SUPPORTED, HUNG OR SUSPENDED IN ACCORDANCE WITH THE LATEST SMACNA EDITION AND SECTION 603 OF THE SONES 2010 FLORIDA BUILDING CODE, MECHANICAL. 20, DO NOT CUT STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OR ARCHITECT. ARRANGE FOR V/0 REPAIRS REQUIRED TO RESTORE OTHER WORK, BECAUSE OF DAMAGE CAUSED AS A RESULT OF MECHANICAL INSTALLATIONS. 4. ROOF TOP UNIT OUTSIDE AIR INTAKE SHALL MAINTAIN A MINIMUM OF 10'-0" FROM ANY EXHAUST OR SANITARY VENT THROUGH ROOF PIPING. NOTES ALL TRANSFER DUCTWORK LEADING TO REST ROOMS SHALL HAVE A ZERO LEAKAGE BACK DRAFT DAMPER AS SHOWN ON MECHANICAL 21. FLEXIBLE AND RIGID ROUND DUCT TAKE -OFFS FOR DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER NECK. MAXIMUM FLEXIBLE DUCT DRAWINGS. LENGTH SHALL BE 8'-0". FLEXIBLE DUCT SHALL BE THERMAFLEX TYPE M -KC OR EQUAL.FLEXABLE DUCT SHALL BE INSULATED FIBERGLASS, [EER] R-6, CLASS 1, UL181 LISTED AND COMPLY WITH NFPA 90A AND NFPA 90B. 5. PROVIDE ALL MECHANICAL EQUIPMENT WITH MANUFACTURER'S RECOMMENDED SERVICE AREA CLEARANCES. EAR = EXHAUST AIR REGISTER E.S.P. 22. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT AN ELEVATION OF 54" ABOVE FINISHED FLOOR TO THE TOP UNLESS 6. ALL ROOF TOP UNITS SHALL BE REINFORCED TO WITHSTAND LOCAL WIND LOAD DESIGN. SEE STRUCTURAL DRAWING(S) FOR DETAIL(S) OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A /CONSULT WITH BUILDING STRUCTURAL ENGINEER. NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER OR HIS REPRESENTATIVE EXHAUST IN THE FIELD. 7. DUCT SMOKE DETECTORS SHALL BE FURNISHED BY THE FIRE ALARM CONTRACTOR, INSTALLED IN DUCT BY THE MECHANICAL CONTRACTOR AMBIENT AND WIRED BY THE FIRE ALARM CONTRACTOR. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 72, NATIONAL FIRE 23. ALL UNITS SHALL BE BALANCED TO WITHIN 10 PERCENT OF THE DESIGN AIR QUANTITY. BALANCE DIFFUSERS AND REGISTERS TO WITHIN 10 ALARM CODE; NFPA 90A, STANDARD FOR INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2010 FLORIDA BUILDING CODE, PERCENT OF QUANTITIES SHOWN ON DRAWINGS. MECHANICAL AND THE MANUFACTURER'S INSTALLATION IN STRUCTIONS. COORDINATE LOCATION OF SMOKE CAPTIVE-AIRE24FA DETECTORS WITH FIRE ALARM CONTRACTOR. PROVIDE A VISIBLE/AUDIBLE NOTIFICATION PANEL. MAKE: SYSTEM SENSOR SSK451 OR EQUAL, 24. PROVIDE FLEXIBLE NEOPRENE DUCT CONNECTORS ON THE DISCHARGE AND ENTERING SIDES OF ALL VIBRATING EQUIPMENT TO WHICH COMPATIBLE WITH BUILDING FIRE ALARM SYSTEM. DUCTWORK IS ATTACHED. 8. IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED. 25. CONTRACTOR SHALL PROVIDE 3 COPIES OF A TEST AND BALANCE REPORT. AIR BALANCING SHALL BE PERFORMED BY AN INDEPENDENT V/0 TESTING AND BALANCING CONTRACTOR WHICH SHALL BE QUALIFIED AND CERTIFIED BY EITHER ASSOCIATED AIR BALANCE COUNCIL (AABC) 9. HVAC CONTRACTOR IS RESPONSIBLE FOR ANY ADDED ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. OR NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB). THIS REPORT MUST BE REVIEWED AND APPROVED BY THE ENGINEER PRIOR (MB TO THE FINAL INSPECTION. 10. DUCTWORK INSULATION SHALL BE FOIL FACED FIBERGLASS DUCT WRAP WITH A MINIMUM THERMAL RESISTANCE (R) OF 6.0. INSULATION DBOF/WBOF SHALL HAVE VAPOR BARRIER. INSTALL PER MFR. REQUIREMENTS. 26. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TRADES' INSTALLATION SCHEDULES. COORDINATE WORK SCHEDULE WITH GENERAL MODEL CONTRACTOR. 11. COORDINATE AIR DEVICE LOCATIONS WITH LIGHTING FIXTURES. EXISTING 15 27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH 12. TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY DUCT RECTANGULAR ELBOWS WITH ANGLES BETWEEN 15 DEGREES AND LESS THAN 90 MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE DEGREES PER FIG. 2-5 OF THE SMACNA MANUAL. ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. 13. DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. DUCTWORK, DIFFUSERS, REGISTERS, GRILLES, AND OTHER ITEMS 28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY OF THE AIR HANDLING SYSTEM SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 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 14. UNLESS OTHERWISE NOTED, INSTALL DUCTWORK AS HIGH AS POSSIBLE, TIGHT TO BOTTOM OF STRUCTURE. COORDINATE DUCT ELEVATION ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S WITH STORM LEADERS, WATER PIPING, SANITARY DRAINS AND MAJOR ELECTRICAL CONDUITS. FAILURE TO FAMILIARIZE HIMSELF/ HERSELF WITH THE PLANS. 15. CONTRACTOR TO PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT & MATERIALS. INSTALLATION LCA180 OF EQUIPMENT SHALL COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS FOR SERVICING OF EQUIPMENT. N FAN SCHEDULE ROOF TOP UNIT SCHEDULE DESCRIPTION V/0 EXT. STATIC MODEL FLEXIBLE DUCT FAN ELECTRIC HEATER UNIT POWER SUPPLY AIR DUCT WORK UP THRU PLAN COOLING CAPACITY SEE NOTES EQUAL TO MARK MARK AREA NOMINAL FAN TYPE DRIVE SONES HP WEIGHT V/0 SEER DEL NOTES RAR SERVED TONS (LBS) [EER] NOTES O EAR = EXHAUST AIR REGISTER E.S.P. WALL MOUNTED THERMOSTAT SD CONTROL 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. EF -7 EXHAUST TCEMBH') 0.30 AMBIENT ENTERING 3.2 314 120 208/3 CAPTIVE-AIRE24FA CFM 0/A (IN) HP KW STAGES V/0 MCA MOCP (MB DB°F/WB°F DBOF/WBOF MFG. MODEL EXISTING 15 6,000 - - - - 2081381 - - - - - - - LENNOX LCA180 1 N EXISTING 15 4,050 - - - ao- 208130 _ _ _ _ w O - - LEN LCA 2 1L4�� Q' 1. EXISTING UNIT TO REMAIN. 2. EXISTING UNIT TO REMAIN. RE -DISTRIBUTE AIR AND RE -BALANCE UNIT AS SHOWN ON M101. FAN SCHEDULE SYMBOL DESCRIPTION V/0 EXT. STATIC MODEL FLEXIBLE DUCT 8 34,000 120/1 SUPPLY AIR DUCT WORK UP THRU PLAN PH 34 SEE NOTES B MARK SERVICE CFM PRESSURE (IN. FAN TYPE DRIVE SONES HP WGT V/0 MANUFACTURiFD DEL NOTES RAR 24 x 24 (MAX 2058 CFM) ® WATER) DEVICE TYPE LEGEND: EXHAUST AIR DEVICE O EAR = EXHAUST AIR REGISTER SAG = SUPPLY AIR GRILLE WALL MOUNTED THERMOSTAT SD CALLED FOR BY ARCHITECT. 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. EF -7 EXHAUST 4,800 0.30 ROOF BELT 3.2 314 120 208/3 CAPTIVE-AIRE24FA 1.2 MNL 1IDE NEW FAN WITH VIBRATION ISOLATOR KIT, ROOF CURB AND DISCONNECT. 2. PROVIDE CONTROL BY SWITCH ON BAR SOFFIT, CLEARLY LABELED. COORDINATE WITH ELECTRICAL FOR LOCATION. HVAC SYMBOLS SYMBOL DESCRIPTION V/0 NEW DUCT WORK MODEL FLEXIBLE DUCT 8 34,000 120/1 SUPPLY AIR DUCT WORK UP THRU PLAN PH 34 SEE NOTES B RETURN AIR OR EXHAUST DUCT WORK UP THRU PLAN Co DUCT WORK TRANSITION 22"0 900 ELBOW WITH TURNING VANES NOTES: MANUAL AIR VOLUME CONTROL DAMPER OR 3. FIELD CONNECT GAS LINE TO UNIT. 4. CONTRACTOR TO COORDINATE LOCATION OF GH -1 WITH OTHER EQUIPMENT. SUPPLY AIR DEVICE zRETURN AIR DEVICE RAR 24 x 24 (MAX 2058 CFM) ® 1,2,4,6 DEVICE TYPE LEGEND: EXHAUST AIR DEVICE O EAR = EXHAUST AIR REGISTER SAG = SUPPLY AIR GRILLE WALL MOUNTED THERMOSTAT SD CALLED FOR BY ARCHITECT. 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. DUCT SMOKE DETECTOR A-100 4. SUPPLY COMPLETE FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS TAPPED DIRECTLY DIFFUSER DEVICE TYPE - AIR QUANTITY -10 EQUIPMENT DESIGNATION TAG R-------- REFRIGERATION PIPING CONDENSATE PIPING (E) EXISTING (R) RELOCATED GAS HEATER UNIT SCHEDULE MARK BTU/HR HEATING V/0 MANUFACTURER MODEL NOTES G-1 34,000 120/1 DETROIT RADIANT PH 34 SEE NOTES B TITUS - TMR Co PRODUCTS 22"0 1, 2, 4 NOTES: 1. INSTALL PER MANUFACTURER'S REQUIREMENTS. 2. BOTTOM OF UNIT HEIGHT = 8'-0" A.F.F. 3. FIELD CONNECT GAS LINE TO UNIT. 4. CONTRACTOR TO COORDINATE LOCATION OF GH -1 WITH OTHER EQUIPMENT. AIR DEVICE SCHEDULE 6TAGjMFG./CAT. SHEET NUMBER # TYPE NECK FRAME NOTES X RELOCATED CD SEE PLANS 24 x 24 1,2,3,4 B TITUS - TMR Co 200400 CFM =10"0 22"0 1, 2, 4 C TITUS - TMR EAR 400-600 CFM =12"0 22"0 1, 2, 4 D TITUS - 50F RAR 24 x 24 (MAX 2058 CFM) 24 x 24 1,2,4,6 DEVICE TYPE LEGEND: CD =CEILING DIFFUSER RAR = RETURN AIR REGISTER EAR = EXHAUST AIR REGISTER SAG = SUPPLY AIR GRILLE NOTES: 1. PROVIDE CEILING DEVICES WITH PROPER FRAME STYLE TO MATCH CEILING TYPE AS CALLED FOR BY ARCHITECT. 2. DEVICES SHALL BE PROVIDED WITH FACTORY FINISH. 3. CEILING DIFFUSERS SHALL BE 4 -WAY THROW UNLESS NOTED OTHERWISE OR SHOWN ON PLANS WITH DIRECTIONAL ARROW(S). 4. SUPPLY COMPLETE FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 5. PROVIDE EQUALIZING GRID (TITUS MODEL EG). FOR DIFFUSERS TAPPED DIRECTLY FROM BOTTOM OF DUCT, PROVIDE OPPOSED BLADE DAMPER (TITUS MODEL D-57). 6. PROVIDE OPPOSED BLADE DAMPER FOR REGISTERS. DRAWING INDEX SHEET NUMBER TITLE M001 Mechanical General Information M101 Mechanical Floor Plan Qj N ID h �00 N U �N 00 W W _ Q) w .-4 '24 VO U ., �O m U gL4 i U) .9 �O as w S V° 0 L 0 U Ca L 0 UM CnN M L U_ N Wpw ('gym U w L) a. cog Z N Q w J U C 0 ca L Q O Ca U) 0 �UN L M a� c -C°v w LVU gd (D U_ W � cn a z 0 10 Ca E sL.., 0 � M001 N Z O N O W W _ a U m U) Uj a LU N N co ao- w O O Q' � M001 N Z O N O W a U � M001 sms-1118-1mum SEE$ 0 0 � O0 WOMEN'S RR 106 , DINING ROOM 100 LLI 0 WALK-IN FREEZER WALK-IN COOLER 110 109 WALK-IN COOLER 108 0 0 0 0 0 0 0 0 ,J � IN I L"Im MECH.ROOM 1 O 15 ELEC. ROOM 116 Mechanical Floor Plan Scale: 3/16"= V-0" CONTROL RM 104 !--jL ° J 1L KITCHEN 111 0 BEER COOLER 114 E'illE'I III 1i11'I!! NOI al O N n X N tp X O B-450 B-450 u - 140 © �t � 11111111111111111111 �_ .:1 ■I1901 ■111�N���� LSI • p IMI f�,-=- 1■` �' �I■■'��11R,=■rp�- -1I I)111EI ICS 1 .:1 ��ti!11111111111111111 � �� �r 9nI�'41, T li mmmmmmmm� f>f's!®� �f�l���f>•lal>•I�I�I��lnilfa I 1 I I f I I � 1 2 3 4 5 C ►:� MECHANICAL GENERAL NOTES: 1. REMOVE EXISTING SMOKE EVAC SYSTEM, TO INCLUDE UNIT, DUCTWORK, GRILLES AND ALL ASSOCIATED PARTS IN ITS ENTIRETY. 2. REMOVE ALL EXISTING DUCTWORK, DIFFUSERS AND GRILLES (EXCEPT THOSE DIFFUSERS THAT ARE TO BE RELOCATED) FOR RTU -1 3. CONTRACTOR SHALL PROVIDE 3 COPIES 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 MECHANICAL KEY PLAN NOTES: O1 EXISTING RTU -2 TO REMAIN. �2 INSTALL NEW DUCTWORK FROM EXISTING SUPPLYIRETURN DUCT -DROPS. Q3 RELOCATE THERMOSTAT FOR RTU -1 TO BAR SOFFIT, COORDINATE LOCATION WITH OWNER ® COORDINATE THE CROSSING OF DUCTS WITH STRUCTURAL. I= A V� CL S C.0 L 0 U Cu L- 0 O U M M _ N M L J u - A' Q_ W QW it m y V W U m z 00 W N Q J U rq N U 00 O ca Ef i L '24 4 }, f F O F 00 0 0 f � I= A V� CL S C.0 L 0 U Cu L- 0 O U M M _ N M L J u - A' Q_ W QW it m y V W U m z 00 W N Q J U Q _Cu L - 0 m Cu .E CuC— LLJ U f- N W W Cn W w N W N O Y N LL CD O = � O � 0 N O ca Ef i L }, f F O F Cu 0 f � P W O I 004 w r� av U uj c -C V) d L U O o z v LLJ v, CL F Q _Cu L - 0 m Cu .E CuC— LLJ U f- N W W Cn W w N W N O Y N LL CD O = � O � 0 M101 N zC14 0 9 W N W U uj a d o v M101 AA (NEW) PANELBOARD ELECTRICAL LEGEND SERVES: PATIO 225A, MLO MOUNTING HEIGHTS SHOWN ARE MAXIMUM/MINIMUM MOUNTING: SURFACE NOT ALL DEVICES SHOWN IN LEGEND ARE REQUIRED. E002 HANDICAPPED ACCESSIBILITY STANDARDS - THEY SHALL WIRE REVIEW POWER & LIGHTING PLANS AND DETAILS FOR PL NOT BE ALTERED WITHOUT WRITTEN AUTHORIZATION. KVA C ITEMS WHICH APPLY TO THIS PROJECT. At" --4a FLUORESCENT STRIP LIGHT, LETTER INDICATES TYPE. SEE FIXTURE A-37:39:41 SUBSCRIPT INDICATES PANEL -AND NUMBERS WITH COLONS 1 SCHEDULE. LOWER CASE LETTER INDICATES SWITCH (IF USED) � INDICATE 2 OR 3 POLE CIRCUITS. O B INCANDESCENT OR HID LIGHT FIXTURE, LETTER INDICATES TYPE LEI DISCONNECT SWITCH SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 2 3 Q C WALL BRACKET LIGHT FIXTURE, LETTER INDICATES TYPE SEE 100/3/60 DISCONNECT DESIGNATION (SIZE/POLES/FUSE) "NF" INDICATES NON-FUSED; "DE" INDICATES DUAL ELEMENT FUSES. 0.78 1 0.84 LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 20 c) c) ®X EXIT LIGHT (SHADE AREA INDICATES DIRECTION) LETTER INDICATES TYPE EF MOTOR PERMANENTLY CONNECTED WITH FLEXIBLE CONDUIT w SEE LIGHT FIXTURE SCHEDULE TO CONFIRM TYPE AND MOUNTING. 1 (HORSEPOWER OR EQUIPMENT INDICATED) ® BATTERY POWERED EMERGENCY LIGHT THERMOSTAT. PROVIDE SINGLE GANG BOX WITH 1/2"C. STUBBED 6 7 OT INTO CEILING SPACE, MOUNT 60" A.F.F. U.O.N. (COORDINATE WITH 20 SINGLE POLE SWITCH, LOWER CASE LETTER INDICATES LIGHTS CONTROLLED. LETTER NOT SHOWN IF SELF EVIDENT. MOUNT 0.96 0.63 1 MECHANICAL DRAWINGS PRIOR TO ROUGH -IN) a 48" A.F.F. U.O.N. TV RECEPTACLES TELEPHONE WALL OUTLET, PROVIDE SINGLE GANG BOX WITH 3/4" 9 PATIO BAR LIGHTING (6) v CONDUIT WITH PULL WIRE AND INSULATING BUSHING STUBBED INTO F SINGLE POLE SWITCH. FAN CONTROLLER, MOUNT 48" A.F.F. U.O.N. 1 CEILING SPACE. MOUNT BOX 18" A.F.F. U.O.N. E SINGLE POLE SWITCH. EXHAUST FAN CONTROLLER. 10 11 PATIO BAR LIGHTING (6) Q COMPUTER OUTLET. MOUNT BOX @ 18" A.F.F. U.O.N. V VOLUME DIAL CONTROL FOR SPEAKER SYSTEM. 20 Lu BAR POS 2 (2) 12 IF COMBO TELEPHONE/ DATA OUTLET. MOUNT BOX Q H SINGLE POLE SWITCH, FOR CONTROLLING UNIT HEATERS. 1 18" A.F.F. U.O.N. D SINGLE POLE DIMMER SWITCH, MOUNT 48" A.F.F. U.O.N. o MISTER FANS & PUMP 14 SINGLE POLE SWITCH, FOR CONTROLLING MISTER FANS S CEILING SPEAKERS MTD. AND WIRED PER AEI MUSIC NETWORK, INC. (800-274-9298) M 1 1 0.18 0.68 1 ® TWO GANG FLOOR OUTLET BOX. ONE QUADPLEX ISOLATED GROUND OD CEILING MTD. SENSOR DEVICE 17 RECEPTACLE AND ONE COMPUTER OUTLET. Lu 20 �. WIREMOLD-WALKER INFLOOR SYSTEMS. RC4 FLUSH QUAD POKE EF FIRE ALARM PULL STATION THRU SERIES WITH FOUR MULTIMEDIA COMMUNICATION LOCATIONS 18 19 Q� WIREMOLD WALLSOURCE MULTIPLE SERVICE BOX. R PANIC PUTTON Q STANCHION MOUNTED QUADPLEX FLOOR RECEPTACLE OUTLET. 20 BEVERAGE COOLER (3) 20 21 HORN/STROBE: STROBE TO BE 75 CANDELA UNLESS OTHERWISE NOTED O STANCHION MOUNTED DUPLEX FLOOR RECEPTACLE OUTLET. 1 1 0.40 0.77 1 QUADPLEX RECEPTACLE OUTLET. -V� FIRE ALARM LIGHT STROBE 22 QUADPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP U.O.N. O SMOKE DETECTOR: EDWARDS #ISIGA-PS 20 DUPLEX RECEPTACLE, MOUNT 18" AFF LION 0.40 1.16 1 20 d) HEAT DETECTOR: EDWARDS #SIGA-HRS 25 DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT U.O.N. 20 GFI GROUND FAULT INTERRUPTER RECEPTACLE, MOUNT ABOVE FACP PANEL: SIEMEN CYRBURUS MODEL #PXL COUNTER HEIGHT U.O.N. 26 27 I.G. & DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, MOUNTED ABOVE O EQUIPMENT TAG 1 0.541.16 COUNTER HEIGHT. U.O.N. 20 I.G. DUPLEX RECEPTACLE, ISOLATED GROUND TYPE, MOUNT AT 18" 29 SPARE A.F.F. U.O.N. 1 1 1.50 1 DUPLEX RECEPTACLE AND CABLE RECEPTACLE, EACH MOUNTED IBLENDER STV IN SEPARATE GANG BOX. SLIDER DOOR 20 DUPLEX RECEPTACLE FOR ROLL -UP CURTAIN, MOUNTED AT 10'-0" 1.18 0.36 1 SRC A.FF. U.O.N. BAR RECEPTACLES 32 HTR 4�: DUPLEX RECEPTACLE UNIT HEATER, 20 1 MOUNTED AT 10'-0" A.FF. U.O.N. 1 20 MF 0 DUPLEX RECEPTACLE MISTING FAN, MOUNTED AT 10'-0" A.FF. U.O.N. 34 35 SPARE 20 ABBREVIATIONS DUPLEX RECEPTACLE, MOUNTED ON CEILING ACC -CU CONDENSING UNIT MTD MOUNTED SPARE 36 AFF ABOVE FINISH FLOOR NF NON-FUSED TV DUPLEX TV RECEPTACLE AND CABLE RECEPTACLE, MOUNTED ON AFG ABOVE FINISH GRADE NIC NOT IN CONTRACT CEILING, EACH MOUNTED IN SEPARATE GANG BOX. A/H-AHU AIR HANDLING UNIT NL NIGHT LIGHT 38 SINGLE RECEPTACLE, MOUNTED AT 18" A.F.F. U.O.N. CLG CEILING NTS NOT TO SCALE 20 2 C/T CURRENT TRANSFORMER OS OCCUPANCY SENSORS ® SPECIAL PURPOSE RECEPTACLE OUTLET DE DUAL ELEMENT FUSE PAR PARTIAL CIRCUIT O JUNCTION BOX (FLUSH MOUNT IN FINISHED AREAS U.O.N.) EC EMPTY CONDUIT PC PULL CHAIN 1 1 1.56 1 0.77 E/F-EF EXHAUST FAN RTU ROOF TOP UNIT p LIGHTING, POWER, FACP PANELBOARD OR TELE. TERM. CABINET. 42 TOTAL 8.28 8.22 9.56 KVA PER NEC ARTICLE 220 69 69 80 AMPS TOTAL LOAD 26.06 KVA 72 AMPS EG EQUIPMENT GROUND SW SHOW WINDOW RECEPTACLE CLG MTD MDP MAIN DISTRIBUTION PANEL EM EMERGENCY LIGHT TTB TELEPHONE TERMINAL BOARD E WC ELECTRIC WATER COOLER TTC TELEPHONE TERMINAL CABINET CONDUIT CONCEALED IN WALL, BELOW SLAB, OR ABOVE CEILING. EWH ELECTRIC WATER HEATER TYP TYPICAL CONDUIT EXPOSED ON WALL OR CEILING. EX EXISTING DEVICE TO REMAIN LION UNLESS OTHERWISE NOTED FACP FIRE ALARM CONTROL PANEL VIF VERIFY IN FIELD FLEXIBLE CONDUIT NOT TO EXCEED 6 FEET IN LENGTH FLR FLOOR VTC VIA TIME CLOCK GFI GROUND FAULT INTERRUPTER WP WEATHERPROOF A-1,3 CONDUIT RUN CONCEALED IN WALLS BELOW SLAB, OR CEILING SPACES. ARROWS INDICATE HOMERUN. SMALL HASHMARKS INDICATE NUMBER OF IG ISOLATED GROUND X EXIT LIGHT HOT CONDUCTORS, AND LARGE HASHMARK INDICATES NEUTRAL. LB LOCK BREAKER SUBSCRIPT INDICATES PANEL AND CIRCUIT NUMBERS. GROUND CONDUCTOR REQUIRED IN ALL CONDUITS BUT NOT INDICATED. NOTE: MOUNTING HEIGHTS NOTED ARE TO BOTTOM OF DEVICE SHOWN LION AA (NEW) PANELBOARD 208Y/120V, 3PH, 4W SERVES: PATIO 225A, MLO LOCATION: MANAGER'S OFFICE, ROOM #:112 10000 AIC MOUNTING: SURFACE ISOLATED GROUND BUS E002 DESCRIPTION WIRE BRKR PL KVA A KVA B KVA C PL BRKR WIRE DESCRIPTION CN Cl 1 PATIO LIGHTING (6) � 20 1 0.54 1 0.84 1 20 BAR TV RECEPTACLES 2 3 PATIO LIGHTING (6) L cn 20 1 0.78 1 0.84 1 20 c) c) BAR TV RECEPTACLES 4 5 CEILING FANS (6) w 20 1 1 0.80 1 0.84 1 20 TV RECEPTACLES 6 7 CEILING FANS (6) 20 1 0.96 0.63 1 1 20 TV RECEPTACLES 8 9 PATIO BAR LIGHTING (6) Lu 20 1 1 1 0.54 r 1 20 U BAR POS 1(2) 10 11 PATIO BAR LIGHTING (6) 20 1 1 1 0.54 1 20 Lu BAR POS 2 (2) 12 13 BAR TUBE LIGHTS (6) 20 1 1.04 1 1 20 o MISTER FANS & PUMP 14 15 UNIT HEATERS 20 1 1 0.18 0.68 1 20 MISTER FANS 16 17 ROLL UP CURTAINS Lu 20 1 0.96 1 1.03 1 20 MISTER FANS 18 19 NEON RECEPTACLES 20 1 0.40 0.77 1 20 BEVERAGE COOLER (3) 20 21 NEON RECEPTACLES 20 1 1 0.40 0.77 1 20 BOTTLE COOLER (3) 22 23 NEON RECEPTACLES 20 1 0.40 1.16 1 20 GLASS FROSTER (3) 24 25 SODA TOWER 20 1 0.77 1 1 20 BOTTLE COOLER (3) 26 27 POS 3 (2) 20 1 1 0.541.16 1 20 GLASS FROSTER (3) 28 29 SPARE 20 1 1 1 1.50 1 20 IBLENDER 30 31 SLIDER DOOR 20 1 1.18 0.36 1 20 BAR RECEPTACLES 32 33 SPARE 20 1 1 20 SPARE 34 35 SPARE 20 1 1 20 SPARE 36 37 TIME CLOCK (2) 20 1 0.03 0.77 38 39 1 GLASS WASHER (3) 20 2 1 1.56 1 0.77 3 20 EF -7 40 41 1 1 1 1 1.56 1 0.77 42 TOTAL 8.28 8.22 9.56 KVA PER NEC ARTICLE 220 69 69 80 AMPS TOTAL LOAD 26.06 KVA 72 AMPS FEEDER LOAD 26.56 KVA 74 AMPS PANELBOARD NOTES () (1) INSTALL LOCKING DEVICE (LOCK -OFF FOR MAINTENANCE). LOCKING DEVICE SHALL BE UL LISTED. MANUFACTURER SHALL MATCH EXISTING PANELBOARD MANUFACTURER (2) INSTALL LOCKING DEVICE (LOCK -ON FOR CRITICAL LOAD). (3) GFI BREAKER. (4) REFER TO ONE -LINE DIAGRAM FOR WIRE SIZES. (5) EXISTING CIRCUIT TO REMAIN. (6) ROUTE CIRCUIT THROUGH NEW CONTACTOR VIA TIMECLOCK (7) PROVIDE INTERLOCK WIRING WITH EXHAUST HOOD ANSUL SYSTEM. (8) HACR CIRCUIT BREAKER. (9) PROVIDE HANDLE LOCK OFF DEVICE TO LOCK "SPARE" CIRCUIT BREAKER IN THE "OFF" POSITION. IF CIRCUIT BREAKER IS IDENTIFIED AS "EXISTING", FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT CONNECTED TO ANY LOAD AND UPDATE PANELBOARD CIRCUIT DIRECTORY IDENTIFYING CIRCUIT AS "SPARE". (10) PROVIDE HANDLE -TIE BETWEEN CIRCUIT BREAKERS SHARING COMMON NEUTRAL FOR SIMULTANEOUS TRIP. (11) DO NOT INSTALL NEUTRAL FOR THIS CIRCUITRY. GENERAL NOTES: 1. PROVIDE NEUTRAL FOR ALL BRANCH CIRCUITRY UNLESS OTHERWISE CIRCUIT NOTED BY PANELBOARD NOTE (11). EXTERIOR ELECTRIC ELECTRIC I MANAGER'S ROOM ROOM I OFFICE I ' EXIST:NG NEW i OOOA I 120/208 I MAIN I PNL'AA' SWITCHK LAR I 225 AMP I � I I EXISTING Xi"MR L-,� 1 Single Line Diagram NTS LIGHTING CONTACTOR: SQUARE D TYPE LH1000V02 OR EQUIVALENT. EIGHT NORMALLY OPEN, ELECTRICALLY HELD BY 120 VOLT COIL SIGNAL, 30 AMP CONTACTS IN NEMA 1 ENCLOSURE. AA -1 AA -3 AA -5 TIME CLOCK AA -7 CLO;MANUAL AA -9 OTOVERRIDE AAA 1 A AA -13 - NEUTRALCOIL SWITCH LOCATED AA -37 I IN OFFICE AREA SHEETINDEX PATIO LTG PATIO LTG PATIO LTG (FANS) PATIO LTG (FANS) PATIO BAR LTG PATIO BAR LTG BAR TUBE LTG SPARE SHEET TITLE E001 LEGEND, RISER, SCHEDULE & DETAILS E002 SPECIFICATIONS E101 LIGHTING PLAN H) POWER PLANS 1. A MANUAL OVERRIDE SWITCH SHALL BE INCLUDED SO THAT MAINTENANCE PERSONNEL CAN EASILY OVERRIDE FOR TESTING DURING DAYLIGHT HOURS. 2. TIME CLOCK SHALL BE NON -DIGITAL TYPE (MECHANICAL CONTACTS). 2 Lighting Control Detail NTS POWER RISER NOTES: 01 4#1,1#6G,1#61G,1-1/2"C 2O EXISTING 1000A MDP. INSTALL (1)120/208V 125A BREAKER IN EXISTING AVAILABLE SPACE AND LABEL "PANEL AA". O3 NEW NEMA 1 R, 225A MLO. 120/208V PANEL 'AN TO BE LOCATED IN EXISTING MANAGER'S OFFICE. O4 LIGHTING CONTACTOR CABINET. SIZE AS INDICATED PER DETAIL 2/E001. OSEVEN DAY, PROGRAMMABLE TIME CLOCK. 0 SHEETINDEX SHEET # SHEET TITLE E001 LEGEND, RISER, SCHEDULE & DETAILS E002 SPECIFICATIONS E101 LIGHTING PLAN E102 POWER PLANS 0 9 a V� d o U L 0 U L 0 Ucn M N N ce) L J U- U V�Z Z 0- J H Z co L.L N w J U N V1 04 C) w� W 8 �00 0 0 Q 0 U CN Cl N � V� Al 0 aD �UN p L cn a' cc Lu o c) c) U Lu �_ cH c ItCL G�tn w O W U I. - 9 a V� d o U L 0 U L 0 Ucn M N N ce) L J U- U V�Z Z 0- J H Z co L.L N w J U rA U U M 06 c- 0 C) L w tu J w C) 04 C) w� W o Z WLL Q 0 8 N � V� 0 aD �UN p L cn 0 cc Lu LUQ m c O O U Lu �_ cH c ItCL G�tn w O rA U U M 06 c- 0 C) L w tu J w E001 N 04 C) w� W o Z WLL 0 M w E001 N Z O 8 3 w � aD m m p 0 N 9 ZE=� O N w O W U I. - w Lu o O U � a Lu N N !2 a o JC3 CD Lu o 0 E001 N Z 8 N aD p 0 N 9 ZE=� O N w O W U w d o O U E001 REFERENCES UTILIZE THE FOLLOWING ABBREVIATIONS 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 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 ENGINEERIARCHITECT THE CONTRACTOR WILL NOT BE COMPENSATED. ALL MATERIALS USED SHALL BE LISTED AND LABELED PROVIDED A STANDARD HAS BEEN ESTABLISHED FOR THE MATERIAL BEING USED. INSTALLATION OF EQUIPMENT AND MATERIALS SHALL CONFORM WITH THE LATEST EDITIONS (LION) OF THE LOCAL CODES AND ORDINANCES OF THE BUILDING DEPARTMENT, THE SERVING UTILITY COMPANIES, NFPA, NATIONAL ELECTRIC CODES AND ORDINANCES, INCLUDING ALL AMENDMENTS TO THE NEC EQUIPMENT, AND WHERE APPLICABLE, SHALL BE LISTED AND LABELED. THE WORKMANSHIP AND QUALITY ESTABLISHED BY THESE DRAWINGS AND SPECIFICATIONS 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 ARCHITECTIENGINEER PRIOR TO ANY SUCH WORK BEING EXECUTED. 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 COST RESULTING FROM THE DEFECTIVE OF ILL-TIMED WORK PERFORMED UNDER THIS SECTION SHALL BE BORNE BY THE CONTRACTOR. ANY CORRECTIONS OF DEFECTS TO BE COMPLETED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT 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 BE SUBJECT TO REVIEW AND ACCEPTANCE OF THE ARCHITECT/ENGINEER. CONTRACTOR SHALL STORE MATERIALS IN SUITABLE SHELTER FROM THE ELEMENTS, BUT READILY ACCESSIBLY FOR INSPECTION BY THE ARCHITECTIENGINEER 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 V 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 GLOBSTRUTT, 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 CONSTRUCTION WITH THE 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. 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 ARCHITECTIENGINEER. 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/ENGINEERIOWNER OF THE COST OF THE REVISED WORK. ALL LOAD DATA HAS BEEN BASED ON INFORMATION GIVEN ENGINEERIARCHITECT 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. 080-1 C) FEDERAL SPECIFICATION WW-C,581E 2. INTERMEDIATE METALLIC CONDUIT (IMC) a) U.L. STANDARD UL -1242 b) FEDERAL SPECIFICATION WW-O,581E 3. ELECTRICAL METALLIC TUBING a) U.L. STANDARD UL -7971 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 -WO 6. NON-METALLIC CONDUIT (PVC) 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. RACEWAY TYPES STANDARD THREADED RIGID STEEL CONDUIT. 1. RIGID CONDUIT HEAVY WALL GALVANIZED. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. INTERMEDIATE METALLIC CONDUIT 1. LIGHT WEIGHT RIGID STEEL CONDUIT. 2. THREADED TYPE FITTINGS: ERICKSON COUPLINGS WHERE THREADED CANNOT BE USED. ELECTRICAL METALLIC TUBING 1. CONTINUOUS, SEAMLESS TUBING, GALVANIZED OR SHERADIZED ON THE EXTERIOR, COATED ON THE INTERIOR WITH A SMOOTH HARD FINISH OF LACQUER, VARNISH, OR ENAMEL. 2. COUPLINGS AND CONNECTORS: a) INDOOR AND TWO (2") INCHES IN SIZE AND SMALLER, SHALL BE STEEL SETSCREW TYPE FITTINGS. b) 2112' SIZE AND LARGER MUST EMPLOY STEEL COMPRESSION GLAND FITTINGS. c) OUTDOOR SHALL BE RAINTIGHT STEEL COMPRESSION GLAND FITTINGS. 3. INDENT TYPE FITTINGS SHALL NOT BE USED. 4. ALL CONNECTORS SHALL HAVE INSULATED THROAT. 5. WHERE INSTALLED IN SLAB OR CONCRETE WORK, PROVIDE APPROVED CONCRETE TIGHT FITTINGS. FLEXIBLE STEEL CONDUIT 1. SINGLE STRIP, CONTINUOUS, FLEXIBLE INTERLOCKED, DOUBLE -WRAPPED STEEL, GALVANIZED INSIDE AND OUTSIDE, FORMING SMOOTH INTERNAL WIRING CHANNEL. 2. MAXIMUM LENGTH: (SIX 6) FEET. 3. EACH SECTION OF RACEWAY MUST CONTAIN AN EQUIPMENT GROUNDING WIRE BONDED AT EACH END AND SIZED AS REQUIRED. PROVIDE CONNECTORS WITH INSULATING BUSHINGS. 4. STEEL SQUEEZE -TYPE OR STEEL SET SCREW TYPE FITTINGS. LIQUID TIGHT FLEXIBLE ELECTRICAL CONDUIT 1. SAME AS FLEXIBLE STEEL CONDUIT EXCEPT WITH TOUGH, INSERT WATER -TIGHT PLASTIC OUTER JACKET. 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 THROAT. NON-METALLIC RACEWAY (PVC) 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 A MINIMUM OF TEN (10) YEARS EXPERIENCE IN MANUFACTURING THE PRODUCTS 3. MUST HAVE A TENSILE STRENGTH OF 7,000-7,200 PSI AT 73.4 DEGREES F., FLEXURAL STRENGTH OF 12,000 PSI AND COMPRESSIVE STRENGTH OF 9,000 PSI. 4. ALL JOINTS SHALL BE SOLVENT CEMENTED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. ALL UNDERGROUND RACEWAYS SHALL BE A MINIMUM OF 314" SCHEDULE 40 PVC. 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 BUILDING. ALL BOXES SHALL BE RECESSED (FLUSH) IN WALLS OR CEILINGS WHENEVER POSSIBLE. RACEWAYS IN HUNG CEILING SHALL BE RUN ON AND SECURED TO SLAB OR PRIMARY STRUCTURAL MEMBERS OF CEILING, NOT TO LATHING CHANNELS OR T -BARS, Z -BARS, OR OTHER ELEMENTS WHICH ARE THE DIRECT SUPPORTS OF THE CEILING PANELS. SECURE CONDUIT FIRMLY TO STEEL BY CLIPS AND FITTINGS DESIGNED FOR THAT PURPOSE. INSTALL AS HIGH AS 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, LIGHTING PLANS AND DETAILS FOR ITEMS AND/OR EQUIPMENT THAT WILL APPLY TO THIS PROJECT. POSSIBLE. BUT NOT LESS THAN 1'-O' ABOVE HUNG CEILINGS. SUPPORT RACEWAYS AT INTERVALS NO GREATER THAN TEN (10) FEET AND WITH ONE SUPPORT WITHIN THREE (3) FEET OF EACH COUPLING, BOX, FITTING, OR OUTLET BOX. PROVIDE ONE SUPPORT WITHIN THREE (3) FEET OF EACH ELBOW OR BEND. OUTLET, JUNCTION, AND PULL BOXES CAST TYPE CONDUIT BOXES, OUTLET BODIES AND FITTINGS 1. PROVIDE SURFACE MOUNTED OUTLET AND JUNCTION BOXES IN INDOOR LOCATIONS WHERE EXPOSED TO MOISTURE AND IN OUTDOOR LOCATIONS. 2. USE FERROUS ALLOY BOXES AND CONDUIT BODIES WITH RIGID STEEL OR IMC. 3. COVERS: CAST OR SHEET METAL UNLESS OTHERWISE REQUIRED. 4. TAPERED THREADS FOR HUBS. GALVANIZED PRESSED STEEL OUTLET BOXES 1. GENERAL a) PRESSED STEEL, GALVANIZED OR CADMIUM -PLATED, MINIMUM OF FOUR (0) INCHES, OCTAGONAL OR SQUARE, WITH GALVANIZED COVER OR EXTENSION RING AS REQUIRED. 2. SWITCH AND RECEPTACLE BOX, INDOORS a) NOMINAL FOUR (4') INCH SQUARE, 1-117' OR 2-1/8' DEEP AS REQUIRED, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS. GANGABLE BOXES SHALL NOT BE USED. 3. TELEPHONE OUTLET BOX, INDOORS a) NOMINAL FOUR (4") INCH SQUARE, 2-118' DEEP, WITH RAISED COVER UNLESS OTHERWISE INDICATED ON DRAWINGS, GANGABLE BOXES SHALL NOT BE USED. 4. LIGHTING FIXTURE BOX a) FOUR (4') INCH OCTAGON WITH 3/8" FIXTURE STUD. b) FOR SUSPENDED CEILING WORK, FOUR (4') INCH OCTAGON WITH REMOVABLE BACKPLATE WHERE REQUIRED, AND TWO (2) PARALLEL BARS FOR SECURING TO THE CROSS -FURRING CHANNELS AND EXTEND FLEXIBLE CONDUIT TO EACH FIXTURE. 5. PLUG ANY OPEN KNOCKOUTS NOT UTILIZED. BACK-TO-BACK OUTLETS IN THE SAME WALL, OR'THRU-WALL' TYPE BOXES ARE NOT PERMITTED. PROVIDE TWELVE (12') INCHES (MINIMUM) SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A COMMON WALL TO MINIMIZE SOUND TRANSMISSION. PROVIDE TWENTY FOUR (241 INCH (MINIMUM) HORIZONTAL SPACING FOR OUTLETS SHOWN ON OPPOSITE SIDES OF A FIRE RATED WALL TO MAINTAIN FIRE RATING. FBC 2007 712.3.2. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 PVC. THERE SHALL BE NO TYPE NM, MC, ELECTRICAL NON-METALLIC TUBING, AND FLEXIBLE METAL 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 NEC REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. NO CONDUITS SHALL BE INSTALLED EXPOSED ON ROOF. SECTION 16120 WIRE AND CABLE PRODUCTS CONDUCTOR 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. 2. THE CONDUCTORS ILLUSTRATED ON THE DRAWINGS ARE COPPER. STRANDING 1, #12 AND #10 SOLID. 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 INSULATED SINGLE CONDUCTORS 1. TYPE THHN/THWN - FLAME RETARDANT: HEAT -RESISTANT THERMOPLASTIC INSULATION, NYLON JACKET RATED FOR 90C DRY/75C WET OPERATION. USE FOR BRANCH CIRCUIT WIRING. 2. USE TYPE THHNrrHWN OR RHW OR XHHW, RATED FOR 90 C, FOR FEEDER CIRCUITS. COLOR CODING 1. PROVIDE CONSISTENT COLOR CODING OF ALL CIRCUITS AS FOLLOWS: a) 1201208 VOLTS CODE 1) PHASE A - BLACK ii) PHASE B - RED iii) PHASE C - BLUE iv) NEUTRAL -WHITE v) GROUND - GREEN b) 277/480 VOLT CODE I) PHASE A - BROWN ii) PHASE B - ORANGE iii) PHASE C - YELLOW iv) NEUTRAL -WHITE v) GROUND - GREEN 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. FACTORY COLOR CODE WIRE NUMBER 6 AND SMALLER. WIRE NUMBER 4 AND LARGER MAY BE COLOR CODED BY COLOR TAPPING OF THE ENTIRE LENGTH OF THE EXPOSED ENDS. CONNECTORS 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 PROTECTION NOT LESS THAN THAT OF THE CONDUCTOR. 2. ELECTRICAL TAPE SHALL BE SPECIFICALLY DESIGNED FOR USE AS INSULATING TAPE. SUPER 33+ SCOTCH VINYL ELECTRICAL TAPE AS MANUFACTURED BY 3M SHALL BE EQUAL. 3. USE LUBRICANT WHERE THE POSSIBILITY OF DAMAGE TO CONDUCTORS EXISTS. USE ONLY A LUBRICANT APPROVED BY THE CABLE MANUFACTURER AND ONE WHICH IS COMPATIBLE WITH CABLE AND RACEWAYS. EXECUTION WIRE AND CABLE 1. USE #12 AWG MINIMUM FOR BRANCH CIRCUITS WHOSE LENGTH FROM THE PANEL TO FURTHEST OUTLET DOES NOT EXCEED 100 FEET (HORIZONTAL RUN) FOR 120 -VOLT CIRCUITS OR 200 FEET FOR 277 -VOLT CIRCUITS. USE #10 AWG OR LARGER FOR LONGER RUNS. 2. FLASHOVER OR INSULATION VALUE OF JOINTS SHALL BE EQUAL TO THAT OF THE CONDUCTOR. PROVIDE 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. 3. USE TERMINATING FITTINGS, CONNECTORS, ETC., OF A TYPE SUITABLE FOR THE SPECIFIED CABLE FURNISHED. MAKE BENDS IN CABLE AT TERMINATION PRIOR TO INSTALLING COMPRESSION DEVICE. MAKE FITTINGS TIGHT. 4. EXTEND WIRE SIZING FOR THE ENTIRE LENGTH OF A CIRCUIT, FEEDER, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE. 5. MC/AC TYPE CABLE IS PERMITTED FOR USE AS PER NEC. GENERAL INSTALLATION 1. PROVIDE TOOLS, EQUIPMENT, AND MATERIALS TO PULL ALL WIRE AND CABLE INTO PLACE AND TO MAKE REQUIRED SPLICES AND TERMINATION. 2. WIRE AND CABLE IN CONDUIT, DUCT OR WIREWAY a) UTILIZE ROLLER BEARING SWIVEL TO PREVENT TWISTING OF CABLE ENTERING CONDUIT OR DUCT. 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. d) DO NOT DAMAGE CONDUCTOR INSULATION, BRAID JACKET OR SHEATH. e) DO NOT BEND CONDUCTOR TO LESS THAN MANUFACTURER'S RECOMMENDED RADUIS. I) MAKE SPLICES ONLY IN PULL BOXES, JUNCTION BOXES AND OUTLET BOXES. g) UTILIZE CABLE REELS ON JACKS FOR PULLING THROUGH PULL BOXES, DUCTS AND CONDUITS SO BENDS WILL 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. 1) DO NOT EXCEED MAXIMUM RECOMMENDED PULLING TENSION OF WIRE AND CABLE. FIELD QUALITY CONTROL 1. TEST SYSTEM WIRING FOR CONTINUITY, GROUNDS AND SHORT CIRCUITS PRIOR TO CONNECTION OF ANY EQUIPMENT. 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 ICFA VALUES 4. TEST DIRECT BURIAL CABLES AFTER COMPLETION OF BACKFILLING. SECTION 16140 WIRING DEVICES EXECUTION SWITCHES 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 WIRING WITH UP TO NUMBER 10 WIRE. VERIFIED BY UL TO MEET OR EXCEED FEDERAL SPECIFICATION WS -896E. USE SINGLE -POLE, DOUBLE -POLE, 3 -WAY, 4 -WAY, LIGHTED, PILOT OR KEYED TYPE, AS INDICATED ON DRAWINGS OR REQUIRED. PROVIDE IVORY COLOR UNLESS OTHERWISE NOTED. 2. WHERE SWITCHES ARE INDICATED TO BE INSTALLED NEAR DOORS, CORNER WALLS, ETC. MOUNT SAME NOT LESS THAN 2' AND NOT MORE THAN 18' FROM TRIM. VERIFY EXACT LOCATION WITH THE ARCHITECT. 3. CAREFULLY COORDINATE THE LOCATION OF SWITCHES TO INSURE LOCATIONS AT THE STRIKE SIDE OF DOORS. 4. FURNISH AND INSTALL AN ENGRAVED LEGEND FOR EACH SWITCH THAT CONTROLS EXHAUST FANS, MOTORS, EQUIPMENT SYSTEMS, ETC., NOT LOCATED WITHIN SIGHT OF THE CONTROLLING SWITCH. RECEPTACLES 1. UNLESS OTHERWISE NOTED, MOUNT RECEPTACLE VERTICALLY WITH U -SHAPED GROUND POSITION ON BOTTOM. ALL GENERAL PURPOSE SWITCHES AND RECEPTACLES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS LISTED ARE LEVITON: HOWEVER, COMPARABLE DEVICES BY PASS 8 SEYMOUR, BRYANT, OR ARROW HART WILL BE ACCEPTED. COLOR OF DEVICES AND PLATES SHALL BE DICTATED BY ARCHITECT/OWNER. a) SWITCHES: LEVITON #CS81-201 b) RECEPTACLES: LEVITON #BR20-1 c) COVER PLATES: SMOOTH PLASTIC NOTE: ALL OTHER REQUIRED DEVICES SHALL MATCH IN COLOR AND STYLE. GROUND FAULT INTERRUPTERS 1. SWAB ALL CONDUITS CLEAR OF MOISTURE 2. DO NOT COMBINE G.F.I. PROTECTED CIRCUITS WITH OTHER CIRCUITS IN SAME RACEWAY. 3. LIMIT MAXIMUM NUMBER OF G.F.I. PROTECTED CIRCUITS IN ANY ONE RACEWAY TO A MAXIMUM OF ONE CIRCUIT. 4. GFCI DEVICES SHALL BE ARRANGED TO BE EASILY LOCATED a) LABEL DOWNSTREAM RECEPTACLES TO INDICATE THE GFCI LOCATION WHERE RECEPTACLES ARE MORE THAN 20' FROM THE GFCI DEVICE. b) GFCI DEVICES LOCATED IN RESTROOMS SHALL NOT FEED THROUGH TO PROTECT DEVICES IN OTHER ROOMS, SECTION 16195 ELECTRICAL IDENTIFICATION PRODUCTS NAMEPLATES 1. UNLESS OTHERWISE NOTED, NAMEPLATES SHALL BE BLACK LAMACOID PLATES WITH WHITE ENGRAVED UPPERCASE LETTERS ENCLOSED BY WHITE BORDER ON BEVELED EDGES. 2. NAMEPLATES FOR EQUIPMENT, SUPPLIED BY THE EMERGENCY SYSTEM, SHALL BE RED LAMACOID WITH WHITE LETTERING. 3. ALL NAMEPLATES SHALL BE ENGRAVED AND MUST BE SECURED WITH RIVETS, BRASS OR CADMIUM PLATE SCREWS. THE USE OF DYMO TAPE OR THE LIKE IS UNACCEPTABLE. CABLE TAGS AND WIRE IDENTIFICATION LABELS 1. CABLE TAGS SHALL BE FLAMEPROOF SECURED WITH NYLON TIES. 2. WIRE MARKERS SHALL BE PREPRINGTED CLOTH TAPE TYPE OR APPROVED EQUIVALENT. 3. LABEL DESIGNATIONS, NOMINAL SYSTEM VOLTAGES APPLIED TO THE COVERS OF ALL MEDIUM AND LOW VOLTAGE PULL, SPLICE AND JUNCTION BOXES. EXECUTION SWITCHBOARDS 1. FURNISH AND INSTALL A MASTER NAMEPLATE FOR EACH SWITCHBOARD, ENGRAVED WITH THE EQUIPMENT IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF INCOMING SECTION. 2. PROVIDE ON EACH MAIN SWITCH AN IDENTIFYING NAMEPLATE. PANELBOARDS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH PANELBOARD AND LOAD CENTER ENGRAVED WITH THE IDENTIFICATION INDICATED ON THE DRAWINGS. MOUNT AT TOP OF PANEL. DISCONNECT SWITCHES 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE DISCONNECT SERVES. ELECTRIC METERS 1. FURNISH AND INSTALL A NAMEPLATE FOR EACH DISCONNECT SWITCH ENGRAVED WITH EQUIPMENT DESIGNATION WHICH THE METER SERVES. SECTION 16431 SWITCHBOARDS PRODUCTS APPROVED MANUFACTURERS 1. ALL SWITCHBOARDS ARE TO BE OF THE SAME MANUFACTURER AS THE PANELBOARDS, 2. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS: a) SQUARED b) NOT USED. c) GENERAL ELECTRIC d) SIEMENS ITE RATINGS 1. THE ASSEMBLY SHALL BE RATED TO WITHSTAND MECHANICAL FORCES EXERTED DURING SHORT CIRCUIT CONDITIONS WHEN CONNECTED DIRECTLY TO A POWER SOURCE HAVING AVAILABLE FAULT CURRENT AS SHOWN ON THE DRAWINGS. ENCLOSURES 1. PROVIDE NEMA 1 ENCLOSURES WHERE LOCATED INDOORS IN DRY LOCATIONS. 2. PROVIDE NEMA 3R ENCLOSURES WHERE LOCATED OUTDOORS AND LOCATIONS SUBJECT TO THE ELEMENTS. FINISH 1. ALL EXTERIOR AND INTERIOR STEEL SURFACES OF THE SWITCHBOARD SHALL BE PROPERLY CLEANED AND PROVIDED WITH A RUST -INHIBITING PHOSPHATIZED COATING. COLOR AND FINISH OF INDOOR SWITCHBOARDS SHALL BE ANSI 61 LIGHT GRAY. 2. OUTDOOR SWITCHBOARD SHALL BE PAINTED TO MATCH THE BUILDING. SECTION 16450 GROUNDING SUBMITTALS 1. SUBMIT TEST REPORTS CERTIFYING RESISTANCE VALUES FOR BURIED OR DRIVEN GROUNDS AND WATER PIPE GROUNDS. PRODUCTS MATERIALS 1. GROUND CABLES: GREEN COLOR CODED, INSULATED, ANNEALED STRANDED TINNED COPPER WIRE AS INDICATED ON DRAWINGS. 2. GROUND RODS: a) COPPER -CLAD STEEL FABRICATED BY MOLTEN WELDING PROCESS. b) DIAMETER: 518 INCH. USE 3/4 INCH FOR ROCKY SOIL. c) LENGTH: 10 FEET. GENERAL 1. ALL GROUND WIRES AND BONDING JUMPERS SHALL BE STRANDED COPPER INSTALLED IN CONDUIT. ALL GROUND WIRES SHALL BE WITHOUT JOINTS AND SPLICES OVER ITS ENTIRE LENGTH. 2. THE SYSTEM NEUTRAL SHALL BE GROUNDED AT THE SERVICE ENTRANCE ONLY, AND KEPT ISOLATED FOR GROUNDING SYSTEMS THROUGHOUT THE BUILDING. 3. EACH SYSTEM OF CONTINUOUS METALLIC PIPING AND DUCTWORK SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. 4. MECHANICAL EQUIPMENT SHALL BE BONDED TO THE BUILDING DQUIPMENT GROUNDING SYSTEM. THIS SHALL INCLUDE 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, INSULATED COUPLINGS, ETC., SHALL BE BONDED TO THE EQUIPMENT GROUND WITH A FLEXIBLE BONDING JUMPER, OR SEPARATE GROUNDING CONDUCTOR. SEPARATELY DERIVED SYSTEMS 1. EQUIPMENT GROUNDING CONDUCTORS SHALL BE PROVIDED FOR SEPARATELY DERIVED SYSTEMS AND SHALL BE GROUNDED TO BUILDING STEEL, COLD WATER PIPES, ETC., OR AN ALTERNATE GROUNDING MEANS. 2. A SEPARATE, GREEN TYPE THW COPPER GROUND CONDUCTOR SHALL BE RUN FROM GROUND LUG OF EACH GROUNDED RECEPTACLE TO AN APPROVED CONNECTION INSIDE THE ENCLOSING STEEL OUTLET BOX. DEVICE MOUNTING SCREWS SHALL NOT BE CONSIDERED AN APPROVED GROUND. 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 IN ACCORDANCE WITH TABLE 250 OF THE N.E.C.. CONTRACTOR SHALL SIZE CONDUIT TO ACCOMMODATE ADDITIONAL CONDUCTOR. ISOLATED GROUND RECEPTACLES 1. ISOLATED GROUND RECEPTACLES GROUND LUG SHALL NOT BE CONNECTED TO THE RESPECTIVE OUTLET BOXES. 2. PROVIDE INSULATED GROUND WIRE FOR EACH ISOLATED GROUND RECEPTACLE. GROUND WIRE SHALL SERVE ONLY THOSE RECEPTACLES WHICH ARE ISOLATED. ROUTE GROUND CONDUCTOR TOGETHER WITH PHASE AND NEUTRAL CONDUCTORS IN A COMMON RACEWAY. 3. TERMINATE ISOLATED GROUND WIRE AT THE GROUND FROM THE SEPARATELY DERIVED SYSTEM SERVING THE RECEPTACLES. GROUND CONDUCTORS 1. SIZE AS SHOWN ON DRAWINGS OR AS REQUIRED BY NATIONAL ELECTRICAL CODE. SECTION 16470 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., 8 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 "D" 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 8 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 1", 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 NONSTANDARD 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 DESIGNATIONS 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 ARCHITECTIENGINEER. 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 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. 0 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. 1) SUBMITTALS SHALL BE AS A COMPLETE SET. PARTIAL SUBMITTAL WILL NOT BE ACCEPTABLE. j) DRAWINGS SHALL NOT BE ON LESS THAN 81/2' 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. I 1 13 '2 Er i ii 0 A 3 9 9 s 10 e a U a U 15 1 I . s I o_ i 1 I . s I 9 I I I I A jo 8 I I 8 I At 6 13 U rA tto H��l a o R I '° ca Lu Lu Ri W.L m x U L 0 U cu " -6-+ 0 U N ch L u 0 =Q _ 0 Q W w m wU ^. wz � 0- zcoN w L i N a J 0 8 >00 0 0 _0 0 N r-+ r-, � U 1- D O s0 a ~ � � t p `O �O • UO�ab � 0 N ; �� -8 °'C)aaII -T C) p- rA tto H��l a o R I '° ca Lu Lu Ri W.L m x U L 0 U cu " -6-+ 0 U N ch L u 0 =Q _ 0 Q W w m wU ^. wz � 0- zcoN w L i N a J 0 J w w � Icd P-0 rA a) .0 to0 W rA .= _0 cu . 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VOLT LAMPS (BY OWNER) MOUNTING & OPTION NOTE A = LITHONIA 2SP-G-432-Al2-120-GEB101S-LP735-LG 120 (4) 32W T8 GRID MOUNTED 1-5 B KITCHEN EQ. MANUF. - 120 (2) 40W T12 SURFACE - COORD. REQ. W/ EQUIP. 1-5 C 0 HALO LIGHTING H71CAT404C 120 (1) 60W AMBER PAR 38 CEILING MOUNTED 1-5 D LITHONIA AW-232-AR-MVOLT-GEB101S 120 (2) 32W T8 SURFACE MOUNTED 1-5 H2 LITHONIA SA -117T8 -120 -ISN -DL 120 (1)17W T8 SURFACE MOUNTED 1-0 H3 LITHONIA SA -125T8 -120 -ISN -DL 120 (1) 25W T8 SURFACE MOUNTED 1-5 1 LITHONIA L7XF-18DTT-120-6B3W 120 (1)18W DTT CF RECESS MOUNTED 1-5 K • OWNER FURNISHED PR751CX 120 (1) 100W Al 91F RECESS MOUNTED 2,5 G L Q HALO LIGHTING H71CAT-77P 120 (1) 50W R20 CEILING MOUNTED 1-5 M 2 OWNER FURNISHED EXISTING TO BE RELOCATED 120 MATCH EXISTING SURFACE MOUNTED 1-5 N Q NAUTICAL FURNISHINGS OWNER FURNISHED DECORATIVE FIXTURE 120 (2) 60W T10 MAST HEAD TYPE, WALL MOUNTED 1-5 0 OWNER FURNISHED TO BE DETERMINED 120 (1)100W Al PENDANT MOUNTED 1-5 S ® HALO LIGHTING H99TAT-999TBZ 120 (1) 50W PAR 20 SOFFIT MOUNTED 1-5 T1 X HUNTER TO BE DETERMINED 120 - PENDANT, OWNER TO SELECT FIXTURE 1-5 T2 x HUNTER TO BE DETERMINED 120 (1) 60W CFL PENDANT, OWNER TO SELECT FIXTURE 1-5 U LITHONIA ELA-W-HO606 6V DC (1) 6W HALOGEN SURFACE MOUNTED 1-5 (E) EXISTING TO REMAIN EMI ® LITHONIA ELM2 6V DC (2) 6W HALOGEN CEILING MOUNTED 1-5 EM2 LITHONIA ELM 6V DC (2) 6W HALOGEN WALL MOUNTED 1-5 X ® LITHONIA LQM-S-W-3-R-120/277 120 LED CEILING MOUNTED 1-5 ALTERNATE FIXTURES SHALL BE BY "LITHONIA", "METALUX", OR "HALO". ALL FIXTURE SUBSTITUTIONS MUST BE SUBMITTED FOR APPROVAL (SEE SPECIFICATIONS). "NOTE: NOT ALL FIXTURES INDICATED IN THIS SCHEDULE ARE TO BE USED ON THIS PROJECT. GENERAL NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ENERGY SAVING LAMPS 4. ALL EMERGENCY, EXIT AND NIGHT LIGHT FIXTURES SHALL BE CONNECTED AND ELECTRONIC BALLASTS. AHEAD OF LOCAL SWITCHES. UNLESS OTHERWISE NOTED. 2. PROVIDE NECESSARY MOUNTING HARDWARE AND ACCESSORIES FOR ALL 5. ALL ALTERNATE FIXTURES SHALL BE SUBMITTED FOR PRIOR APPROVAL, SEE FIXTURES. SPECIFICATIONS. 3. JPROVIDE .125 MIN. THICK LENSES FOR FLUORESCENT FIXTURES. l LIGHTING PLAN NOTES: OEMERGENCY AND EXIT LIGHTS SHALL BE CONNECTED TO THE BRANCH CIRCUIT SUPPLYING NORMAL LIGHTS IN THE SAME AREA WHERE THEY'RE INSTALLED, CONNECTED ON THE LINE SIDE OF ANY SWITCHING ARRANGEMENTS. THIS BRANCH CIRCUIT MUST BE IDENTIFIED AT THE PANEL BOARD. 20 ELECTRICAL CONTRACTOR TO TIE NEW LIGHTS IN MAIN DINING AREA TO EXISTING CIRCUIT SERVING AREA OF INSTALLATION. 30 RESERVED. O ELECTRICAL CONTRACTOR TO PROVIDE SINGLE POLE, 3 SPEED FAN CONTROL FOR CEILING FANS. SEE 21E101 FOR SWITCH MOUNTING LOCATION. O ELECTRICAL CONTRACTOR TO PROVIDE DIMMER SWITCHES AS INDICATED. VERIFY STYLE AND LOCATION WITH OWNER PRIOR TO ROUGH -IN. VERIFY DIMMER WATTAGE CAPACITY FOR CONNECTED LOAD. ALL DIMMER CIRCUITS SHALL HAVE SEPARATE NEUTRALS" O6 COORDINATE MOUNTING REQUIREMENTS FOR LIGHTS IN BAR ALCOVES WITH OWNER PRIOR TO INSTALLATION AND CIRCUIT TO AA -11. O ELECTRICAL CONTRACTOR TO TIE ALL RELOCATED/ ADDITIONAL FIXTURES TO ORIGINAL CIRCUITS AND WALL SWITCHES/CONTROLS. EXTEND AND RELOCATE WIRE AS NECESSARY. ELECTRICAL CONTRACTOR TO VERIFY LOAD PRIOR TO INSTALLATION. 80 TUBE LIGHTS (NOT SHOWN) SHALL BE PLUGGED INTO A SWITCH OPERATED RECEPTACLE. SEE 2/E101 FOR SWITCH MOUNTING LOCATION. O LIGHTING CIRCUITS CONTROLLED WITH NEW SWITCH BY MANUAL PULL DOOR. VERIFY STYLE AND LOCATION WITH OWNER PRIOR TO ROUGH -IN. 10 PATIO LIGHTING CONTACTOR OVERRIDE SWITCH. SEE SHEET E001" LIGHTING NOTES 1. CONTRACTOR SHALL VERIFY ALL FIXTURE QUANTITIES. 2. VERIFY FIXTURE LOCATION, SEE REFLECTED CEILING PLAN. 3. ALL FIXTURES TO BE PROVIDED BY, RECEIVED, STORED & INSTALLED BY ELECTRICAL CONTRACTOR. 4. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 60' IN LENGTH SHALL USE #12 WIRES MINIMUM, CIRCUITS FROM 61' UP TO 100' IN LENGTH SHALL USE #10 WIRES MINIMUM AND FROM 101" UP TO 150' IN LENGTH SHALL USE #8 WIRES MINIMUM UNLESS OTHERWISE NOTED. 5. ALL FIXTURES LOCATED IN PATIO AREA TO BE APPROVED FOR DAMP AREA LOCATIONS. GAS UNIT HEATER GAS UNIT HEATER EXHAUST CONTROLS CONTROLS FAN SWITCH 3 GANG BOX /12 GANG BOX 3 GANG BOX 2 GANG BOX I I I I I i P I I I i I I 3 I I I HEATERS I HEATERS f HEATERS HEATERS EXHAUST FAN BAR SOFFIT (UNDERSIDE) CONTROL LAYOUT ALL CONTROLS SHALL BE CLEARLY LABELED AS INDICATED. SINGLE 2 GANG BOX 2 GANG BOX GANG BOX AA 1 I AA -3 AA- I "7 AA"9 I I 6 I I GENERAL,LIGHTING CEILING FAINLXiFR9JG BAR LIGHTS THERMOSTAT/TEMP DIMMING DIMMING DIMMING SENSOR CONTROLS CONTROLS CONTROLS TUBE LIGHTING 3 GANG BOX 2 GANG BOX AA -11 "13 i I I I J i0) i ® VOLUME I MISTER FANS I CEILINP FANS BEER TAPS TUBE LIGHTS VOLUME MISTER FANS MISTER CEILING FAN OVERIDE CONTROLS CONTROL CONTROLS BEER TAP & ALCOVE CONTROLS FLUORESCENT LIGHTING BAR SOFFIT (SIDE) CONTROL LAYOUT WALL MOUNTED LIGHTING CONTROL LAYOUT ALL CONTROLS SHALL BE CLEARLY LABELED AS INDICATED. ALL CONTROLS SHALL BE CLEARLY LABELED AS INDICATED. NOTE: ALL CONTROLS AND COVER PLATES TO BE GRAY IN COLOR. 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I, II PATIO DINING li II I OAA -6 AA -18 r_ TV MF AA -18 AA -6 MF_ TV 18 102 AA -18 AA -8 MF_ TV �N REAR LEFT RIGHT 2 Electrical Power Reflected Ceiling Plan NScale 3116"=1'-0" FRONT AA -18 MF AA -8 ONm 1- it A GENERAL NOTES: POWER PLAN NOTES: 1. COORDINATE EXACT CONNECTION REQUIREMENTS OF EACH PIECE OF BAR EQUIPMENT WITH 1O COORDINATE EXACT TV RECEPTACLE MOUNTING LOCATION WITH MILLWORK AND OWNER, ALL TV MANUFACTURER'S INSTRUCTIONS. CABLE TO BE "FREE -WIRED" FROM EACH TV LOCATION TO THE CONTROL ROOM. (TYP) 2. ALL RECEPTACLES IN BAR AREA TO BE GFCI PROTECTED PER NEC 210.8(B)W. PROVIDE GFCI CIRCUIT 2O RECEPTACLES FOR NEON LIGHTS TO BE MOUNTED AT 10'-0" AFF. BREAKERS AS INDICATED FOR EQUIPMENT WITH RECEPTACLES IN LOCATIONS NOT READILY O ACCESSIBLE. A SIGN SHALL BE PLACED IN THE BAR AREA NOTING THAT RESETTING OF RECEPTACLES O RECEPTACLE INDICATED WITH ISOLATED GROUND (IG) SHALL HAVE A SEPARATE GROUND WIRE RUN MUST BE DONE AT THE ASSOCIATED PANEL. TO THE RECEPTACLE AND TERMINATED IN THE PANEL BOARD ON THE IG BUS BAR, WIRING SHALL W ry r� COMPLY WITH NEC 250-21. 3. ELECTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO BAR EQUIPMENT, FURNISH AND ., `O INSTALL ALL JUNCTION BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING. 4O RECEPTACLE SHALL BE ON A GFCI RATED BREAKER. COORDINATE WITH FOOD SERVICE DRAWINGS AND MANUFACTURER'S INSTRUCTIONS FOR LOCATION Vo �UN L—Cf) OF ALL EQUIPMENT CONNECTION LOCATIONS AND REQUIREMENTS. O5 ELECTRICAL CONTRACTOR TO PROVIDE EXHAUST FAN DISCONNECT AND INSTALL PER (n 5:9 MANUFACTURER'S RECOMMENDATION. 4. ALL NEON RECEPTACLES SHALL GO THROUGH (2) POLE CONTACTORS AND BE SWITCHED IN CONTROL 72 �O ROOM ON SINGLE POLE SWITCH. 6O STUB 314" CONDUITS FROM BELOW SLAB. COORDINATE W/PLUMBING, 5. ALL CONTRACTOR SUPPLIED WIRING CONNECTIONS SHALL BE PROVIDED WITH THREE (3) FEET OF O7 POS SYSTEM JUNCTION BOX. ADDITIONAL CORD SO EQUIPMENT MAY BE PULLED AWAY FROM WALL. OS RECONNECT EXISTING TV RECEPTACLES TO EXISTING CIRCUIT ON PANEL PREVIOUSLY SERVING 6. ALL COMPUTER AND TELEPHONE CONDUITS SHALL BE RUN UNDER SLAB UNLESS OTHERWISE NOTED THIS AREA. AT BEGINNING OF JOB. 3/4" CONDUIT MINIMUM, O9 JUNCTION BOX FOR SLIDER DOOR. COORDINATE MOUNTING LOCATION WITH DOOR INSTALLER 7. PROVIDE TV CABLE FROM EACH TV LOCATION TO THE CONTROL ROOM. COORDINATE EXACT ORIGIN PRIOR TO ROUGH -IN. AND TERMINATION LOCATIONS AND MOUNTING HEIGHTS IN THE FIELD WITH OWNER. TV, INDICATES Q POWER RECEPTACLE IN CONJUNCTION WITH TV CABLE FEED FROM CEILING. TVS IN BAR AREA SHALL 10 MISTER PUMP JUNCTION BOX. PUMP TO SERVE ALL MISTER FANS IN PATIO AREA. VERIFY EXACT BE MOUNTED IN MILLWORK SOFFIT FEATURE. COORDINATE TV CABLE TERMINATION LOCATION IN THE O MOUNTING LOCATION WITH OWNER PRIOR TO INSTALLATION. FIELD WITH MILLWORK. 11 DUPLEX RECEPTACLES FOR ROLL -UP CURTAIN MOTORS. MOUNT IN CEILING. CONNECT TO MOTORS 8. POS CONTRACTOR SHALL FURNISH AND INSTALL CABLE AND OUTLET DEVICES FOR POS SYSTEM. PER MANUFACTURER'S INSTRUCTIONS. VERIFY LOCATIONS PRIOR TO INSTALLATION. CABLE SHALL BE RUN IN CONDUIT FROM EACH DEVICE TO POS JUNCTION BOX IN OFFICE. 12 DUPLEX RECEPTACLES FOR CEILING UNIT HEATER. VERIFY EXACT MOUNTING LOCATION WITH 9. ALL PERMANENTLY WIRED FIXTURES LOCATED IN PATIO AREA TO BE RATED FOR DAMP LOCATIONS. OWNER PRIOR TO INSTALLATION. 13 ELECTRICAL CONTRACTOR TO CONNECT BEER SYSTEM TO EXISTING PERLIK POWER PACK ABOVE FIRE ALARM NOTES: EXISTING BEER COOLER IN KITCHEN AREA. a 14 EXISTING RECEPTACLES TO REMAIN/ BE RELOCATED. COORDINATE RELOCATED POSITION WITH THE SCOPE OF THIS WORK IS TO BE PERFORMED BY A LICENSED FIRE ALARM CONTRACTOR AND IS MILLWORK AND OWNER PRIOR TO INSTALLATION. TO COMPLY WITH THE FLORIDA BUILDING CODE AND NFPA 72. FIRE ALARM CONTRACTOR TO PROVIDE iL A COMPLETE SET OF DRAWINGS FOR THE FIRE ALARM AND SUPERVISORY SYSTEM. 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