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CC-17-2849 Plans (2){t KEG` MAP _IA �'ol 4,yf u sm 4; f1 Ala sChurter Gcttoo[ "�` c w W; z' ABBREVIATION INDEX & AND GA. GAUGE Q.T. QUARRY TILE @ AT GALV. GALVANIZED QTY. QUANTITY A/C AIR CONDITIONING GYP. BD. GYPSUM BOARD R.A. DUNKIN' BRANDS A.D. AREA DRAIN HDWD. HARDWOOD RAID, RADIUS A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION APPROX. APPROXIMATE HGT. HEIGHT REQ'D REQUIRED BD. BOARD I.D. INSIDE DIAMETER !RESIL. RESILIENT BLDG. BUILDING INSUL. INSULATION ZM. ROOM BM. BEAM INT. INTERIOR R.O. ROUGH OPENING BSMT. BASEMENT JT. JOINT SCHED. SCHEDULE BTWN. BETWEEN KIT. KITCHEN SEC. SECTION BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT C.L. CENTER LINE LAV. LAVATORY SHT. SHEET C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR CLG. CEILING MAS. MASONRY SPEC. SPECIFICATION CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL CIVIL CONC. MASONRY UNIT MTL. METAL STD. STANDARD COL. COLUMN MFR. MANUFACTURER STL. STEEL COMU,o DUNKIN'/BASKIN MIN. MINIMUM STRUCT. STRUCTURAL DUNKIN7TOGO'S MISC. MISCELLANEOUS SUSP. SUSPENDED TOGO'S/BASKIN M.O. MASONRY OPENING TEL. TELEPHONE MTD. MOUNTED THK. THICK CONC. CONCRETE N.LC. NOT IN CONTRACT THRU THROUGH CONT. CONTINUOUS NO. NUMBER T.O.P. TOP OF PLATE CONST. CONSTRUCTION C.S. CONSTRUCTION NOM. NOMINAL T.O.S. TOP OF STEEL SPECIFICATIONS N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB D.B.I. DUNKIN' BRANDS INC. O.A. OVERALL TRT. TREATED DEPT. DEPARTMENT O.C. ON CENTER TYP. TYPICAL DTL. DETAIL O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE D.F. DRINKING FOUNTAIN OPNG. OPENING V.C.T. VINYL COMPOSITION TILE DIA. DIAMETER OPT. OPTIONAL VERT. VERTICAL DIM. DIMENSION PL. PLATE V.I.F. VERIFY IN FIELD DISP. DISPENSER P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING DN. DOWN PLUMB. PLUMBING W/ WITH DR. DOOR PLYWD. PLYWOOD W.C. WATER CLOSET D.S. DOWN SPOUT PR. PAIR WD. WOOD DWG. DRAWING PROP. PROPERTY W/o WITHOUT EA. EACH P.S.F. PER SQUARE FOOT WP. WATERPROOFING EL. ELEVATION P.S.I. PER SQUARE INCH WT. WEIGHT ELEC. ELECTRICAL PTD. PAINTED VWVM. WELDED WIRE MESH EQ. EQUAL P.V.C. POLY VINYL CHLORIDE EQUIP. EQUIPMENT EXIST. EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN FIN. FINISH FL. FLOOR F.O. FACE OF FT. FOOT FURN. FURNITURE GRAPHIC SYMBOLS SECTION NUMBER A7 A /� ELEV. NUMBER r D 44( A-1 B A-1 SHEET NUMBER c - SHEET NUMBER SECTION INTERIOR ELEV. INDICATOR - -) DETAIL NUMBER A l DETAIL I 2 /. SHEET NUMBER DETAIL PARTITION TYPE DOOR MARK WINDOW MARK DOOR WINDOW COLUMN REFERENCE GRIDS O (xxx -FINISH xx-xx / NUMBER ROOM NAME ROOM 108 NUMBER KEY NOTE EQUIPPJIENT TAG FINIS`~�F.S ROOM DESIGN CODES ARCHITECTURAL MECHANICAL ELECTRICAL PLUMBING CODE LIFE SAFETY ACCESSIBILITY CODE FIRE PREVENTION CODE FIRE ALARM FLORIDA BUILDING CODE (FBC-5TH ED.) 2014 FLORIDA BUILDING CODE MECHANICAL 2014 NFPA 70 NATIONAL. ELECTRICAL CODE 2012 FLORIDA BUILDING CODE PLUMBING 2014 NFPA LIFE SAFETY CODE 2012 FLORIDA BUILDING CODE ACCESSIBILITY 2014 5TH EDITION FFPC - 2014 NFPA 101 & 1 NFPA 72: 2012 NATIONAL FIRE ALARM AND SIGNALING CODE GENERAL NOTES: 1. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE BEST WORKMANSHIP PRACTICES OF THE CONSTRUCTION TRADE. ARCHITECT RESERVES THE RIGHT TO REJECT A MATERIAL OF WORK, WHICH DOES NOT CONFORM TO THESE STANDARDS. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND OTHER APPLICABLE LOCAL AND NATIONAL CODES. 3. ALL MATERIALS FURNISHED ON THE SITE SHALL BE NEW AND STORED IN SUCH A MANNER AS TO PROTECT THEM FROM THE ELEMENTS. GENERAL CONTRACTOR SHALL KEEP THE SITE CLEAN AND FREE OF DEBRIS AT ALL TIMES DURING THE CONSTRUCTION PERIOD. 4. THESE PLANS MAY BE USED ONLY UNDER SUCH CONDITIONS IN WHICH ALL APPLICABLE SAFETY LAWS, RULES AND REGULATIONS ARE BEING OBSERVED COMPLIANCE IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 5. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, SUPPLIES, EQUIPMENT AND SERVICES TO INCLUDE BUT NOT LIMITED TO GENERAL CONSTRUCTION, ELECTRICAL, PLUMBING AND MECHANICAL WORK REQUIRED FOR COMPLETE AND OPERATIONAL JOB AS SHOWN AND/OR INDICATED ON THESE DRAWINGS. 6. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION AND ALL WORK PROVIDED BY SUBCONTRACTORS OF THE VARIOUS TRADES. 7. SUBSTITUTIONS OR "APPROVED EQUALS" PRODUCTS SHALL BE LISTED AND APPROVED BY ARCHITECT. ALL MATERIALS SHALL BE ORDERED IN TIMELY FASHION AND WILL NOT CONSTITUTE REASON FOR SUBSTITUTION. DELAYS FOR MATERIALS WILL BE SOLE RESPONSIBILITY OF THE CONTRACTOR. 8. THE ARCHITECT SHALL BE PROVIDED WITH SAMPLES, SUBMITTALS, SHOP DRAWINGS, FOR FIXED AND OPERABLE HURRICANE SHUTTERS, MILLWORK, FIREPLACE, WINDOWS AND DOORS, AND TRUSSES, ETC. THE DRAWINGS ARE FOR CONSTRUCTION. THE DIMENSIONS MAY VARY DO TO THE CONSTRUCTION PROCESS AND FIELD CONDITIONS. ALL DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION. 9. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTPACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. DIMENSIONS MAY VARY ON SITE DUE TO THE CONSTRUCTION PROCESS AND FIELD CONDITIONS. DRAWINGS ARE NOT TO BE SCALED IN TI IE FIELD, ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AT ONCE_ BEFORE PROCEEDING. CONTRACTOR SHALL BE RESPONSIBLE FOR WORK WHICH PROCEEDS WITHOUT DO COURSE AND COORDINATION. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, FEES, LICENSES AND TAXES, RELATED TO WORK. 11. SURFACES TO BE PAINTED SHALL BE FILLED, SEALED AND SANDED AS REQUIRED. COLORS TO BE SELECTED BY THE ARCHITECT. FOUR TEST SAMPLES SHALL BE MADE, PRIOR TO EXECUTION OF WORK. THE ARCHITECT SHALL ALSO SELECT COLORS OF READY -BUILT PRODUCTS. 12. GENERAL CONTRACTOR SHALL BE RESPONSIBLE THAT ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL DRAWINGS ARE EMPLOYED SIMULTANEOUSLY IN THE CONSTRUCTION OF THIS PROJECT. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 13. NO DEVIATIONS OF THESE PLANS ARE ALLOWED EXCEPT WITH WRITTEN CONSENT OF THE ARCHITECT. 14. BEFORE SUBMISSION OF BID, THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH THE EXISTING CONDITIONS. 15. LAWFUL AND PROPER DISPOSAL OF ALL WASTE MATERIAL SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 16. GENERAL CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS AND COORDINATE WITH THE OWNER THAT THE BUILDING IS SECURE AT ALL TIMES DURING THE CONSTRUCTION) PERIOD. GENERAL CONTRACTOR SHALL COORDINATE CONSTRUCTION SCHEDULE WITH OWNER AND HIS SECURITY SERVICES PRIOR TO CONSTRUCTION START. 17. ANY DEMOLITION SHALL BE IN STRICT ACCORDANCE WITH THE STRUCTURAL ENGINEERING REQUIREMENTS. REFER TO SHORING AND DEMOLITION PLANS ON THE STRUCTURAL_ SHEETS. SPECIAL CARE SHALL BE TAKEN DURING THE DEMOLITION AND CONSTRUCTION PERIOD, THAT NO DAMAGE WILL OCCUR TO ANYTHING IN EXISTING AREAS WHICH ARE INTENDED TO REMAIN. 18. GENERAL CONTRACTOR SHALL INSTALL A FIRST Air) KIT AT JOB SITE IN A READILY ACCESSIBLE LOCATION. 19. CONTRACTOR SHALL PROVIDE WX 8" CONCRETE LINTEL OVER ALL OPENINGS NOT COVERED BY PROPER TIE BEAM OR OTHER HEADER. 20. ALL FIXED GLASS WINDOWS ARE TO HAVE SIZES VERIFIED IN THE FIELD. 21. ALL CEILING HEIGHTS ARE REFERENCED FROM NEAREST FINISH FLOOR ELEVATION. ALL BEARING ELEVATIONS ARE BASED ON 0'-0" ( REFERENCED ELEVATIOM 22. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS. PATCH AND REPAIR SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED. 23. ALL PARTITIONS ARE DIMENSIONED FOR STUD FACE TO STUD FACE UNLESS OTHERWISE NOTED. ALL DIMENSIONS MARKED "CLEAR" OR "HOLD" SHALL BE MAINTAINED AND SHALL ALLOW FOR THICKNESS OFALLWALL FINISHES, U.O.N. AND MUST BE ACCURATELY MAINTAIN WITH A MINIMUM VARIATION OF 1/8". 24. DIMENSIONS MARKED + MEANS A TOLERANCE NOT GREATER OR SMALLER THAN 2" INCHES FROM INDICATED DIMENSION, U.O.N. VERIFY FIELD. IN CASE OF CONFLICT NOTIFY ARCHITECT'S OFFICE FOR CLARIFICATION. 25. ALL DIMENSIONS TO THE EXTERIOR WINDOWS WALL ARE TO THE INSIDE FACE OF SILL U.O.N. 26. ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 27. ALL WORK ERECTED AND PLUMBING INSTALLED SHALL BE LEVEL, SQUARE, AND TRUE AND IN PROPER ALIGNMENT. 28. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 29. REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS AND PLENUM BARRIERS LOCATIONS. 30. REFER TO POWER AND EQUIPMENT PLANS, AND REFLECTED CEILING PLANS FOR LOCATION OF SWITCHES, OUTLETS AND THE LIKE TO BE REMOVED, PATCH & REPAIR PARTITIONS TO MATCH ADJACENT SURFACE AND FINISH. 31. DIMENSIONS, LOCATING DOORS ARE TO BE INSIDE EDGE OF JAMB. L1.O.N. 32. ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BLOCKING FOR ALL MILLWORK NOT SUPPORTED BY SLABS OR ABOVE 4'-0" HEIGHT. ALL CONCEALED LUMBER AND BLOCKING TO FIRE TREATED. INDEX OF'DRAWINGS CS-1 COVER SHEET / AFA QHITECTURAL DATA SP-2 SITE PLAN 1-4-18 C-1 DDRA.INAGE PLAN C-2 GRADING AND DRAINAGE DTAILS T-1 RESPONSIBILITY MATRIX & FINISH HARDWARE SCHEDULE D-1 DEMOLITION PLAN LS-1 LIFE SAFETY PLAN A-1 FLOOR PLAN, NOTES & PARTITION TYPES A-2 REFLECTED CEILING PLAN, SCHEDULES, DETAILS A-3 FINISH PLAN, FINISH SCHEDULE A-4 INTERIOR ELEVATIONS / WALL FINISH SCHEDULE A-5 EXTERIOR :AND INTERIOR ELEVATIONS / WALL FINISH SCHEDULE A-6 ROOF PLAN AND DETAILS K-1 EQUIPMENT PLAN AND SCHEDULE S-0 STRUCTURAL NOTES S1.0 FOUNDATION PLAN S1.1 ROOF FRAMING PLAN S2.0 STRUCTURAL FOUNDATION DETAILS S3.0 STRUCTURAL FOUNDATION ROOF FRAMING DETAILS S4.0 STRUCTURAL DETAILS S4.1 STRUCTURAL DETAILS, SCHEDULES, AND NOTES S5.0 STRUCTURAL DETAILS, SCHEDULES, AND NOTES S5.1 STRUCTURAL DETAILS, SCHEDULES, AND NOTES M-1 MECHANICAL FLOOR PLAN, MECHANICAL ROOF, NOTES AND SCHEDULES M-2 MECHANICAL DETAILS AND SCHEDULE M-3 MECHANICAL DETAILS AND SCHEDULE E-1 LIGHTING PLAN AND POS COMMUNICATIONS E-2 CIRCUIT PLAN, ELECTRIC ELEVATIONS E-3 ELECTRIC ELEVATIONS AND SCHEDULE E-4 ELECTRIC NOTES AND RISER E-5 ELECTRIC PANELS, ELECTRIC NOTES, RISER P-1 PLUMBING SANITARY PLANS AND RISER P-2 PLUMBING SUPPLY PLANS AND RISER P-3 PLUMBING NOTES AND DETAILS P-4 PLUMBING NOTES AND DETAILS SCOPE OF WORK: ,;HE SP CE !S WITH BARRY UNIVERSITY GRANDER HALL BUILDING. THE SCOPE OF WORK CONVERTING AN EXISTING CAFE TO A DUNKIN DONUTS. NEW PL JMBING AS PER PLUMBING PLANS N'EW ELECTRICAL AS PER ELECTRICAL PLANS i IEW MECHANICAL AS PER MECHANICAL PLANS TRUCTURAL WORK SHALL CONSIST OF FOUNDATION, ROOF FRAMING, IViL WORK SHALL CONSIST OF PAVING COURT YARD AND RELOCATING CATCH BASIN T ERIOR WORK SHALL CONSIST OF: DEMO OF EXISTING CAFE AS PER FLOOR PLAN NEW PARTITION WALLS AS PER FLOOR PLAN NEW FINISHES AS PER FINISH PLAN AND INTERIOR ELEVATIONS NEW CEILING GRID AND LIGHT FIXTURES AS PER RCP i:,)UNKIN BRANDS DATA STORE DIMENSIONS: RETAIL SERVICE, KITCHEN PREP AREA SEATING AREA _STORAGE/REST ROOM/ OFFICE AREA TOTAL COOLER/ FREEZER COMBO TOTAL: REST ROODS: NUMBER OF RESTROOMS PUBLIC ACCESS TO REST ROOMS ACCESSIBLE REST ROOMS DRIVE-THRU: YES/NO NUMBER OF DRIVE THRU WINDOWS MENU BOARD SIZE (SINGLE, COMBO) CAR LENGTHS FROM MENU TO WINDOW STACKING (TOTAL_ # OF VEHICLES) ESCAPELANE DRIVE THRU TIMER SYSTEM SEATING: SQ.FOOTAGE 860 Sq. Ft. 138.00 Sq. Ft. 390.00 Sq. Ft. 154 Sq. Ft. 1,542.00 Sq. Ft. NUMBER YES YES m # OF INTERIOR TABLES 3 # OF INTERIOR SEATS 16 # OF EXTERIOR TABLES 4 # OF EXTERIOR SEATS 16 # OF BARRIER FREE SEATING UNITS X S T AND UP COUNTERS (Y/N) YES (2) TOTAL # OF SEATS 32 IMAGE TYPE: SINGLE BRAND/ COMBO (DD-BR-DD/BR) DD-BR-COMBO IF PROJECT SUMMARY CODE SUMMARY OCCUPANCY CLASSIFICATION ASSEMBLY A-2 ( RESTAURANT) BUSINESS -GROUP B CONSTRUCTION TYPE: TYPE IIA SPRINKLERED: NO ZL 0 1 -4-18 FIRE ALARM: YES LEVEL OF ALTERATION: LEVEL 3 (FBC EX: 505) CLASSIFICATION OF REhABIL.ITATION: RECONSTRUCTION: (FFPC 101 CHAPTER 43: 43.2.2.1.2 ) SQUARE FOOTAGE AREA: 1,542.00 SQ. FT. OCCUPANT LOAD CALCULATIONS KITCHEN/SERVICE ARE,": 860 SQ. FT. / 200 GROSS = STANDING SPACE 38 SQ. FT. 15 NET = SEATING AREA 138 SQ. FT. / 15 NET = MEANS OF EGRESS No. OF EXITS (2014 FBC 1021.1) MAXIMUM DISTANCE TO EXITS DUNKIN DONUTS PLUMBING FIXTURES REQUIRED: ( PER FBCP 2014 TABLE 403.1) WATER CLOSET: LAVATORIES: DRINKING FOUNTAIN: SERVICE SINK: 4.3 PERSONS 7.6 PERSONS 9.2 PERSONS REQUIRED PROVIDED 2 2 REQUIRED PROVIDED 01-4-18 _ --5 1' 06 �1\ REQUIRED PROVIDED 0.16 22 0.13 19 (N/A PER FBCP 2014 410.3) 1 1 PER FBCP 2014 TABLE 403.3 LOCATION OF TOILETS FACILITIES IN OCCUPANCIES OTHER THAN MALLS. IN OCUPPANCIES OTHER THAN COVERED AND OPEN MALL BUILDINGS, THE REQUIRE PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN 05 STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH TOILET FACILITIES, AND THE PATH OF TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED DISTANCE OF 500 FEET (152 M) . PERMIT# FMANil SFiORES VILLAGE BUILDING DEPARTPAENT APFROV D I BY ®AITI= ZONING E'LECTkUC-&'_! 7liBi( l� Chi (F~ 117MMiMrV • development in( a) U C VENTURA i michccl a. ventu•-� 11870 w spate rd -04: #C I davie, flforida 33325 phone : (954) 423-136: _W ventura-architecture.cor A A 0 0 0 3 1 2 , V J J Q 2 ctf LLI Z � r co M _ W LL �- 9 zL1J -0 L LJ 0�Cv O> p Z c: r\1 0 �- LLl ='^ z Z vJ �(r©-M Z co Q o �I�ty C) 0 Ili r revIsIons: /1 01-04-18 BUILDING COMMENT Drawn by: Pedro Rincon date: 11-21-2017 -. • development inc w W W W W W Y W W W W 4 W W w W W W W W W W W W w W W W w W W Y W W W w wEXIbTAq W W WGRASSYAND S,HRUBSTO W "'REMAIN AND ,RWE V `YEQ W W W �CJ�m✓�wi�v W W W W W W W W W W W w W W W _ w W jE REA W W XISTING OURTYARD 0 • NEW LANDSCAPE (SHUF�BS) AND GRASS • EXISTIN TREE TO REMAIN AND REUSED • PROVIDE 6'-8" BARRIERS AROUND ----TR E ES-L- S-TH-AN -lS-I NGHf Hit_- DIAMETE AND SHOW 1o'-12" BARRIERS AROUN TREES - 18INCHES IN DIAMETER 0 GREATE EXISTING BUILDING s EXISTING BUILDING EXIST. 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V M .J j LL Z L1J -0 W 0p Z C%,� 0 z Z 1 v^J � of O Z M Q U 0 Cal b- revisions: A202-09-18 TREE REVIEW COMMENT Drawn by: Pedro Rincon date: 11-21-2017 • development inc a> L D U (D OIL VENTURA michael a. ventura 11870 w state rd 84 #C14 davie,_ floridG 33325____ phone : r254) 4211362 ventura-nrhiteefure.cor A A 0- 00 3--1 2 3- 5 2 (D 0 _1 m J J Q ry W Z Q co C� M > co J � LL I— ry > co z W -0 W pz(`10 — � r z z ti 0� 00 C'7 Z Q �$ 0 Q U revisions: ZL02-09-18 R D REVIEW COMMENT Drawn by: Pedro Rincon date: 11-21-2017 2, NEW SHEET SP-1 61 0 1 SITE PLAN NTS NOTE: NOT USED NTS NOTE: WA GAFEZN1EI?- 1B -LT IILIDIN1G EXISTING�ARCADE G A FZ 1\�- ]E 1Z 13uIlL.1311\zG AVE. NEW CONCRETE SIDEWAY "• NO y NEW CONCRETE SIDEWAY 41-0 1/41"�; �:. . �NiSF�Nc wAKv�X4 0 P 0 11 i N. W. 1 15th N. W. 1 15th STREET LO BARRY UNIVERSITY CAMPUS SHEET 3 Lj SHEET 2 IISHEET 1 N. W. 1 1 1 th STREET ME, 1 15th STREET 2 LOCATION MAP: NOT TO SCALE 2 KEY PLAN NTS NOTE: • development inc VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 venturo-architecture.com AA 0 010 3 1 2 3 NR- 1 6 5 2 Vs •• a •••••. J 2 Lu Z Q C.0 C'7 M co U) a) LL f— > zw-0w elf O> c: tv Z) LU O Z_)-Z()Lo or O M Z o Q U C)oor-- 6- revIslons: ZE 01-04-18 BUILDING COMMENT 03-19-18 BUILDING COMMENT Drawn by: Pedro Rincon date: 11-21-2017 01-4-18 CATCH BASIN SCHEDULE No. DESCRIPTION TOP EL. IN INV. OUT INV. CB1 C.B. EXISTING TO BE REMOVED 13.55' 10.5' 10.33' CB2 C.B. EXISTING TO REMAIN AS IS 13.25' 9.73' 9.53' C83 C.B. EXISTING TO REMAIN AS IS 13.50' 9.08' 8.92' C134 C.B. EXISTING TO REMAIN AS IS 12.50' 8.60, 6.00' CB5 C.B. EXISTING TO REMAIN AS IS 12.50' 6.00' 6.00' CB6 C.B. EXISTING TO REMAIN AS IS 12.83' — 9.83' CB7 C.B. EXISTING TO REMAIN AS IS 12.83' 9.63' 9.50' CB8 C.B. EXISTING TO REMAIN AS IS 12.50' 8.90' 6.00' CB9 C.B. NEW TO BE PROVIDED 13.09' 10.14' 10.05' CONTRACTOR TO VALIDATE ALL EXISTING ELEVATIONS AND CONSULT WITH ENGINEER IN CASE OF DISCREPANCY. F.F =14.17 13.34 NEW CONC. 2.0% 13'-0" ORTH MIAMI - -- AVE-A' EDGE OF CU N C1 PAVER CONNE LINE FENC 0 OLDR-1 0 4"0 DOWN FROM ROOF 802 SO. FT. 4" ® 1% SLOPE (D LDR-2 4"0 DOWN FROM ROOF 715 SQ. FT. 4" @ 1% SLOPE O3 1,517 SQ. FT. 5" ® 1% SLOPE CONNECT TO EXISTING CATCH BASIN NEW C.B. #9 RIM 13.09' PAVER CONNECTION I� Z W X Z W SECTION Cl SCALE : NITS EXITING C.B. #2 RIM 13.25' 19.4' 34.00' 14.17 TS 13.34 TW PAVER CONNECTION LINE ►l IN PALM TREE FROM ROOF EXTENSION CONNECT T( NEW CB9 4 N 8"0 11.17' TE TO C.B. EDGE OF a EXISTING CORRIDOR EXISTING ARCADE z 4 PA>UA45. N 8 � C63 r PIP NEW CR. r CB9 ('BASS 7Z"0 3 "` 13 % 01 10"o r 01% .Ep ....... L Gi...' - .��. 4 . CB6 EX. 10"0 0!1% 1 W L u 4 0 0 L law �• 4 Lil EXISTING SWALE TYPICAL 6 e EXISTING UNDERGROUND EXFILTRATION SYSTEM TO REMAIN AS IS 1860 ERFORATED HDPE PIPE cap.-` X. ' • �. - R '> . _. EX. 10"0 C88 w 14 !IIIIC111111 i111111U111 111111111111 111111111111 FICUS O a^ n1A. 6' SP. GRADING & DRAINAGE PLAN SCALE : 1 /16" = 1'0" REVISIONS _02/16/2018 DEP. REVISION `. 02/23/2D18 DER REVISION I r_ r U) W >- Op aLoZ�� V N z wZ) <t Z'Za��<t0 F-a JWLLJ�� ®� O Q U ,\W 4j �4 .as F,-•I v �MWM Q DRAWN RRY CHECKED RRY DATE November 21. 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. COF NOTE: EXISTING TREES TO REMAIN. NO DEMO OF TREES ,- - C-1-P .I Precast 4 =7. Or C-I-P > Or Precast Or Bh°own Irmo a s)5e o less 2 hh ans T 2 a NOTE: qlt. B SrucWre Be�tom O°I�. See Index 425-010 for structure bottom tletal s an ole eel oreement. (For Pipes 30" Dia. And Larger) INLET WITH STRUCTURE BOTTOM RECOMMENDED MAXIMUM PIPE SIZES Inlet Inside Width Pipe Size 2'-11" Or S f ?A'4'-0" Or 3'-10" 30" Note: Rtve�cgofim endedn str(gs are,Fr,�pnote i ��Izes for,,�Qit�1e 42y-O plPorrlarger pipe see bottom �N6 above anld Inex io en r- - T� -r z" o" 0" C-I-P T-3" Precast i �M PII[y! SFa./CirfOsef toocaoon @ 12" PC. C-1-P gqCCEEPIILALLNNE SHo�/1 (CAGRATE�PRECAST INLET SIMILI�kiOUT C1 I CATCH BASIN 1 SCALE: 1 /4" = 1'-011 SITE LEGEND EXISTING NON CONCRETE PAVEMENT BRICK PAVEMENT -x x FENCE BUILDING BITUMINOUS -PAVEMENT GRADING LEGEND EXISTING NBT iliii�-STORM LINE FLOW -5- '--�,5,"- CONTOUR 6.10 or 66> ELEVATION UTILITY LEGEND -REUSE REUSE LINE - v - -w - WATER LINE FORCE MAIN LINE SANITARY SEWER LINE C2 LEGEND N.T.S. 4'-3" 0.0, B Y "x1 y�"z " a0 Re ",JX q ) C Inlet OPTIONAL BAR SPACING - 4'-3" O.O. - _ _ 3" 6" 6" 6" 4Yz" - I>" eBrY"xtY"z5" 36 r< Inlet 5x3xs/e �' T7T " 42 sitnld r eels Detai s nd S°e ions 7788 = us Races w 6 Bars @") Intermediate Bars -- - Main Bars TWO REQUIRED PER INLET 55 Steel Gnat . MMW.I Bars 5"xya" ImeJnl�diaheaarg�1y71l Rehcu ine ars 1Y4 x le et EI at' As i Inlet own�n �rans r� l J/- Steeel Grate, See Detail ! L Iz, . O-I-P j C-I-P It 14 I/Fg ebOi JJ P 4 o-g�rx 1 j IL it3" Cl. C-I-Pi g" 2'-11" g^ Precast 6" Y-3" B. (Pipe Opening Not Shown) q�NSEC�TTIOEN BABE g p (C Pg�RECAST I�L�� SIMILARWN GENERAL NOTES a s '[abl for villa a wale ditche or th r as su 'ect t hea heel to dads, mini um debris. This 1. Ti !,let s. o a "� hh r5 6' inle ma 6e `�a ede areasasu r ct Lsd o sI n I s r n traffic uc°h a i�n gal a areas an°e pavement areas wnere ppedcestnans can wal�C aroun°d°{�le in�etP�' is in�et is not or usesn a Tiev a way. p 2. When alternate "G" grate is specified in plans, the grate is to be hot dip galvanized after fabrication. 3. Ail reinforcing is Grade 60 bars with 2" min. cover unless otherwise noted. See Index 425-001 for equivalent area of welded wire fabric. Cut or bend bars out of way of pipe to clear pipe 1YZ . 4. All exposed edges and comers shall be %" chamfer or tooled to Y4" radius. 5. All dimensions are for both precast and cast -in -place inlets unless otherwise noted. 6. For supplementary details see Index 425-001. 7. Inlet to be paid for under the contract unit price for Inlets (Gutter Type V), EA HORIZgN1T&/LWAgL 1)RCING D SCHEDULE [4REA (In `n1 ) MAX. SPACING BARS WWF 0'-5' Al2 0.20 12" 6" 6" 5^ 5' - 9' A6 A4 B5.5 0.20 0.20 9' -12 9'-15 4" 3^ 5" 0.24 5Y2" 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER 2. ALL CONCRETE USED IN PARKING LOT UNLESS OTHERWISE INDICATED SHALL HAVE A COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. 3. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE ENGINEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. 4. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1-ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. 5. LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT 6. CONTRACTOR SHALL KEEP ALL JOINTS CONTINUOUS. 7. SAWING OF JOINTS SHALL BEGIN FOUR (4) TO SIX (6) HOURS AFTER PLACING OR AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TO PERMIT SAWING WITHOUT EXCESSIVE RAVELING AND BEFORE CONTROLLED CRACKING OCCURS. IF NECESSARY, THE SAWING OPERATIONS SHALL BE CARRIED ON BOTH DAY AND NIGHT REGARDLESS OF WEATHER CONDITIONS. A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH B. PAVEMENT -MAXIMUM JOINT SPACING SEE TABLE THIS SHEET. 8. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR VISQUEEN AND BURLAP 9. COMPACTION TESTING OF THE SUBGRADE SOILS SHOULD BE PERFORMED TO THE FULL DEPTHS RECOMMENDED HEREIN AT A FREQUENCY OF AT LEAST ON TEST PER 10,000 SQUARE FEET, OR AT A MINIMUM OF AT LEAST THREE LOCATIONS, WHICH EVER IS GREATER. BEAM SPECIMENS TO VERIFY THE FLEXURAL STRENGTH OF THE PAVEMENT CONCRETE SHOULD BE OBTAINED FOR AT LEAST EVERY 50 CUBIC YARDS, OR AT LEAST ONCE FOR EACH DAY'S PLACEMENT, WHICHEVER IS GREATER. AT TH 1. COORDINATE SERVICE CONNECTION LOCATIONS E BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL CONFORM TO CODE REQUIREMENTS FOR VERTICAL AND HORIZONTAL SEPARATION. 4. WATERMAIN/SERVICE PIPING SHALL BE OF A MATERIAL APPROVED BY PLUMBING CODE. 5. PROVIDE THRUST BLOCKING ON ALL DOMESTIC AND FIRE PROTECTION WATER SERVICES. PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 6. SANITARY SEWER PIPING SHALL BE OF A MATERIAL APPROVED BY PLUMBING CODE. 7. STORM SEWER PIPING SHALL BE OF A MATERIAL APPROVED BY PLUMBING CODE. 8. CONTRACTORS ARE TO COORDINATE ALL WORK WITH GAS, ELECTRIC, TELEVISION AND TELEPHONE COMPANIES PRIOR TO START OF CONSTRUCTION. 9. ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GAS TIGHT OR WATER TIGHT IN ACCORDANCE TO GOVERNING PLUMBING CODE. 10. SITE UTILITIES SHALL BE SCREENED FROM VIEW WHENEVER POSSIBLE. - Yz" Gap )z" Gap - �^ 3" 1Y4" CI.to C5 '12"C[fa. _ = __ 5516' S/161.... � 5556" - r - GENERAL CONCRETE PAVING NOTES UTILITY NOTES c O 9 1 E T � � ��^xx4„ c� (\wry,' `//�) c� o - /e" g .-Belowrate eat / W4xW4 WWF C3 N.T.J. v v N.T.J. 4= HO)'SeWee�eif) Hor�w�a�e�fl ftrs. 1. THE CONTRACTOR SHALL VISIT THE SITE, REVIEW ALL CONSTRUCTION DOCUMENTS AND FIELD VERIFY THE L (� EXISTING CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR WORK THAT COULD HAVE BEEN IDENTIFIED BY A SITE VISIT OR CONSTRUCTION DOCUMENT REVIEW. g �) 3" CI 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL EXISTING UTILITIES. THE r TIN CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MARK ALL EXISTING UTILITIES 48 HOURS r s" BEFORE CONSTRUCTION STARTS. CONTACT STATE ONE CALL UTILITY LOCATING SERVICE TO FIELD LOCATE ' i \ Min. 1}q 1 � rs. R DUET CONSTRUCTION. (aOg^p�� EXISTING UTILITIES. CONTACT UTILITY OWNER IF DAMAGE OCCURS 0 1Yz'cl. L�� f ab`T 1. ALL DIMENSIONS ARE TO FACE OF CURB (4" FROM BACK OF CURB) UNLESS NOTED OTHERWISE. SITE 3. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED FOR REMOVAL. _ pening pe 1� DIMENSIONS ARE MINIMUM REQUIREMENTS. FOLLOW ALL GOVERNING AGENCY CODES. 4. NOTIFY CITY BUILDING INSPECTOR BEFORE TRENCHING AND EXCAVATION WORK COMMENCES. THE 2. REFER TO ARCHITECTURAL PLANS FOR PROPOSED BUILDING LAYOUT. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO START OF CONSTRUCTION. 3. NO PONDING OF WATER OR ABRUPT TRANSITIONS WILL BE ALLOWED WHERE NEW 5. NO LANDSCAPED SLOPES ARE TO EXCEED 4:1 (4 FEET HORIZONTAL TO 1 FOOT VERTICAL) UNLESS NOTED 6"n . PAVEMENT/CURB/SIDEWALK MATCHES INTO EXISTING PAVEMENT/CURB/SIDEWALK. EXISTING OTHERWISE. °' q4 p trs( Y PAVEMENT/CURB/SIDEWALK SHALL BE SAWCUT ALONG ADJOINING EDGE. 6. HANDICAP PARKING AREAS SHALL NOT HAVE SLOPES IN ANY DIRECTION THAT EXCEED 2%. if4 ears @ 12" Ctrs. - - - OrB1�rs' (�rs (seb)6" Slab) 4. AT A MINIMUM ACCESSIBLE PARKING STALLS SHALL BE 8-FEET WIDE BY 18-FEET LONG WITH ACCESS 7. PROVIDE POSITIVE DRAINAGE FROM BUILDINGS AT ALL TIMES. AISLES 5-FEEL WIDE BY 18-FEET LONG. VAN ACCESSIBLE ACCESS AISLES SHALL BE AT A MINIMUM 8. UPON COMPLETION OF THE GRADING AND UTILITY WORK, THE CONTRACTOR SHALL CERTIFY THAT ALL a° 4'-01.s^ s° 3' 10" s 8-FEET WIDE. GRADING AND UTILITY WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED GRADING AND UTILITY - - 5. THE CONTRACTOR SHALL CONTACT THE LOCAL FIRE MARSHALL FOR THE EXACT PLACEMENT OF FIRE LANES, PERMITS. AN AS -BUILT GRADING AND UTILITY PLAN SHALL BE SUBMITTED TO THE OWNER FOR REVIEW (Pipe Opening Shown) (Pipe Opening Not Shown) PAINTED CURBING AND NO PARKING AREAS FOR FIRE PROTECTION PURPOSES. AND DISTRIBUTION. SECTION AA SECTION AA 6. REFER TO STRUCTURAL PLANS FOR STOOP DETAILS. ALL WALKS ARE TO BE CENTERED ON THE DOORS. 9. ALL DEBRIS CREATED IN THE PROCESS OF CLEARING AND GRADING THE SITE SHALL BE REMOVED FROM (CAST -IN -PLACE INLET) (PRECAST INLET) 7. INSTALL APPROPRIATE EXPANSION MATERIAL WHERE CONCRETE IS ADJACENT TO BUILDING FACE. THE SITE. THIS INCLUDES TREES AND SHRUBS. UNDER NO CIRCUMSTANCES SHALL THIS TYPE OF MATERIAL BE BURIED OR BURNED ON THE SITE. 10. THE INTENT IS TO STRIP AND SALVAGED TOPSOIL FOR POTENTIAL RE -SPREADING ON THE SITE, IF APPROVED BY THE LANDSCAPE ARCHITECT AND/OR SPECIFICATIONS. TOPSOIL - AFTER COMPACTION - SHALL BE RE -SPREAD PRIOR TO SEEDING AND MULCHING. EXCESS TOPSOIL MAY BE REMOVED FROM THE SITE PROVIDING THERE IS ADEQUATE TOPSOIL REMAINING TO PROPERLY FINISH THE SITE AS NOTED ABOVE. THE TOPSOIL STRIPPING, STOCKPILING AND RE -SPREADING SHALL BE DONE IN ACCORDANCE TO, AND NOTED ON, THE APPROVED GRADING PLAN AND SPECIFICATIONS. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE DRAWINGS AND SPECIFICATIONS FOR ANY SPECIAL TOPSOIL OR PLANTING REQUIREMENTS. 11. ALL GRADING OPERATIONS SHALL BE CONDUCTED IN A MANNER TO MINIMIZE THE POTENTIAL FOR SITE EROSION. EROSION CONTROL MEASURES SHALL BE INSTALLED TO PREVENT SEDIMENT FROM RUNNING OFF ONTO ADJACENT PROPERTIES. ANY DAMAGE TO ADJACENT PROPERTIES MUST BE CORRECTED AND RESTORED, AT NO COST TO THE OWNER, AS SOON AS PERMISSION IS GRANTED FROM THE ADJACENT PROPERTY OWNER(S). 12. THE CONTRACTOR SHALL LIMIT THE DISTURBED AREA AS MUCH AS POSSIBLE. 13. RETAINING WALLS GREATER THEN OR EQUAL TO 30-INCHES HIGH SHALL HAVE APPROPRIATE SAFETY FENCING ALONG THE TOP OF WALL. RETAINING WALLS AND SAFETY FENCING ARE TO BE DESIGNED AND CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT. C5 SAW CUT JOINT 1/4" TUVU 1 .J.1. r11\ CONTRACTION JOINT (SAW JOINT C.J.) RECOMMENDED MAX. JOINT SPACING PAVEMENT RECOMMENDED MAXIMUM THICKNESS JOINT SPACING (INCHES) (FEET) 4.0 a 6.0 10 OVER 6.0 14 CONCRETE PAVEMENT DETAIL N.T.S. ** OR APPROVED EQUAL 1/2" 1/8" R X C4 1 1/4" FROM SURFACE JOINT FILLER I �8" OR ENTIRE DEPTH OF FILL, WHICH EVER IS GREATER. COMPACTED SUBGRADE (TYP.) 98% MAX. DENSITY FBV >75 CONSTRUCTION JOINT (CS.J.) GENERAL NOTES N.T.S. EXPANSION JOINT (E.J.) TYP. THICKENED EDGE NOTE: 1. PROVIDE 1/2" RADIUS ON ALL EXPOSED EDGES. 2. PROVIDE THICKENED EDGE WHERE CONC. PAVING ABUTS ASPHALT PAVEMENT, BLDGS AND PERVIOUS AREAS. 3. PROVIDE 1/2" PREMOLDED EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS OTHER CONCRETE PAVEMENT, BUILDING, POLE, ETC. C7 I GRADING NOTES N.T.S. BROOM FINISH NOTE1 PAVING SECTION IS SHOWN FOR PRELIMINARY PRICING ONLY, DESIGN ENGINEER SHALL PROVIDE PAVEMENT DESIGN CAPABLE OF HANDLING ANTICIPATED TRAFFIC LOADS FOR SITE SPECIFIC UNDERLYING SOILS AND WEATHER CONDITIONS. CQ I CONCRETE PAVEMENT O N.T.S. CONCRETE SHALL BE REINFORCED BY SYNTHETIC MICRO AND MACRO FIBER REINFORCING. 8' CONCRETE PAVEMENT. 5' AGGREGATE BASE COMPACTED TO AT LEAST 100% STANDARD PROCTOR DENSITY. SCARIFY AND RECOMPACT SUBGRADE TO AT LEAST 100% STANDARD PROCTOR DENSITY -PROOF ROLL. REVISIONS • Z T v' • ®. � as. 00 ea.. •less• � ..r-L 00 [(� =.s M. �iW� r4�:e Wl r �• � ��vvpp � e co 'L7 Q e z 10 •� r}� r z°-�) -Ju- �;o� QO LO LEI OL0 Cr I. - U p (Jam 1 V rael � W M 14 10� ell V1 ~ r-I F--1 a� DRAWN RAY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN SOB NO. 17-078 SHEET TITLE SHEET NO. Cm2 OF development inc Re b 11ty Magri I, dC'sQveiatl ResponObill A. The GC is responsible for purchasing and installing, at GC's expense, everything shown or referenced in the Contract Documents, except for the Items specifically set forth .below as Exceptions to the GO's Overall Responsibility. :The Contract Documents, Ghall Include the following: the plans, the specifications, the responsibility matrix, change orders, modifications to the contract, requests for - information, field instructions, and any other item as set forth in the Agreement Between - the Contractor and Owner. : - .... All items not indicated on the responsibility matrix are the responsibility of the GC to furnish and install. - - - - B. The GC is responsible for all permits and licenses of any nature required'o 'construct the project or to secure a Certificate of Occupancy, except for impact fees and the general business license. .. .,. .. : ...:.. .: .;, ....: .. .... s . ,,:;.....,: II.:F-rrcePtIonsto We Overall Re-.nstf?ility . .. .. ... 1 FINISH MATERIALS CODE' MATEMA.L Furnished ` MEP Rough -Ins S Install Final Connections - FLOOR MATERIALS - FC-01 _ PO� RCELNNTILE GC 'N(A 'GC N/A FC-01(ALT) 'PORCELAIN TILE GC N/A GC N/A FC-02 PORCELAIN PLANKTILE GC N/A GC N/A FC-03 PORCELAIN TILE GC N/A GC N/A FC-04 PORCELAN PLANK TILE '.GC '.N/A ''GC N/A FC-05 QUARRYTILE GC N/A 'GC N/A FC-06 PORCELAIN TILE 'GC N/A GC N/A FC-07 PORCELAN PLANK TILE GC 'N/A GC 'N/A G-01 GROUT GC '.N/A GC N/A WB-01 CERAMIC TILE WALL BASE 'GC 'N/A GC N/A WB-02 .QUARRY TILE WALL BASE 'GC N/A GC NIA 'WALL FINISH MATERIALS - WB-01 CERAMIC TITLE GC N/A GC N/A WB-02 'QUARRYTILE 'GC N/A GC N/A PT-01 PAINT GC N/A GC N/A PT-02 PAINT GC '.N/A 'GC 'N/A PT-03 PANT GC N/A 'GC N/A PT-04 'PANT GC N/A GC NIA PT-05 PANT - GC IN/A 'GC 'NIA PT-06 PANT GC 'N/A GC 'N/A PT-07 PANT GC N/A : 'GC N/A PT-08 PANT GC N/A 'GC N/A PT-09 PANT - GC '.NIA GC N/A PT-10 'PANT GC N/A 'GC ! N/A 'PANT GC N/A 'GC N/A PAINT GC 'N/A GCN/A ffPT1 PANT GC NIA GC N/A WALL TILE' '.GC : N/A ': '.GC N/A WT-02 WA_L TILE 'GC " N/A GC N/A WALL TILE —GC IN/A GC NIA W7T-04 WALLTILE' GC N/A GC N/A k-03 -OS TILEGC RA 'GC N/A —GC -06 .WALL 'WALLTILE '— : :N/A GC N/A OJT-07 'WALL TILE CcC ''.N/A '.. GC N/A " WT. 10 WALL TILEGC N/A 'GC N/A WT-11 WALLTILE'. °;iC NIA '.GC N/A FRP-01 FIBERGLASS REINFORCED PANELS GC N/A 'GC N/A FRP-01(ALT) FIBERGLASS REINFORCED PANELS GC 'N/A GC NIA PL-01 PLASTIC LAMINATE '.. GC 'JN1A GC N/A PL-02 PLASTIC LAMINATE 'GC N/A GC N/A G-02 '.GROUT 'GC N/A 'GC N/A G-03 GROUT GC NIA GC N/A WC-01 WA_LCOVERING GC -WA GC N/A WC-02 WALCOVERING - GC WA GC N/A ". CEILING MATERIALS CT-OT 'GENERAL CEILING TILE ' GC 'N/A GC N/A CT-02 CEILING PERIMETER TRIMIGC N/A 'GC 'N/P. CT-03 KITCHEN CEILING TILE GC N/A '.GC N/A CT-04 CEILING GRID SYSTEM_ GC_ '"VA GC N/A CT -OS META- CEILING TILE GC IN/A GC N/A PX-30 PANTED GYP. BD. '.GC N/A GC N/A GRAPHICS INTERIOR GRAPHICS (NOT SIGNAGE) GC 'N/A GC N/A EXTERIOR/INTERIOR SIGNAGE OWNER GC OWNER GC - EXTERIOR GRAPHICS 'OWNER NIA :OWNER N/A DRIVE-THRU SIGNAGE 'OWtNER GC OWNER GC DRIVE-THRU SIGNAGE STRUCTURE AND SUPPORT OWNER 'GC OWNER N/A EXPANSION JOINT " FLOOR EXPANSION JOINT SEALANT GC :N/A GC N/A I _ PLUM1IBING FRE$ AND RESTROOM ACCESSORIES ITEM# � " ITEM Furnished MEP Rough -Ins -.., .Install Final' Connections --GRAS B C —" i S --- TOII_F_TTISSUEDISPENSER : Al"OHOOK: __GC GC GC N/A N/A NIA GC IGC GC N/A 'N/A N/A _ D I SOAPPDISPENSE_ R _ GC M/A GC N/A F .— BAND DRYER _' GC _ :GC :GC GO MRPOR T-- — CHEMICALDISPENSER 'GC GO " IN'•4 N/A _ GC 'GC 'N/A -- NIA F H�—� WA: TE_RECEPTAL:.E _ NIA GC N/A _ I BABY CHANGING STAFICN _GC GC N/A GC N/A-_ J WING -UP CRAD BAR - -- GC N/A_ '.GC N/A K _ SANITARYNAPKIN D'.SPOSAL GC NIA GC N/A. " _ L ' SEAT Ca,/ER DISPFi ISCR (OPTIONA.) __ GC N/A 'GC N/A _. M WALL SHELF ----- -- ''GC NIA GC '.N/A " -- .BLOCKING FORAL.-L dCCESSORICS T--- 'GC 'N/A. GC '.N/A — ----"- ---- --- '.:TOILETS --- GC 'GC 'GC 'GC -- '.LAJATOR!ES GC GC GC GC URINAL(OPTIONAL) GC GC GC GC DOORS AND HARDWARE NUMBER ! LOCATONATEM Furnished MEP Rough -Ins Install Final Connections 101A VESTIBULE GC N/A GC N/A 101E VESTIBULE GC N/A GC NIA 105 MENS TOILET GC .N/A IGC; NIA - 106 : WOMENS TOILET GC N/A 'GO N/A - -- 107 OFFICE GC iNIA '. GC 'N/A - 108 UTILITY GC N/A GC NIA 109 'SERVICE IGC N/A GC N/A ':DOOR HARDWARE .(SEE SCH EDULE TH IS DWG) GC !N/A ':GC N/A l_fGHT FIXTURES (ALL TO BE PURCHASED THROUGH NATIONALACCOUNT VENDOR) TAG ", DESCRIPTION Furnished MEP Rough -Ins '. Install Final Connections INTERIOR --- Al _ 2X4 FLAT ACRYLIC LENS W13 T8 LAMPS GC IGC 'GC ''GC At -EPA 2X4 FLAT ACRYLIC LENS W/3 T8 LAMPS (EMERG. BALLAST) GC. IGC '.GC 'GC A1F FIELD INSTALLED FLANGE KIT (DRYWALL CLG) GC 'GC 'GC GC Al '2X4ISCELL PARABOLIC 'GC GC '.GC 'GC " Al PO __ 2X418 CELL PARABOLIC (OVERLAY) ' GC GC ' "GC '.GC A2 2X29 CELL PARABOLIC GC - IGC : '.GC 'GC -- A2 PO 2X29 C EL L PARABOL IC (OVERLAY) GC IGC IGO 'GC BL _ BATHROOIA WALL SCONCE 'GC GC -GC GO _. C TRACK HEAD - OPEN STYLE GC "GC GC 'GC Cl TR ACK HEAD - JAZZ BREWONLY GC -GC "GC GC GC C4 MENU BOARD LIGHT -TH504' 'GC — 'GC IGC --- JL INCANDESCENT DOWNLIGI-ITV✓.!TRIM " K 42W COMPACTF{_UORESCENT DOWMLIGHT W/LENS 'GC --:GC GC 'GC GC LP - 'LOW BAY 12" RAW ALUM. FINISH' GC 'GC '.GC - LED-1 _ _ LED DOWN LIGHTWIRC-6 HOUSING GC GC GC 'GC LED-3 LED2X4RECESSEDFIXFURE 'GC 'GC IGO GC LED-4 LED 2X2 RECESSED FIX7URE 'GC GC GO GC LED-6 _ --" LED 2X4 RECESSED FIXTURE (BACKROOM ON LY) - GC GC 'GC GC P-1 HANGING ORANGE PENDANT GC 'GC GC GC - P-2 HANGING DECORATVF PENDANT - — GC GC 'GC 'GC P-3 — -- - HANGING DECORATIVE PENDANT(18.5"DIA) '.GC — 'GC '.GG 'GC - P-4l4A HANGING DECORATIA: PENDANT (6" DIA) '.GC GC ".GC GC - P-5 HANGING DECORATIVE PENDANT (20"DIA), 'GC GC '.GC IGC P-6 HANGING DECORATIVE PENDANT (13.5" DIA) GC GC '.GC GO OC OPTIONAL WALL -MOUNTED OCCUPANCY SENSOR -WHILE GC GC 'GC GC W-EBU 2-HE40 BArTERYPACK IGO GC 'GC GC X LED EXIT WIBATFERY GC GC 'GC GC COMBO EXIT _ COMBO LED EXIT/2-HEAD EBU GC 'GC 'GC '.GC EXTERIOR 'GC "GC GC GC CJ _ EXERIOR AWNING LIGHT _ 'GC GC 'GC GC G EYELID WALL PACK -26W GC IGO GC GC GF 10OW MH GROUND FLOOD GC GC GC GC LED-2 EXTERIOR 3"LED FIXFURE GC 'GC GC GC RH EXT. WEATHERPROOF EM REMOTE HEAD GC GC GC 'GC - SVL-22F-3 SITE LIGHTING GC GC 'GC GC TO DIGITAL TIME CLOCK GC 'GO GC GC WSC-1 W EXTERIOR WHITE UP/DOWN SCONCE WI LENS GC 'GC GC GC WSCX-2 SIGNLITE FIXTURE W118"ARMW/LAMP IGC GC GC GC WSR EXTERIOR ARCH. WALL PACK 175W MH GC GC GC GC MUSIC SYSTEM ITEM I Furnished - MEP Rough4ns Install : - Final Connections STEREO RECEIVER OWNER :GC rGO GC _- ''.SPEAKERS -- — OWNER 'GC GC '':GC SPEAKER WIRE -'- OWNER GC 'GC 'GC >i :D IF -4- U U IL VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone : (954) 423-1362 ventura--architecture.com AA0003123 co: A R 0 0 1 6 1 5 2 V 0 co J Q 2 {L JI rQ V � CM CM J /� VJ coQ� LL 00-0 � W > � e 1 � O Q Z N OLLJ N r z z C/) O M C Z M Q � MQM W r /0� L L r revisions: Drawn by: Pedro Rincon date: 11-21-20 i 7 T-1 1 1 RESPONSIBILI T Y MATRIX N.T.S. I NOTE: EXISTING BUILDING t EXISTING BUILDING ! REMOVE EXISTING '-611 EXI S. EQUIPMENT 2, 5„ S `�7,11 STAIR _ ,t .P -L= RE VE EXISTI O CRETE SLAB // HA D SIN 5'-3" 5'-011 r 1- . ° / L ` 2 0 7-1111 2'- V EXISTING OPEN IL 3141 �� ///� tt 8f-811 ARCADE FREESTANDINGVERTICAL FENCE W/ GREEN SCREEN EX-1- TINS �_ - V � / t Otl t�Ott �� 20'-2" CIE NV. j' _I_ OPEN /F�XISTIN + + i + + / , / / + REMOVE EXISTING PLAZA + + + + +_ + - / _� CONCRETE E COURT --- _ _�,r _ __. _ _ _ 00 / SIN + YARD /�ISTI� _L - _ + j //IIDV I TIN + N EMOVE EXISTtNC� / EMOVE / �, + - /� CONG� E R ! FREESTAN ING + ANDSC/ PE f__ ® _ x �TI�G� / �ARD f + ® VERTICAL PLAZA QORPINAT WI T1 �+ //� / %/ ' /� ' FENCE W/ iJ-ERSITY PRIOR + / MOLI'11610 RID TO:TI � // /-GREENmSC EEN ~ +� + + + + + + / + + + + + + ♦ + + + + 9'-6 S'1-5"'-11 tt+ + + + + + 49'-" -I + + + + tXISTING CATC BASIN 8HALLIBE } d._ + +' -'-- RbMOVEID FOR REL CATIbN. SEE SP-1- 001 + + + + f-AND'C-1 FOR LOCA 10I�1 AND DEtTAILS. + + + + - f i -I- + 1 4 + + 4 + 1 REMOVE EXISTING + + ♦ E\ I ST I N G CO CRETE COURT - + + `♦ N + O EN __ YARD + P AZA FE PLAN KEY NORTH MIAMI AVE. — ♦ ♦ ,j .rms..e auaoma ® ® 91-611 NOTE: umwe swon+a GARNIDR HD,LDINO 1 CONTRACTOR SHALL COORDINATE EXISTING �--�J WITH UNIVERSITY TO AVOID CATH BASIN a ® CONFLICTS WITH DEMOLITION. TO REMAIN p L]HRARY AND PRIOR TO STARTING DEMO r LHHMAN HV]LD[Nca W 1 1 DEMOLITION PLAN 1/4" = V-0" I NOTE: DEMOLITION NOTES: 1. GENERAL CONTRACTOR TO DEMO EXISTING SPACE AS REQUIRED TO ACCOMMODATE ALL NEW CONSTRUCTION. 2. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO INSPECT THE ENTIRE PROJECT SPACE PRIOR TO BID TO BECOME AWARE OF ALL THE TYPES OF MATERIALS AND QUANTITIES OF SUCH THAT WILL HAVE TO BE REMOVE. 3. THE GENERAL CONTRACTOR IS TO PROVIDE ADEQUATE PROTECTION FOR ALL EXISTING ELEMENTS (PUBLIC HALLWAY) WHICH ARE ADJACENT TO THE CONSTRUCTION AREA. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE HANDLING AND DUMPING COSTS FOR THE REMOVAL OF ALL DEMOLISHED MATERIAL, TRASH AND REFUSE ACCUMULATED ON THE JOB SITE BY ALL SUBCONTRACTORS. THE G.C. IS RESPONSIBLE TO INSURE THAT THE SPACE AND ALL SURFACES ARE CLEAN UPON COMPLETITION OF THE WORK. ALL DEBRIS REMOVED DURING DEMOLITION SHALL BE DISPOSED OF IN A SAFE AND LEGAL MANNER. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION OF ALL EXISTING LIGHTING, HAVC EQUIPMENT, SPEAKERS, FIRE PROTECTION SYSTEMS, ELECTRICAL SYSTEM, SECURITY SYSTEM AND ALL OTHER EQUIPMENT. G.C. TO RELOCATE IF IN CONFLICT WITH NEW CONSTRUCTION. 6. GENERAL CONTRACTOR IS TO CONTACT THE CONTT. MGR. FOR THE RESOLUTION OF ANY CONFLICTS OF INFORMATION ON DRAWINGS DURING DEMOLITION OR CONSTRUCTION DUE TO THE UNFORESEEN ELEMENTS. 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR ANY PATCHING REQUIRED INSIDE & OUTSIDE OF THE CONSTRUCTION AREA, WHERE AFFECTED BY DEMOLITION. 8. COORDINATION OF THE LOCATION OF THE DUMPSTER USED FOR REMOVAL OR DEMOLISHED MATERIAL WITH STORE MANAGEMENT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 9. GENERAL CONTRACTOR TO COORDINATE WITH CONTT. MGR. FOR THE STORAGE AND REUSE OF EXISTING MATERIALS AND FINISHES. 10. COMBUSTIBLE WASTE MATERIALS, DUST, AND DEBRIS SHALL BE REMOVED FROM THE SITE AT THE END OF EACH SHIFT OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATION. • ALL EXISTING TREE TO REMAIN AND REUSED • PROVIDE 6'-8" BARRIERS AROUND TREES LESS THAN 18 INCHES IN DIAMETER AND SHOW 10'-12" BARRIERS AROUND TREES 181NCHES IN DIAMETER OR GREATER t • NO TREE REMOVAL IS BEING PROPOSED LEGEND: DENOTES AREAS OR FIXTURES IN SCOPE OF THE WORK Rev. 9/28/2017 HRAIL-9072, MANUAL Assembly & Use: Assemble the barrier in the desired location by sliding one side of the panel frame over a base peg. Repeat the process with another base on the other side of the panel to complete the assembly. Multiple barriers can be connected by installing barriers over the free pegs of the bases and over a peg of another base. When multiple barriers are used, adjacent barriers should be stabilized with HRAIL-CON connectors Install connectors at the sites circled in the diagram below. Apply one side of the connector. The cups at each end of the connector should fit around the frame of the 2 panels. Then, apply the other side of the connector. Insert the carriage bolt through the bolt hole and tighten the nut on the bolt. Install end of adjacent unit over free peg Install end of adjacent unit k -- over free peg Panel 1 NOTE: Unit shown In this diagram has been darkened to improve Base contrast and visibility. Actual Pegs product finish is significantly lighter. FHRAIL-CON -- - .----- ----�---- r _ Bolt hole {{ N' Carriage Connector cups l bolt & nut Connector (2 pieces), create a channel I Pieces fasten together for panel frame . with carriage bolt & nut) Copyright 2017 Vestil Manufacturing Corp. Page 3 of 4 2 FREESTANDING VERTICAL FENCE W/ GREEN SCREEN 1/4" = V-0" NOTE: • development inc 0 L D U +— U 0 Ikv VENTURA michaei n. vertura _ 11870 w sta#e rd 84 #C14 davie, t1grida 33325 phone : ?954) 423-1362 ventura-architecture.com AA0003123 C� m Q Z M > M J � LL F-- > zw-0w 0�cv 0> ZNO� C: z::)w�� _ Z V � (=)coZ o 0 in CL revisions: 02-09-18 / 2 \ TREE REVIEW COMMENT Drawn by: Pedro Rincon date: 11-21-2017 Diiiiiiiiiiiiii"! development inc i\lORTH MIAMI AVE. 21 F ANDREA9 RIRLDING AN REAR EDR.DTNG 22 GARNER DUILDISQG I 2s LEHMAN BALL z ° c fA 0 LIBRAaO Awn 0 i LEHMAN BUILDING r 6 4 SITE KEY PLAN NOTE: El — El ❑ ❑ ❑ W. TOILET ❑ ❑ I -- F n----------- a----------- P M. TOILET I b c 0 J 2 1 RESTROOM KEY PLAN 1/4" = V-0" I NOTE: /LS- COMMON PATH VEL DISTA CE=151' 0- t2l—T _�lj - -- - , TRAVEL 39'-5 EGRESS TRAVEL DISTANCE = 65-0° _—————————————————— — — — - -I ----------------___ - �£cR1s rR — 2,3 cl I r \ \ / t�..i'1 1 1 LIFE SAFETY PLAN 1/4" = V-0" I NOTE: DRESSING 7X13 WALK M FREEZER so E13 O O �I LKTNCWLER EXISTING CORRI STAR NO 3 LEGEND: 2A 20BC FIRE EXTINGUISHER IN SEMI —RECESSED MOUNTED CABINET, PROVIDE SOLID DOOR WITH 2 RED VERTICAL DIE CUT LETTERING. MOUNT TOP AT 48" — — — — — — — — — — TRAVEL DISTANCE TO EXIT — - -- - •— - — MAX. DEAD—END DISTANCE �-- EMERGENCY LIGHT WITH BATTERY BACKUP EXIT/EMERGENCY LIGHT WITH BATTERY BACKUP BUILDING ANALYSIS INTERIOR FINISHES INTERIOR FINISHES MINIMUM CLASS B CLASSIFICATION OF HAZARD OF CONTENTS: ORDINARY HAZARD CONTENTS NOTES: — ADDRESS NUMBERS ON/BY MAIN ENTRANCE DOORS AND REAR DOORS SHALL BE AS PR FLORIDA FIRE PREVENTION CODE NFPA 1 SECTION 10.1 (2012 EDITION) PREMISES IDENTIFICATION - INSTALLATION OF PORTABLE FIRE EXTINGUISHER DURING CONSTRUCTION TO MEET FLORIDA FIRE PREVENTION CODE NFPA 1 (2012 EDITION) AND NFPA 1141 SECTION 9.2 (2012 EDITION) REQUIREMENTS. — NO FLAMMABLE OR COMBUSTIBLE LIQUIDS WILL BE STOR HANDLED OR USED ON THE CONSTRUCTION SITE — NO APPLIANCES TO PRODUCE GREASE LATENT VAPO _ I W. TOILET M- TOILET i I IVEST. EXIST. RN VESTIBULE y `0 0ON4 Fl4� NIAgM . K ASS .- ��ctr t - I eS�gpA:�- •• ! EXISTING ARCADE COMMON PATH "I TRAVEL DISTANCE = 240'-0" id0 _RIM IIIM pa A I � G® /1 WW b W W W 4 rvKNENTs €° 5 O ° y w w w W w ,.• W w w ue w w w a w+ W w w .. W iJ1V 1.N Alv W W i; w L 3 W W W y i W W W y p' W W i 'L. Ilr h 7a a� :D 17 u OIL VENTURA michael a. ventura 11870 w state rd 84 K14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 Q� ED ` J 2 9 zM7 A R 0 0 1 6 1 2 J m Of z Q Cfl � r M � M J LL I— > ZLu_0LLI > Of 0 C p z N N 0 r � r � z z >`- Y ry O M Z M Q It �dr--U U m CL revisions: Drawn by: Pedro Rincon date: 11-21-2017 1. A STATE OF FLORIDA LICENSED FIRE ALARM CONTRACTOR OR AN UNLIMITED ELECTRICAL CONTRACTOR SHALL APLLY FOR A PERMIT AND SUBMIT DETAILED INFORMATION REGARDING THE SYSTEM INCLUDING SPECIFICATIONS SHEETS, MANUALS, COMPATIBILITY LISTS ON ALL DEVICES, WIRING DIAGRAMS, RISER DIAGRAM, BAIERRY CALCULATIONS, AND FLOOR PLANS WITH 'POINT TO POINT` FOR APPROVAL. 2. THE MAIN FIRE ALARM CONTROL PANEL SHALL BE A MICROPROCESSOR BASE SYSTEM WITH ADDRESSABLE, INTELLIGENT DETECTORS. ADDRESSABLE CONTROL RELAY AND MONITOR MODULES, VISIBLE AND AUDIBLE SYSTEM ANNUCIATORS AND OTHER SYSTEM CONTROLLED DEVICES AS REWIRED. 3. ALL WIRING AND CONDUIT TO CONFORM TO N.F-P.A. 72 AND N.E.C. ARTICLE 760. WIRING SHALL BE SOLID COPPER OR STRANDED COPPER NTH A MAX. OF 7 STRNADS FOR 16 GA AND 18 GA. STRANDED COPPER NTH A MAX. OF 19 STRANDS FOR SIZES 14 AND LARGER AS REQUIRED BY N.E.C. 760 AND N.EP.A. 70. 4. ALL FIRE STOP PENETRATIONS SHALL BE MADE NTH APPROVED (NEC) METALLIC CONDUIT AND SHALL BE SEALED NTH A U.L APPROVED FlRE STOP MATERIAL (SEE FIRE STOP DETAIL). 5. ROUTING OF THE FIRE ALARM SYSTEM CONDUIT IS DIAGRAMMATIC ONLY, VERIFY EXACT LOCATIONS PRIOR TO STARTING WORK. 6. ALL FIRE ALARM VISUAL SIGNAL (STROBES) SHALL ACTIVATE UPON INITIATION OF THE GENERAL ALARM. 7. ALL FIRE ALARM VISUAL SIGNALS IN OPEN AREA SHALL HAVE A THREE PLUS TEMPORAL PATTERN. 8. ALL FIRE ALARM AUDIBLE SIGNALS SHALL HAVE A SOUND LEVEL OF AT LEAST 15 dba ABOVE THE AVERAGE AMBIENT SOUND LEVEL. 9. MANUAL STATIONS SHALL BE INSTALLED AT 48' A.F.F. 10. MOUNT FIRE ALARM SYSTEM HORN/STROBES AT 80' A.F.F. OR 6' BELOW CEILING, NCH EVER IS LOWER. 11. MOUNT FIRE ALARM STROBES AT 80' A.F.F. OR 6' BELOW CEILING, WCH EVER IS LOWER. 12. SMOKE DETECTORS TO BE INSTALLED AS REQUIRED BY N.F.P.A. 72. 13. THE FIRE ALARM PANEL SHALL HAVE AN EARTH GROUND CONNECTION AS REWIRED BY THE SYSTEM MANUFACTURER, AND N.E.C. ARTICLE 760. MINIMUM SIZE IS #8 AWG FOR GROUND CONNECTION. (NOTE PANEL NEUTRAL OR CONDUIT GROUND IS NOT ACCEPTABLE. 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWTCH DETECTION DEVICE A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON ANY TAMPER SWTCH ACTIVATION OR FAILURE OR REMOVAL OF ANY DETECTION OR MANUAL DEVICE. 15. HVAC DUCT SMOKE DTECTORS SHALL BE CONNECTED TO THE FIRE ALARM CONTROL PANEL AND SHALL INITIATE A TROUBLE (SUPERVISORY) SIGNAL ONLY. 16. FIRE ALARM SYSTEM SHALL BE U.L CERTIFIED. 17. FIRE ALARM CIRCUITS AND DEVICES SHALL BE CLASS 'IT', STYLE 'C'. 18. SECURITY LOCK SYSTEM (BY OTHERS) SHALL BE TIED INTO FIRE ALARM SYSTEM. EMERGENCY EXISTS SHALL UNLOCK UPON RECEIPT OF ANY FIRE SIGNAL OR LOOS OF PRIMARY POWER. 19. PROVIDE CERTIFICATE OF COMPLETION AT THE FINAL INSPECTIONS OF THE FIRE ALARM SYSTEM. 20. FIRE ALARM CONTRACTOR SHALL PROVIDE A DETAILED SET OF SHOP DRAWNGS (INLUDING DEVICE CUT SHEETS), A COMPLETE POINT TO POINT WRING DIAGRAM AND COMPLETE BATTERY CALCULATIONS (FOR THE SYSTEM TO BE INSTALLED) TO THE BUILDING DEPARTMENT (AUTHORITY HAVING JURISDICTION AT THE TIME OF APPLICATION FOR BUILDING DEPARTMENT). 21. PROVIDE THE OWNER NTH A COMPLETE FIRE ALARM SYSTEM AND INSTALLATION MANUAL COVERING ALL SYSTEM EQUIPMENT INSTALLED FOR THIS PROJECT. KEEP AT THE MAIN FIRE ALARM CONTROL PANEL 22. FIRE ALARM CONTRACTOR SHALL PROVIDE SHOP DRAWNGS NTH BATTERY CALCULATIONS AND CUT SHEETS. FA-2 I FIRE ALARM NOTES N.T.S. UPON SIGNAL FROM INITIATING DEVICE: I. FIRE ALARM HORNS AND STROBES ARE ACTIVATED 2. AIR HANDLERS ARE SHUT DOWN 3. ELEVACTOR RECALL IS ACTIVATED SENDING ELEVATOR TO FIRST FLOOR 4. FIRE ALARM SYSTEM CALL FIRE DEPARTMENT FA-3 I FIRE ALARM SEQUENCE OF OPERATION N.T.S. FCP FIRE ALARM CONTROL PANEL - ADDRESSABLE FSA FIRE ALARM SYSTEM ANNUNCIATOR EAEl UNIVERSAL DIGITAL ALARM COMMUNICATOR TRANSMITTER FIRE ALARM HORN / STROBE COMBINATION MOUNT AT 80" A.F.F. OR 6" BELOW CEILING WHICHEVER IS LOWER. FIRE ALARM STROBE MOUNT AT 80" A.F.F. OR 6" BELOW CEILING WHICHEVER IS LOWER. FS FIRE ALARM FLOW SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) TS FIRE ALARM TAMPER SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) FIRE ALARM HORN M❑� FIRE ALARM ROOM MINI -HORN FIRE ALARM ROOM MINI -HORN AND STROBE ❑F FIRE ALARM MANUAL PULL STATION © CARBON MONOXIDE DETECTOR DUCT SMOKE DETECTOR. NOTIFIER #DH100ACDCP, 24 VOLT OD H PHOTOELECTRIC SMOKE DETECTOR. NOTIFIER HEAT DETECTOR (185- F). COMBINATION - RATE OF RISE OAND FIXED TEMPERATURE. NOTIFIER O THERMOSTAT CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING, PIR/MICROPHONICS DUAL TECH. Us WALL MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING, WITH AUTOMATIC ON & MANUAL ON MODE TWO SIDED AISLEWAY OCCUPANCY SENSOR TO CONTROL CORRIDOR LIGHTING ® OCCUPANCY SENSOR POWER PACK, NOTE: NOT ALL SYMBOLS MAY BE USED FA-4 FIRE ALARM SYMBOLS N.T.S. CONTRACTOR TO PROVIDE SHOP DRAWINGS MATCH EXISTING DEVICES PARTIAL FIRE ALARM RISER DIAGRAM FA-5 SHOWING TARGET SPACE DEVICES ALARM CONCEP REVISIONS 01/12/2018 DEP. REVISION U• y � ••V LL W >_ N Z FF_ OQ LO Z W Z) E U Q rJ zz n Q Q LL �j O (30 014 o �. a r� Ma W V1 Fri F�w� �M W DRAWN RRY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE T SHEE J O. F`AiiiiiiiI OF ��"� 1---FILL FRAME WITH j GROUT (TYPO I � 1 SILENCERS TYP. WHERE uY DOOR OCCURS. TYP. MTL. FRAME PROFILE N.T.S. CONTINUOUS RUNNER, (TYP)----'--� /- ma-G.W.a. (TYPICAL) ....._ \ 1 (� ,p sTuos, (Tl'P, '4 CORNERREINF. R (TYPICAL) - O jI8' MR. STUD a O tO'L (TYPO ti _-NB"G.W.B TYPICAL PARTITION CORNER BEAD, -' CORNER BEAD, TYPICAL. CORNER INTERSECTION WING WALL 3 PARTITION WALL DETAIL NTS NOTE: ROOF �4' PIN 0 �3 5/9' MR. SOLD BRACING 0 4'-0' O.C. ALTERNATE DIRECTON FASTEN TO EXISTING ROOF FRAMING ABOVE SUSPENDED CEILING OR - MET GYPSUM BD, ON METAL SYSTEM FOR SEE PLAN FOR IOCARON. PLAIN 3-5/8' WEBB OR METAL STUDS 0 16' OTC, TYPICAL SUBSTRATES FOR INTENDS WALLS SHALL BE AS FOLLOWS: KITCHEN AND STORAGE AREAS. R-G' TO S-0 W DUROCK CEMENT BOARD S-O' AND ABOVE - X' PLYWOOD. PNEUMATIC POWER SERMCE AREA: W BASEBOARD ACTUATE, 3/4' PER -RD PLn 00 SNES AND SCHEDULE PIN 0 i6' DU FLOOR SEAANG AREAS: V GYPSUM BORN FINISH FLOOR PER SCHEDULE BASEBOARD PER SCHEDULE YXA'NVOa6iUe . t, \-I'Vr Hose cost "OF 1`1--_..... ...... WD000wR DOOR HEAD (WOOD) AT PARTITIONS eamoo, /-DUcxs. s"I"A9..N DOOR JAMB (WOOD) AT PARTITIONS 5/6 CONT. 5 RE UNDERSIDE DF EXISTING STRUCTURE ABOVE -PNEUMATC POWER AERATES 3/4' PIN 0Is- OC 3 5/6' ME. STUD SPACING 0 . ALTERNATE DIRECTION FAST 0.0 FASTEN ID EXISTING ROOF FRAMING ABOVE SUSPENDED CEILING OR 1/2' GYPSUM BD. ON -METAL SUSPENSION SYSTEM SEE PLAN FOR LOCATION. 6" WOOD OR METAL -STUDS a 16, OLD TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: -KITCHEN,STORAGE AREAS, AND RESTROOMS 0 O TO Y-0' OUROCK CEMENT BOARD 3'-O' AND ABOVE - V PLYWOOD. SERMCE AREA, %" PLYWOOD SALES AND SEANNG AREAS: 59DYPSUM BOARD -FINISH FLOOR PER SCHEDULE - PNEUMATIC POWER ACTUATED 3/4' PIN 0Is- GC A B 4 PARTITION WALL DETAIL NTS NOTE: PLAN NOTES O 1. CASEWORK BY OTHERS. 2. ELECTRICAL PANELS 3. JANITOR'S SINK- PROVIDE DEDICATED WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACCOUNTS). P&G EQUIPMENT INSTALLED BY VENDOR- SEE DETAIL 12/P3 4. RECESS MOUNT HAND DRYER W/ DBI BRANDING AND SUSTAINABILITY MESSAGE BY EXCEL DRYER INC. SEE NATIONAL ACCOUNTS; (413-525-4531) 5. P.O.S. OUTLET BOX (48" A.F.F.) WITH Yee CONDUIT W/ PULLSTRING TO CEILING 6. ELECTRIC WATER HEATER 7. 3 COMPARTMENT SINK W/ 2 INTEGRATED DRAIN BOARDS- PROVIDE DEDICATED WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACCOUNTS). P&G EQUIPMENT INSTALLED BY VENDOR- SEE DETAIL 2/P3 8. 2" X 2" BRUSHED ALUMINUM CORNER GUARDS, 6'-2" LONG (TYPICAL THROUGHOUT KITCHEN) 9. ELECTRICAL PANELS; SEE ELECTRICAL SHEETS 10. HAND SINKS 11. SEE DTL. #6, SHT. A-5 FOR ENLARGED BATHROOM AREA PLAN 12. SEE DTL. #3, SHT. A-5 FOR INTERIOR ELEVATION AT OFFICE 13. PROVIDE DIRECT LINE W/ TEMPERATURE REGULATOR VALVE FROM HWH TO ALL HAND WASHING SINKS 14. G.C. TO PROVIDE ANCHOR BOLTS FOR SLAB MOUNTED SAFE IN OFFICE- REFER TO SPECIFICATIONS TO BE PROVIDED BY FRANCHISEE. 15. WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING EQUIPMENT, ICE MACHINES; LOCATE ABOVE WATER METER 16. OPTIONAL SOLAR SHADES AT GLAZING. SEE CONSTRUCTION SPECIFICATIONS AND NATIONAL ACCOUNTS SUPPLIER ON EXTRANET. 17. Y2 .BRUSHED ALUMINUM CORNER GUARD 18. CORE DRILL, SEE DETAILS #4/A-1 & #3/A-12 19. 2A 20BC FIRE EXTINGUISHER IN SEMI -RECESSED MOUNTED CABINET. PROVIDE SOLID DOOR WITH RED VERTICAL DIE CUT LETTERING. MOUNT TOP AT 48" GENERAL NOTES: 1. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: KITCHEN AND STORAGE AREAS: 0'-0" TO 2'-O" - 6/ee DUROCK CEMENT BOARD, 2'-0" AND ABOVE - %" PLYWOOD. RESTROOM AND SERVICE AREA: 0'-0" TO 2'-0" - 5/B" DUROCK CEMENT BOARD, 2'-0" AND ABOVE - 9" XP GYPSUM. SALES AND SEATING AREAS: %" GYPSUM BOARD GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN BATHROOMS FOR GRAB BARS, LAVATORIES, HAND DRYERS, MIRRORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, AND OTHER ACCESSORIES AS REQUIRED UNLESS OTHERWISE NOTED. 2. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. 3. REFER TO EQUIPMENT "K" SHEETS FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT. 4. SEE SHEET A-12 FOR DOOR SCHEDULE AND DOOR & FRAME TYPES. 5. THESE PLANS ARE CONSIDERED MINIMUM DUNKIN' BRANDS CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE AND GENERAL BUILDING REQUIREMENTS MUST BE EVALUATED AND CERTIFIED BY AN ARCHITECT REGISTERED IN THE STATE WHERE THIS STRUCTURE IS TO BE BUILT. 6. SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE FOLLOWING SITE FURNISHINGS: TABLE WITH SEATING, ADA TABLE WITH SEATING, TRASH CAN NEXT TO EXTERIOR SEATING AREA, TRASH CAN WITH CHUTE NEXT TO DRIVE-THRU AREA, AND GROUNDSKEEPER SMOKING MANAGEMENT RECEPTACLE, SEE NATIONAL ACCOUNT SOURCE INFORMATION FOR MANUFACTURER / SUPPLIER. 7. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP @ 5'-0" A.F.F. (BY G.C.). - NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE 8. IF LARGER OFFICE IS REQUIRED, EXPAND TOWARD B.O.H, NOT F.O.H. SEEK D.B.I APPROVAL PRIOR TO PROCEEDING 9. REFER TO WEBSITE http://extronet.dunkinbrands.com FOR ALTERNATE FLOOR PLAN WITH OPTIONAL SECOND DRIVE-THRU WINDOW 10. BEVERAGE REFRIGERATOR TO BE 54" HIGH WHEN NOT PLACED AGAINST WALL. 11. ALL BUILDING SIGNAGE SHALL BE UNDER SEPARATE PERMIT. / 2 l ADA NOTES: 1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE. 2. TOILETS: A. LAVATORY TO HAVE LEVER HANDLES, SELF METERING FAUCETS OR SPRING FAUCET. FAUCETS SHALL BE SET TO REMAIN OPEN FOR 10 SECONDS MINIMUM. B. A COAT HOOK 48" ABOVE THE FLOOR SHALL BE MOUNTED ADJACENT TO THE BARRIER FREE STALL DOOR. C. LOCATE THE WATER CLOSET 16" TO 1 Be FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE THE FLOOR TO THE TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED SIDE OF WATER CLOSET. D. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE DIAMETER PEENED GRAB BARS, 1 1/2" FROM THE WALL WITH ONE BEHIND AT 12" FROM CENTER LINE OF WATER CLOSET ON ONE SIDE. ONE ADJACENT TO AT 12" FROM THE WALL 33"-36" PARALLEL TO AND ABOVE THE FLOOR. E. LAVATORY TO BE MOUNTED 34" MAX. ABOVE THE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27" IN CLEAR HEIGHT. (29" CLEAR UNDER FRONT EDGE) F. INSTALL MIRROR 40" MAX. ABOVE THE FINISHED FLOOR TO BOTTOM EDGE OF REFLECTING SURFACE (MIRROR GLASS BOTTOM) AND 72" TO TOP. G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO CENTER LINE ABOVE THE FLOOR AND 71, MINIMUM AND 9" MAXIMUM FROM FRONT EDGE OF WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER CMU ENTER, WALL TkT UINTERIOR LEXTERIOR I .fll °5 C CMU WALL SUSPENDED CEILING W 1/2• GYPSUM 60. N1 METAL SOSRN9CN MEN -- SEE PLAN FOR LOCAiICN. V mood raw aN B' _."." ..".". REINPORRD IW FOOD FURING CMU WALL SfrIPE 0 WOO OVER R-YO f011 9ll BACKED IN. I'd- MOD PANIC a 9'-0• No NO DRAWN WALL EXTERIOR INTERIOR I-& YAW FUNNG STRIPS a Is' 0.0 OIER R-] 0 FOIL BACKED INSJL, ' WHIM CEMENT RD. a' GYPSUM 0C6,fllEXERIB' HE. AND GROUT WANT TINIER FLOOR PER 5C6WLE D CMU WALL NOTE: ALL DOORS ARE ADA V-6" MIN, TO BE LOCATED VARIES @ PULL SIDE 6 INCHES FROM REF.TO FACE OF WALL DOOR ADA 1'-0" MIN. TO INSIDE JAMB 6" TYP. SCHEDULE @ PUSH SIDE ON THE HINGE SIDE. UNLESS OTHERWISE NOTED. r r T 2. 3' MORO-LO' VPRI ES 3 8" `4 § F T 1 2 3 PEEP HOLE AT DOOR EO. E0. MARC BE CUSTOM SLOT DOOR HANDLE OFFICE GLASS 114" ONLY 1 LIGHT TEMPERED G' \ W000 � P. LAM �/� GLASS 4 / 19"Xis- KICK UTILITY '/ ALUMINUM�H�M. LOUVER / PLATE 44L 7 VENT® 'IF' �I- b - OFFICE& A 1c / B `' ROOM D - ONLY - 5 DOOR DETAIL NTS NOTE: SCHEDULES of dHHAR APES of wareintlicafedisforeachdoorusing atwtnumer. Multiply hardware by number M - ROOM FINISH SCHEDULE DOOR SCHEDULE DOOR DATA FINISH FRAMEDATA PRESSURE NOA NOTES OVERALL PREESURE S Use Marshal Best Hardware. FLOOR WALL CEILING NO. LOCATION SIZE MATERIAL TYRE INT/EXT MATERIAL TYPE + OPENING + Set NO, 1- Door from Vestibule to EXtericr and door from Sales Area to Vestibule. (sea door NO. ROOM NAME CODE BASE CODE CODE CODE NOTES E EXISTING REMAIN -- -- -- schedule and floor plan for quantity, size and direction of swing.) 1 2AND4. 1. Temporary cylinder, Marshal Best Hardware as required. 101 SALES AREA FC-03 WB-01 NOTE#1 CT-01 1,3,4 0.01 EASTSME (2)3'-6"X7'-U' ALUMINUM A aRCN2E H.M. SEE 33.8 -37.0 15-0915.02 WITH 2'-8" 6'-8"Wx1tl-2"H 33.1 -35.3 2. Referto Sectio008410forellotherhardware. 3. Refer to drawings for doom to receive cuatom"D"door handle. Raferto National CT-Ol 134 ELEV. TRANSOMABOVE Acceums, for ordering and installation information. 102 SEATINGAREA FC-04 WB-01 NOTE#1 1 A. Set No. 2- Double Acing Door from Service Area to and from Kitchen(plastic laminate 104 SERVI CE AREA FC-05 WB-02 NOTE#1 CT-03/PX-30 1,3,4 D-02 SOUTHSIDE (1)3'-6"XT-0" METAL B BRONZE N.M. SEE 36.1 -39.3 14-0211.14 2AND4. 3'-10"YVx7'-Z'H 33.9 -3)0 door) (See door schedule and floor plan for quantity and BIDS.) 107 OFFICE FC-05 WB-02 FRP-01 PX-30 2,3,4 ELEV. 1. 2 Floor scope, Marshal Best HardwareSEE 2. Refer to Section W213 for all Other hardware. 108 KITCHEN FC-OS WB-02 FRP-01 CT-03 3,4 D-03 OFFICE 3-0"X6'-8"X 13/4" WOOD C SEEELM H.M. 1 ELEV -- -- -- -- -- - B. Set No. 3 - Door from Office to SWhI SerV. or Kitchen Areas. (Sea door schedule N CITES NOTES and floor plan for door quantity, size and direction of swing.) 1. 2 as hinges, Marshal Best Hardware 1. REFER TO INTERIOR ELEVATIONS FOR PROPER WALL FINISHES IN DESIGNATEDAREA 1. PROVIDE 1" INSULATED & TEMPERED GLASS; FRAME TO MATCH STOREFRONT COLOR 2. 1 as spring hinge, Marshal Best Hardware 3. 1 lockset, Hager Marshal Best Hardware 2. SEE INTERIOR ELEVATIONS FOR DOOR FINISHES 2. UNDERCUT DOOR I" ve 4. 1 letter act, Is Marshal Best Hardware aeeve, Marshal Best Hardware ALUMINUM CORNER GUARDS AT ALL OUTSIDE CORNERS OF WALLS, SEE FLOOR 3. PROVIDE 190 DEGREE Dp00.VIEWERCENTERED IN DOOR@5'-O'A.F.F: MODELSSVIAe FROM DAVSTAR SECURITY 5, l 3. PROVIDE 4. REFER TO DUNKIN BRANDS SPECIFICATIONS FOR HARDWARE SCHEDULE FOR ALL DOORS. 6. 1 floor Stop, Marshal Best Hardware PLAN FOR LOCATIONS S. PROVIDE LOUVERED VENT @ EACH DOOR FOR UTILITY ROOM AND OFFICE. REFER TO LOCAL CODES. FOR FIRE RATING OF DOORS CSet N 4 - Door from Hall to Storage, Service Kitchen Areas. (Sae door schedule and : 4. G.C. TO VERIFY ALL FINISHES WITH DBICM PRIOR TO ORDERING MATERIALS. 6. ADD DOUBLE-ACTING ELIASON DOOR TO SEPARATE SERVICE AREA FROM PREP AREA WHEN APPLICABLE INOTSHOWN ON PLAN); REFER TO NATIONAL ACCOUNTS FOR Door plan for quantity, raze and tliredion of swinngg .) a 1. 2 ea hinges Marshal Best Hardware CONTACT INFO, DOOR LAMINATE TO BE FORMICA DESERT BEIGE 2. 1 as spring hinge, Marshal Best Hardware ALL HARDWARE TO COMPLAY WITH THE FLORIDA BUILDING CODE 3. 1 lockset, Marshal Best Hardware 17. 4. 1 floor Shp, Marshal Best Hardware 5. 1 door viewer, Marshal Best Hardware 0, Set No. 6 - Doom from Toilets to Hall. (See door schedule and floor plan for quantity, size and direction of swing I 1 1-1/2pair butts, Marshal Best Hardware - WINDOW SCHEDULE 2 1 IOckseq Marshal Best Hardware WALL LEGEND PRESSURE NO 3. 1 floor stop, Marshal Best Hardware 4. ildck plate, Marshal Best Hardware 70" x T' L.WO. D. Local bonier tree code NO. WINDOW DATA GLAZING TYPE NOTES may require larger kick plates verify before ordering. WIDTH HEIGHT CITY MATERIAL FINISH GLASS TINT + - 5. 1 closer, Marshal Best Hardware BEIM NEW PARTITION WALL: 3-5/8" or 6" 20 GA. EX -- -- -- -- -- -- -- EXISTING -- -- -- -- E. Set No. 6-Door from Storage to Extener. Metal tloar and tame. (See door schedule GALV. MLT STUDS @24" O.C. W/ %a" DUROCK W-01 T-4" 1O'-0" 1 ALUMINUM BRONZE PLATE GARY STOREFRONT 321 -35.3 14-0331.02 1,ZandUS Aluminum 2 U5 Aluminum and floor plan for quantity, size and direction of swing.) W-W 9-4 3D'"D" 1 ALUMINUM BRONZE PLAT E GARY STOREFRONT 32.1 -35.3 16-0307.06 1 and 1. 3 as hinges. Marshal Best Hardware 2. l loccat, Marshal Beat Hardware BOARD ON EACH SIDE. W-03 10'-a" 1O•-D" 1 ALUMINUM BRONZE PLATE GARY STOREFRONT 32.1 -35.3 14-0331.02 1,2and -0S Aluminum 3. 1 closer, Marshal Best Hardware W-04 T-4" 1D'-o" 1 ALUMINUM BRONZE PLATE GARY STOREFRONT 32.1 -36.3 14-0331.02 1, 2 and US Aluminum 4. 1 threshold, Marshal Best Hardware 5. 1 sweep, Marshal Best Hardware 6. 1 holdermlop, Marshal Best Hardware n 8" CMU WALL WITH Y2 STUCCO ON EXTERIOR 7, 1 sat w/wEN,nng, Marshal Best Hardware B, 1look guard,Marshall Best Hardware SIDE AND %8" GWD W/ R-4.1 FOIL BACKED INSUL. NOTES 9. 1 door viewer, Marshal Best Hardware 10. Alternate door viewer Model#L-VGLF-ODD, 9" x 5', Naticrral Guard Products Y4' 1 X2' PRESSURE TREADED WOOD FURRING MATCH STOREFRONT COLOR 1. PROVIDEWARE ON IDA BUILDING CODE TO THE FLORIDAFRAME IL 2. ALL HARDWARE TO COMPLAY WITH THE FL F. Set No. 7 - Door from Utility Room to Storage, Service or kitchen Areas (See door @ 16" GillV, G anhetlule and floor plan for quantity, size and direction of swing) _ 1. 3 ea hinges IS @ pairs), Marshal Best Hardware 2. 1 locked, Marshal Best Hardware 3. 2 we flush bolts (at pairs only), Marshal Sew Hardware G. Set No. 8- Bathroom Hardware 1. Framed mirrors, ASI 06Y0-2436, 2. Rabe hooks, AST[ 0751 3. Soap dispensers, Procter & Gamble -see National Account Seurce Into 4. Grab bare for each accem able roomASI 370148P (18"), 36P (36im) & 42P (42in I 5. Toilet tissue dispensers, Kimberly Clarke #9551 or as promised by D.C.P. H. Set No. 9 -Kitchen and Storage Hardware 1. 2 wap dispenaers, Procter & Gamble -see Nahanal Account Source Into 2. 7 shelf standards, Knape & Vogt, 87 ANO-24 in. 3. 14 shelf brackets, Knape & Vogt, 187LL ANOA2 in _ • development inc VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com AA0003123 V �M AW W " 9 IVf • • a •+••+e T •. s u e + u•ee+ /y r� V r _ CM ``^^ J VJ Z W '0 W O > C: 0 N p Z C\I LLI Z_ :DZ U) 1 _ � pp -2 M Z cM Q � < C 0 revisions: 01-04-18 BUILDING COMMENT 03-27-18 BUILDING COMMENT Drawn by: Pedro Rincon date: 11-21-2017 Am 1 .� I, - V n.r.r T.O, PARAPET BOND BEAM II SEE STRUCTURAL PLAN 1' I I SOPREMA SINGLE PLY MEMBRANE OVER 1-1/2" METAL DECK OVER STEEL JOISTS (SEE STRUCTURAL DWGS,) 13' - 0" AfY r n nnnr V`-DOUBLE BOND BEAM TRUCTURAL PLAN 10'SUSPENDED CEILING OR 1/2"T GYPSUM BD. ON METAL SUSPENSION SYSTEM SEE PLAN FOR LOCATION, 1"x2" WOOD FURING STRIPS 0 16" O.C. OVER R-7.0 FOIL BACKED INSUL. I I 5/8" DUROCK CEMENT BOARD. OR I 5/8" GYPSUM BOARD I I 3/8" TILE. AND GROUT OR FRP OR PAINT I I I I I II 4" SLAB SEE II STRUCTURAL PLAN FOUNDATION FOOTER SEE STRUCTURAL PLAN r �+ 2 TYPICAL WALL SECTION NTS NOTE: ADD RETURN ON FRAME WHERE G.W.B. FINISH IS REQUIRED. ��r---```---FILL FRAME KITH GROUT (TYP.)5/t. -5/8 G.Y.B. itae. S 5/8 AIRC. (TYP) , STUD 0 1 O 35/W'Mark stop z x t wood sNo s1w As REo'o roD'Mis"EEU. SLENCERS TYP. WHERE SIB' C.W.B. ODOR OCCURS. TYPICAL PARTITION rxANE 1 a5 P TYP. MTL. FRAME PROFILE xnm 000R N.T.S. CONTINUOUS DOOR HEAD (WOOD) RUNNER TYP. FORNER �EAO, TYPICAL AT PARTITIONS S/B C.W.B. (TYPICAL) 3 5//8' METAL STU6S, (TYP.)$We DOUBLE aaao 000R \\\ oAR STOP JJ-- CORNER REINF J (TYPICAL) \ M1\\\ n ri \} t ra.MVM1 JJ GGCP GSWC ISHIMAs READ 3'xr. a. 3 5/5" METAL SNO 5/9" 4w.e. '-`CORNER BEAD. _ TYPICAL. DOOR DOOJAMB (WOOD) CORNER INTERSECTION WING WALL AT PARTITIONS 3 PARTITION WALL DETAIL NTS NOTE: 5/1 ROOF R J 3-5/8" GONE, t• TOP STRUCTUR METAL TRACK TO UCTURE THE UNDERSIDE OF MISTING STRUCURE ABOVE PNEUMATIC I PNEUMATIC POWER ACTUATED POWER 3/4' PIN 0 16" DC ACTUATED 3/4' PIN 0 3 51W MR. STUD BRACING 0 3 5/8' MIT -SUB BRACING 0 to' GC 4'-0' O.C. ALTERNATE DIRECTION 4'-0' O.C. ALTERNATE DIRECTON FASTER TO EXISTING ROOF FASTEN TG DISTING ROOF FRAMING MOW FRAMING ABOVE SUSPENDED CEDING OR - SUSPENDED COUNG OR 1/2- GYPSUM BD. BY 1/2' GYPSUM BD, ON METAL SUSPENSION SYSTEM METAL SUSPENSION SYSTEM SEE PUN FOR LOCATION. SEE PLAN FOR LOCATION. _ 3-5/8' WOOD OR METAL 6' WOOD OR METAL STUBS 016' OC. SUDS 0 16' O.C. TYPICAL SUBSTRATES FOR TYPICAL SUBSTRATES FOR INTERIOR INTERIOR WNL$ SHALL ALL BE WALLS SHAH BE AS FOLLOWS: AS FOLLOWS. MTOI EA AND STORAGE ARU AND S KS70RAGE AREAS' W-O' TO ESTRO Y-0' - X' (MELT BOARD, 3'-0' AND , Y- CEMENT BOARD, 3'-0' AND - ABOVEDUROC ABOVE - 76' PLYWOOD. ABOVE - W RLYNVOD. SERVICE AREA: W PLYWOOD PNEUMATIC POWER SEANCE AREA: 46' BAYBOMD SALES AND SEATING AREAS ACTUATED3/4' PLYWOOD SALES AND PER WGYPSUM BOARD PW 0 16, OC ROOR SEATING AREAS: W SCHEDULE FL THEN FLOOR PER SCHEDULE IVSUM BOARD PNEUMATC POWER ACTUATED FINISH FLOOR PER SCHEDULE Ile PIN 0 I6' OC BASEBOARD PER SCHEDULE A, g 4 PARTITION WALL DETAIL ❑- - - NTS NOTE: PLAN NOTES O II 1. CASEWORK BY OTHERS. 2. ELECTRICAL PANELS 3. JANITOR'S SINK - PROVIDE DEDICATED WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACCOUNTS)- P&G EQUIPMENT INSTALLED BY VENDOR- SEE DETAIL 12/P3 4. RECESS MOUNT HAND DRYER W/ DBI BRANDING AND SUSTAINABILITY MESSAGE BY EXCEL DRYER INC. SEE NATIONAL ACCOUNTS; (413-525-4531) 5. P.O.S. OUTLET BOX (48" A.F.F.) WITH Y2" CONDUIT W/ PULLSTRING TO CEILING 6. ELECTRIC WATER HEATER 7. 3 COMPARTMENT SINK W/ 2 INTEGRATED DRAIN BOARDS- PROVIDE DEDICATED - WATER SUPPLY FOR P&G DISPENSER (SEE NATIONAL ACCOUNTS). P&G EQUIPMENT INSTALLED BY VENDOR- SEE DETAIL 2/P3 8. 2" X 2" BRUSHED ALUMINUM CORNER GUARDS, 6L2" LONG (TYPICAL THROUGHOUT KITCHEN) 9. ELECTRICAL PANELS; SEE ELECTRICAL SHEETS 10. HAND SINKS 11. SEE DTL. #6, SHT. A-5 FOR ENLARGED BATHROOM AREA PLAN 12. SEE DTL. #3, SHT. A-5 FOR INTERIOR ELEVATION AT OFFICE 13. PROVIDE DIRECT LINE W/ TEMPERATURE REGULATOR VALVE FROM HWH TO ALL HAND 1 THE Ho D WASHING SINKS Ol -4- 7p +o'- '+ n' M I U U 14. G.C. TO PROVIDE ANCHOR BOLTS FOR SLAB MOUNTED SAFE IN OFFICE- REFER TO SPECIFICATIONS TO BE PROVIDED BY FRANCHISEE. PROVIDE ACCESSIBLE THRES iO D 15. WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING WITH TRANSITION OF 1/2 R AL EQUIPMENT, ICE MACHINES; LOCATE ABOVE WATER METER 16. OPTIONAL SOLAR SHADES AT GLAZING. SEE CONSTRUCTION SPECIFICATIONS AND NATIONAL ACCOUNTS SUPPLIER ON EXTRANET. 17. %" BRUSHED ALUMINUM CORNER GUARD 18. CORE DRILL, SEE DETAILS #4/A-1 & #3/A-12 19. 2A 206C FIRE EXTINGUISHER IN SEMI -RECESSED MOUNTED CABINET. PROVIDE SOLID v - DOOR WITH RED VERTICAL DIE CUT LETTERING. MOUNT TOP AT 48" cM N GENERAL NOTES: 1. TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: d. KITCHEN AND STORAGE AREAS: OLD" TO 2'-0" - %e' DUROCK CEMENT BOARD, n N 4 2LO" AND ABOVE - %" PLYWOOD. RESTROOM AND SERVICE AREA: 0'-0" TO T-O" - %8' DUROCK CEMENT BOARD, 2'-0" AND ABOVE - %" XP GYPSUM. 4 SALES AND SEATING AREAS: %" GYPSUM BOARD GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE BLOCKING IN BATHROOMS FOR ° d GRAB BARS, LAVATORIES, HAND DRYERS, MIRRORS, PAPER TOWEL DISPENSERS, SOAP DISPENSERS, AND OTHER ACCESSORIES AS REQUIRED UNLESS OTHERWISE ° NOTED. 2 DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. 3. REFER TO EQUIPMENT "K" SHEETS FOR INFORMATION REGARDING THE EQUIPMENT AND EQUIPMENT LAYOUT, 4, SEE SHEET A-12 FOR DOOR SCHEDULE AND DOOR & FRAME TYPES.: 5. THESE PLANS ARE CONSIDERED MINIMUM DUNKIN' BRANDS CORPORATE DESIGN REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA, COMPLIANCE 4 a a AND GENERAL BUILDING REQUIREMENTS MUST BE EVALUATED AND CERTIFIED BY AN ARCHITECT REGISTERED IN THE STATE WHERE THIS STRUCTURE IS TO BE BUILT, 6. SEE SITE PLAN PROVIDED BY OWNER FOR NUMBER AND LOCATION OF THE 12'-0 FOLLOWING SITE FURNISHINGS: TABLE WITH SEATING, ADA TABLE WITH SEATING, ° 4 TRASH CAN NEXT TO EXTERIOR SEATING AREA, TRASH CAN WITH CHUTE NEXT TO DRIVE-THRU AREA, AND GROUNDSKEEPER SMOKING MANAGEMENT RECEPTACLE. N SEE NATIONAL ACCOUNT SOURCE INFORMATION FOR MANUFACTURER / SUPPLIER. 7. PROVIDE FIRE EXTINGUISHERS, TYPE ABC, WALL HUNG, TOP @ 5'-0" A.F.F. (BY G.C.). ° - NUMBER AND LOCATION AS DETERMINED BY LOCAL CODE a 8. IF LARGER OFFICE IS REQUIRED, EXPAND TOWARD El NOT F.O.H. SEEK D.B.I a {f APPROVAL PRIOR TO PROCEEDING 9. REFER TO WEBSITE http://extranet.dunkinbrands.com FOR ALTERNATE FLOOR PLAN WITH OPTIONAL SECOND DRIVE-THRU WINDOW 10. BEVERAGE REFRIGERATOR TO BE 54" HIGH WHEN NOT PLACED AGAINST WALL. 4 d 4.1 C4 J ADA NOTES: 1. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE FLOOR AND BE LEVER TYPE. 2. TOILETS: A. LAVATORY TO HAVE LEVER HANDLES, SELF METERING FAUCETS OR SPRING FAUCET. FAUCETS SHALL BESET TO REMAIN OPEN FOR 10 SECONDS MINIMUM. B. A COAT HOOK 48" ABOVE THE FLOOR SHALL BE MOUNTED ADJACENT TO THE BARRIER FREE STALL DOOR. C. LOCATE THE WATER CLOSET 16" TO 18" FROM THE CENTER LINE OF THE FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE T HE FLOOR TO THE TOP OF SEAT. FLUSH HANDLE TO BE ON EXPOSED SIDE OF WATER CLOSET. D. PROVIDE ONE 42" AND ONE 36" LONG x 1 1/2" OUTSIDE DIAMETER PEENED GRAB BARS, 1 1/2" FROM THE WALL WITH ONE BEHIND AT 12" FROM CENTER LINE OF WATER CLOSET ON ONE SIDE. ONE ADJACENT TO AT 12" FROM THE WALL 33"-36" PARALLEL TO AND ABOVE THE FLOOR. E. LAVATORY TO BE MOUNTED 34" MAX. ABOVE THE FINISHED FLOOR TO RIM WITH KNEE SPACE OF 30" IN WIDTH AND 27"IN CLEAR HEIGHT. (29" CLEAR UNDER FRONT EDGE) F. INSTALL MIRROR 40" MAX. ABOVE THE FINISHED FLOOR TO BOTTOM EDGE OF REFLECTING SURFACE (MIRROR GLASS BOTTOM) AND 72" TO TOP. G. DISPENSERS TO BE MOUNTED A MAXIMUM OF 42" ABOVE THE FLOOR TO ALL OPERATING OR DISPENSING SLOTS. H. TOILET PAPER DISPENSERS MOUNTED 19" MIN. TO CENTER LINE ABOVE THE FLOOR AND 7" MINIMUM AND 9" MAXIMUM FROM FRONT EDGE OF WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER rzu WIXYL�ER r I EXTERIOR S. EL7MIR QM p YOU WAL C CMU WALL USPp,GED CBLLN0 OP /S GYPSUM M CN GOAL SUSPENSION SYSTEM 8E law FOR LWAVIN. 1'& w000 MRWG STRIPS O la' eG OOBR R-7.0 FOL BACKED NPA. I'xY Y RAW mn 0 8'-0' MAX INTERIOR I',Y RIXV NRIXG STRP9 016' Do. OM m0 BAQfED WSIL 5 (AAKOK CEMENT BOARD. OR 5/e' GYPSUM BOARD 5/9. DLE AND GROUT OR RP OR POT MM flMSH Fare PER I- SIDENCLE D CMU WALL NOTE: ADA 1'-6` MIN. ALL DOORS ARE TO BE LOCATED VARIES @ PULL SIDE 6 INCHES FROM REF,TO FACE OF WALL DOOR 6 TYP. ADA 1'-0a MIN. TO INSIDE JAMB SCHEDULE ION ® PUSH SIDE THE HINGE SIDE. UNLESS OTHERWISE NOTED. 2., VARIES 4 z. 3'-e" P' o z z' � F 1 2 3 PEEP HOLE AT DOOR EO, E0. MAIL 9' CUSTOM O' - SLOT H HANDLE OFFICE F GLASS A" ONLY LIGHT TEMPERED DOOR \ WOOD P. LAM F GLASS 4 Lis.; ' KICK ALUMINUMH'a 7A .... 1 LOUVER fo PLATE n VEN, - OFFICE m A UTILIT B C ROOMY ONLY D 5 DOOR DETAIL NTS NOTE: development inc 117 Q- U 13,-0„ a, 4'-6" CEILING HEIGHT 7'11'FF. 7 TX13 I f VAIAI V INI 17131=17C1 IW m� � - T 6,_74a 9, 3 Revers OsrSY with S iten aP 30'-4� PREP AREA T n V \ 2D_y„ 3' x 8' FINISHING TABLE_ Double drovection OVEN X I I R 2,-6„ o-.9 6" POI SINK o b 0 44" m 2,-1 0�„ ion: 1077 WS124 slore6e: 693 IN VENTURA -v michael a. ventura 11870 w state rd 84 #C 14 davie, fiorida 33325 phone : (954) 423-1362 5'-32" = 10'-42" ventura architer ture.com A _ 10 %l 81.8n I 'C1 Y c � N - `IL416 J D fj1 „ D-03 42„0 3 L11 2 �� of EI ctncal els I I sue`* � o o w - - 4 � o [tCE BKE Y-- o AS VD - ii V CENTER Ha d Sin -SANDWICH ST ION 10 6336 W-111i2" J" to Hood above zvDu's,zPRTNTE �N SERVICE AREA 5' 8" v 9,_8„ ESPRESSO 104 POS S TATION COFFEE STATION HAND-OFF Ara" es C e � _. ..._ ___ A I ' e " ❑nlxr Mal 12 FACINGS DIPPING CABINET ( 1 14 5' VDU2dOTG0 Z SEATING AREA Q 102 W U) n U G Call MIRETAIL alert device. 39'-O" - O SALES FLEA r3 001 (Low Ht., 1. -by Coke)® 1, 1 01-4-1 TRA 3H CP M THRESHOLD 1G 1- el II Art c .� 0'-1/2" MAX -P: co SEATING AR 102 mITFcl� Jm Ali 9Z 0 :rl" a 3r m 0 ZO (V ° d 4 ° 10'_8r, 2,_8d d° d ° 42'-0° PROVIDE AC4CESS'LE TZ141-IOLD I' 4° d. ° ELEVATIO WITH MAXIMUM VERTIC99,,{{..' 4 .d d ° . O, o,,. TRANSITION OF 112" TOTAL ° d d 4 d ° d 4 d a a Mlp061 G N d d °. ° d ° a ° Ll q CI . e 4 Q ° 4 1/4 11'-D" FLOOR PLAN SCHEDULES -- (::3were n «._ Is. eac uom usrg TIF 'et num er. lt Multiply hardxea by number of don=, T-11" A R 0 0 1 6--52 [J CIO 5'-1" j Uj �// � W A V CM _ M U)'Ap' > Imo- 1y < `/'� vJ Z W > _0W r 'r/_ Z L N 1 i ........LLLL.r > ^ LO '� Co i1� M� Zfy co co C) F\R�a�PP ^� M� r_ CQ a h'1 revisions: Zh 0 1 -04- 1 8 I BUILDING COMMENT ROOM FINISH SCHEDULE DOOR SCHEDULE Use 14 moral Beat Hardware. DOOR DATA FINISH FRAME DATA PRESSURE NOA NOTES .OVERALL PREESURES Set No.I- Door from Vestibule To Exialor aradoorfrom Sales Area to Vestibule (See door FLOOR WALL CEILING NO. FIG. ON SIZE MATERIAL TYPE INT/Ent MATERIAL TYPE + OPENING + schedule and floor plan for quanfi!y, size and d,recaon a`, swing) NO. ROOM NAME BASE CODE NOTES - 1. Temporary cylinder, Marshal Best Hardware as rsq¢Ired. CODE CODE CODE E EXISTING TO REMAIN 2 Refmto Sactlon OU10forallotherhardwere. 1 2AND4. 3. Referto drairings fordamsto receive costae'D'tlowhandia. Refwlo National 101 SALES AREA FC-03 WB-01 NOTE #1 CT-D1 1, 3,4 D-Ol EASTSIDE (2,3'-0"X'7'-U' ALUMINUM q mMrC' H.M. SEE 33,8 -37D 1"915.02 WITH 2'-' 8' 6' 8"W x 10' 2"H 32_T -35 3 Amawnts for mtlering arm inslaualion inform eAm. 102 SEATING AREA FC-04 WB-01 NCITE #1 CT-01 1,3,4 ELEV. TRANSOM ABOVE A. Set No. 2- Double Acting CGn>Eom Service Area to and front Kitchen(ptestic laminate 104 SERVICE AREA FC-05 WB-02 NOTE#1 CT-03/PX,-30 1,3,4 I door). (See door Schedule and flow plan for quantity and Size.) 0-02 SOUTHSIDE (1)3'-6"X7b" METAL B BPGN2E H.M. SEE iELEV -39.3 14-0211,14 2AND 4. 1 i'-lU"W x72H 3i8 -370 1. 2FIaor'tops,Marshol Best Hardware 107 OFFICE FC-05 WB-02 FRP-01 PX-30 2,3,4 2. Rater to section o62t3mr all other hardwzre. 108 KITCHEN FC-05 WB-02 FRP-01 CT-03 3,4 ` D03 OFFICE 3.0 X6'-8"X 13/4" WOOD C I-EIEVS. H.M. 1 -- -- -- _ _. B. Set NO. 3-Dom Goo Office do Storage, Servlcow Kitchen Mess. (See Rom schedule MD and flow plan for tlow Marshal size and direction of wing.) NOTES NOTES 1, 2 as hinges Marehal fleet Hardware 1. REFER TO INTERIOR ELEVATIONS FOR PROPER WALL FINISHES IN DESIGNATED AREA 2. 1 ea spring hinge, fAarahal Beat Hardware 3. 1locksst,Hagar Almeria! Best Hardware 1. PROVIDE 1" INSULATED S, TEMPERED GLASS; FRAME TO MATCH STOREFRONITCOLOR Drawn by: 4, Metter Mot, Ives Marshal Beet Hardware 2. SEE INTERIOR ELEVATIONS FOR DOOR FINISHES 2. UNDERCUTDOORI" 5. 1 aboveloora,Merehal.1 rt Beat Hard 3. PROVIDE ALUMINUM CORNER GUARDS ATALL OUTSIDE CORNERS OF WALLS, SEE FLOOR 3. PROVI DE 190 DEGREE DOOR VIEWERCENTERED IN DOOR @5'-0"A.F.F: MODEL SSVLAB FROM DAVSTAR SECURITY Pedro Rincan 6. 1 floor stop, Marehal ktasf Hardware 4. REFER TO DUNKIN BRAN DS SPECIFICATIONS FOR HARDWARE SCHEDULE FOR ALL DOORS. C. Sat No. 4- Door from Hall to Storage, Service or Kitchen Areas.(See door stillm le and PLAN FOR LOCATIONS 5: PROVIDE LOUVERED VENT@EACR DOOR FOR UTILITY ROOM AND OFFICE. REFER 70 LOCAL CODES FOR FIRE RATING OF DOORS floor plan for quantity, size and direction Owing 4, G.C. TO VERIFY ALL FINISHES WITH DBI CM PRIOR TO ORDERING MATERIALS, 1. 2 ea hinges Marshal Marsha Hardware G. ADD DOUBLE-ACTING ELIASON DOOR TO SEPARATE SERVICE AREA FROM PREP AREA WHEN APPLICABLE (NOTSHOWN ON PLAN); REFER TO NATIONALACCOUNTS FOR Boat 2. 1 as spring hinge, Marshal east Hardware 3. 1 acKseq MarehaSaid Hardware CONTACT IN 2 DOOR LAMINATE TO BE FORMICA DESERT BEIGE ll 4. 1fomStop, .Marshal East Hardware 7. ALL HARDWARETOCOMPLAVWITH THE FLORIDA BUILDING CODE d a t e 6. 1 door viewer, Marshal Best Hardware D. Sat No. 5- Doors from Toilets to Hell. (See door schedule and floorplan for quantity, 11-21-2017 size and direction of swing.) 1. 1-1/2 pair butts, Marshall Best Hardware 2. 1 Iookset, Marshal Gael Hardware WALL LEGEND 3 l floorlate. Marshal Seat Hardware WINDOW SCHEDULE 4. t kick May relate, Marshal Best Hardware for x roLW.O. D. Local barrierfree code WINDOW DATA GLAZING PRESSURE NOA may require larger kick plates verify before mdedng. NO. 5. i closer Marehal Beat Hardware „ ,o WIDTH HEIGHT CITY MATERIAL FINISH GLAss TINT TYPE + NOTES E, sat Na.6-Dom from G;wagGlo Extadm Mets dew and frame (Geer Rom SchedMle NEW PARTITION WALL: 3-5/8 Or 6 20 GA, EX __ _ __ _ .. __ -- EXISTING -- -- -- - - endRocwhingestil anal antldiralwars swing., GALV. MLT STUDS @24 O.C. W/ Y DUROCK W-01 7'-a" 10'-G" 1 ALUMINUM BRONZE PLATE GARY STOREFRONT 32.1 -35.3 14-0331.02 1, 2 and US Aluminum 1. 3ea aaet, Marshal , rshal Be eat rd are 02 9'-4" 10'-D" 1 ALUMINUM BRONZE PLATE GARV STOREFRONT 32.1 -35.3 16-0307.06 1, 2and US Aluminum I 2. 1locksel,MarehalaeefHerdware BOARD ON EACH SIDE. w- _ - 3. 1 dryer, Marshal aasf Hardware W-03 1o'-s^ xe'-D^ 1 ALUMINUM BRONZE PLATE GARV STOREFRONT 32.1 -35.3 14-0331.02 1, 2 and US Aluminum 4. 1 thrweep, Marshal MaraB Lr:-f Hardware /ware j G" 1 ALUMINUM BRONZE PLATE GARY $TOREFROM 32.1 35.3 14-0331.02 1, 2and US Aluminum 0 5. 1 sweep ofrshal Beal Best Hasa L.�L-LL_d W-04 7'-0" 10'- R. lhdder/trap M,MarsllBear Hardware 8" CMU WALL WITH Y" STUCCO ON EXTERIOR 7. 1look guard, In Marshal PP 9. Beet Hardware E. 1 ImNc Marehal Best Hardware A. t low Hexer Marshal Gael Hardware SIDE AND/ GWD W R- 4.1 FOIL BACKED INSUL. NOTES 10. AIterpoor from Hexer:Model Storage, F-Wg9" or Kitchen net AGuard Products ON 1 X2 PRESSURE TREADED WOOD FURRING 1. PROVIDE I"INSULATED E-TEMPERED GLASS; FRAME TO MATCH STOREFRONT COLOR F. Set uleand.looram UtNityl2oom to Stange, Serviceorsing)n Areas (See door 2. ALL HARDWARE TO COMPLAY WITH THE FLORIDA BUILDING CODE R sic,^.1 1rRtlnge plan fwrls)NMaty sala motHacdonof s,ving) @ 16 O,G, 1. 3 6e hinges (6 @palm, Marshal Best Hardware ry,u 2. elaflus Marshal RamHardware 2 3. 2 ea Ault bds (at pnlfs only'), Marshal Best Hardware G. Set No,obehoromt Hadware ` ` _ 1. Fremetl p rro s ASI o.te; & 36, fo 4( T�/vw�•/'� 2. Robe hooks ASI O/Ui 3. Grab dispensers act,w &Gamble -see National AccountSource SR, )& 4. Oral bars for each acce„`~tDla room, ASI 3701-18P (18"), J6P (36Ln.y8 -42P 421n.) 5. Tdlet tits.a dispensers, Klmbedy Clarke #9551 maspromised by D.C. P.Aml H. Sat No. 0- Kite, en and Stmege Hartware 1. 1 soap dispensers. Procter & Gamble - see National Account Source Info 2. 7 shsif irtandmic s, Knape & Vag', 87 ANO-24 in 3. 14 shHf brackets, nepe&Vogl, 187LL ANO-12 in. ._ r r as'S.�iE�__- 5 Paperl.el holder, American Sbecs[les, Inc., 0245SS - Nf NOTE: Frl DECORATIVE SHADE PENDANT, ADDS A RICH ELEGANT FEEL TO ANY INTERIOR SPACE, LOW \ / PROFILE CANOPY WITH 8' FABRIC WRAPPED SVT CORD. � 35/I 8„(ZZ EXISTING ROOF STRUCTURE INCLUDE A TOP CLEAR LENS AND BOTTOM GSTEEL VINYL PANEL CEILING CREAM ACRYLIC DlFUSER. STUDS ELEV.12 " a/1s^POWER I SPACED ACTIVATED - 3-5/8" CONT. TOP MTL TRACK THE PENDEANT LIGHT SHOULD BE INSTALLED AT P22 B 0,C. MAX.�iz" I GHAT. STRUCACHEDTURE URTO UNDERBID -Or O.C. MA(TYP.) EXIST. STRUCTURE 7'-0" TO THE Es TTOM OF THE FIXTURE. j G.WB.OVER 3/4"PLYWOOD -I I ;. -SEE ELEVATIONS FOR DECORATIVE CEILING ELEMENTS ARE AVAILABLE _ PAINT COLOR LIGHT FIXTURE BY G.C. WITH AN ORANGE EDGE AND A PINK EDGE. t �3518'- CROS&BRACING (AVAILABLE THROUGH WHEN TWO ARE USED, ONE OF EACH COLOR STEEL2"<GAUGE) TEE STUDS SPACED VILLA LIGHTING- SEE SHOULD BE USED. IN LOCATIONS WITH A SINGLE 77�1a oc. ELEV. ITJO" m ELEMENT, EITHER COLOR CAN BE SELECTED. NATIONAL ACCOUNTS) EQ. EQ. G.W.B. PX30 3'-0 RECESSED LIGHT FIXTURE "LED-1" (SEE REF. CLING PLAN FOR LOCATIONS - TYP.) 2 DECORATIVE COFFER 3 SOFFIT DETAIL 1/2" = T-0" NOTE: TUTS NOTE: I CEILING LEGEND 2x2 LAY -IN LIGHT FIXTURE 11 GYPSUM BOARD CEILING LED- W/ OVERLAY (LED) (TYP.) 2X4 FLUORESCENT LIGHT FIXTURE, LAY -IN CCO SUSPENDED � IN FLUSH CEILING CEILING GRID SYSTEM (LED) SPEAKER ED-6 E EXTERIOR SPEAKER ® RECESSED CAN EXTERIOR LED-1 DOWN LIGHT FIXTURE (LED) V ADJUSTABLE SPEAKER O VOLUME CONTROL LED-7 EXTERIOR LED FLOOD LIGHT 9X EXIT SIGN {} PT PENDANT LIGHT FIXTURE (LED) RETURN/CEILING PENDANT LIGHT FIXTURE (LED) ® EXHAUST REGISTER x P1 WITHIN HANGING SOFFIT SUPPLY AIR DIFFUSER - z 4 WAY BE BATHROOM WALL SCONCE =C TRACK HEAD &LED LAMP EXTERIOR BLACK WSC-1 UP/DOWN SCONCE W/ LENS m FLUE 2"X4" SUSPENDED CEILING GRID WSCX-2 EXTERIOR WALL MOUNT SYSTEM WITH 2"X4"LAY-IN �+ STEM LIGHT ACOUSTICAL CEILING TILES NOTE: SEE ELECTRICAL DWG'S FOR MORE INFORMATION ON LIGHT FIXTURES. 3 SRI" (22 GAUGE) STEEL STUDS SPACED ® 16" O.C. EXISTING ROOF STRUCTURE A VINYL PANEL CEILING 3/ 16" AC POWER ACTIVATED TAPCONS (aJ 12" O.C. MAX. (TYP.) 5/8" GYPSUM BOARD ELEV. 10'- 3-5/8" CONT. TOP MTL TRACK 22 GA ATTACHED TO UNDERSIDE OF EXIST. STRUCTURE BEYOND / 3 5/8" (22 GAUGE) 5/8" GYPSUM- ` STEEL STUDS SPACED BOARD .. .. .... 161, O.C. ELEV. B'-10" rh EQ, EQ. G.W.B.FPX-30 3'-0 RECESSED LIGHT FIXTURE BEYOND "LED-1" (SEE REF. CLING PLAN FOR LOCATIONS - TYPJ 5 SOFFIT DETAIL NTS NOTE: MUSIC SYSTEM NOTES: 3-5/8" CONT. TOP METAL TRACK 22 GA ATTACHED TO THE UNDERSIDE OF EXISTING STRUCTURE ABOVE 3-S/8" META!STUD BEV. 1U'-0" L�NC 22GA 4 16" M.AX OWERO.C. 3 4" G.WB. PT-01 OVER PLYWOOD TIiREAD81 ROD 1 STUD FRAMING I q EXHAUST HOOD 4 HOOD SOFFIT DETAIL NTS NOTE: THE MUSIC SYSTEM IS A REQUIREMENT OF THE BRAND AND NO LONGER OPTIONAL. ARCHITECTS TO UPDATE ARCHITECTURAL DRAWINGS PER GUIDELINES DIRECTLY BELOW. 1. MUSIC SYSTEM IS REQUIRED IN ALL NEW AND REMODEL STORES. MUSIC SYSTEM TO USE DBI APPROVED PROGRAMMING 2. ALL CEILING SPEAKERS TO BE FLUSH MOUNTED WHITE. ALL EXTERIOR SPEAKERS TO BE BLACK, WITH EXTERIOR GRADE CONSTRUCTION. 3. ONE SPEAKER IN EACH BATHROOM TO BE FLUSH MOUNTED WHITE. 4. A MINIMUM OF TWO SPEAKERS IN THE SEATING AREA (NO SPEAKERS IN THE SERVICE AREA). 5. A MINIMUM OF TWO SPEAKERS AT EXTERIOR SEATING AREAS WHERE APPLICABLE. 6. SPEAKER AT EXTERIOR OF BUILDING ADJACENT TO ENTRY. 7. PROVIDE AND INSTALL SEPARATE VOLUME CONTROLS FOR EACH AREA (RESTROOMS, SEATING AREA, EXTERIOR) 8. HARDWARE TO BE INSTALLED IN THE OFFICE, FIELD VERIFY AND COORDINATE WITH FRANCHISE FOR THE EXACT LOCATION OF THE UNIT AND VOLUME CONTROLS. PLAN NOTES: 1. GYPSUM WALL BOARD CEILING. 2. HOOD FOR JUST BAKED OVEN - HOOD SHROUD IS OPTIONAL IF LOCAL JURISDICTION ALLOWS- EXHAUST FAN IS REQUIRED PER DBI STANDARDS. 3. FLUE FOR HOT WATER HEATER 4. EXHAUST HOOD WITH ROOF FAN REQIURED PER DBI STANDARDS. & PICK UP SIGN SUSPENDED FROM CEILING 6. DIGITAL MENU BOARDS TO BE ALIGNED WITH POS STATION AT FRONT LINE- MAINTAIN 2" CLEARANCE BOTH ENDS OF SYSTEM FOR UNIT VENTILATION. 7. ARCHITECT TO ENSURE THAT ADEQUATE DISTANCE IS MAINTAINED BETWEEN DIGITAL MENU BOARDS AND OTHER OBSTRUCTIONS SUCH AS LIGHTS, SPRINKLER HEADS, CAMERAS, AND TOASTER/OVEN. 36" MIN DISTANCE BETWEEN DMBS AND EACH OBSTRUCTION IS PREFERRED. LIGHTS PLACED TOO CLOSE TO DIGITAL MENUBOARD SYSTEM MAY CAUSE UNWANTED GLARE. HEAT FROM TOASTERS WILL LEAD TO SCREEN FAILURE 8. ARCHITECT HAS OPTION TO USE LED-1 CAN LIGHTS IN SEATING AREA ONLY (AS DEMARCATED BY FLOOR TILE AND KNEEWALL.) 9. METAL CEILING TILES 10. DIGITAL MENU BOARD (DMB) MINIMUM SOFFIT SIZE: • 4- 46" (DEFAULT SIZE) DIAGONAL BOARDS IS 172" L (14'-4") AND 26"H (2'-2') • 4- 40" DIAGONAL BOARDS 149" (12-5")L AND 23" H (V-11") • 4- 32" DIAGONAL BOARDS IS 118" L (9'-10") AND 19" H (1'-7") II LAYOUT NOTES: II 1. PROVIDE EMERGENCY LIGHTS & SMOKE DETECTORS AS REQUIRED BY LOCAL GOVERNING CODE. 2. ADD THE RH REMOTE WEATHER PROOF EMERGENCY HEAD (PRODUCT #Z1 PB) TO THE EXTERIOR EGRESS DOORS IF REQUIRED BY CODE. 3. REFER TO SHEET SP-1 FOR GROUND LIGHT "GF" FIXTURES TO BE ORDERED AS PART OF LIGHTING PACKAGE. 4. HOOD OVER SANDWICH STATION IS RECOMMENDED BUT NOT REQUIRED. ARCHITECT / ENGINEER MUST REVIEW LOCAL CODES TO DETERMINE WHETHER A HOOD IS REQUIRED. IF A HOOD IS NOT USED IT IS REQUIRED THAT AN EXHAUST GRILL BE PLACED IN THE CEILING ABOVE THE SANDWICH STATION. IF NO EXHAUST IS PROVIDED AT THE SANDWICH STATION THE FRP PANELS AND / OR MENU BOARDS COULD BE AFFECTED BY THE HEAT FROM THE SANDWICH STATION. FOOTCANDLE NOTES: 1. MINIMUM LIGHTING LEVEL (FOOTCANDLES IN FRONT OF HOUSE (FOH) = 35FC MIN. 2. MINIMUM LIGHTING LEVEL (FOOTCANDLES IN BACK OF HOUSE (BOH) = 50FC MIN. 3. MINIMUM LIGHTING LEVEL (FOOTCANDLES IN TOILET ROOMS = 35FC MIN. CEILING FINISH SCHEDULE CEILING FINISH SCHEDULE Checked: 03A09/201? CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION/REMARKS CT-01 GENERALCEI'INGTI L£ USG ASTRd GL1MA PLUS SLT 98223 2'X2'F:NETOnTUREU;90N PERPOREU &NON FISSURED -WHITE Gr-oz Nor USED CI'-03 KITCHEN C11 LINO TILE AMSTRONG I'AHEETROC LAY -IN 870 TXV VINYL CLAD CEI LIRG TILES"WhITC11 'T-04 CEILINGOR D SYSTEM A2MSTROPG 71 3CAWE WHITE 6RiU 14 i6 �f✓IEIAL CEWPot Y L -. - ARMSTRONC i M�Ur `S _ 2X2ME I ALWORKS 111il N G,PANELS FX 30 1 PAINED GYP. BID, _,. _ JEHER4V144VI PM5 i--tV 7P0G EXTRA tJH... - _ rIAT LIGHTING SCHEDULE LIGHTING SCHEDULE Updated:11/28/2017 CODE DESCRIPTION MANUFACTURER PRODUCT INTERIOR Al 2X4 FLAT ACRYLIC LENS W/ 3 T8 LAMPS MET 2GR8-332A-UNV-AD-IOP3P32SGU Al-EM 2X4 FLATACRYLIC LENS W/ 3 TS LAMPS (EMERG. CALLASU MET 2GR8-332A-UNV-EL4-AD-IOP3P32SC-U AI-P FIELD INSTALLED FLANGE KIT(DRYWALLCLG) MET FCTKA-24W-U A1P 2X418 CELL PARABOLIC MET _ 2EP3GX-332S361-UNV-AD-IOP3P32SC-U A1PO 2X4 18 CELL PARABOLIC (OVERLAY) MET 2EP36X-3325361-0/040-UNV-AD-IOP3P32SC U A2 2X2 9 CELL PARABOLIC MET 2EP3GX2U6-S331-U_NV A2PO _ 2X2 9 CELL PARABOLIC (OVERLAY) MET 2EP3GX2U6-S33i UNV-0L BL BATHROOM WALL SCONCE SEAGULL 49170 C TR_ACKHEAD - OPEN STYLE JUNO R600L-3SK-BL C1. TRACK HEAD- (JAZZ BREW ONLY) ---_-'- -- LIGHTO_ PH 22_0R30 _--_-_--__ C4 MENUBOARDLIGHTTH50-4 0" _LIER ELLIPTIPAR F144-V4BS22-120-LXXW/LENS(COMBO ONLY) .IL INCAND. DOWNUGHT W/ WHITE TRIM LEV 9875 K 42W COMPACT FLUOR. DOWNLIGHTW/ LENS HALO PD7/V'142E/7VL1C LP LOW -BAY 12" RAW ALUM. FINISH ATLANTIC SBS12-242E 1/2PL-24-PL-HSHG LED-1 LED DOWN LIGHT W/RC-6HOUSING CLEF VL&1027120-SP1/VL6A-SP1 LED-2 __ LED DOWN LIGHT CONTRAST LIGHTING CA2550 LED-3 LED 2X4 RECESSED FIXTURE CREE CR24-40L-35K LED-4 _ LED 2X2 RECESSED TROFFER CREE ZR22-32L-35K-10V LED-6 LED 2X4 RECESSED TROFFER(Backroom Only) CREE ZR24-32L-35K-10V LED-7 ...HANGING. LED EXTERIOR STRIP LIGHT SIOAN 701912 C175 (48`LONG)_ P1 ORANGE PENDANT LIGHT..-._. __._.___ - BOCKI.IGHTING ._...__._ _PO5-D_D2011091/TC-4T213 (ORIGINAL BLEND)--- P2 HANGING DECOrRNTIVE PENDANT ABODMN IJGI-ITING� 23194-0 (CAPPUCCI NO BLEND) (3NEVFRSE(6UR('FASE LIC HTING P3 HANGING DECORATIVE PENDANT 18.5' DIA BOCK LIGHTING IP05 DR19OPPP DARK ROAST P4/4A IHANGING DECORATIVE PENDAN116"DIA) BOCK LIGHTING P14s7(FROSTED ORAMBER CLASS SHADE) PS IHANGING DECORATIVE PENDANT (20"DIA)-CO_NTECHLIGHTING 17822(JAZZ BREW-W/DEC CLGCOFFER) PIE HANGING DECORATIVE PENDANT(13.5`DIA) CONTECH.LIGHTING 17:374(JAZZ BREW) P7 HANGING DRUM PENDANT LIGHT CONTECHL.IGHTING RLM143DRE P2-CO DECORATIVE CEILING ELEMENT DGS(CUSTOM) CAPPUCCINO BLEND (48"X48"X6") ORANGE SIDES P2-CP DECORATIVE CEILING ELEMENT DGS(CUSTOM) CAPPUCCINO BLEND (48'X48"X6")PINK SIDES P3-CO DECORATIVE CEILING ELEMENT OGS(CUSTOM) DARK ROAST(48"X48"X6") ORANGE SIDES P3-CP DECORATIVE CEILING ELEMENT DGS(CUSTOM) DARK ROAST (48"X48"X6")PINK SIDES JB-24.v DECORATIVE CEILING ELEMENT DOS (CUSTOM) JAZZ BREW (24" DIAMETER) JB-36 DECORATIVE CEILING ELEMENT DGS (CUSTOM) JAZZ BREW (36" DIAMETER) JB-48 DECORATIVE CEILING ELEMENTF DGS(CUSTOM) _- ................ JAZZ .BREW (48".,DIAMETER) OC OPTIONAL- WALLMOUNTED OCCUPANCY SENSOR WHITE WS WS-200-W V VAPORPROOF LINEAR FIXTURE BY OTHERS BY OTHERS W-EBLJ 2-MEAD BATTERY PACK EXITRONIX _ LED51 X LED EXIT W/ BATTERY EXITRONIX VEX-U-BP-WH cOMDeexiT COMBO LED EXIT/ (2)HEAD EBLI EXITRONIX VEX-U-BP-WH-EL90-R -- EXTERIOR _ �. .--_-- CJ EXTERIOR AWNING LIGHT MERCURY M4000-1-32-OCT-ELB-UN1 G EYELID WALL PACK- 10W LED COOPER XTQRIA GF _ 100W MH GROUND FLOOD LTH TFMIOOMTA-TB-DBL-LPI LED-2 EXTERIOR 3" LED FIXTURE (CONTRAST LIGHTING CA2550/ REFRE2550-CL./ CA2550-01 RH EXT. WEATHERPROOF EM REMOTE HEAD EX ZIP-2 _ SVL 22F3 SITE LIGHTING USA SVL22F-11135OPS-MT-I-DBM-LAMP-SNTS-204-11-1-DBM TC _ DIGITAL TIME CLOCK TORK DTS200A WSC-1 BRONZE EXTERIOR UP/DOWN SCONCE _ PROGRESS P5675-20/ P8799-31 WSCX-2 SIGNLITE FIXTURE W/ IS" ARM W/ LAMP HI-LITE H-HDMRI6/18-1-119/5.0W/LV-BCM-M/ B0112830 _ WSR EXTERIORARCH. WALL PACK-175W MIN COOPER X70ft3A �� LIGHTING SCHEDULE NOTES 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NATIONAL ACCOUNT SOURCE INFO FOR LAMP SPECS&VILLA LIGHTING RE- LAMPING PROGRAM. ALTERNATES FOR DRYWALL OR EMERGENCY FIXTURES CAN BE FOUND UNDER NATIONAL ACCOUNTS. 2. ALL INCANDESCENT LAMPS SHALL BERATED 130VOLTS 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR. FLUORESCENT BALLASTS .FORTS LAMPS TO BE ADVANCED MANUFACTURED OPTANIUM WATT MISER, EXCEPT OUTDOOR FIXTURES TO BE ZERO -DEGREE MAGNETIC BALLASTS. 4. PROVIDE HOLD-DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. 5. PROVIDE ALL REQUIRED MOUNTING ORHANGING HARDWARE 6. COORDINATE AND VERIFYALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. 7. LAMPS SHALL BE AS MANUFACTURED. BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC OR APPROVED EQUAL development inc a� L U T OIL VENTURA michael a. ventura 1.1870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com AA 0 0 0 3 12 3 1 •use• o r 'A 0.r' Lu fQ CU v � 00 J i- � > tL L LLJ "0 W O > 00-'o N p Z N O Z z C= rY c) M Z � M<M r Q C revisions: Drawn by: Pedro Rincon date: 11-21-2017 • development inc SEE SEATING AREA TILE STAGGER DETAIL 3/A-2 1/4" FLOOR FINISH PLAN NOTE: LINE OF CASEWORK AT FRONT LINE. TILE TRANSITION BETWEEN FC-01 AND FC-05 MUST OCCUR UNDER FRONT CASEWORK SEATING AREA TILE -AGGER DETAIL 3/A-2 WHEN INSTALLING THE PLANK TILE IN A STAGGERED PATTERN, THE STAGGER SHOULD EQUAL 3 THE TILE LENGTH. STAGGERING THE TILE ANY MORE THAN 3 THE DISTANCE COULD RESULT IN UNEVEN JOINTS. NI T.S. o EOOR PLAN FLOOR FINISH IVIATERIAL SCHEDULE - CAPPUCCINO BLEND Checked: 03/22/17 CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION/REMARKS FC-03 PORCELAIN TILE DALTILE SAN MICHELE "MOKA" CROSS CUT 18"X18"; TRAFFIC & QUEUING AREAS S132 FC-03(ALT) PORCELAIN TILE DALTILE SAN MICHELE "MOKA" CROSS CUT 12"X12"; TRAFFIC &QUEUING AREAS, RESTROOMS(USED WHERE S132 UNDERSLAB MAY NOT BE LEVEL ENOUGH FOR FC-OS TILE FC-04 PORCELAIN PLANK TILE DALTILE SADDLE BROOK SDIS"WALNUT 6"X36"; SEATING AREA FIELD TILE- MAX JOINT OVERLAP CREEK" NOT TO EXCEED I/3 OF TI LE LENGTH FC-05 QUARRYTILE DALTILE QUARRY TILE OT08661P"SAHARA 6"X6"; BACKLIN E/SERVICE AREA &B.O.H. AREAS SAND" G-01 GROUT CUSTOM BUILDING #52"TOBACCO BROWN" FLOOR GROUT -ALL FLOOR TILE PRODUCTS WB-01 CERAMIC TILE WALL BASE VERANDA SADDLE P540 VERANDA PORCELAIN P540 "SADDLE STD" CUT 13"X13" DALTILE FLOOR TILE W/ SATIN NICKEL SCHLUTER STRIP CAP JOLLY - ANIGB WB-01ALT CERAMIC TILE WALL BASE DALTILE VERANDA SADDLE P540 VERANDA PORCELAIN P540"SADDLE STD"#P54GS36EBTIP2 6"X13" COVED BASE TILE (OPTIONAL UPGRADE) i WB-02 QUARRY TILE WALL BASE DALTILE QUARRY TILE Q3565"SAHARA 5"X6"COVE BASE- SEE NATIONAL ACCOUNTS FOR SAND" INSIDE/OUTSIDE CORNER PRODUCT NUMBERS CUT TILE COVE BASE W/ SCHLUTER STRIP CAP CERAMIC TILE BY G.C. TYPE "A" CUSTOMER AREAS WB-02 TITLE COVE BASE QUARRY TILE BY G.C. TYPE "B" f SERVICE AREAS II AND KITCHEN 4 I NOT USED 114'�1'-O�NOTE: 01-4-1 3 1 TILE BASE DETAIL 1" = V-0" I NOTE: EXISTING: CERAMIC COVE BASE CERAMIC TILE BY G.C. TYPE "A" (ALT.) CUSTOMER AREAS LINE OF SERVICE COUNTER VERIFY DIMENSION WITH MILLWORK DRAWINGS CERAMIC TILE BY G.C. BASE BY EQUIPMENT MANUFACTURER TVPP "(" CASEWORK SERVICE AREAS AND PUBLIC AREAS GARNER BUILDING ( HIGHER EDUCATION) PLUMBING FIXTURES REQUIRED: REQUIRED PROVIDED ( PER FBCP 2014 TABLE 403.1) WATER CLOSET: 6.5 22 LAVATORIES: 11.25 19 EXISTING: BARRY MEMORIAL LIBRARY - MONSIGNOR WILLIAM ( HIGHER EDUCATION) PLUMBING FIXTURES REQUIRED: REQUIRED PROVIDED ( PER FBCP 2014 TABLE 403.1) WATER CLOSET: 2.10 5 LAVATORIES: 2.22 4 DUNKIN DONUTS PLUMBING FIXTURES REQUIRED: REQUIRED PROVIDED ( PER FBCP 2014 TABLE 403.1) WATER CLOSET: LAVATORIES: DRINKING FOUNTAIN: SERVICE SINK: 0.16 22 0.13 19 (N/A PER FBCP 2014 410.3) 1 1 PER FBCP 2014 TABLE 403.3 LOCATION OF TOILETS FACILITIES IN OCCUPANCIES OTHER THAN MALLS. IN OCUPPANCIES OTHER THA:v COVERED AND OPEN MALL BUILDINGS, THE REQUIRED PUBLIC AND EMPLOYEE TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE STORY ABOVE OR BELOW THE SPACE REQUIRED TO BE PROVIDED WITH TOILET FACILITIES, AND THE PATH OF TRAVEL TO SUCH FACILITIES SHALL NOT EXCEED A DISTANCE OF 500 FEET (152 M) . 6 1 BATHROOM CALCULATIONS � I NOTE: 7 1 NOT USED 1/4" = V-0" I NOTE: a� ^U` W u , U 1_ VENTURA michael a. ventur( 11870 w state rd 84 #C1 davie, florida 33325 phone : (954) 423-136' ventura-architecture.cor AA000312, A R 0 0 1 6 1 5 `J 0 _J m .... ...... , tl U _ 00 CO J F— U) > LL 0� < U) 0 > -� C� CV 0 Z 0 r z -ZU) - ti Y c) C`7 z M Q �) MQM 0 00 r G 11 r e v I s I o n s : AO 1 -04- 18 BUILDING COMMENT Drawn by: Pedro Rincon date: 11-21-2017 Am3 • development inc ARTWORK PACKAGE - MAINTAIN 3" FROM CEILING AND 3" ABOVE BOOTH BACK r LINE OF DROP CEILING LINE OF DROP CEILING LINE OF DROP CEILING PT-14 X N I PT 14 Z -S ,\ ( \ OREFRONT PT-14 o OREFRONT J 6-0" ST REFRO T 71 4 S/S FRP-01 FR/P -01 T-11 ( \ r _0 FRP-01 Offim PT-14 I ST REFRO T\ffi N ro ��Y L- I iv WT-05 WT-O WB-01 WB-01 ✓t/B-01 WB-01 WB-01 1,`VB-01 WB-01 WB-01 WB-01 1 INTERIOR ELEVATION 2 INTERIOR ELEVATION 3 INTERIOR ELEVATION 1/4" = 1'-0" NOTE: 1/4" = T-0" NOTE: 1/4" = 1'-0" NOTE: 01 t1' 3�" DMB MINIMUM SOFFIT SIZE FOR 4 -49" DIAGONAL BOARDS IS 176" W X 26 1/2" H BASKIN&ROB DUNKIN CUP CUT TILE WITH RUSHED NICKEL SCHLUTER STRIP WC-07 ONUTS LINE OF DROP CEILING WC-07 LINE OF DROP CEILING I�� I , I WC-07 N MENUF DS DMB - GITA.L MEN BOARD 172" x 26"!i EXHAUST M y ; p HOOD BEHIND o ^� T FRP-01 \ FRP-01 \ 0 WB-01 WB-01 WB-01 4 INTERIOR ELEVATION 5A INTERIOR ELEVATION 5D INTERIOR ELEVATION 1/4" = 1'-0" I NOTE: I 1/4" = 1'-0" NOTE: 1/4" = T-0" NOTE: 7'X9' j WALK-IN S\COOLER / l r✓ Reverse Os "-- - --- - _ i See Note #with often� AI ;f 9'-6" POT SINK �- r_ j Y t / FRPFRP 01 O'P\E,!l TO FRP-01 FRP-01 FRP-01 o BEYOND o t , t , � t 'I 1 FRP-01 OPEN TO BEYOND FRP-01 / E t � \\ M O 5 kers a Y S o D A-4 _ !\. / `/ j'i ,',ii r%i F WB-01 WB 01 WB-01 U n L— J V\ T x g' C �m"ou"": lonro.�zar. a . nmreae: •sal 0] / X FINISHING TABLE glazer U Z — DDUDIe - - -_1777 - o GO 5C INTERIOR ELEVATION UJI jHydrovection 1/4" = V-0" NOTE: IC MACH. Electrical Pa I OVEN v nels - 3 Z L BKEY AS VD . BEVERAGE CENTER Hand Slnk z SANDWICH STATION j 10'.11 2 VDU S, 2PRINTERS SEE NOTE #a Hood above 9'-6" 4 COFFEE STATION HAND-OFF � / a /A-14— — 9TGo OTOo m 1 i v rtl P"le, M� a A 12 FACINGS 12 FACINGSIM CPU DIPPING CABINET DIPPING CABINET L \� VDU I \ RETAIL alert device. 2 MERCHANDISER 3 a FINISH MATERIAL SCHEDULE: FINISH MATERIAL SCHEDULE - CAPPUCCINO BLEND Updated: 03/09/2017 CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION/REMARKS VERANDA PORCELAIN P540 WB-Ol CERAMIC TILE WALL BASE DALTILE 6"X13"COVED BASE TILE "SADDLE STD" #P540S36E9P1T2 QUARRYTILE OT08"SAHARA SAND" 5"X6"COV ED BASE -SEE NATIONAL ACCOUNTS FOR WB-02 QUARRYTILEWALL BASE DALTILE #QT06Q3565U1P INSIDE/OUTSIDE CORNER PRODUCT NUMBERS PT-01 PAINT SHERWIN WILLIAMS 6372 'INVITING IVORY": SATIN FINISH PT-02 PAINT SHERWIN WILLIAMS 6894 "OBSTINATE ORANGE": SATIN FINISH (INTERIOR) PT-14 PAINT SHERWIN WILUAMS 6348 "REYNARD": SATIN PT-15 PAINT SHERWIN WILLIAMS 6642 "RHUMBA ORANGE": SATIN PT-17 PAINT SHERWIN WILLIAMS 6067 "MOCHA": SATIN ELEVARE EL41"CRATER" 4 X16" FIELD TILE -BACKLINE WALLS &AS INDICATED IN Wi-01 WALL FIELDTILE DALTILE # EL414161P2 ELEVATIONS. USE W/ GROUT G 02 ELEVARE EL42"SAND 4 X16 FIELD TILE- RESTROOM WALLS AS INDICATED IN Wi-04 WALL FIELD TILE DALTILE GLOSS FINISH#EL424161P2 ELEVATIONS. USE W/ GROUT G-03 COLOR WAVES CWII"ROOTBEER" 3"X6"ACCENT TILE- BACKUNE WALLS AS INDICATED IN WT-OS WALL ACCENTTILE DALTILE #CW11361P ELEVATIONS. US E W/ GROUT G-02 8"X8" TILE IN A 45 DEGREE DIAGONAL PATTERN -BR WT-11 WALLTILE DALTILE POLARIS PL22"GLOSS ALMOND" BACKLIN E, USE W/ GROUT G-02 (COMBO ONLY _ QTCO CUSTOM "ORANGE BURST" 3"X6"ACCENT TILE- RESTROOM WALLS AS INDICATED IN WT-15 WALL ACCENTTI LE DALTILE #Q09736MOD1P ELEVATIONS. USE W/ GROUT G 03 FRP-01 FIBERGLASS REINFORCED PANELS MARLITE P100"WHITE" BOH/KITCHEN AREAS NOT IN PUBLIC VIEW FRP-01ALT FIBERGLASS REINFORCED PANELS CRANE KEMLITE 866"WHITE" BOH/KITCHEN AREAS NOT I N PUBLIC VIEW SSX-03 SOLI D SURFACE MATERIAL CAESARSTONE #6350"CHOCOLATE TRUFFLE" FRONTLINE MILLWORK TOPS, CONDIMENT STATION 459-58"BRIGHT WHITE" MATTE PL-02 PLASTIC LAMINATE FORMICA FRONT LINE MILLWORK -SERVICE SIDE FINISH FINISH FRONTLINE MILLWORK- SALES AREA SIDE FINISH BEHIND PL-03 PLASTIC LAMINATE FORMICA 909-58 "BLACK" MATTE FINISH REMOVABLE PANELS PL-08 PLASTIC LAMINATE FORMICA 6306"WEDGE STRAND" FRONTLINE MILLWORK PANEL LAMINATE, CONDIMENT STATION FRONT LINE MILLWORK-HEADER/SHROUD FIN ISH, PL-09 PLASTIC LAMINATE FORMICA 899-58"DESERTTAN" CON DI MENT STATION ACCENT BAND CUSTOM BUILDING G-02 GROUT #333"ALABASTER" FOR USE WITH BACKLINE WALLTILE PRODUCTS CUSTOM BUILDING G-03 GROUT #382"BONE" FOR USE WITH RESTROOM WALL TILE PRODUCTS APA COLOR DD "FRESH BREW" TEXT USE FOR INDICATED ACCENT WALL IN SALES AREA DESIGN. WC-01 WALLCOVERING GRAPHICS WALLCOVERING SEE ELEVATIONS FOR LOCATION APA COLOR DD "FRESH BREW" TAN MUTED WC-07 WALLCOVERING USE FOR MENU BOARD FASCIA GRAPHICS LETTERS WALLCOVERING A-4 CONDIMENTS A-4 'YEG. REF a (Low Ht., by Coke) - - c— 1 W I d A-4 F Lj TRASH 3 .� m _ 1- el II Art 1-Panel Art �,C_ NOT USED L::::::4NOTE: NOT USED 5 KEY PLAN N.T.S. NOTE: NOTE: a� L U ftz OIL VENTURA michael a. ventura 11870 w state rd 84 #C14 daviet florida 33325 phone: (954) 423-1362 ventura-architecture,com AA0003123 A R 0 0 1 61 ,5`2 • '® ••su• s s ••e ot. ••••e• • r • /��/'� 1 � 1 J J Q W NZ LL Q r 0 M � M J U) i- W > W Z �! _0 0� O p Z I✓ N 0 t 1 � �A Z Z 1 _ c) co Cy')0 0 MQM Ed CL revisions: Drawn by: Pedro Rincon date: 11-21-2017 PT-05 s-CC POSITION LIGHT UNDER CUP SWIRL TO ILLUMINATE WALL PT-05 ER TE 4IT w LY X_ w w In O V w Z J LY w 1-- z w U STUCCO FINISH WITH 1/4" REVEALS 24" X 24" AT 450 ANGLE TO BE WALLPACKS LIGHT mliiII FIXTURE pT-11 SHERWIN WILLIAMS #6811 HONORABLE BILL FINISH MATERIAL SCHEDULE: Checked: 11/13/2015 I PT-13 EXTERIOR FINISH MATERIAL SCHEDULE PT-05 PT-07 PT-08 PT-1 I CANOPY CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION REMARKS DO FRESH BREW STANDARD AWNING FOR FRESH BREW AWNING ARLON BROWN AWNING WITH FRESH BREW MESSAGING DESIGNS W/ORANGE BAND AWNING DO FRESH BREW STANDARD PLAIN MATERIAL FOR FIELD rAW-01ALT AWNING ARLON BROWNAWNING-PLAINMATERIAL ERADICATION OF CUP ICON AND COFFEE AWNING & MORE MESSAGE ALTERNATE AWNING FOR FB DESIGNS AWNING ARLON DD FRESH BREW ORANGE AWNING WITH FRESH BREW MESSAGING WHERE ORANGE BAND ISNOTALLOWED AWNING OR PRACTI CAL TO OVERALL DESIGN STANDARD PLAIN MATERIAL FOR FIELD AW-02ALT AWNING ARLON DID FRESH BREW - ORANGEAWNING - PLAIN MATERIAL ERADICATION OF CUP ICON AND COFFEE AWNING & MORE MESSAGE BR FLAVORS STANDARD AWNING FOR BR FLAVOR AW-03 AWNING ARLON AWNING PINKAWNING DESIGNSW/BLUE BAND BC-1 BOLLARD COVERS IDEAL SHIELD BC1-CC-4-52-S 4"W X 52"H ORANGE BOLLARD SLEEVE EIFS-02 EIFS DRYVIT SYSTEMS, INC DUDO-10-1020 PAINT COLORS TO MATCH MONOLITH SCHEME *ALTERNATE MATERIALTO HARD] PLANK BOARDS ON MONOLITH EIFS-03 EIFS DRYVIT SYSTEMS, INC DUDO-10-1020 MATCH SHERWIN WILLIAMS 7536 "BITTERSWEET 'ALTERNATE BUILDING MATERIALTO STEM" HARDI PLANK FIELD SIDING (NON - MONOLITH). EIFS-04 EIFS DRYVIT SYSTEMS, INC DUDO-10-1020 MATCHSHERWINWILLIAMS#6811HONORABLE BLUE BAND MATERIAL BLUE EIFS-05 EIFS DRYVIT SYSTEMS, INC DUDO-10-1020 MATCH SHERWIN WILLIAMS 7006"EXTRA WHITE" -ALTERNATE BUILDING MATERI ALTO HARDIPLANK SIDING (BR SEGMENTOF PT-01 IPAINT SHERWIN WILLIAMS 6372 "INVITING IVORY" SATIN PT-02 IPAINT SHERWIN WILLIAMS 6884 "OBSTINATE ORANGE" SATIN PT-03 PAINT SHERWIN WILLIAMS 6140 "MODERATE WHITE" SATIN PT-04 PAINT SHERWIN WILLIAMS 6099 "SAND DOLLAR" SATIN PT -OS PAINT SHERWIN WILLIAMS 7536 "BITTERSWEET STEM" SATIN PT-06 PAINT SHERWIN WILLIAMS 7724 "CANOE" SATIN PT-07 PAINT SHERWIN WILLIAMS 6117 "SMOKEYTOPAZ" SATIN PT-08 PAINT SHERWIN WILLIAMS 6096 "JUTE BROWN" SATIN PT-09 PAINT SHERWIN WILLIAMS 6097 "STURDY BROWN" SATIN PT-10 PAINT SHERWIN WILLIAMS 6090 "JAVA" SATIN PT-11 PAINT SHERWIN WILLIAMS 6069 "FRENCH ROAST" SATIN PT-12 PAINT SHERWIN WILLIAMS 6006 "BLACK BEAN" SATIN PT-13 PAINT SHERWIN WILLIAMS 7006 "EXTRA WHITE" SATIN(COMBO-BR FIELD) • development inc aD IT N U O IL VENTURA michael a. ventura 11870 w state rd 84 K 14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 16•.l A R 0 0 1 •® B W . JW bN®Wb �®_ abmaw aI J Q W rzv� u- r �Q V � CY) _ CY) J vj c LL vj z > -0 W A 0 ®zN®.r - C N z Z M z q) 00 Q - U 000r-�I1 � revisions: 2\ 03- 1 9-1 8 BUILDING COMMENT Drawn by: Pedro Rincon date: 11-21-2017 Am5 NEW 3-1/2" 18GA METAL STUD ATTACHED W/(3) 12 SELF TAPPING SCREWS TWO PART REGLET AND REMOVABLE COUNTER FLASHING Lo I n T.O. OF PARAPET 17'-0" A.F,F TURN UP ROOFING MEMBRANE A MINIMUM 4" ABOVE FLAT SURFACE 17'-0" A.F.F CONTINUOUS METAL COPING O it I/ ROIOFING FINIS HE U SOPREMA METAL DECKING (SEE SINGLE PLY STRUCTURAL DWGS) MEMBRANE WITH ROOF STRUTURE(SEE HIGH ALBEDO STRUCTURAL DWGS. MINERAL SURFACED CAP FOR SPAN DIRECTION) O SHEET ROOF STRUTURE(SEE STRUCTURAL DWGS. FOR SPAN DIRECTION) F STUCCO FIN. ON—WfRE— LATH PAPER BACK FELT ON J"CDX PLYWD SOFFIT TO MATCH EXISTING SOFFIT HEIGHT. 2 PARAPET DETAIL 3/4"= V-0" EXISTING PLASTERED SOFFIT 8'-10" A.F.F 1/8" MOLDED POLYURETHANE SAFETY CAPS 1-1/4" ALUMINUM SQUARE TUBING HANDRAILS 2 1/2" ALUMINUM RAILS 0 i N T.O. OF PARAPET 17'-0" A.F.F TURN UP ROOFING — MEMBRANE A MINIMUM 4" ABOVE FLAT SURFACE 0 5/8" X 3" LAG BOLTS INTO PLYWOOD DECK & WOOD BLOCKING. METAL DECKING (SEE STRUCTURAL DWGS.) 3 1 LADDER DETAIL 3/4"= V-0" MINERAL SURFACED CAP SHEET TO BE CONTINUOUS METAL CLEAT ANCHORED W/ (2) 2" x No. 14 DIA. WASH TO WRAPPED UNDERNEATH COPING (STUCCO FINISHES TO STOP UNDERNEATH BLOCKING) S.S. SCREWS W/ EDPM INSIDE T.O. OF PARAPET WASHERS ® 12" c/c 17'-0" A.F.F METAL COPING CAP W/ 6" FACE EACH SIDE 2" x No. 14 DIA. S.S. SCREW W/ EDPM WASHER @ 12" c/c IN SLOTTED OPENING EAC SIDE 2 X P.T. WD. BLK'G ANCHORED W/ %" x 4" ANCHORS@18" c/c. LEAVE 1/4" GAP BTWN. EA. SECTION. BLK'G SHALL RUN CONT. OVER WALL. PLACE A FASTENER NO GREATER THAN 3" FROM EACH END. BLK'G SHALL BE FLUSH WITH EA, FACE OF CONC. WALL. PLACE #30 FELT BTWN. CONC. CAP AND BLK'G CONTINUOUS FLASHING WITH 8" OVERLAP PROVIDE CONTINUOUS SEALANT WITH SOLDER ALL CORNER JOINTS — SET IN BED OF SEALANT W/ ST. STL. NO. 1Ox 1 1/4" SCREW ®12" O.C. BACKER ROD PROVIDE CONTINUOUS SEALANT WITH BACKER ROD TWO PART REGLET AND REMOVABLE COUNTER FLASHING TURN UP ROOFING MEMBRANE A MINIMUM 4" ABOVE FLAT SURFACE �6" MIN. SOPREMA SINGLE PLY MEMBRANE WITH HIGH ALBEDO MINERAL SURFACED CAP SHEET CONCRETE TIE BEAM (SEE R-19 BATT INSULATION. STRUCTURAL) METAL DECKING (SEE STRUCTURAL DWGS.) r ROOF STRUTURE(SEE STRUCTURAL DWGS. FOR SPAN DIRECTION) ROOFING DETAIL A-9 SCALE: 1" =1'-0" 4 PARAPET DETAIL TWO 4" X 4" X 12" REDWOOD SUPPORT BOCKS OR CCA ROT —PROOF TREATED TIMBERS. TOE NAIL BLOCKS TOGETHER TO PROVIDE MINIMUM 7" CLEARANCE UNDER PIPES. CONNECT PIPES TO SUPPORT WITH GALVANIZED PIPE CLAMP LOOSELY CLAMPED. FLASHING ELBOWS TO AND COMPENSATE COUNTER FOR PIPE FLASHING IS EXPANSION 18"SQ. X 3/16" BY ROOFING ROOF WALKWAY CONTRACTOR. MATERIAL FOR PLUMBING BASE, MATERIAL. CONTRACTOR MUST BE TO COORDINATE COMPATIBLE INSTALLATION. WITH ROOF MEMBRANE. L GROUND JOINT PIPE UNION II ROOF DECK n u CUT ROOF FOR PENETRATION ANCHOR PIPE TO ROOF DECK OR JOISTS. NOTES: 1. REFER TO PLANS FOR PIPE SIZES) AND LOCATION(S). USE WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS, ETCETERA. 2. LOCATE SUPPORTS AT THE FOLLOWING SPACING: 1-1/2"=9', 1-1/4"=8% 1"=7' & 3/4"=6'. PROVIDE SUPPORTS AS CLOSE AS POSSIBLE TO EACH ELBOW AND TEE. CONTINUOUS METAL CLEAT ANCHORED W// 27" NON SKID FIN SURFACE T.O. OF PARAPET 17' 0" A.F.F 0 5/8" X 3" LAG BOLTS INTO PLYWOOD DECK & 6" i WOOD BLOCKING. j� R19 INSULATION METAL DECKING (SEE \ STRUCTURAL DWGS.) ROOF STRUTURE(SEE STRUCTURAL DWGS. FOR SPAN DIRECTION) CONCRETE TIE BEAM (SEE STRUCTURAL) (2) 2" x No. 14 DIA. MINERAL SURFACED CAP S.S. SCREWS W/ EDPM WASH TO SHEET TO BE WRAPPED WASHERS ® 12" c, SIDE UNDERNEATH COPING METAL COPING CAP W/ 6" (STUCCO FINISHES TO STOP FACE EACH SIDE UNDERNEATH BLOCKING) 2" x No. 14 DIA. S.S. 2 X P.T. WD. BLK'G SCREW W/ EDPM WASHER ANCHORED W/ �6" x 4" 12" c/c IN SLOTTED ANCHORS @ 18" c/c. OPENING EACH SIDE LEAVE 1/4" GAP BTWN. EA, SECTION. BLK'G PROVIDE CONTINUOUS SHALL RUN CONT. OVER SEALANT WITH BACKER WALL. PLACE A FASTENER ROD O NO GREATER THAN 3" M FROM EACH END. BLK'G SHALL BE FLUSH WITH EA. FACE OF CONC. WALL. PLACE#30 FELT BTWN. CONC. CAP AND BLK'G (CLEAR) OVERFLOW PROVIDE CONTINUOUS SCUPPER SEALANT WITH BACKER ROD SOPREMA SINGLE PLY MEMBRANE WITH HIGH 1" FOLDED EDGE ALBEDO MINERAL SURFACED CAP SHEET CAULKED EDGES R-19 BATT INSULATION. CONCRETE TIE METAL DECKING (SEE BEAM (SEE STRUCTURAL DWGS.) STRUCTURAL) ROOF STRUTURE(SEE ( STRUCTURAL DWGS. FOR SPAN DIRECTION) Aq ROOFING DETAIL SCALE: 1"= T-0" 5 1 EMERGENCY SCUPPER DETAIL 1 "= V.0" FLASHING AND COUNTER - FLASHING OF VTR IS BY ROOFING CONTRACTOR. PLUMBING CONTRACTOR TO COORDINATE INSTALL. MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET. ROOF DECK CORE DRILL ROOF OR ---- PROVIDE SLEEVE IF REQUIRED BY TYPE OF MINIMUM 12" ROOF DECK. PROVIDE BELOW ROOF FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK ANCHOR PIPE TO ROOF DECK WITH U—BOLT PROVIDE PIPE AROUND PIPE AND INCREASER IF/WHERE ANGLE IRON WELDED CODE REQUIRES A OR SCREWED TO ROOF MINIMUM 3" VENT THRU DECK OR JOIST. ROOF HUBLESS PIPE CONNECTORS ON CAST IRON PIPE OR BELL AND SPIGOT IF PVC. NOTE: REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR, MINIMUM 18" FROM PARAPET, EXPANSION ,01NT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. 6 ROOF PENETRATION 7 VENT THRU ROOF 1-1/�2"= 1,-0„ I 11-1/� 2= 1-0 • development inc VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com AA0003123 n ° •m•u• eo N= IL W �Z/ rQ V M M J I— > LL Z W _0 W O> cryc\1 C]ZNO� Z = z v J ~' c) CM Z M Q :DQy�� Ury c fn revIsIons: Drawn by: Pedro Rincon date: 11-21-2017 EQUIPMENT SCHEDULE EQUIPMENT PLUMBING ELECTRICAL - - WATER WASTE LOAD ' N.S.F. U.L. SUPPLIED- RECFPT. _ ITEM If CITY.. DESCRIPTION MANUFACTURER ILfODEL# E.T.L. REMARKS VOLTS PHASE AMPS CIRCUIT W/Es W/CORD. SPEC A.F.F. E.T.L. H.W. C.rf. DIR. IND. SIZE GROUN &PLUG D _ 10 1 SINK STATION BR) ROW x 31-1/2"D UNIVERSAL BR-36c6T-B31-2ES 2 1/2" 1/2" 1 1/2"-!" 11/2"OR 2" PER LOCAL CODE IOD 1 14"x24" WALL MOUNT SHELF FOR BR SINK STATION METRO INM1424OR 1SA 1 BANANATREE BUILT -IT 20045 15B 3 HOT FUDGE WARMER W/ INSERTS, LIDS &PUMP SERVER PRODUCTS 82155 .. 120 1 4.2 15 3 Y 15-15P 15E 1 SCALE FOR MEASURI NG HAND -PACKED ICE CREAM OHAUS RE15US _ 120 1 6COmA 15 3 Y NEMA5-15P 20M-1 2 BLENDING STATION -ADVANCE VITA -MIX 36011 120 1 15 20 NEMA5-15 *20M° 20M-2 COUNTER -TOP BLENDER BLENOTEC CA1-4BQ-BR04 *` 120 1 15 20 NEMA5-15 200 4 COUNTERTOP ADJUSTABELCUP DISPENSER DISPENSE -RITE CTLD-22 30-1 1 27"W x30.5"D SUNDAE STATION W/ CASTERS SILVER KING SKF2A-05 0025165 9 115 I 4.6 15 3 NEMA5-15 *30* 30-2 27.5"W x30"D SUNDAE STATION W/CASTERS TRUE TSSU-27-B 115 1 4.6 35 Y NEMA5-15 ICE AND EASY RACKS AND CUPS. HOLDS MEASURED ICE SCOOPS FOR BR WASSEHSTROM 6012041 I [CEO BEVERAGES 1 HAND SINK -18"W x34"DW/12"SPLASHGUARDS UNIVERSAL DD-IBCBT34-RL D0362641 1/2" 1/2" 1-1/2" 4 FOUR SECTION VERTICAL WIRE RACK CUP HOLDER DISPENSE,RITE WR-CT-4 K70.5C 2 DI PPERWELL BUILD -IT 90@2 21-6 1/4" 1/2" IfJDIRECT TO FLOOR GRAIN 2 DIPPING CABINET x291/2"Dx521/8"HW/CURVED GLASS GLOBAL CKDC 67 V-BR 1" CONDENSATE 115 1 8 15 4 NEMA5-15 1 MOBILE DONUT/BAKERY CASE-6 TIERX3 WIDE VULCAN 3013776-0000164 120 1 20 1 MOBILE DONUr/BAKERY CASE-6 TIER X2 WIDE VULCAN 1015021-0000164 12D 1 20 REMOVABLE TISSUE BAG DISPENSER FOR LAKESIDE RACK (OPTIONAL) VULCAN 1013776E-P 70.6 1 APPLIED TO FRONT OF RACK 70J 1 REMOVABLE TISSUE BAG AND BOX HOMER (OPTIONAL) APPLIEDTO SIDE VULCAN 1014178 OF RACK ISO-9000 3/8" 11/2" 208 1 30 30 Y NEMA L6-30 96.3 2 COFFEE ART ESPRESSO MACHINE 6CHAEREft 96J 4 SWIRL/ESPRESSO SYRUP RACK (ALSO USED FOR COOLATTA) WIREFAB WF 31701 96Q 1 ESPRESSO SPEED RAI L WIREFAB WF 33801 101C-1 1 DAIRY DISPENSER - AUTO PORTION AC DISPENSI NG 320-FP.7 120 1 3 IS NEMA5-15 *IO1C* 101C-3 DAIRY DISPENSER - AUTO PORTION 51 AVER KI NG SKSD3 US 120 1 1.5 15 NEMA5-15 101CC FLEXOSHOT 2-PRODUCT MANUAL DISPENSER MILK &CREAM AC DISPENSI NG AC220-FP-02 120 1 3 15 NEMA5-15 101D 1 SURE SHOT SUGAR DISPENSER AC DISPENSI NG AC6.E - 120 1 2 15 NEMAS-15 101G 3 SPEED RAIL FOR LIDS-20" MICROWIRE AD-HMR-2 101H 1 SUGAR/TEA BAG/STIRRER, HOLDER-13" MICROWIRE AO-SH-1 YES 2090P5I. MACHINE REOUIRESA3/8"MALE 208/120 1 33.3 50 3w+1G Y NEMA 14-50 103P-3 1 AXIOM TWIN CARAFE BREWER W/CORO BUNN 38700,003 y� _.FITTING FITTINGPSI.MACHINEREnulreES Ai/4^MALE 208/120 1 16J 20 3w+IG Y NEMALI4-20 IO1PP-3 1 AXION SINGLE CARAFE BREWER W/CORD BUNN-O-MATIC 38700.0031 FITTING MULTI -HOPPER GRINDER AND STORAGE SYSTEM-USEDWITHAXIOM BUNN-O-MATIC 35600.0011 120 1 11 15 2 Y NEMA5-15 301Q-3 1 BREWERS 102 I1 FLAVOR SHOT 9 PUMP COUNTERTOP RACK WIREFAB WF30563 109A-1 1 HOTWIWER BEVERAGE MACHINE BUNN-O-MATIC ODHWB 1/4" 2090 PSI n38e21 KPA) 208/120 1 21.7 30 3W+1G Y *108A* 108A-2 HOTWINTER BEVERAGE MACHINE CECILWARE GBSMS.5-IT-U-DB 1/4" MIN. 30 PSI AWTER INLET PRESSURE 208/240 1 29.8 30 NEMALI4-IO 116 1 ISLAND OASIS- MAGNABLEND BLENDER TAYLOR S82512-WDD 1/4" 71S.. 110 1 20 20 2W+1G Y 116E 1 Rack SyStem-Ea@(Opt.) Wirsfab 33180 116F 1 Rack System- Right(OpL) Wirefab 33179 120E-I I UNDERCOUNTER REFRIGERATOR -27"W/ CASTERS, RIGHT HINGE DELFIELD 406-CA-SPL-RHH J SA 4769 115 1 ] 15 3 Y NEMA5-15 *120F` 120E-2 2 UNDERCOUNTER REFRIGERATOR -27"W/CASTERS, LEFT HINGE DELFIELD 406-CA-SPL-LHH 7 SA4769 115 1 7 15 3 Y NEMA5-15 120E-3 UNDERCOUNTER REFRIGERATOR- 27' W/CASTER S, LE RI VICTORY UR-2]-SST 115 1 5.6 15 2 Y NEMA5-15 129A 1 DIPPI NG CHOCOLATE WARMER 2/1110 CAN (DRY HEAT) WASSERSTROM 308391 140A I DOME U D DISPENSER DISPENSE -RITE WII "* 1/2„ 2090 PSI MACHINE SUPPLIED WITH I/4"D.C. 120 1 19.5 . 30 3W+IG N NEMALI4-30 200A 1 ICED COFFEE BREWER-NIC3DD W/CORD BUNN-O-MATIC 24450.0003 MALE FLARE HITTING 201A 2 ICE CADDY COLOR COFFEE BEIGE CAMBRC Ib100L 202A 3 ICED COFFEE DISPENSING CABI NET BUNN-O-MATIC 35100+1001 202F I HOTWATER DISPENSER BUNN-O-MATIC 45300+0003 120 1 14.2 20 Y NEMA5-15 - 215 2 BULLET OVEN WITH STONE, PEEL AND 2 TRAYS TURBOCHEF ' ENC-9600-640-3OEM 208-24D 1 30 30 Y NEMA6-30P FIST 1 REAL NLESS STEEL CART FOR TURBOCHEF BULLET OVENS UNIVERSAL DD-25SLS-3020-C 242-1 1 33"COOK STATION W/ OVERSHELF AND WRAP HOLDER DELFIELD DBC533 "242` 242-2 32"COOK STATION W/ OVERSHELF AND WRAP HOLDER DUKE DB32COOK 244A 1 DUAL LANE TOASTER HATCO ITQ-1750-2C 208/240 1 23.8 30 Y NEMA6-30 *244* STAR IRCS2-SBD 208/240 1 30 Y NEMA6-30 244E DUAL LANE TOASTER 245A.1 1 TOASTING STATION STAINLESS STEELWORK TABLE 275"W x36"D OELFIELD DBTS27 120 1 15 20 3 Y NEMA5-20P 246A-1 1 12 BAY PASS THRU HOLDING UNIT 33"W X16"DX 16.5"H CARTER HOFFMAN MZ3435-DD 246A-2 12 SAY HOTHOLDING UNIT 33"W X14"DX 16"H PRI NICE CASTLE DH03PT-33DD 208/240 1 9.6-111 15 3 Y NEMA6-15P •246* 246E-1 12 BAY PASS THRU HO LDI NG UNIT 33"W X 16"DX 16.5"R CARTER HOFFMAN MZ343P-0D �. 120 1 IS 20 3 Y NEMA5-20P 246B-2 12BAYHOTHOLDINGUNIT33"WX14"DX18"H PRINCECASTLE DHB3S5-33DD 120 1 15.65 20 3 Y NEMA6-20 247-1 1 33" ASSEMBLY STATION REFRIGERATOR W/ OVERSHEU TWO DRAWERS DELFIELD DBAS33 `247* 247-2 32" ASSEMBLY STATION REFRIGERATOR W/ OVERSHELF TWO DRAWERS DUKE DD32ASSEMBLE 299 1 33"L FREESTANDING CONDIMENT STATION SUPPUER 290 1 M`SWING GATE W/ END PANELS EQUI PMENT RUPEE ER CUSTOM MILLWORK 395 1 HAND WASHI NG 51 NK W/SI DE SP LASHES - FOR FRONT &BACK ROOM UNIVERSAL EHS-IRL-WH 1/2" 1/2" 11/2" I1/2"-2"PER LOCAL CODE 402 2 EMPLOYEE LOCKER WIN-HOLT WL-66(156195) 409F 1 ICE BIN -993 LB CAPACITY SCOTSMAN 89485 414 1 PRODIGY ICE MAKER, CUBE STYLE, AIR COOLED, UP TO 1077 LBS SCOTSMAN C10305A-326 208-231 1 16 20 2 PRODUCTION/24 FIRS. - 420A I SHELF -24"Wx 6(1- ORDER (5) SHELVES PER UNIT METRO 2460OR * 420B 2 SHELF -24"W x48"D- ORDER (5) SHELVES PER UNIT METRO 2448SR 420C 1 SHELF-36"W x 48"D-ORDER (5) SHELVES PER UNIT METRO 2436SR 420E 1 SHEEF-24"Wx72"D- ORDER (5) SHELVES PER UNIT METRO 2472BR - 423A SHELF -18"Wx 60"D -ORDER (5) SHELVES PER UNIT METRO IB60BR 421E 3 SHELF -18"W x48"D- ORDER(5) SHELVES PER UNIT METRO 1848DR _ 421C 3 SHELF -18"W x36"0- ORDER (5) SHELVES PER UNIT METRO 1836BR 421L I SHELF-18"W x72"D- ORDER (5) SHELVES PER UNIT METRO 18726R 112"W X 34"D THREE COMPARTMENT SINK (JUST BAKED)- 20"W x 28' D DD-3N202814-2D24/TSB- E DIR/IND WASTE AS DETERMINED BY 434A 1 x14"BOWLW/(2)24"W DRAIN BOARD. (3) TWIST HANDLE LEVEL UNIVERSAL 133-B/TSB-158 3(9 3/4 2 LOCAL CODES DRAINS 108" SINK TRAX SHELVING WORKSTATION- INCLUDES SHELVING& IRS WST1415E 9358 1 BRACKETS USED FOR 112" THREE COMPARTMENT SINK PROVIDE ORAN FOR EVAPORATOR COIL ** ** *y, *. ** N 480-1 1 WALK-IN COOLER/FREEZER PACKAGE NORLAKE PER WALK -ILA ORDER FORM CONDENSATE (HEATED IF LOCATED OUTDOORS) *480* * PROVIDE DRAIN FOR EVAPORATOR COIL ** *" *� *. ** N - 480-2 WALK-IN COOLER/FREEZER PACKAGE KOLPAK PER WALK -ILA ORDER FORM CONDENSATEIHEATED IF LOCATED OUTDOORS) 539B-1 2 HYDROVECTI ON OVEN- DOUBLE, ELECTRIC BLODGETi HV-100E-ES-DOUBLE-DO 3/4" 3/4" 208-240 3 1 50/45 50 *5399* 539E-2 HYDROVECTIONOVEN-DOUBLE,GAS BLODGETT HV-IOOG-ES-DOUBLE-DD 3/4" 1" 3/4"NPT GAS SUPPLY 115 1 5 15 NEMA5-20R 541A 3 DUNNAGE RACK -36"W x 2ri $1 NGLE InER, USED FO R JUST BAKED LOCKWOOD 02036-9 541D 1 DUNNAGE RACK -72"W x20" D, SI NGLE TI ER, USED FOR JUST BAKED LOCKWOOD D2072-8 543 2 BAKERY PAN RACK KELMAX 4H6191 554 GLAZER STANDARD HEIGHT 34"WITH EZ ROLL BELSHAW 22338HG-I8EZDD-34 554A GLAZER WITH EZ ROLL APPLICATOR -USED FOR 180D BELSHAW 22338HG-ISEZDD-32 *554* 5548 GIr¢ERWITHSCOOP HOLDER -USED FOR JB00 BELSHAW 22338HG-I8DD34 554C GLAZER WITH SCOOP HOLDER -USED FOR JBOD BELSHAW 22338HG-ISDD32 554E I 18"x26"X3.5" DEEP TRANSLUCENT FOOD BOX, GLAZING SMALLWARES CAMBRO 18263CW ENEMAS 560A 1 96"X36" STAINLESS STEELFINISHING TABLE W/10"DEEP OVERSHELF UNIVERSAL DQSSLC336-052ES 561 4 FINISHED PRODUCT RACK (IN SHOP USE ONLY -NOT ENCLOSED) KELMAX APRUE1326-5/AT/TG/BK _ EDHARD P-4010 29051 SA4027 120 1 IS 563 1 POWER BASE 590C 1 HIGH EFFICIENCY RO SYSTEM WITH SOFTENING PENTAIR fi55 2 BAR HEIGHT COUNTER (VERIFY DIMENSIONS) SUPPUER 667 1 WASTE RECEPTACLE FOR SALES AREA (I NCLUDES U NER) RUBBERMAID AOT3CBKFL 680 1 FREESTANDING QUEUEING SYSTEM LAVI INDUSTRIES 83000 708 1 24"X48" RECTANGULAR TABLE TOP PLYMOLD F82448 712 1 24" X 24" RECTANGULAR TABLETOP PLYMOLD FB2424 713 1 3WX 48" RECTANGULAR ADATABLE TOP PLYMOLD FB3048 J80 3 EXTERIOR POLISHED TABLE WITH STEEL FRAME 71"X71"X29" AMERICAN CHAIR&SEATING TF3138D3 781 1 EXTERIOR POUSHED WHEELCHAIR ACCESSIBLE TABLE 59"X69"X32" WASAU TF3139D3 BR-Fiav-MB/BR-Flav-MB- 120 1 IS 20 635 1 BASKIN ROBBI NS FLAVORS 1.0 MENU BOARD PACKAGE POSTERLOID Nat -Cal 855E 1 FRESH BREW PICK UP SIGN DES RETAIL DD-PU28 927A 6 POLY RESIN BAR STOOL IN CAPPUCCINO ALLERMUIR CS5 05 9273 POLY RESI N BAR STOOL IN PINK ALLERMUIR CS585 *927* 927C WOO D SCOOP STOOL JAZZ BREW ALLERMUIR SCOOPA430/ALPI 927D CHOC WOOD LAMINATE STOOL ISI CHMa3-047 928A 10 POLY RESI N DI NI NG ROOM CHAI R I N CAP P UCCI NO ALLEMUIR CS-2 "938* 928E __WOOD _LAMI NATE DI NI NG CHAI R I N GI LAGER ROOT MAPLE 151 QJM53-048 928C WOOD SCOOP DINING CH AIR JAZZ BREW ALLERMUIR SCOOP A432/ALPI 1202 1 WAFFLE CONE BAKER COBATCOINC. MD-10 120 1 10 DMB 1 FOUR PANEL DIGITAL MENU SYSTEM NEC V462 Total 137 1- 0 REMARKS BUNN PROVIDED CORD & PLUG INSTALLED BYGENERALCONTRACTOR BUNN PROVIDED CORD &PLUG INSTALLED BY GENERAL CONTRACTOR BUNN PROVIDED CORD & PLUG INSTALLED GENERAL REMARKS SINK BOWL IS. ** FILE E47076 "* NSF k29210 UL#76320000 HAND HINGE. R CAN BE RE -HINGED IN PROVIDED & INSTALLED BY GC I ** E34 06 6 FL LIGHTS KACHP 115V, 1PH; HTD/ 115V, 2A 1PH; FREEZER SYSTEM - #TSB1100 TOP, SPLASHES ON (3) SIDES. T&SPRE-RINSE U. UNIT (INCLUDES BRACKET( W/ ADD -A -FAUCET O SHOWN 15 FOR INDOOR UNIT- VERI FY ALL INFO FOR UNITS, I F CONTROL WIRES REQUI RE EXTENSION, IT IS NSIBILITY OF THE GC TO RUN9'HE WIRING O SHOWN IS FOR INDOOR UNIT- VERIFY ALL INFO FOR UNITS; IF. CONTROL WIRES REQUIRE IXTENSION, IT IS Walk In Box Schedule by Architect (alk In Box m iol ailing Height where box will be located (if interior) 10'-0" Exterior does box need to be painted? WA EXterlor is Masonry surrounding the box? WA 'Freezer Dimensions 13-9' X7'-0" X&J" *Cooler Dimensions 9-0" X 7'-0" X 8'-7" "Anteroom Dimensions N/A Refrigeration System Remote Unit Refrigeration Location (if REMOTE) Top of Roof Refinceratien Lineset Needed (. With remote units only) 0- 30 It Interior Ramp at inside of door at Cooler Yts Hurricane Te Down NO Seismic Tie Down NO Masonry ties on exterior of box to allow brick around exterior box i NO "Standard Walk In Order is fit increments on outside dimensions of Freezer/Cooler length and widt) Please note : 4" depression slab required for Flush transition into Walk In Cooler Refrigeration Notes: Self Contained Reingeration has both the condensing unit and evaporator system mounted on the top of the Walk In. This system requires 24" clearance between the top of the box and the ceiling height. Maximum compartment size is Tx 14' QUICK CONNECT START UP BY GENERAL CONTRACTOR (NO REFRIG TECH NEEDED) Standard height of Walk In Box using this refrigeration is TIT' Remote Self Contained Ref-gerationhas the evaporator mounted on top of the Walk In and the condensing unit is remote. This system requires 24" clearance between the top of the box and the ceiling height. Maximum compartment size is Tx 14' Cannot Exceed 50ft proximity to the Cooler/Freezer, Pre -charged lines up to 59 lengths, and a quick disconnect inclutletl. START UP BY REFRIG TECH Standard height of Walk In Box using this refrigeration is 7' T' Pre -Assembled Remote Refrigeration has the compressor unit remotely located and the evaporator s mounted inside the Walk In. The system is pre -wired and requires a drain line and floor drain. fie area where the box will be located must hays a minimum height of 8' g" Pre -charged lines up to 50' lengths, and a quick disconnect are inclutletl. NO Maximum compartment size STARTUP BY REFRIG TECH Btandard height of Walk In Box using this refdgeration is 8' T' 117 LJ 1 r- A II A I I V 1 N I N V I a_ v. 1. EQUIPMENT SUPPLIER TO PLACE ALL NEW EQUIPMENT 2. GENERAL CONTRACTOR TO PLACE ALL EXISTING EQUIPMENT 3. GENERAL CONTRACTOR TO MAKE ALL MECHANICAL, PLUMBING, AND ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT 4. THE ASTERISKS "" IN THE "ITEM NO." INDICATES THAT THERE ARE MULTIPLE CHOICES AVAILABLE FOR THE RESPECTIVE PIECE OF EQUIPMENT OR MILLWORK. 5. IT IS UP TO THE FRANCHISEE AND/OR FIELD TEAM TO MAKE THE APPROPRIATE SELECTION FOR THE LOCATION 6. BEFORE ORDERING, VERIFY WITH DUNKIN' DONUTS C.N. & O.M. TO ENSURE THE RIGHT xxx IS ORDERED FOR THE IMAGE SELECTED IFN_0TE: II REFER TO DUNKIN' BRANDS MULTIBRAND EQUIPMENT SPECIFICATIONS ON DUNKIN' BRANDS WEB SITE, http://extranet.dunkinbrands.com, FOR COMPLETE EQUIPMENT AND UTILITY INFORMATION. DUNKIN' BRANDS WEB SITE ALWAYS TAKES PRECEDENCE OVER DRAWINGS IN INSTANCE OF CONFLICT. • development inc 117 ^U, Wr Y U VENTURA michael a. Ventura 11870 w state rd 84 #C 14 davie, florida 33325 phone : (954) 423-1362 ventura-architecture.com AA0003123 n17 A R 0 0 1 51`52 U J' y •y•{ • a • •••• v *p r� F''�1 /b'*1. _ • •H• i6Hm® V e • •HH• • H• s Q s ss N2 L.� W Z CE•� V � M _ CO J •�../• '/ li / Q U) Z _0O 0� p Z C N O CV - Z ZC/� Y 0-e O GU M Z � M Q �$ Q - U Im TT__ � GC I0- revisions: Drawn by: Pedro Rincon date: 11-21-2017 V I. DESIGN DATA A) FLORIDA BUILDING CODE 5TH EDITION. B) DESIGN LOADS: 1. ROOF: A) LIVE LOAD. - .. . . .................................... 30 PSF 2. DESIGN WIND: FLORIDA BUILDING CODE 2010 BASED ON ASCE 7-10 VELOCITY............................................................. V = 175 MPH RISK CATEGORY ......................... II EXPOSURE CATEGORY ...................... "C" INTERNAL PRESSURE COEFFICIENT Gcpi = t0.18 C) TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE FIFTH EDITION AND FOLLOWING RATIONAL ANALYSIS PRINCIPLES. CONSTRUCTION DATA A) GENERAL NOTES: 1. THE STRUCTURAL DESIGN IS BASED ONLY ON THE STRUCTURE IN ITS COMPLETED STATE. CONTRACTORS AND THEIR SUBS SHALL TAKE WHATEVER PRECAUTIONS THAT ARE NECESSARY IN THEIR OPINIONS TO WITHSTAND ALL HORIZONTAL AND VERTICAL LOADS THAT MAY BE ENCOUNTERED DURING THE CONSTRUCTION, PRIOR TO COMPLETION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS AT THE JOB SITE AND BRING TO THE ARCHITECTS / ENGINEERS ATTENTION OF ANY DISCREPANCIES. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES, INCLUDING SHORING AND PROTECTION OF ANY ADJACENT PROPERTY, STRUCTURES, STREETS, AND UTILITIES IN ACCORDANCE WITH LOCAL BUILDING CODES. 4. CONSTRUCTION DEAD AND LIVE LOADS SHALL NOT EXCEEDS ACTUAL DESIGN LOADS FOR ANY STRUCTURAL COMPONENT. 5. TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED. 6. ALL INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENT, OR THESE PLANS, SHALL BE DONE BY UNISON STRUCTURAL DESIGN, LLC OR AN INDEPENDENT TESTING COMPANY. 7. SHOP DRAWINGS SUBMITTED FOR STRUCTURAL REVIEW SHALL CONSIST OF TWO SETS OF PRINTS AND ONE SET OF REPRODUCIBLES. DRAWINGS SHALL BEAR THE CONTRACTORS APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR DIMENSIONS, QUANTITY AND COORDINATION WITH ALL DISCIPLINES. NO CHANGES OR DEVIATIONS FROM THE CONTRACT DOCUMENTS ARE ACCEPTED UNLESS EACH IS CLEARLY IDENTIFIED AS SUCH AND EACH IS SPECIFICALLY ACCEPTED OR REJECTED. ANY ACCEPT ED CHANGE OR DEVIATION FOR REVISION OF THE PERMITTED CONSTRUCTION DOCUME NTS OR VALUE ENGINEERING COST SAVING S IS SUBJECT TO A REDUCTION OF THE CONTRACT LUMP SUM. ONLY ONE MARKED UPSET WITH THE STRUCTURAL ENGINEERS COMMENTS WILL BE RETURNED TO THE CONTRACTOR. ALLOW TWO WEEKS TIME FOR SHOP DRAWING REVIEW BY UNISON STRUCTURAL DESIGN, LLC. 8. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL / SITE WORK PLANS FOR DIMENSIONS AND DETAILS OF THE ITEMS WHICH PENETRATE OR ATTACH TO THE BUILDING STRUCTURE. 9, THIS BUILDING IS DESIGNATED A NON THRESHOLD BUILDING. 10. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR REDUCED IN STRENGTH 01000 EARTHWORK A) GENERAL NOTES: 1. ALL EARTHWORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OUTLINED IN THE GEOTECHNICAL REPORT BY: ALLOWABLE BEARING PRESSURE: 2,500 PSF B) EXECUTION 1. LOCATE EXISTING UTILITIES BY HAND EXCAVATION AND PROVIDE PROTECTION FROM DAMAGE. DO NOT BREAK UTILITY CONNECTIONS WITHOUT NOTIFICATION. A MINIMUM OF 48 HOURS IN ADVANCE AND PROVIDING ACCEPTABLE TEMPORARY SERVICES. 2. REMOVE EXISTING WALKS, DRIVES, CURBS, FOUNDATIONS, CISTERNS, BOULDERS, VEGETATION (TREES, STUMPS, AND ROOTS V OR LARGER IN DIAMETER WITHIN THE LINES OF THE BUILDING 5 FEET BEYOND), TRASH AND SIMILAR ITEMS AS NECESSARY TO EXECUTE THE WORK OF THIS PROJECT. 3. EXCAVATE FOR STRUCTURE TO ELEVATIONS AND DIMENSIONS SHOWN, EXTENDING EXCAVATION A SUFFICIENT DISTANCE TO PERMIT PLACING AND REMOVAL OF OTHER WORK AND FOR INSPECTION. TRIM BOTTOM TO REQUIRED QU ED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVE CONCRETE. 4. REMOVE ANY ABANDONED SEWER OR SERVICE LINE(S) ENCOUNTERED DURING EXCAVATION WITHIN THE BUILDING LINES. SHOULD SUCH LINES BE FOUND BELOW OR ADJACENT TO FOOTING LOCATIONS, NOTIFY THE ARCHITECT / ENGINEER. 5. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS AND OTHER FACILITIES IN AREAS OF WORK. BARRICADE OPEN EXCAVATIONS AND PROVIDE WARNING LIGHTS. COMPLY WITH REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 6. REPAIR DAMAGES TO EXISTING UTILITIES AT CONTRACTOR'S EXPENSE AS DIRECTED BY THE UTILITY COMPANY. 7. PROVIDE BRACING AND SHORING AS REQUIRED IN EXCAVATIONS, TO MAINTAIN SIDES AND TO PROTECT ADJACENT STRUCTURES FROM SETTLEMENT, COMPLYING WITH LOCAL CODES AND REGULATIONS. MAINTAIN UNTIL EXCAVATIONS ARE BACK FILLED. 8. WATER SHALL NOT BE PERMITTED TO POND IN FOOTING EXCAVATION, KEEP EXCAVATION DRY. FAILURE TO DO SO WILL BE A CAUSE FOR REQUIRING CONTRACTOR TO REMOVE WATER DAMAGED SOILS AND REPLACE WITH CONTROLLED FILL AS DIRECTED. ALL EXCAVATIONS SHALL BE FREE OF WATER PRIOR TO PLACING CONCRETE. 9. SITE FILL AND BACKFILL MATERIAL SHALL CONSIST, IF POSSIBLE, OF EXISTING ON -SITE MATERIALS (SC or CL) FREE OF DEBRIS, BOULDERS, ORGANIC MATERIALS AND SILT. 10. STOCKPILE EXCAVATED MATERIALS WHERE DIRECTED BY G.C. UNTIL REQUIRED FOR BACKFILL AND FILL. 11. IF QUESTIONABLE SOIL CONDITIONS ARE ENCOUNTERED DURING EXCAVATION, NOTIFY ARCHITECT / ENGINEER IMMEDIATELY. MAINTAIN EXCAVATIONS IN A CLEAN CONDITION. 12. STRUCTURAL FILL SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS FROM THE REFERENCED GEOTECHNICAL REPORT. FILL MATERIAL SHALL BE CLEAN, FREE OF ORGANIC MATERIAL, AND SHALL BE TESTED IN ACCORDANCE WITH ASTM C136 ASTM C117, AND APPROVED BY SOILS ENGINEERS. SUITABLE MATERIALS OBTAINED FROM EXCAVATION AT THE SITE MAY BE USED, IF APPROVED BY THE SOILS ENGINEER. 13. STRUCTURAL FILL (IF REQUIRED) COMPACTION 98% MAXIMUM DENSITY, ASTM D698 (STANDARD PROCTOR DENSITY), OR AS REQUIRED BY APPROVED SOILS REPORT. 14. SITE AND BACKFILL COMPACTION - AS RECOMMENDED BY SOILS ENGINEER, EXCAVATE AS NECESSARY TO REMOVE ALL ORGANIC SOILS AND LOOSE, EXISTING FILL, AND FILL TO GRADE, COMPACTING EACH LIFT OF FILL ACCORDING TO THE RECOMMENDATIONS OF THE SOILS ENGINEER. PROVIDE SAME METHOD OF COMPACTION AT ALL MECHANICAL TRENCHES AND OTHER SIMILAR AREAS. 15. PLACE ALL FILL MATERIALS IN 6" to 8" LOOSE LAYERS, COMPACTING EACH LAYER TO REQUIRED MAXIMUM DENSITY UNLESS OTHERWISE RECOMMENDED IN THE APPROVED SOILS REPORT ON RECORD WITH THE G.C. KEEP COMPACTED LIFTS RELATIVELY SMOOTH AND LEVEL. 16. NO FILL OR BACKFILL SHALL BE "SETTLED" BY THE USE OF WATER. 17. PROVIDE SOIL TREATMENT FOR TERMITE PROTECTION AS REQUIRED BY THE BUILDING CODE C) TESTING 1. THE OWNER SHALL PROVIDE THE SERVICES OF A QUALIFIED LICENSED, SOILS ENGINEER, TO APPROVE THE EXISTING SOIL AFTER EXCAVATION FOR FOOTINGS, SUPERVISE THE PLACING OF CONTROLLED FILL, AND TEST COMPACTION OF THE CONTROLLED FILL. 2. THE SUBCONTRACTOR SHALL COOPERATE WITH THE SOILS ENGINEER IN THE SCHEDULING AND EXECUTION OF THE WORK SO THAT THE REQUIRED TESTS AND INSPECTIONS MAY BE PERFORMED, AND THE SUBCONTRACTOR SHALL NOTIFY THE SOILS ENGINEER AS FAR AS POSSIBLE IN ADVANCE OF THE READINESS OF THE WORK. NO WORK SHALL PROCEED UNTIL THE REQUIRED INSPECTIONS AND TESTS (VERIFY WITH G.C.) HAVE BEEN PERFORMED. 3. NOTIFY TESTING SERVICES PRIOR TO PROCEEDING WITH PLACEMENT OF FOOTINGS, FILL, OR OTHER CONSTRUCTION OVER SUB GRADES AND FILL. TESTING SERVICE MUST INSPECT AND APPROVE SUB GRADES AND FILL LAYERS BEFORE FURTHER CONSTRUCTION WORK IS PERFORMED THERE ON. 4. REPORTS OF TESTS, INSPECTIONS AND APPROVALS PERFORMED BY THE SOILS ENGINEER SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR, ARCHITECT AND OWNER. 02000 CONCRETE A) QUALITY ASSURANCE 1. CODES AND STANDARDS: ACI-301, ACI-315, ACI-318, CRSI, COMPLY WITH APPLICABLE PROVISIONS EXCEPT AS OTHERWISE INDICATED. 2. OWNER SHALL EMPLOY TESTING LABORATORY TO TEST AND EVALUATE CONCRETE DELIVERED TO AND PLACED AT SITE. THIS TESTING DOES NOT RELIEVE SUBCONTRACTOR OF RESPONSIBILITY OF PROVIDING CONCRETE IN COMPLIANCE WITH CONTRACT DOCUMENTS. 3. SAMPLING FRESH CONCRETE: COMPLY WITH ASTM C 172, EXCEPT MODIFIED FOR SLUMP TO COMPLY WITH ASTM.0 94. a) SLUMP -ASTM C143, ONE TEST FOR EACH LOAD AT POINT OF DISCHARGE. b) AIR CONTENT -ASTM C173, ONE FOR EACH SET OF COMPRESSIVE STRENGTH SPECIMENS c) COMPRESSIVE TEST SPECIMEN -ASTM C 31, TWO SET OF TWO STANDARD CYLINDERS SPECIMENS FOR EACH COMPRESSIVE STRENGTH TEST. MOLD AND STORE CYLINDERS FOR LABORATORY -CURED TEST SPECIMENS EXCEPT WHEN FIELD -CURED TEST SPECIMENS ARE REQUIRED. d) COMPRESSIVE STRENGTH TESTS -ASTM C 39, ONE SET FOR EACH DAY'S POUR EXCEEDING 5 CU. YD. PLUS ADDITIONAL SETS FOR EACH 50 CU. YD. MORE THAN THE SPECIMEN TESTED AT 7 DAYS, ONE SPECIMEN TESTED AT 28 DAYS, AND ONE SPECIMEN RETAINED IN RESERVE FOR LATER TESTING IF REQUIRED. 4. REPORT TEST RESULTS TO G.C., ARCHITECT AND OWNER IN WRITING ON SAME DAY TESTS ARE MADE. B) SUBMITTALS: 1. CONCRETE MIX DESIGN - PER ACI 301. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (I.E. FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, ETC. FAILURE TO DO SO WILL CAUSE DELAYS AND/OR REJECTION OF SUBMITTAL. 2. REINFORCING STEEL FABRICATIONS AND PLACEMENT DRAWINGS- PER ACI 315 C) PRODUCTS: CA CONCRETE MATERIALS: a) PORTLAND CEMENT - ASTM C 150, TYPE 1 - b) FLY ASH - NOT PERMITTED. c) AGGREGATES -ASTM C33 (NORMAL WEIGHT) ASTM C330 (LIGHT WEIGHT). d) WATER - CLEAN, DRINKABLE C.2 REINFORCING MATERIALS: a DEFORMED REINFORCING BARS - ASTM A 1 6 5 GRADE60. REINFORCING STEEL TO BE WELDED: ASTM A706 FOR EMB ED., BED., ANCHORS, ETC. b) WELDED WIRE FABRIC - ASTM A 185 MINIMUM YIELD STRENGTH. F O 20,000 PSI. c) FIBER REINFORCEMENTS - ENGINEERED POLYPROPYLENE FIBERS DESIGNED FOR SECONDARY REINFORCEMENTS OF CONCRETE SLABS. C.3 CHAIRS, BOLSTERS, SPACERS, RUNNERS, OTHER SUPPORT DEVICES' CRSI STANDARDS. CA ADMIXTURES: PROVIDE ADMIXTURES THAT CONTAIN NOT MORE THAN 0.1% CHLORIDE IONS. 1) AIR -ENTRAINING ADMIXTURES: ASTM C260 2) WATER -REDUCING, RETARDING, AND ACCELERATING CHEMICAL ADMIXTURES: ASTM C 494 C.5 RELATED MATERIALS: a) VAPOR RETARDER - CLEAN 10 MIL THICK POLYETHYLENE ASTM E 154 b) ABSORPTIVE COVER - BURLAP CLOTH MADE FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 oz PER SQ. YD., COMPLY WITH AASHTO M 182, CLASS 2. c) MOISTURE - RETAINING COVER - WATERPROOF PAPER, POLYETHYLENE FILM, OR POLYETHYLENE -COATED BURLAP, COMPLYING WITH ASTM C 171. d) MEMBRANE - FORMING CURING COMPOUND - ASTM C 309, TYPE 1. e) EVAPORATION CONTROL - MONOMOLECULAR FILM -FORMING COMPOUND APPLIED TO EXPOSED CONCRETE SLAB SURFACES FOR TEMPORARY PROTECTION FROM RAPID MOISTURE LOSS. I) WATER STOPS: FLAT DUMBBELL OR CENTER BULB TYP, SIZE TO SUIT JOINTS, OF EITHER RUBBER OR PVC. g) NON SHRINK GROUT - 7,000 PSI CRD C 621 D) MIX DESIGN: D.1 PROPORTION MIXES COMPLYING WITH MIX DESIGN PROCEDURES SPECIFIED I ACI 301. D.2 PROVED READY -MIX CONCRETE COMPLYING WITH ASTM C 94. D.3 ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF), WITH MIXES DESIGNED TO MEET THE FOLLOWING CRITERIA FOR USE IN VARIOUS ELEMENTS OF THE STRUCTURE AS FOLLOWS: STRUCTURAL ELEMENT COMPRESSIVE (PSI) MAX. AGGREGATE SIZE SLUMP FOOTING, FOUNDATION WALLS 3000 1}!2" 4 t 1" SLAB ON GRADE 3000 U4" 5 t 1" ELEVATED FLOORS, FRAMING ROOF BEAMS 4000 1" 5 t 1" COLUMNS 4000 1" 5 t 1" ELEVATED SLABS (METAL DECK) 3500 1" 5 t 1" FILLED CELL GROUT (ASTM C476) 2500 X, 8" TO 11" NOTE: WATER/ CEMENT RATIO = .56 MAX. (NON -AIR -ENTRAINED) E) EXECUTION: = .46 MAX. (AIR ENTRAINED) E1. HOT WEATHER COMPLY WITH ACI 305 E2. REINFORCING STEEL PLACEMENT TO COMPLY WITH ACI 315, AND CRSI. a) WHERE SPLICE LENGTHS ARE NOT SPECIFIED, USE 48 BAR DIAMETER IN MASONRY AND 40 BAR DIAMETERS IN CAST CONCRETE. b) REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED REINFORCING STEEL SPLICES ARE NOT PERMITTED. c) LAP ALL WELDED WIRE FABRIC A MINIMUM DISTANCE OF ONE CROSS WIRE SPACING PLUS 2 INCHES. d) ALL REINFORCING STEEL SHALL BE SUPPORTED ON STANDARD ACCESSORIES, HELD RIGIDLY AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING PLACEMENT OF CONCRETE, SUPPORTING ACCESSORY LEGS THAT REST ON CONCRETE SURFACES THAT WILL BE EXPOSED IN THE FINISHED STRUCTURE SHALL BE FABRICATED ON STAINLESS STEEL. E3. CONCRETE COVER: a) FOOTINGS AND FOUNDATION PADS PLACED AGAINST THE GROUND = 3". b) CONCRETE SURFACE AFTER REMOVAL OF FORMS EXPOSED TO WEATHER OR GROUND: No. 5 BAR or SMALLER = %. No. 6 BAR or LARGER = 2" c) CONCRETE NOT EXPOSED TO WEATHER OR GROUND: SLABS AND WALLS = Y4" BEAMS AND GIRDER TIES = 1Yz COLUMN TIES = 1Y2 E4. FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS WITH CORNER BARS AT INTERSECTIONS AND CORNERS, ONE FOR EACH EACH HORIZONTAL BAR. E5. PROVIDE KEYED CONSTRUCTION JOINTS (KCJ) IN EARTH OR FILL SUPPORTED SLABS AT LOCATIONS NOTED ON PLAN. PROVIDE CONTROL JOINTS (CJ) AT ALL LOCATIONS NOTED ON PLAN. IF'CJ' IS SAW CUT, THE CUT MUST BE MADE AS SOON AS POSSIBLE, BUT NOT LATER THAN 24 HOURS AFTER THE POUR. E6. SLAB FINISHES AS FOLLOWS: a) EXPOSED TO VIEW AND SLAB SURFACES TO BE COVERED WITH RESILIENT FLOORING, CARPET, PAINT, OR OTHER FILM, TO BE FINISH COATING SYSTEM, FLOAT AND TROWEL FINISH. b) SURFACES TO BE COVERED WITH CERAMIC TILES, TROWEL FINISH FOLLOWED IMMEDIATELY WITH FINE BROOMINGTO SLIGHTLY SCARIFY SURFACE. c) EXTERIOR PLATFORMS, STEPS, AND RAMPS TO BE FLOAT FINISHED, FOLLOWED IMMEDIATELY WITH FIBER BRISTLE BROOM, PERPENDICULAR TO MAIN TRAFFIC ROUTE TO SLIGHTLY ROUGHEN SURFACE. ET BEGIN CURING AS SOON AS WATER HAS DISAPPEARED FROM EXPOSED SURFACE. KEEP CONCRETE CONTINUOUSLY MOIST FOR NOT LESS THAN 7 DAYS. E8. APPLY MEMBRANE -FORMING CURING COMPOUND AS SOON AS FINAL FINISHING OPERATIONS ARE COMPLETE. APPLY ACCORDING TO MANUFACTURE'S RECOMMENDATIONS. E9. USE MEMBRANE -CURING COMPOUNDS THAT WILL NOT AFFECT SURFACES TO BE COVERED WITH FINISH MATERIALS. APPLIED DIRECTLY TO CONCRETE. E10. ALL EXPOSE EDGES OF CONCRETE ABOVE FINISHED FLOOR, SHALL HAVE A 3/4" x 3/4" CHAMFER. El 1. PROVIDE CORNER BARS, #5 x Z-6"xZ-6" AT ALL BEAM CORNERS, 2 AT EACH LEVEL OF HORIZONTAL REINFORCING. E12. PROVIDED #4 NOSING BAR AT EACH CONCRETE STEP. E13. FORM REMOVAL: a) BOTTOM FORMS - WHEN CONCRETE STRENGTH HAS REACH DESIGN COMPRESSIVE STRENGTH AND NOT LESS THAN 14 DAYS. b) FACING FORMS -AFTER 4 DAYS WITH OUT DISTURBING INTEGRITY OF SUPPORTS OR SHORING. 03000 CONCRETE MASONRY UNITS A. GENERAL: 1. THE LOAD BEARING MASONRY WALLS ARE DESIGNED IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY BY THE NATIONAL CONCRETE MASONRY ASSOCIATION AND BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES ACI530-11. Pm=1500psi BY UNIT STRENGTH METHOD. B. QUALITY ASSURANCE: 1. SUBMIT CERTIFICATION OF COMPLIANCE WITH ASTM SPECIFICATIONS FOR CMU, MASONRY CEMENT, AND REINFORCING PRIOR TO DELIVERY TO SITE. C. SUBMITTAL D. PRODUCTS, 1. HOLLOW, LOAD BEARING UNITS-ASTM C90-90, GRADE-N, MINIMUM COMPRESSIVE STRENGTH = 1900 PSI. 2. MASONRY CEMENTS MORTAR -ASTM C-270, TYPE-M, MINIMUM COMPRESSIVE STRENGTH = 2500 PSI 3. COARSE GROUT REINFORCED MASONRY -ASTM C-476, 8" SLUMP, MINIMUM COMPRESSIVE STRENGTH = 2500 PSI. 4. HORIZONTAL JOINT O REINFORCING -ALTERN ATE HORIZONTAL 0 ZONTAL JOISTS SHALL B L E REINFORCED WITH #9 GAUGE GALVANIZED LA DDER (16"o.c. MIN.) AND AS INDICATED ON ARCH, DRAWINGS. 5. REBAR POSITIONERS: REINFORCING INDICATED AS TWO BARS PER. CELL SHALL BE POSITIONED EA. FACE USING DUR-O-WAL REBAR POSITIONER DA816 OR APPROVED EQUAL. POSITIONER TO BE PLACED AT TOP OF FIRST COURSE EA. FLOOR BELOW THE LAST COURSE ON EA. FLOOR AND AT MAXIMUM SPACING OF 200 x BAR DIAMETER (INCHES). E. EXECUTION 1. MASONRY SHALL BE PLACED PRIOR TO PLACING CONCRETE COLUMNS - RUNNING BOND WITH FULL MORTAR BED. 2. ALTERNATE HORIZONTAL JOINTS SHALL BE REINFORCED WITH #9 GAUGE GALVANIZED TRUSS TYPE REINFORCING, CONTINUOUS IN ALL CONCRETE COLUMNS. PROVIDE. JOINT REINFORCING AT 8"o.c. ABOVE LINTELS AND BELOW SILLS OF MASONRY OPENINGS. EXTEND REINFORCING 2'-0" BEYOND EACH JAMB, 3. AT ALL WALL ENDS, INTERSECTIONS, CORNERS AND ON EACH SIDE OF WALL OPENINGS, IF A COLUMN IS NOT SHOWN, PROVIDE (1) #6 VERTICAL AND GROUT THE REINFORCED CELL OF THE BLOCK. USE DOWELS AND MAINTAIN CONTINUITY WITH THE STRUCTURE ABOVE. TERMINATE BAR WITH A STANDARD HOOK INSIDE THE CONCRETE BEAM AT TOP OF THE WALL. 4. PROVIDE CLEAN OUT OPENINGS FOR EACH GROUT FILLED CELLS. FOR HIGH LIFT GROUTING, USE A MAXIMUM LIFT OF 5'-0" WITH A MINIMUM OF 30 MINUTES AND A MAXIMUM OF 60 MINUTES BETWEEN LIFTS. 5. ALL LAP SPLICES TO BE 48 BAR DIAMETERS 6. INSTALL PRE CAST LINTELS IN FULL BED OF MORTAR w/ MINIMUM 8" BEARING AT EACH END 7. CHASES - BUILD IN, DO NOT CUT. MINIMUM INSTALLATION DISTANCE FROM JAMB OF WALL OPENING = 16". 8. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHOULD BE STOPPED 1 1/2" BELOW THE TOP OF THE MASONRY UNIT TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 9. EXTEND ALL VERTICAL WALL REINFORCEMENT TO WITHIN 2" OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH STANDARD ACI 90 DEGREE HOOK IF ROOF JOIST AND/OR TRUSSES BEAR ON TOP OF WALL AND THERE IS NO PARAPET. IF PARAPET EXISTS, HOOK IS NOT REQUIRED. 10. CONTROL JOINTS: CONTROL JOINTS SHALL BE PROVIDED IN ALL CONCRETE MASONRY CONSTRUCTION AT LOCATIONS INDICATED ON THE ARCHITECTURAL DRAWINGS BUT AT A SPACING NOT GREATER THAN 1.5X (WALL HEIGHT) OR 20'4" WHICHEVER IS LESS. 11. MASONRY WALL SHALL BE BRACED EITHER BY OTHER INTERSECTING WALLS OR BY ANCHORAGE OR BRACING TO THE STRUCTURE ABOVE, OR TO ADJACENT WALLS, AS DETAILED ON THE STRUCTURAL DWG's. 12. ALL MASONRY WALLS SHOWN ON THE STRUCTURAL DRAWINGS HAVE BEEN DESIGNED TO RESIST THE REQUIRED CODE VERTICAL AND LATERAL FORCED IN THE FINAL CONSTRUCTED CONFIGURATION ONLY, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY BRACE THE WALLS FOR VERTICAL AND LATERAL LOADS THAT COULD POSSIBLY BE APPLIED PRIOR TO COMPLETION OF LATERAL SUPPORT BY CONNECTIONS AT FLOORS OR ROOF FRAMING LEVELS. 05120 STRUCTURAL STEEL A. QUALITY: SHOP DRAWINGS - SUBMIT SHOP DRAWINGS INCLUDING COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS. INCLUDE DETAILS OF CUTS, CONNECTIONS, CAMBER, HOLES, AND OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND SHOW SIZES, LENGTHS, AND TYPES OF WELDS. PROVIDE SETTING DRAWINGS, TEMPLATES, AND DIRECTIONS FOR INSTALLATION OF ANCHOR BOLTS AND OTHER ANCHORAGE TO BE INSTALLED AS WORK OF OTHER SECTIONS. 2. CODES AND STANDARDS: a) AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360-05) "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". PARAGRAPH 4.2.1. OF THE ABOVE CODE IS HEREBY MODIFIED BY DELETION OF THE FOLLOWING: "THIS APPROVAL CONSTITUTES THE OWNER'S ACCEPTANCE OF ALL RESPONSIBILITY FOR THE DESIGN. ADEQUACY OF ANY DETAIL CONFIGURATION OF CONNECTIONS DEVELOPED BY THE FABRICATOR AS A PART OF HIS PREPARATION OF THESE SHOP DRAWINGS". b) AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS ", INCLUDING "COMMENTARY". c) "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. d) STRUCTURAL WELDING CODE ANSUAWS D1.1-92, AMERICAN WELDING SOCIETY. e) ASTM A6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SHAPES, SHEET PILING AND BARS FOR STRUCTURAL. USE". 3. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS "QUALIFICATIONS" REQUIREMENTS. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS QUALIFICATION TESTS, THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME DURING THE PROJECT. 4. MATERIALS: a) STRUCTURAL STEEL SHAPES = ASTM A992, GRADE 50 STEEL PLATES = ASTM A36 b) COLD FORMED STEEL TUBING = ASTM A500, GRADE-B.(Fy=46) STEEL PIPE = ASTM A53, TYPE E OR S, GRADE B c) ANCHOR BOLTS = ASTM A307, NON -HEADED TYPE UNLESS OTHERWISE INDICATED. d) HIGH STRENGTH THREADED FASTENERS = HEAVY HEXAGON STRUCTURAL BOLTS, HEAVY HEXAGON NUTS, AND HARDENED WASHERS, A325 AND A490 BOLTS. e) ELECTRODES FOR WELDING = E70 SERIES. 1) STRUCTURAL STEEL PRIMER PAINT=PAINT 13. g) NON-METALLIC SHRINKAGE RESISTANT GROUT = PREMIXED, NON-METALLIC, NON -CORROSIVE, NON -STAINING PRODUCT CONTAINING SELECTED SILICA SANDS, PORTLAND CEMENT, SHRINKAGE COMPENSATING AGENTS, PLASTICIZING AND WATER REDUCING AGENTS, COMPLYING WITH CE-CRD-C621. MIN. 28 DAYS STRENGTH 5000 PSI. 5. FABRICATION/SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS INDICATED ON FINAL SHOP DRAWINGS. 6. ALL CONNECTIONS SHALL BE CONSTRUCTED AS DETAILED ON THE DRAWINGS. ALTERNATE CONNECTION DESIGNS SHALL ONLY BE ALLOWED WITH PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. IF SUCH APPROVAL IS GRANTED, ALL CONNECTIONS; SPLICES, AND ERECTION PIECES -. NOT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS (FABRICATOR'S DESIGN) SHALL BE DESIGNED BY THE FABRICATOR'S ENGINEER, REGISTERED IN THE PROJECT'S JURISDICTION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED BEARING THE ENGINEER'S SEAL AND SIGNATURE. 7. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR WELDS ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL BE REJECTED. 8. ALL A325 BOLTS SHALL BE TIGHTENED TO THE "SNUG TIGHT" CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. THE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL HAVE BEEN BROUGHT INTO SNUG CONTACT. 9. CONNECTIONS SHALL BE DETAILED OR SCHEDULED. NO CONNECTION SHALL CONSIST OF WELDS DEVELOPING LESS THAN 10,000 POUNDS, CAPACITY. MINIMUM WELD SIZE SHALL BE 3/16" FILLET. 10. WELDING ELECTRODE, WELDING PROCESS, MINIMUM PRE HEAT AND INTER PASS TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS. ANY STRUCTURAL STEEL DAMAGE IN WELDING IS TO BE REPLACED OR ACCEPTABLY REINFORCED AS ACCEPTABLE TO THE STRUCTURAL ENGINEER, 11. GAS CUTTING TORCHES SHALL NOT BE USED TO CORRECT FABRICATION ERRORS WITHOUT THE APPROVAL OF THE STRUCTURAL ENGINEER. 12. ALL STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES, INCLUDING STEEL DIRECTLY EXPOSED TO WEATHER, SHALL BE POWER TOOL CLEANED AND PAINTED WITH THREE COATS OF. OIL BASED PAINT IN ACCORDANCE WITH STEEL STRUCTURES PAINTING COUNCIL PAINTING SYSTEM SPECIFICATION No. 109. DO NOT PAINT PORTION EMBEDDED IN CONCRETE. 13. ALL EXTERIOR ELEMENTS AND THOSE ELEMENTS NOTED TO BE GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER SANDBLAST CLEANING PER SSPC-SP10. USE ASTM A325 BOLTS HOT DIPPED GALVANIZED WITH GALVANIZED HARDENED WASHERS AND GALVANIZED HEAVY HEX NUTS FOR BOLTING OF GALVANIZED ITEMS, 14 STEEL DECK: a) STEEL DECK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS AND SHALL CONFORM TO STEEL DECK INSTITUTE SPECIFICATIONS. SUBMIT ERECTION / SHOP DRAWINGS TO ARCHITECT /ENGINEER AND CITY FOR REVIEW AND ACCEPTANCE PRIOR TO FABRICATION. b) ROOF DECK SHALL BE IX" DEEP U.N.O. SEE ROOF PLANS FOR GAGE AND PROFILE AND ATTACHMENT SCHEDULE FOR FASTENERS. c) STEEL DECK SHALL BE GALVANIZED WITH A PROTECTIVE ZINC COATING CONFORMING TO ASTM A653-98 WITH COATING DESIGNATION G90. d) ROOF DECK SHALL BE PLACED SO AS TO COVER AT LEAST TWO SPANS. NO SINGLE SPAN CONDITION SHALL BE USED U.N.O. e) STEEL DECK SHALL CONFORM TO ASTM A653 SO GRADE 33 (Fy = 33,000 PSI) 05700 STEEL JOISTS 1. SUBMIT FOR REVIEW SHOP DRAWINGS OF JOIST DETAILS FOR FABRICATION AND ERECTION PRIOR TO FABRICATING JOISTS. 2. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. 3. ALL DESIGN, FABRICATION AND ERECTION OF STEEL JOISTS AND BRIDGING SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT SPECIFICATIONS OF STEEL JOISTS INSTITUTE AND RECOMMENDED CODE OF STANDARD PRACTICE. 4. THE ENDS OF ALL BRIDGING LINES TERMINATING AT WALLS OR BEAMS SHALL BE ANCHORED TO THE WALL OR BEAM. 5. ALL STEEL JOISTS ARE TO BE CAMBERED AS SPECIFIED BY STEEL JOIST INSTITUTE. 6. PROVIDE BOTTOM AND/OR TOP CHORD EXTENSIONS AS SHOWN ON DRAWINGS. 7. UNLESS NOTED OTHERWISE. MINIMUM JOIST BEARING SHALL BE 2-1/2" FOR KSERIES JOISTS, 4" FOR LH, DHL AND SLH 15-18, AND 6" FOR SLH 19-25 ON A STEEL MEMBER OR EMBED PLATE. 8. BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOISTS. ALL JOISTS 40'-0" OR. LONGER REQUIRE A ROW OF BOLTED BRIDGING TO BE IN PLACE BEFORE SLACKENING OF HOISTING LINES. OTHER JOIST REQUIRE SIMILAR BRIDGING (CONSULT LATEST SJI SPECIFICATIONS), 9. ALL HANGERS, CURBS, AND / OR ROOFTOP FRAMES TO SUPPORT MECHANICAL EQUIPMENT, ETC, TO BE SUPPORTED BY THE JOISTS SHALL BE LOCATED AT THE PANEL POINTS OF THE JOISTS. IF THE CONCENTRATED LOAD MUST BE LOCATED FURTHER THAN 6" FROM A PANEL POINT, PROVIDE JOISTS STIFFENERS. L2X2X3/16 JOISTS STIFFENERS MUST BE INSTALLED FROM LOAD TO OPPOSITE CHORD PANEL POINT BEFORE LOAD IS APPLIED. SEE DETAIL BELOW: CONCENTRATED ADDL WEB ANGLE REOD WHEN GREATER THAN 6" ADDL WEB ANGLE FROM LOAD POINT TO OPPOSITE PANEL POINT SUSPENDED LOADING 4. ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY ARC SPOT PUDDLE WELDS OF THE FOLLOWING DIAMETER AND SPACING (OR FILLET WELDS OF EQUAL STRENGTH). a) MINIMUM VISIBLE WELD DIAMETER = %" b) WELD EDGE RIBS OF PANELS AT EACH SUPPORT, SPACE ADDITIONAL WELDS AN AVERAGE OF 12"o.c. BUT NOT MORE THAN 18"o,c, IN ANY OTHER LOCATION. c) FASTEN SIDE LAPS AND PERIMETER EDGE OF UNITS BETWEEN SUPPORTS AT INTERVALS NOT EXCEEDING 36"o.c. USING ONE OF THE FOLLOWING METHODS: 1. #10 SELF -DRILLING SCREWS. 2. CRIMP OR BUTTON PUNCH. 3. FOR DECKS THAT ARE 20ga AND HEAVIER: ARC PUDDLE WELDS%" MINIMUM VISIBLE DIAMETER OR 1" LONG FILLET WELDS. 5. INSTALL DECK ENDS OVER SUPPORTS WITH A MINIMUM END BEARING OF 1y 6. FASTEN POUR STOPS AND GIRDER FILLERS TO SUPPORTING STRUCTURE ACCORDING TO THE. MANUFACTURERS RECOMMENDATIONS. 7. FASTEN COLUMN CLOSURES, CELL CLOSURES AND CLOSURES TO DECK TO PROVIDE TIGHT FITTING CLOSURES AT OPEN ENDS OF RIBS AND SIDES OF DECKING. FASTEN CELL CLOSURES AT CHANGES OF DIRECTION OF FLOOR DECK UNITS. P_R_EFABRICATED LIGHT GAUGE TRUSSES 1. ALL PRE FABRICATED METAL TRUSSES SHALL BE FURNISHED IN ACCORDANCE WITH DESIGNS PREPARED BY A PROFESSIONAL ENGINEER, REGISTERED IN THE STATE OF FLORIDA, USING THE DESIGN LOADS AND SPAN CONSIDERATION INDICATED ON THE CONSTRUCTION DOCUMENTS. NO DEVIATION OF TRUSS SHAPE, MEMBER SIZE, BEARING POINT LOCATIONS, OR SUPERIMPOSED LOADS FROM THE CONTRACT DOCUMENTS SHALL BE PERMITTED WITHOUT APPROVAL OF THE ARCHITECT AND/OR ENGINEER. SHOP DRAWINGS INCLUDING AN OVERALL ERECTION PLAN, INDICATING EACH TYPE OF TRUSS, TRUSS BEARING POINT LOCATIONS AND REACTIONS, REQUIRED LATERAL BRACING, AND EACH TRUSS MEMBERS. SIZE AND STRESS, CONNECTIONS DETAILS SHALL BE SUBMITTED FOR PRIOR APPROVAL TO GENERAL CONTRACTOR. CERTIFIED CALCULATIONS SHALL BE PROVIDED FOR EACH TRUSS DESIGN. SEE NOTE #10 FOR FURTHER REQUIREMENTS. 2. HANDLING OF TRUSSES AND ERECTION BRACING IS THE RESPONSIBILITY OF THE CONTRACTOR. 3. THE CONTRACTOR SHALL PROVIDE PERMANENT CROSS BRACING IN THE PLANE OF WEB MEMBERS. ONE SET SHALL BE APPLIED TO A VERTICAL WEB MEMBER OR A WEB MEMBER NEAREST S TO VERTICAL. AT D MI SPAN OF TRU SS AND OTHER SETS PL ACED AT NO GREATER THAN ' 8-0"INTERVALS ALONG THETRUSSLENG TH. THE SETS OF CROSS BRACING SHALL BE LOCATED A AT ALL END WALLS WITH SUBSEQUENT SETS NO MORE THAN 20%0" APART, 4. ALL BRACING MEMBERS SHALL BE 6cee x18ga. BY 8'-0" LONG OR MORE, APPLIED FLAT WISE, AND SCREWED AT EACH TRUSS INTERSECTION WITH (2) #10 TEK SCREW. 5. ALL CROSS AND DIAGONAL BRACING SHALL BE APPLIED AT APPROXIMATELY 45 DEGREE ANGLE. 6. TRUSSES SHALL BE FAST ENDED TO SUPPORT WALLS AS SHOWN IN PLANS AND DETAILS AND SHALL BE NAILED PER MANUFACTURES' RECOMMENDATIONS. 7. TRUSS MANUFACTURES IS RESPONSIBLE FOR DESIGNING AND SUPPLYING ALL CONNECTIONS TO SUPPORTING TRUSSES AND TRUSS GIRDERS. 8. FABRICATOR'S QUALIFICATIONS: TRUSSES SHALL BE FABRICATED IN A PROPERLY EQUIPPED MANUFACTURING FACILITY OF PERMANENT NATURE, THEY SHALL BE MANUFACTURED BY EXPERIENCED WORKERS, USING PRECISION CUTTING AND TRUSS ASSEMBLY METHODS AND UNDER THE DIRECT SUPERVISIONS OF A QUALIFIED FOREMAN. MANUFACTURER MUST PARTICIPATE IN THE QUALITY CONTROL TEST CRITERIA PROGRAM COMPARABLE TO THE TPI TESTING CRITERIA PROGRAM, THAT QUALITY ASSURANCE PROGRAM MUST INCLUDE, BUT NOT BE LIMITED TO THE INSPECTION OF ALL PHASES OF TRUSS OPERATIONS INCLUDING: LUMBER STORAGE, HANDLING, CUTTING FIXTURES, PRESSES. OR ROLLERS, FABRICATION PROCEDURES AND COMPUTER DESIGN PROGRAMS SPECIFICALLY RELATING TO THE SPECIFIC TRUSS BEING FABRICATED FOR THE PROJECT AS APPROVED IN THE TRUSS DESIGN CALCULATIONS SHEET OR PRINTOUT. 9. PROVIDE BRACING AT RIDGE OF TRUSSES EACH SIDE OF RIDGE VENT. 10. SHOP DRAWINGS FOR TRUSSES SHALL BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO FABRICATION. 1.1. REVIEW ARCHITECTURAL REFLECTED CEILING PLAN AND SECTIONS FOR SPECIAL CEILING CONDITIONS, INCLUDING CEILING SLOPES, TROFFERS, COFFERS, TRAYS, STEPS AND OTHER SPECIAL FEATURES. development inc a) D 'T 0 i U L 0 1k michael a. ventura 304 indian trace sfe. 391 Weston florida 33326 phone : (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 sz V AR 00 1 6 -r 52_ ....` ....,: L/�ri .,. •... ...•.V L r .••• •. •.a�, + . + + Y •..... • e ulu• . J ... = of W �Z 1. L V_ co 0 _ co CO J I- CO SHOP DRAWINGS: Z) � Q Vi SHOP DRAWINGS SUBMITTED FOR STRUCTURAL REVIEW SHALL CONSIST OF TWO SETS OF 7 W .� W PRINTS AND ONE SET OF REPRODUCIBLE. DRAWINGS SHALL BEAR THE CONTRACTORS L N APPROVAL STAMP ACCEPTING RESPONSIBILITY FOR DIMENSIONS, QUANTITY AND C 0 ^' COORDINATION WITH ALL DISCIPLINES. N V V S 0 CHANGES OR DEVIATIONS FROM THE ® z N � r CONTRACT DOCUMENTS ARE ACCEPTED UNLESS EACH IS CLEARLY IDENTIFIED AS SUCH, D W = T- AND EACH IS SPECIFICALLY ACCEPTED OR REJECTED. ANY ACCEPTED CHANGE OR DEVIATION FOR REVISION OF THE PERMITTED CONSTRUCTION DOCUMENTS OR VALUE z Z U) zLO ENGINEERING COST SAVINGS IS SUBJECT TO A REDUCTION OF THE CONTRACT LUMP SUM. Y elf c) ,� coONLY ONE MARKED UP SET WITH THE STRUCTURAL ENGINEERS COMMENTS WILL BE RETURNED TO THE CONTRACTOR. ALLOW TWO WEEKS TIME FOR SHOP DRAWING REVIEW Z Of O G BY UNISON STRUCTURAL DESIGN, LLC. coy.l„ < Q r - U PLYWOOD:NSPEIyrQR R�`QUIR 0 co �- 2 n ED 1. SHALL COMPLY WITH THE PLYWOOD DESIGN SPECIFICATION BY THE IC j�Yj� if, ASSOCIATION. �J ��'"'ttl�Yl 2. PLYWOOD SHEATHING SHALL BE 5/8". APA RATED SHEATHING, EXTERIOR, 48/24 PANEL revisions: IDENTIFICATION. rw. 3. PROVIDE BLOCKING AT ALL PLYWOOD PANEL JOINTS. ` I- REVi'L �V MECHANIC AL FASTENE RS: LAPPR0W_0,_,__z ALL ANCHORS SHALL PROVIDE EQUAL OR GREATER STRUCTURAL LOAD CAPACITIES /e.,,.,4 (ALLOWABLE OR ULTIMATE) THAN THOSE SPECIFIED BELOW. WHERE ALTERNATE SYSTEMS PREFERRED, THE CONTRACTOR SHALL ENSURE THE ALTERNATE SYSTEM CAN PROVIDE SUCH LOADS, AND SHALL CONTACT THE ENGINEER TO ADVISE SUCH CHANGES. THE CONTRACTOR MUST ALSO PROVIDE LOAD TABLES, OR OTHER LITERATURE WHICH SPECIFIES SUCH CAPACITIES, AT THE ENGINEER'S, ARCHITECTS, OR OWNER'S REQUEST. 10. CONTRACTOR TO FURNISH BAR JOIST CERTIFICATIONS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT LOCATION. EXPANSION ANCHORS: POWERS WEDGE ANCHOR BOLTS BY PO WERSN. OWED FASTENERS ALL BY 11. FOR NET UPLIFT SEE NET UPLIFT PLAN. PROVIDE UPLIFT BRIDGING. ADHESIVE ANCHORS: ......................................... .. . .... . .... . ........ EPDXY TIE"(SET, ET, ETF) BY 12, ALL ITEMS SUSPENDED FROM JOISTS (I.E. CATWALKS, BALCONIES, OPERABLE PARTITIONS, SIMPSON, OR "POWER -FAST' BY ETC.) SHALL BE INSTALLED AFTER DEAD LOAD HAS BEEN APPLIED. POWERS 13. BOLTED TIE JOISTS (BTJ) ARE USED IN STEEL FRAMES WHERE COLUMNS ARE NOT FRAMED IN CONCRETE / MASONRY SCREWS: ............................... BY SIMPSON, "TAPPER" BY AT LEAST TWO DIRECTIONS WITH STRUCTURAL STEEL MEMBERS. JOIST(S) AT COLUMN LINES . .... ...."TITEN" SHALL BE FIELD BOLTED AT THE COLUMNS WITH TWO}Y2"O BOLTS TO PROVIDE LATERAL STABILITY POWERS, OR WEDGE BOLT BY DURING CONSTRUCTION. POWERS 14. STEEL JOISTS SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) POWDER ACTUATED FASTENERS (PAF):.............................POWDER ACTUATED FASTENERS BY WHERE EXPOSED TO VIEW. ALL OTHER AREAS INCLUDING THOSE WHICH WILL RECEIVE SPRAY -ON SIMPSON, OR "PINS" BY POWERS FIRE PROTECTION, SHOULD NOT BE PRIMED. ALL FASTENERS SHALL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER. WHERE 15..ANY STEEL JOIST WITHIN A 4'-0" DISTANCE FROM A PARALLEL SUPPORT SHALL BE FABRICATED EMBEDMENT DEPTH, SPACING, EDGE DISTANCE, OR END DISTANCE IS NOT SPECIFIED, THE IN SUCH A WAY THAT CAMBER OF THE JOIST WILL NOT CAUSE A PROBLEM INSTALLING THE METAL MORE STRINGENT SPECIFIED BY EACH FASTENER'S MANUFACTURER SHALL BE USED. ALL DECK. FASTENERS SHALL COMPLY WITH THE REQUIREMENTS SET BY THE GOVERNING BUILDING 16. IN THE EVENT THAT FIRE SPRINKLERS ARE REQUIRED FOR THIS PROJECT THE STEEL CODE, FABRICATOR SHALL PROVIDE A DIMENSIONED JOIST BRIDGING AND JOIST GIRDER BOTTOM CHORD BRACE PLAN ALONG WITH DETAILS TO THE SPRINKLER CONTRACTOR. THE FABRICATOR AND SPRINKLER CONTRACTOR SHALL COORDINATE WITH EACH OTHER TO ENSURE THAT ANY CONFLICTS ARE RESOLVED BEFORE A Y N FABRICATION BEGINS. ,',`j%i1111r1111,'' COMPOSITE FLOOR DECK INSTALLATION `�� Q,�11N VENT �*� 1. INSTALL TEMPORARY SHORING, IF REQUIRED, BEFORE PLACING DECK PANELS. ,�, *- • SF••• ,- 2. PLACE DECK PANELS ON STRUCTURAL SUPPORTS AND ADJUST TO FINAL POSITION WITH ENDS Unison �No 74146 • •• * = FOIGNED. ATTACH RM A SAFE WORKINGLY TO THE PLATFORM SUPPORTS IMMEDIATELY AFTER PLACEMENT IN ORDER TO al *WMW amen#p uc - -1�E - ` I '75 iv+ i Drawn by: MT Garcia d a f e : 11-21-2017 S-o 3. CUT AND NEATLY FIT DECK UNITS AND ACCESSORIES AROUND OPENINGS AND OTHER WORK PROJECTING THROUGH OR ADJACENT TO THE DECKING. FIRST FLOOR FRAMING PLAN 1/4"=1'-0" )ATION PLAN NOTES: V FLOOR SLAB SHALL BE 4" CONCRETE SLAB w/ 6x6 W1.4xW1.4 W.W.F. ON 10 MIL VAPOR BARRIER OVER CLEAN :TED, TERMITE TREATED, SUB GRADE (TYP.) FOOTING SHALL BE MIN. 12" BELOW ADJACENT FINISHED GRADE AND BOTTOM OF FOOTING LEVEL. SOIL BEARING Y = 2,500 PSF. SEE GEOTECHNICAL SOIL REPORT. _ CONSTRUCTION / CONTRACTION JOINTS IN THE SLAB AT INTERVALS NOT TO EXCEED 12'-0"o.c. IN EACH DIRECTION. SEE 6/S2.0" . ITINGS ARE CENTERED BENEATH BEARING WALLS AND COLUMNS, TYPICAL OR UNLESS NOTED OTHERWISE. NATE TOP OF SLAB WITH FINAL FLOOR FINISHES, SLAB RECESSES, AND FLOOR SLOPES. SEE ARCHITECTURAL PLAN FOR LEVATIONS. VDICATES 8" NOMINAL CONCRETE MASONRY UNITS w/ (1) #6 @ 24"O.C. (MAX.) IN GROUT FILLED CELL, UNLESS NOTED 4SE. _ #9 LADDER TYPE JOINT REINFORCING @ 16"o.C. (EVERY 2nd. COURSE) FOR CONCRETE MASONRY UNIT WALL. NATE THIS DRAWING w/ ARCHITECTURAL DRAWINGS FOR DOOR AND WINDOW. ONRY WALLS AND PILASTER SHALL BE RUNNING BOND - INTERLOCK - CONSTRUCTION. _ CORNER BARS AT FOOTINGS AT ALL CHANGE OF DIRECTION. SEE DETAIL 8/S2.0. _ (2) #4 x 4'-0" CRACK BAR AT SLAB MID -DEPTH AT ALL RE-ENTRANT CORNERS. 30LID CMU WALL OR CMU PIER COLUMN. ALL GLAZING RATING FOR POSITIVE / NEGATIVE ALLOWABLE WIND PRESSURE (0.6 w) IN PSF. Unison _- ftmt"Daoruc KERVINVE e PE #74M SMUMRa EWINEER RGMa•p� Sp16 H.9iRR 1iOM ], SllttlMli NAIIWtE %L]M0) XXIBOHB}PIIGTIML061�H®OM.VLCOM-i6L.: (3041 R➢BNE) N0 7 146 0 A' vvvv 0r • development inc a� U N U VENTURA michael a. ventura 304 indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com AA0003123 AR0f.161 2 v6 •• •••••• _ ] O • J ___l Q 2 W W Z W Q 0 M } M J U) > L.L zL_0LI W O> C:W(y O w r Z > z V) Y�o cY) z C)Q CY) 5 'CLI) U/� 0 co r revisions: Drawn by: MT Garcia date: 11-21-2017 TYPICAL ROOF DECK ATTACHMENT TYPE DECK SIZE ATTACHMENT 5/8"0 WELDS TYPICAL A 1,5Bx22GA, 36/7 PATTERN w/ (10) #10 TEK SCREWS NOTE: ATTACH DECK TO SUPPORTING STRUCTURE AT PERIMETER DISCONTINUITIES, AND END OF SHEETS w/ 6/8"0 PUDDLE WELDS @ 6" o.c. (MAX.). MECH. UNITS - MAX. SIZE & WEIGHTS LENGTH WIDTH HEIGHT WEIGHT LABEL (INCHES) (INCHES) (INCHES) (LBS.) MODEL RTU-1 50-13/16 47- 19/32 35- 15116 403 LBS RACA15024AJDOODAA I I I I I I -------f� -------------------I------------------- -----------�I I I— — — — — — — — — — — — — — — — — — — I I I I r� I I I I I I I I I I I I I i I I I I I L---------------------------- I�--------- ------ --LT --- I I I I I SEE NOTE 14b j II II II I 7 I I I I 4 I l i S3.0 I I I S3.1 r —�---- j -----T — — — — — — — — — — — — — — --------- Q W12x26 , W -- r � 1 VJ I UPLIFT BRIDGING I N �---- 3 I-- IIIm I 2 I -------- - in I I I I - - = - - - 2BB-1 (+12'-6„) I I 2BB-1 (+12'-6') Nu') I ' EMBED O II 1 PLATE'A' --� I y I EMBED ro S3.1 I I UPLIFT BRIDGING I ' ,-+ LATE'B' I II m — �SEE�JOTE 14b - I --- SEE NOT 14bQ1 I I ' W16x67 ' � �SESSI —7- -------- -------r---- — — UPLIFT BRIDGING C — N f I I i I 1 v I I � RTU-1— — —I I I I I I I I 1 I I N I o`I— S3.0 I I O I i �I i I OAl I I I i i i I Izo I I I � (V m N UPLIFT BRIDGING- '-2B-2 (+12'-6„) r----------------------1 I- L----- ---------------J - SEE NOTE 14aQ I -- - - -2B-1 (+12'-6") - - - - --- - EYEBROW 2B-1 (+12'-6") ELEV. +1111 II I I I I it I I II I I I f I I I I I I I I I I I I I I I I I I I I I I II I I I I I I II II II I I I I I I I I I I I I I I II II I I -j— +�----- I I I — — — — — — — — — I I I I I I I I I 1 1 I 1 I - -------------- ROOF FRAMING PLAN: 1 1. ROOF STRUCTURE SHALL BE METAL DECK 1.5B - 22GA. GALVANIZED G90 TYPE "B" METAL DECK ON S3.0 STEEL JOISTS WITH THE FOLLOWING DECK FASTENING PATTERN: 5/8"0 PUDDLE WELDS AT ALL EDGE & PERIMETER OF DISCONTINUITIES @ 6"o.c., AND 36f7 - PATTERN AT SIDELAPS. SEE ROOF ATTACHMENT DIAGRAM FOR ADDITIONAL INFORMATION. SEE ARCHITECTURAL PLAN FOR - INSULATION SPECIFICATIONS ON SELECTION OF VENTED OR NON VENTED METAL DECK. 2. PROVIDE CONTINUOUS L 4"x4"x1/4" AT ALL STEEL ROOF DECK PERIMETER. 3. STEEL JOISTS DESIGN CRITERIA: LL IS 30 Ib/sgft , DL IS 25 Ib/sgft. WHERE 'I IS DESIGNATED, JOIST DESIGNER SHALL INCLUDE THE INDICATED SUPERIMPOSED LOAD IN THE JOIST DESIGN. A, a. RTU LOADS: 1 5 D+ W= 110 Ib / ft (DOWNWARD) _ S3.0 0.6D+W=2601b/ft(UPLIFT) `-4 4. ALL STEEL JOISTS SHALL ALSO BE DESIGNED FOR UPLIFT AND POSITIVE WIND LOADS. REDUCE BY 5 PSF GROSS UPLIFT SHOWN ON S-5 TO OBTAIN NET UPLIFT. 5. (3) ROWS OF PERMANENT JOIST BRIDGING SHALL BE INSTALLED FOR ALL JOISTS, BRIDGING SHALL BE L 1Ya x 1y x 7/64 STEEL ANGLES. ADDITIONALLY, UPLIFT BRIDGING SHALL BE PROVIDED NEAR THE FIRST BOTTOM CHORD PANEL POINT AT EACH END OF EACH JOIST, THE SECOND AND THIRD SPACES FROM WALL / BEAM SHALL BE BRIDGING "I TYPE. ALL BRIDGING SHALL BE FURNISHED AND INSTALLED TO MEET THE SIZE AND SPACING REQUIREMENTS OF THE SJI - 1 STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOIST. ALL BRIDGING AND BRIDGING ANCHORS SHALL BE COMPLETELY INSTALLED BEFORE CONSTRUCTION LOADS ARE PLACED ON THE JOIST. 6. COORDINATE ROOF TOP OPENINGS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS FOR _ _ SIZE AND LOCATION. 7. SEE ARCHITECTURAL DRAWINGS FOR LIGHT WEIGHT TOPPING SPECS 8. INDICATES ADDITIONAL SERVICE LOADS IN KIPS (1000 Ibs = 1 KIP) TO BE INCLUDED IN THE DESIGN BY THE ROOF JOIST MFR. 9. INDICATES T.O. PARAPET AT ELEV. VARIES, SEE PLAN AND SECTIONS. 10, TOP OF CONC. COL = TOP OF PARAPET - TYP U.N.O. 11. PROVIDE PRE CAST LINTEL OR REINFORCED CONCRETE LINTEL WHERE BEAMS ARE NOT 12. DESIGNATED OVER OPENINGS. SEE REINFORCED CONCRETE LINTEL ,schEgiIL-E_�Fc it SEE DETAIL 1/S4.1 FOR ADDITIONAL FRAME AT OPENINGS ON STEEL 1ST ROOF SYSTEM. �Ai•r 13. SEE DETAIL 3/S4.1 FOR RTU ATTACHMENT DETAIL. L- Q 14. STEEL JOIST REACTIONS: A. DL = 1.6 Kips LL = 1.9 KIPS V =-2.5 KIPS B. DL = 0.84 Kips LL = 1.0 KIPS V = -1.3 KIPS IN *11rMEWIN on ROOF FRAMING PLAN �uc NTIJ A46 1/4"=1''O" STRUcN ENGINEEfl ftuM. QEIE X. STATE RI 7, SUITE �7, UUU i R.iAq U",.BTUJU1UMIDEB6NgGE W.RL.:=I. �tlt u.,l ENTUE 't , Nip �Ayn.t''4.T • • i� W'. OilZ� E OF W FLOP • development inc m u u VENTURA michael a. ventura 11870 w state rd 84 #C14 davie, florida 33325 phone: (954) 423-1362 ventura-architecture.com AA0003123 AROC) 1 61 52 I� r W ,CD z l/••�^) V M > M IS v/ / Z W -0 W O > c: W N p2N0 Z Z � Y 00 -5 M Z M Q :D MQ r V, W V IY� revisions: BLDG DPT. COMMENTS 01-19-2018 Drawn by: Pedro Rincon date: 11-21-2017 Simi • development inc #9 LADDER TYPE JOINT 8" NOM. REINFORCING @ 16"o.C. CMU WALL VERTICAL SPACING. REINFORCING BAR IN GROUT FILLED CELL. SEE PLAN FOR SIZE AND } SPACING. 1/2" EXP. JOINT. CONCRETE SLAB ON GRADE. SEE PLAN. @ ELEV.: SEE PLAN m x—x r—x—x—• FIN. FLR. SLAB SO ' ` : COMPACT CLEAN FILL. p_ Q d TERMITE TREATED. o T.O. FOOTING LL w = CONTINUOUS FOOTING. U) U SEE PLAN AND SCHEDULE. x - Uli.� III ' SEE FTG.TYP.)SCH. ( SECTION 11 2-0" (TYP.) _. . TOP BARS AS APPLICABLE FOUNDATION- ¢ WALL a / > o �- N \- 12 12 -CONTINUOUS WALL FOOTING. (REFER TO PLAN SCHEDULE) y 2'-0„ (TYP.) TYPICAL FOOTING STEP DETAIL SECTION �5 SCALE: 3/4"=1'-0" Ci WINDOW RECESS. SEE ARCH DWGS. ELEV: SEE ARCH. DWGS. WINDOW OPNG. UP TO 7' 8"x8" CONC. BEAM SILL w/ (2) #5 BAR CONT. EXTENDED 5" MIN INTO ADJACENT FILLED CELLS. WINDOW OPNG. LARGER THAN T-0": 8"x12" CONC. BEAM SILL w/ (2)#5 TOP & BOTT. AND 8" NOM. CMU WALL _ #3@12"o.c. STIRRUPS EXTENDED 8" MIN INTO ADJACENT FILL CELLS OR COLUMN. TYP. (1) #5 @ 40"o.c., MAX. IN GROUT FILLED CELL 1/2" EXP. JOINT. #9 LADDER TYPE JOINT CONCRETE SLAB ON REINFORCING @ 16"o.c. GRADE. SEE PLAN. VERTICAL SPACING. ELEV.: SEE PLAN FIN. FLR. SLAB w ✓ ". COMPACT CLEAN FILL. m O < TERMITE TREATED. W Cc T.O. FOOTING LL w = CONTINUOUS FOOTING. U -- SEE PLAN AND SCHEDULE. U } I M ~ r ¢3" CLR. TYP. * SEE FTG. SCH. (TYP.) r SCALE: 3/4"=1'-0" WELDED WIRE FABRIC - PREFAB 22 ga. GALV. STEEL FORM TO BE INSTALLED AS PER MANUFACTURER'S SPECS. — X X X i X X X X X— CONSTRUCTION JOINT DETAIL 1/8" WIDE, 1/4 SLAB DEPTH CUT ALTERNATE WIRE SAW CUT WITHIN 18 hrs. AT CONTROL JOINT — X X X X d'X X X X—� r SCALE: 3/4"=V-0" FILL SAWCUT WITH NON -SHRINK GROUT CONTRACTION JOINT DETAIL 0 8" CMU WALL (BEYOND) COORD. RECESS w/ARCH. DWGS. 2'-6" DBL. MESH 8"x8" THICKENED EDGE w/ (1) #5 BAR CONT. 1�2 � y EXT. FIN. GRADE. C7 0- LL L> wLu UU 3" CLR. TYP. d y v SEE FTG. SCH. (TYP.) ih SECTION SCALE: 3/4"=V-0" a CONCRETE SLAB ON GRADE. SEE PLAN. FIN. FLR. SLAB - COMPACT CLEAN FILL. ELEV: - V-4" TO. FTG. (U.N.O.) CONTINUOUS FOOTING (SEE PLAN FOR SIZE). L CONCRETE COLUMN (SEE PLAN SCHEDULE) 1/2" EXP JOINT. _ CONCRETE SLAB ON 6 MIL w w POLYETHYLENE VAPOR BARRIER o (SEE PLANS FOR SLAB THICKNESS & CL = REINF.). a EL.: 0'-0.' —r —: —x —x —x FLR. SLAB IL ~'k w w = U U a 3" CLR. TYP. Cl) SEE FTG. SCH. (TYP.) SECTION SCALE: 3/4"=1'-0" COMPACT CLEAN FILL. $EL.: 1 -4" TO. FTG. (U.N.O.) ISOLATED FOOTING (SEE PLAN FOR SIZE). r 3-0" DBL. MESH 3'-0" DBL. MESH (1) #5 CONT. - _ _ EL: SEE PLAN >s TOP OF CONC. LIJ LLI CL y. COMPACT CLEAN FILL. 8x8 MIN. CONT. THICKENED y 8' { EDGE. SEE PLAN & SCHEDULE. MIN. 3-0" DBL. MESH -SLOPE FIN. GRADE. EL.: SEE PLAN TOP OF CONC. COMPACT CLEAN FILL. 8x8 CONTINUOUS THICKENED EDGE. SEE PLAN & SCHEDULE. SECTION SCALE: 3/4"=V-0" #4 DWL x V-4" LG @ 16"o.c. VERTICALLY, SET W/ 2 PART EPDXY, 5" MIN EMBED INTO EXIST. GROUT FILLED CELL OR CONC. COL. STARTER COLUMN. f✓� EXISTING CMU SEE SCHEDULE. WALL / CONC. COL E ✓ MATCH EXISTING •` LL Lu co C)F- io 6„ DOWELS 3'-6" TOP & BOTT. REINF. % y - EXISTING FOOTING INTO EXISTING FOOTING AND SET w/ 2 PART EPDXY. SECTION SCALE: 3/4"=T-0" CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 36" LEG EACH WAY AT ALL FOOTINGS. MATCH AMOUNT OF CONTINUOUS BARS 36" MIN. EACH WAY i 0 Z O O w FOOTING FOOTING REINFORCEMENT. SEE SCHEDULE SECTION r8 VENTURA michael a. ventura 304 indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com AA0003123 r OV A R 0 0 1._6_-1 --2- V J m J J a NZ I..1� W Z t� V r co CO / ^^ v''\ J z W _0 W O> C: 0�CV p Z N 0 Z Z = vJ 0� M Z C'0 Q It Q r C—C U ® m r G 0— revisions: STRUCTURAL REVIEW APPROVED DAT 1/ID Drawn by: - MT Garcia date: 11-21-2017 Unison sguckm 00094 !LC KERVIN VENTURA PE #74146 - -- - STRUCTURAL ENGINEER FLW RE 28 Ol, MAR6 TE FL 1111f VN150NSTEUOTUR LDEs N�GMULCaM-TEL. M6129E44P MI EL.: VARIES T.O. PARAPET SEE PLAN 8" CMU PARAPET REINF. W/ (1) #6 @ 24" D.C. #9 LADDER TYPE JOINT REINFORCING @ 16" D.C. VERTICAL SPACING. ELEV: SEE PLAN i T.O. BOND BEAM �' 4" MIN. (VARIES) , BOND BEAM, SEE PLAN-- AND SCHEDULE 8" CMU WALL SECTION SCALE: 3/4"=1'-0" EL.: VARIES T.O. PARAPET SEE PLAN 8" CMU PARAPET REINF. W/ (2) #6 @ 24" D.C. SEE DET. 3/S4.0 #9 LADDER TYPE JOINT REINFORCING @ 16" D.C. VERTICAL SPACING. ELEV: SEE PLAN /ik T.O. CONC. BEAM CONC. BEAM, SEE PLAN AND SCHEDULE SECTION SCALE: 3/4"=V-0" 8"x8" BOND BEAM 8"x8" BOND BEAM W/ (2) #5 CONT. W/ (2) #5 CONT. EL.: VARIES T.O. PARAPET SEE PLAN L 4"x4"x4" CONT. W/ 3/4"0 x 6" LG. EXP. ' BOLTS @ 24"o.c. 8" CMU PARAPET REINF. W/ (1) #6 @ 24" D.C. _ #9 LADDER TYPE JOINT - METAL ROOF DECK. REFER TO REINFORCING @ 16" D.C. PLAN & NOTES FOR GAUGE, VERTICAL SPACING. TYPE, & FASTENING. ELEV: SEE PLAN T.O. BOND BEAM (V BEARING PL. 10"x4"xy" W/ 1/2"0 x6" LG. WELDED STUDS ('K' SERIES) BOND BEAM, SEE PLAN - AND SCHEDULE J� 8" CMU WALL STEEL JOIST, SEE PLAN _ FOR SIZE & SPACING. �1 SCALE: 3/4"=1'-0" 8"x8" BOND BEAM W/ (2) #5 CONT. L 4"x4"xY" CONT. w/ 3/4"0 x 6" LG. EXP. BOLTS @ 24"o.c. 1/2; _ 1 /2"O PEEP - - -0 HOLE o' v O BEARING PL 10"x4"xY2' w/ 1 /2"0 x 6" LG. WELDED STUDS \ ('K' SERIES) a\ _30 L 4"x4"XY4" CONT. 3/16" TYP. 3/16" METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. UPLIFT BRIDGING. SEE PLAN FOR SIZE & SPACING. STEEL JOIST. SEE PLAN FOR SIZE & SPACING. T.O. PARAPET SEE 'V PLAN 8" CMU PARAPET REINF. W/ (2) #6 @ 24" O.C. SEE DET. 3/S4.0 METAL ROOF DECK. REFER TO #9 LADDER TYPE JOINT PLAN & NOTES FOR GAUGE, REINFORCING @ 16" D.C. TYPE, & FASTENING. VERTICAL SPACING. ELEV: SEE PLAN - T.O. CONC. BEAM <N 8" CONC. EYEBROW REINF. W/ # 4@8"o.c. TOP & BOTT. SHORT WAY AND #4 @12"o.c. TOP & BOTT. STEEL JOIST. SEE PLAN LONG WAY ALL REBAR HOOKED FOR SIZE & SPACING. JL Z \ 5 L4"x4"x 1/4" w/ 3/4" DIA. POWERS WEDGE BOLTS @ 24" D.C. SPLICE WELD DECK ANGLE TYP. - SEE DECK ANGLE SPLICE DETAIL METAL ROOF DECK. REFER TO PLANS & NOTES FOR GAUGE, TYPE, & FASTENING. L 4x4xY" x JOIST DEPTH w/ (4) 3/4" EXP. ANCHORS - PROVIDE NOTCH TO ALLOW FOR CONT. ANGLE CONC. BEAM, SEE PLAN AND SCHEDULE SECTION METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. CONCRETE BEAM/ CONC. COL. / GROUT FILLED CELL JL \ J1 — T STEEL JOIST. SEE PLAN FOR SIZE & SPACING. UPLIFT TYP BRIDGING 1/8 HORIZ. BRIDGING STEEL JOIST. SEE PLAN FOR SIZE & SPACING. TYPICAL HORIZONTAL BRIDGING CONNECTION SECTION 1 SECTION SCALE: 3/4"=1'-0" Olt) SCALE: 3/4"=1'-0" EL.: VARIES T.O. PARAPET SEE �' ,- PLAN 8"x8" BOND BEAM W/ (2) #5 CONT. 8" CMU PARAPET REINF. W/ (1) #6 @ 24" D.C. #9 LADDER TYPE JOINT REINFORCING @ 16" o.C. VERTICAL SPACING. ELEV: SEE PLAN A T.O. BOND BEAM ; 4" MIN. -- (VARIES) , i BOND BEAM, 8X16 W/ (2) #5 EA. COURSE 'U' OR'Z' TYPE RIGID STEEL _ ANCHOR 16 GA 1 1/2"x 12" LONG SPACED @ 24"o.c. (AT REINF. FILLED CELLS) 8"x8" BOND BEAM W/ (2) #5 CONT. L 4"x4"XY4" CONT. 3/16" 3/16" TYP. METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. �Z UPLIFT BRIDGING. SEE PLAN FOR SIZE & SPACING. STEEL JOIST. SEE PLAN FOR SIZE & SPACING. SECTION TYP. 1/4 STEEL BEAM. SEE PLAN SECTION SCALE: 3/4"=V-0" 8"xB" BOND BEAM W/ (2) #5 CONT. EL.: VARIES T.O. PARAPET SEE PLAN 8" CMU PARAPET — L 4"x4"xY4" CONT. L 4"x4"XY4" CONT. REINF. W/ (2) #6 @ 24" D.C. w/ 3/4"0 x 6" LG. EXP. SEE DET. 3/S4.0 BOLTS @ 24"o.c. 3/16" TYP. 3/16" METAL ROOF DECK. REFER TO - METAL ROOF DECK. REFER TO #9 LADDER TYPE JOINT PLAN & NOTES FOR GAUGE, PLAN & NOTES FOR GAUGE, REINFORCING @ 16" D.C. TYPE, & FASTENING. TYPE, &FASTENING. VERTICAL SPACING. j ELEV: SEE PLAN jk - T.O. CONC. BEAM BEARING PL. 10"x4"XY2" w/ 1/2"0 x6" LG. WELDED STEEL JOIST. SEE PLAN STUDS ('K' SERIES) FOR SIZE & SPACING. JL UPLIFT BRIDGING. SEE PLAN FOR 8" CMU WALL SIZE & SPACING. STEEL JOIST. SEE PLAN CONC. BEAM, SEE FOR SIZE &SPACING. PLAN AND SCHEDULE 3 L 6"x4"x1/4" CONT. W/ 3/4" 0 x 6" LONG SIMPSON TITEN HD @24"o.c. 3/16" TYP. 3/16' METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. UPLIFT BRIDGING. SEE PLAN FOR SIZE & SPACING. _STEEL JOIST. SEE PLAN FOR SIZE & SPACING. L2"x2"x1/8" "X-BRACE" - SEE PLAN w/ 1/2"0 A307 1/4 TYP. TYP_ THRU BOLT, TYPICAL. — — — — h ELEV: SEE PLAN a - ° TO. STEEL BEAM CONCRETE BEAM/ CONC.COL. / ``\\\ GROUT FILLED CELL L 4x4x1 /4" w/ (4) 3/4"0 _L 2"x2" XY4" BRACE. POWERS WEDGE BOLTS, TYPICAL AT EVERY 5" EMBED. OTHER JOIST. SEE PLAN FOR BRIDGING SIZE. STEEL BEAM. SEE PLAN HORIZONTAL BRIDGING ANCHORAGE AT "K" JOISTS �o SECTION SQ !1 SCALE: 3/4"=V-0" S3.O SECTION SCALE: 3/4"=1'-0" CONCRETE BEAM / CONC, COL. /GROUT FILLED CELL SECTION ► s SCALE: 3/4"=T-0" L4"x4"x 1/4" w/ 3/4" DIA. POWERS WEDGE BOLTS @ 24" D.C. SPLICE WELD DECK ANGLE TYP. - SEE DECK ANGLE SPLICE DETAIL 1-3"x3"x1/4" @ 12"o.c. EA. SIDE OF JOINT - WELD DECK TO ANGLE METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. RTN. x1'-0" LG. 1" RTN. DECK ANGLE SPLICE DETAIL AT PANEL JOINTS SECTION STEEL JOIST. SEE PLAN FOR SIZE & SPACING. JL ■ development inc 0 D 117 t U N U VENTURA michael a. ventura 304 Indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 V jI? AR001 h —2 CD 0 J m J N2 11 W Z�// LL r rQ V � _ M VJ / Z W -0W O C: N p Z N 0 Z Z = vJ UD Y 0M 0 Z Of co Q W �MQM�C-C^U^ 0 revisions: Drawn by: MT Garcia date: 11-21-2017 �unuq� 11. VENT �'1,�e r� 146 4 E��1, j�F :4<U: Itt P : .`-r S300 1r6" - HORIZ. BRIDGING STEEL JOIST. SEE PLAN ■ development inc . JOIST. SEE PLAN IZE & SPACING. SECTION ( i SCALE: 3/4"=1'-0" S3 HSS 6x2x1/4 -- %" CDX EXT. RATED PLYWOOD W/ CONT. 6"x 16ga, 600 T150-54 #10 TEK SCREWS OR SELF TRACK w/(2) 0.177"0 TOP HAT DRILLING SCREWS TO STUDS OR PINS TO STEEL & w/(2) #10 TEK STEEL @ 8"o.c. & @ 6"o.c. AT ALL SCREWS TO EACH STUD - EDGES -TYP. CONT. TOP & BOTT. O 1 /4 STEEL JOIST. SEE PLAN FOR SIZE & SPACING. STEEL FOR SIZE & SPACING. �� 6"x18 GA, 600 S162-48 STUDS AT 16"o.c. TYP. TRACK FASTENED TO "W" CDX EXT. RATED PLYWOOD W/ BEAM w/ (2) - 1-1/2" #10 TEK SCREWS OR SELF N SIM PENETRATION N DRILLING SCREWS TO STUDS OR @ 16" o. PDP -SPACED c. @ STEEL @ 8"o.c. & @ 6"o.c. AT ALL EDGES-TYP. 1/4" STIFFENER W8x31 SECTION SCALE: 3/4"=1'-0" EXIST. WALL TO REMAIN SECTION SCALE: 3/4"=1'-0" NEW L5x5XY2" w/ WO x 6Yz" LONG SIMPSON TITEN HD SPACED @16"o.c. MAX. AND 8.,o.c. FROM END. -AL IE PLAN FOR TION NEW STEEL JOIST L 5"x3"x1/4" CONT. w/ 3/4"0 x 6" LG. SIMPSON TITEN HD @ 18"o.c. MAX. METAL ROOF DECK. REFER TO PLAN & NOTES FOR GAUGE, TYPE, & FASTENING. JL CONC. BEAM AS PER PLAN 8" CMU WALL w/ #9 LADDER TYPE JOINT REINFORCING @ 16"o.c. VERTICAL SPACING. SECTION SCALE: 3/4"=1'-0" M� 5/8"0 PUDDLE WELD @ 6" O.C. MAX. STEEL JOIST. SEE PLAN FOR SIZE & SPACING. STRUCTURAL. RE 'IE APPROVED_,... �-- DAT9i Unison c - - KERVIN VENTURA PE 974148 - -- 5TRUCTURAL ENGINEER RWN-3 UNISON—i U—Do GNQt W1 LCM e¢L,iGL¢2PU481 VENTURA michael a. ventures 304 indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 12 3 fit sG�2017 A R 0 0 1 6-1 , m J J Q 2 W° W Z r r Q c� r M CO (nF — WLL W < V) Z WW WW p/_ I� Z N O r Z Z I� c) M Z CM Q Z)Qr--U C] 60 revisions: Drawn by: MT Garcia date: 11-21-2017 S301 • development inc PLAN VIEW MASONRY PRIVACY WALL CONTROL JOINT DETAIL. DETAIL #9 LADDER TYPE CMU HORIZONTAL CMU WALL JOINT REINF. SHALL EXTEND INTO t VARIES CONCRETE COLUMN A MINIMUM OF 6" (TYP. AT ALL LOCATIONS) - CMU WALL TIES PER VERTICAL REINF. COLUMN PER COLUMN SCHEDULE SCHEDULE LAP SPLICE = 48 BAR DIAMETER CONCRETE COLUMN DETAIL DETAIL SCALE: 3/4"=1'-0" 1 .•. 4` ...., ., 1, 1 1 1 1 I � 1 b 1 1 t � / 1 1 ■ DETAIL SCALE: 3/4"=1'-0" #9 LADDER REINFORCING AT EVERY OTHER COURSE RUNNING BOND MASONRY CONSTRUCTION BLOCK UNITS SHALL TIE ALTERNATELY AT WALL INTERSECTION VERTICAL REINFORCING IN GROUT FILLED CELL. SEE PLAN & NOTES. 1 1 1 +>I i 1 i 1 Al I r 1 1 i 1 - i 1 1 1 f DETAIL SCALE: 3/4"=1'-0" RUNNING BOND MASONRY CONSTRUCTION BLOCK UNITS SHALL TIE ALTERNATELY AT WALL INTERSECTION N�a w q (2) VERT. BARS c�1' II = — SEE NOTE BELOW. NOTE: REINFORCING INDICATED AS TWO BARS PER CELL SHALL BE POSITIONED EACH FACE USING DUR-O-WAL'DA816' REBAR POSITIONER OR APPROVED EQUAL. POSITIONER TO BE PLACED AT TOP OF FIRST COURSE EA. FLOOR, BELOW THE LAST COURSE EA. FLOOR AND AT MAXIMUM SPACING OF 200 x BAR DIAMETER (INCHES) DOUBLE REINFORCED MASONRY WALL DETAIL DETAIL SCALE: 3/4"=1'-0" CONC. TIE BEAM TYP. REINF. SEE PLAN. HOOK REINF. INTO FOUNDATION IF NO WALL BELOW. OTHERWISE REINF. FROM WALL BELOW. NOTES: 1. PROVIDE TRUSS TYPE 9 GAGE WIRE HORIZONTAL JOINT REINF. @16"o.c. EVERY OTHER COURSE. 2. PROVIDE MATCHING VERTICAL BAR FOR FULL HEIGHT AT WALL ENDS. 3. ALL CELLS WITH REINFORCEMENT MUST BE GROUTED SOLID. SECTION SCALE: 1/2"=1'-0" CAST IN PLACE REINFORCED CONCRETE TIE BEAM - SEE PLAN FOR SIZE & REINF. PLACE METAL LATH OR WIRE SCREEN OVER CORES NOT TO BE FILLED (SHEET METAL AND FELT IS PROHIBITED) VERTICAL REINFORCING -- w/MATCHING DOWELS IN FOUNDATION - SEE PLAN FOR SIZE AND LOCATION GROUT FILLED CELL - PLACE AND CONSOLIDATE GROUT IN 5 ft. LIFTS. LADDER TYPE REINFORCEMENT AT 16" o.c. STARTING AT FIRST COARSE ABOVE FOUNDATION - SEE PLAN FOR SIZE - LAP SPLICES 6" - USE PREFABS L's AND T's AT WALL INTERSECTIONS 8"x8"x16" - CONCRETE MASONRY UNITS LAP REINF. WITH WALL ABOVE. (IF WALL ABOVE EXISTS) SEE PLAN FOR REINF. CONC. TIE BEAM / TOP OF FOUNDATION (TYP.) 0 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) REINFORCED FILLED CELL SEE PLAN FOR SIZE AND SPACING. 8"x8"x16" CONCRETE MASONRY UNITS TYPICAL DUR-O-WALL DETAIL DETAIL SCALE: 3/4"=1'-0" / FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS - FOUNDATION TYPICAL REINFORCED MASONRY WALL CONSTRUCTION DETAIL DETAIL N. 9 GAUGE DUR-O-WALL HORIZONTAL REINFORCEMENT EVERY OTHER COURSE (LADDER TYPE) VIEW STRUCTURA�RE L'- ApPROJED VENTURA michael a. ventura 304 indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com AA0003123 A R 0 C 1 6 -1 5-- 0 M� W J J 2 W NZ L.L r fQ V � M CO ^ / Z W -0 W ry _i z . CV =O Z >- z lf7 Y�o cY) z C) Cy) Q 5 U M W r A Drawn by: MT Garcia date: 11-21-2017 S400 • development inc 5x16GA CEE AETALSTUDS @12"o.c. POIN I LUAU : - L 2"x2"x1/4" TO JOIST PANEL POINTS - EACH SIDE OF JOIST NOTE: NOTE: WHEN POINT LOAD DOES NOT BEAR ON A WHEN POINT LOAD DOES NOT BEAR ON A JOIST PANEL POINT INSTALL (2) L 2"x2"x1/4" JOIST PANEL POINT INSTALL (2) L 2"x2"x1/4" STRUTS FROM BEARING POINT TO TWO STRUTS FROM BEARING POINT TO TWO NEAREST PANEL POINTS ON TOP CHORD NEAREST PANEL POINTS ON BOTTOM OF EXIST. JOIST. (ONE EACH SIDE OF CHORD OF JOIST, (ONE EACH SIDE OF JOIST) JOIST) FRAMING DTL. AT OPNGS. SCALE: N.T.S. NOTE: 1. ROOF OPENING - SEE ARCHITECTURAL AND MECHANICAL DWGS. FOR SIZE AND LOCATION. COORDINATE FRAME DIMENSIONS W/ ACTUAL EQUIPMENT PURCHASED FOR INSTALLATION. 2. FOR MISC. ROOF OPENINGS - 12" OR SMALLER (EXAMPLE: PIPING CHASE, ETC. FRAME WITH L2 1/2 x 2 1/2 x 3/16 IN LIEU OF L5x5x 5/16 - SEE BELOW FOR DETAIL 3. WHEN JOIST BRIDGING INTERFERES w/ ROOF OPENING FRAMES STOP BRIDGING AT EACH SIDE OF OPENING AND REPLACE w/ TWO RUNS OF BRIDGING EACH SIDE OF OPENING EXTEND ADDITIONAL BRIDGING ONE SPACE EACH SIDE OF OPENING. (L OF JOIST/BEAM OF JOIST/BEAM L 5"x5" x 5/16 io io LO Lf) OPENING x x JI 'J L 5"x5" x 5/16" PLAN - L 5"x5"x5/16" x 6" LG. TYP. 1 /4" 'L SECTION �- -- NOTE: BRACING NOT SHOWN FOR CLARITY J SEE DETAIL #/S-#.0 FRAMING DETAIL AT OPENINGS. 2 SCALE: N.T.S. S4 10„ -, 1y2,. 7" 1y2' 114 e e o 518" THK. 10"x10" w/ (4) 5/8"0 x 6-1/2' yN LG. SIMPSON TITEN HD INTO CONC. OR GROUT FILLED CELL SECTION 'A' - 'A' 8x12 CONC. CAP (AT BRACE LOCATION X 2FT LONG) W/ (2) #5 TOP & BOTT. AND (4) #3@6"o.c. STIRRUPS AT BRACE LOCATION. ARCHITECTURAL- 16GA TRACK FASTENED W/ CORNICE 0.177 POWDER ACTUATED FASTENERS INTO STEEL GC TO PROVIDE (2 TUBE @8"o.c. AND W/ (2) #10 DBL REINFORCE TEK SCREWS TO EA. STUD, MASONRY WALLS TYP. TOP & BOTT. STEEL HSS FRA CONNECTIN /ERTICAL BRACE ISS5X3X3/16 ISS5x3x3/16 (L.S.H.) 'A' SECTION SCALE: 3/4"=V-0" WALL& WINDOW PRESSURE SCHEDULE PRESSURES INDICATED IN THIS TABLE ARE USE THIS TABLES FOR CALCULATED SERVICE PRESSURES (0.6W) IN PRODUCTS WITHOUT NOA ACCORDANCE WITH ASCE 7-10 Kd = 1.0 a=4.30' a=4.30' O WALL ELEVATION AREA (A) ZONE#4 ZONE#5 '. +43.13 +43.13 < 19 sqft - 46.72 - 57.50 +41.22 +41,22 20 sqft < A s 49 sqft - 44.81 - 53.69 + 38.69 + 38.69 50 sqft < A <- 99 sqft - 42.28 - 48.63 + 36.72 + 36.78 100 sqft < A - 40 37 - 44.81 V= 175 MPH EXPOSURE"C" RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT = ± 0.18 ROOF WIND PRESSURE SCHEDULE PRESSURES INDICATED IN THIS TABLE ARE CALCULATED SERVICE PRESSURES (0.6W) IN ACCORDANCE WITH ASCE 7-10 -4.30' a 4.30 Kd=1.0 o� - M m\ G�4 2"x4" NAILER UNIT CURB SECTION O USE THIS TABLES FOR PRODUCTS WITHOUT NOA AREA (A) ZONE #1 .ZONE#2 - ZONE#3 +19.17 +43.13 +4313 < 19 sqft - 47.12 79.06 79 06 + 17.97 + 41.22 + 41.22 20 sqft < A 5 49 sqft - 45.92 - 70.66 - 70.66 + 16.38 + 38.69 + 38.69 50sqft < A <_ 99sqft _ 44.33 - 59.53 - 59.53 + 15.17 + 36.78 + 36.78 100 sqft < A - 43.13 - 51.11 - 51.11 V= 175 MPH EXPOSURE"C" RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT =± 0.18 UNIT BASE RAIL #10 TEK SCREWS @ 8"o.c. AND 4" FROM EA. CORNER. PROVIDE METAL SPACERS WHEN REQUIRED. START AT 4" PUDDLE WELD FROM EA. @ 8"o.c. CORNER L 5"x5" ANGLE SUPPORT. SEE TYP. R.T.U. FRAMING SUPPORT DETAIL. 5/8" EXT. RATED PLYWOOD SHEATHING W/ 1Od NAILS x 2 1/2" LONG @6"o.c. AND AT 4"o.c. AT EDGES AND W/ #10 SELF 4'-0" MAX. SEE ARCH SCREWS x 1 1/2" LONG TO STEEL @8"o.c. 16GA TRACK FASTENED W/ 0.177 POWDER ACTUATED FASTENERS INTO STEEL TUBE @8"o.c. AND W/ (2) #10 TEK TO EA. STUD 3116 3116 R ^ / O° 7I Y -- NI HSS 5x3x3/16 HSS5x3x3/16 (L S.H.) - PARAPET WALL 53� ,Z9 0� o��tio GC TO PROVIDE (2) CELLS ° DBL REINFORCED AT �O I MASONRY WALLS WHERE STEEL HSS FRAME IS NeYI CONNECTING N° A/ PLAN VIEW WALL& WINDOW PRESSURE SCHEDULE PRESSURES INDICATED IN THIS TABLE ARE USE THIS TABLES FOR CALCULATED SERVICE PRESSURES (0.6W) IN PRODUCTS WITH NOA ACCORDANCE WITH ASCE 7-10 Kd = .85 a=4.30' a=4.30' O WALL ELEVATION ZONES DIAGRAM AREA (A) ZONE # 4 ZONE # 5 + 36.66 + 36.66 < 19 sqft - 39.71 - 48.88 20 sqft < A s 49 sqft + 35.04 + 35.04 - 38.09 - 45.63 + 32.89 + 32.89 50 sqft < A <- 99 sqft - 35.94 - 41.34 + 31.26 + 31.26 100 sgft < A F�- 34.32 - 38.09 V= 175 MPH EXPOSURE"C" RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT=± 0,18 ROOF VAND PRESSURE SCHEDULE PRESSURES INDICATED IN THIS TABLE ARE CALCULATED SERVICE PRESSURES (0.6W) IN ACCORDANCE WITH ASCE 7 10 =4.30430* a ,(`�,/. -13 ��+3-�[ ' ,�// / f O USE THIS TABLES FOR PRODUCTS WITH NOA Kd = .85 AREA (A) ZONE # 1 ZONE # 2 ZONE # 3 + 16.29 + 36.66 + 36 66 < 19 sqft - 40.05 - 67.20 67 20 + 15.27 + 35.04 + 35.04 20 sgft < A <- 49 sqft - 39.03 - 60.06 - 60.06 + 13.92 + 32.89 + 32.89 50 sqft < A <- 99 sqft _ 37,68 - 50.60 - 50.60 + 12.90 + 31.26 + 31., 100sqft < A - 36.66 - 43.45 - 43.45 V= 175 MPH EXPOSURE"C" RISK CATEGORY: II INTERNAL PRESSURE COEFFICIENT = ± 0.18 10" t 7 1/2" 3/4" Al/2" Zr (6) 3/4"0 x 7 1/2" WELDED HEADED STUDS ' CONC. FACE (1) #4 TIE AT EACH ROW OF STUDS -TYP. SjF ELEVATION SECTION �P �o�Eo PLATE "A" P �� 1-4 2, 8" 6 N Ln (D w Zo Z 0 f � ELEVATION DETAIL SCALE: 3/4"=V-0" 7 112' y_ EQ. EQ i b E7 a ---- CONC.FACE (1)#4TIE AT l EACH ROW OF STUDS -TYP. ELEVATION SECTION PLATE "B" 5" 3/4" - (6) 3/4"0 x 5" WELDED HEADED STUDS (1)#4TIE AT EACH STUD. PLAN VIEW a� u N u O VENTURA michael a. ventura 304 indian trace ste. 391 weston florida 33326 phone : (954) 423-1362 ventura-architecture.com A A 0 0 0 3 1 2 3 5 3 - V _ A R J 0, 1 -6--1 5--2.- V m J J Q _NN W r ran V � M � M / �.L z W -0W 0 C: W N p Z N 0 � z z r � Y �W o cce) Z 1._ Q co CQC U m r G revIsIons: Drawn by: MT Garcia date: 11-21-2017 %J`'�N 1 V ENT Unison tic 7 46 Xf*: 1 KERVINVENTURA PE #74146ff S1`Q7 �pEy �•R(/� . :S4m STRUCTURAL ENGINEER F LV • � „MM E�L U1;1s-- ++wr • development inc FACE CONCRE TERMINATE VERTICAL COLUMN REINFORCING WITH HOOK WHERE APPLICABLE SEE I,, I TENSION EMBEDMENT STANDARD HOOK �w ¢Il- mW N s TYPICAL TENSION EMBEDMENT DETAIL DETAIL SCALE: 3/4"=V-0" 5 LAP SPLICE SCHEDULE fc = 4000 PSI, NORMAL CONC. TOP BARS OTHER BARS BAR LAP CATEGORY CATEGORY SIZE CLASS 1 2 1 2 LD 18 28 14 21 #3 LT2 24 36 18 28 -- LD 25 37 19 28 #4 LT2 32 48 25 37 LD 31 46 24 36 #5 LT2 40 60 31 46 - - LD 37 55 28 43 #6 LT2 48 72 37 55 - LD 54 81 42 62 #7 LT2 70 - 105 54 - - 81 - LD 62 92 47 71 #8 LT2 80 120 62 92 LD 69 104 53 80 #9 LT2 90 135 69 104 TIE SPACING SEE I S HEDULE L SEE } SLAB PLAN 4� FOUNDATION BAR DIAMETERS VERT.COLUM REINFORCING SEE SCHEDULE SPLICE LENGTH SEE ACI 318 VERT. COLUMN REINFORCING SEE SCHEDULE SPLICE LENGTH SEE ACI 318 DOWELS SHALL BE SAME SIZE & NUMBER AS COL. REINF, SEES HEDULE SLAB FOUNDATIO TYP. COLUMN REINFORCING DETAIL DETAIL ":2� SCALE: 3/4"=1'-0" S5.1 TENSION EMBEDMENT LENGTH (with std. hook) SCHEDULE BAR fc = 3000 psi fc = 4000 psi fc = 5000 psi SIZE TOP 12" BOT 8" TOP 10" BOT 7" TOP 9" BOT 6" # 4 # 5 14" 10. 13" 9'- 12 81. # 6 17" 12" 14" 10" 13" 9" -ill, # 7 _ 20' 14" 17" 12" - 16 #8 23" 20" 14" _ 17" 12" 16" # 9 26 18" 21" 151, 20 14 LAP SPLICE SCHEDULE fc = 5000 PSI, NORMAL CONC. TOP BARS OTHER BARS BAR LAP CATEGORY CATEGORY SIZE CLASS 1 2 1 2 LD 17 25 13 19 #3 LT2 22 32 17 25 LD 22 33 17 25 #4 LT2 29 - 43 22 - 33 #5 LID 28 41 21 32 LT2 - 36 54 28 41 - - LID 33 50 25 38 #6 LT2 43 -65 - 33 50 - LD 48 72 37 56 #7 LT2 63 94 48 -72 #8 LD 55 83 42 64 LT2 72 108 55 83 LID 62 93 48 72 #9 LT2 81 121 1 62 1 93 k 101, 7 1/2" 3/4" r - i 1 1/2" 7„ 1 1/2" -J--f- _ (6) 3/4"0 x 7 1/2" WELDED HEADED STUDS r t (V N CONC. FACE (1) #4 TIE AT EACH ROW OF STUDS -TYP. ELEVATION SECTION PLATE "All 71/2" t a" S^ 2 1 EQ. EQ. 3/4" - -- (6) 3/4"0 x 5" WELDED HEADED STUDS ---0 - 0._- CONIC. FACE (1) #4 TIE AT EACH ROW OF- STUDS-TYP. ELEVATION ELEVATION SECTION PLATE 1e1311 FOOTING SCHEDULE q=3000psf MARK SIZE VV X'D' REINFORCING REMARKS TE-1 WF-24 8" x 8" x CONT. (1) #5 MID DEPTH 24"x CONT x 12" (3) #5 CONT BOTT (1) #5 CONT TOP, PLUS #4 @ 12"o.c. TRANSV. BOTT. WF-32 WF-48 F-40 32"x CONT. x 12" 48"x CONT. x 12" 4,-0„ x 4,_0" x 12" (4) #5 CONT. BOTT., (4) #5 CONT. TOP, PLUS #4 @ 9'o.c. TRANSV TOP & BOTT (4) #5 CONT. BOTT., (4) #5 CONT. TOP, PLUS #4 @ 9"o.c. TRANSV. TOP & BOTT -- - - - (5) #5 BOTT. EA. WAY - - INOTES: FOOTING INDICATED IN FLOOR PLAN w/ "M" MEANS THAT FOOTING CAN BE POURED MONOLITHICALLY w/ SLAB ON GRADE. "D" k L LUMN SCHEDULE NOTES: HE SCHEDULED SIZES ARE MINIMUM STRUCTURAL SIZES FOR REINFORCING STEEL FABRICATION ADDITIONAL CONCRETE MAY BE REQUIRED FOR ARCHITECTURAL POSES OR TO REACH WINDOW OR DOOR JAMB. ALL OVERALL COLUMN SIZES SHALL BE VERIFIED WITH ARCHITECTURAL PLANS PRIOR TO FORMING. (1)#4 TIE AT EACH STUD. PLAN VIEW CONC.EDGE 2" 2" 5, 3/4" 8 < v - - (4) 3/4"0 x5" STUDS ELEVATION SECTION PLATE 1eC 1 1/2' 1 1/2" 9" i 1/4 0 fV 5/8" THK. 10"x10" w/ (4) 5/8"0 x 6-1/2" LG. SIMPSON TITEN HD INTO CONC. OR GROUT FILLED CELL PLATE "D" COLUMN SYMBOLS �# COLUMN BELOW S�1 COLUMN ABOVE i VENTURA michael a. ventura 304 Indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com A A 0 0 0 3 12 3 T A R 0 _a 1 _6-_1 ? __ 0 —j W J Q r 0. W z V � M M W �— W LL Z Q C) z W -0 W O> C: fr-04 p Z N LLJ z: _z=zU)r- Y C) M Z M Q � �QM� Ir- 0 ® W r 0— revisions: Drawn by: MT Garcia date: 11-21-2017 V E oe d" (� V 7 -4 E Unison KERVIN VENTU1 Yy"�••, OF • (V z0 FE O74146 3/ S50 STRIIL URAL ENGINEER `-"yC\P'^\��sR r,swresmLEo.are n. 291 Nrr1q-wl•'^^�I"l'^'� �d� "xisoxs.x"muruLocslcx®sMal TEL rxs uo-wm • development inc 8x12 TYPICAL BEAM BLOCK COURSES OVER SEE SCHEDULE FOR PRECAST LINTEL w/ #4 REINF @ 32"o.c. SEE I I - ►- I I I I I I I f-4 d _� — - 1 PRE CAST LINTEL w/(1)#5 r I' - -= 4„ I OPENING I MIN. BEARING ALTERNATIVE: GC MAY ELECT TO POUR THIS BEAM FULL HEIGHT WITHOUT AN INTERMEDIATE BLOCK LAYER OR PRECAST LINTEL. PROVIDE (2) #5 TOP AND BOTTOM AND (1) INTERMEDIATE HORIZONTAL LAYER OF (2) #5 MUST BE PROVIDED PER EVERY 16" OF CONCRETE DEPTH. #3 TIES @12"o.c. MUST BE PROVIDED FULL HEIGHT. TYP. PRE CAST LINTEL ('PCL') OVER OPENINGS PRE CAST LINTEL SCHEDULE WIDTH DEPTH (MIN.) CLEAR SPAN FT. REINFORCING TOP MID BOTT. 8" OR 12" --8" OR 12" 8" OR 12" 8" 16" 24" UP TO 4' 0" 4'-1" TO T-6" T-7" TO 12'-0" (2) #5 (2) #5 - (2) #5 (2) #5 (2) #5 (2) #6 PROVIDE 8" MINIMUM BEARING AT EACH SIDE OF OPENING CAST IN PLACED REINFORCED CONCRETE LINTEL SCHEDULE WIDTH DEPTH CLEAR SPAN REINFORCING TIES TOP BOT (MIN.) FT. 8" OR 12" -8" 12" S-0' TO 7-0" -- -- (2) #5 - - (2) #5 -- #3 @ 5"o.c. - OR 12" 16" T-0" TO 12' 0" (2) #5 -- (2)#6 #3 @ 6"o.c. 8" OR 12" 20" 12' 0" TO 16'-0" (2) #7 (2) #8 #3 @ 6"o.c. 8" OR 12" 24" 16-0" TO 20'-0" (2) #7 (2) #8 #3 @ 8"o.c. PROVIDE 8" MINIMUM BEARING AT EACH SIDE OF OPENING DETAIL SCALE: 3/4"=V-0" (1) #5 w/ 30" HOOK TYPICAL. BOND BEAM RE BOND BEAM. SEE PLAN & SCHEDULE, TYPICAL. BOND BEAM REINF, BOND BEAM. SEE PLAN & SCHEDULE. BOND BEAM ELEVATION CHANGE DETAIL SCALE: 3/4"=V-0" FILLED CELL REINF. SEE PLAN. 0 STIRRUPS #3 @ 12"o.c. TYP TIE BEAM REINF w/ (2) #5 TOP AND BOTT., STIRRUPS (4) ADDITIONAL (2) #5 @16"o.c. #3 @ 12"o.c. EA. END AND MAX.VERTICAL SPACED, BALANCE @ 48"o.c. ONE EACH FACE SE� C_- - ______ ____ _________ ----- C- DETAIL (1) #6 x T-6" x T-6" CORNER BAR, TOP AND BTM. (2 TOTAL). m m BB- BOND BEAM @ CORNER REINFORCEMENT LAYOUT. (1) #5 x T-0" x 3'-0" CORNER BAR AT EACH LAYER OF REINFORCING, EACH FACE. CORNER BARS a- INTERSECTION PLAN DETAIL SCALE: 3/4"=1'-0" #3 TIES @ 8"o.c. (4) #5 Z-BARS _ w/ 30" HOOKS. TIE BEAM REINF. w/ HOOKS. TIE BEAM. SEE PLAN & SCHEDULE, DETAIL SCALE: 3/4"=V-0" TYP. TIE BEAM DROP OVER OPENINGS TIE BEAM REINF. w/ HOOKS. TIE BEAM. " SEE PLAN & SCHEDULE. I. - ,I FILLED CELL REINF.SEE PLAN. TIE BEAM ELEVATION CHANGE (1) #6 x 3'-6" x S-6" CORNER BAR, TOP AND BTM., ALTERNATE DIRECTION. (2 TOTAL). m BOND BEAM C� INTERSECTION REINFORCEMENT LAYOUT. (1) #5 x T-0" x T-0" CORNER BAR AT EACH LAYER OF REINFORCING, EXTERIOR FACE. In CORNER BARS @ CORNERS NOTE: PROVIDE CORNER BARS FOR BEAMS AND WALLS TO MAINTAIN CONTINUITY. ADD 2#5 REINFORCEMENT BARS FOR EVERY 12" OF DROP STIRRUPS (REFER TO TIE BEAM SCHEDULE) DROP TIE BEAM @ WINDOW AND DOOR OPENINGS UNLESS NOTED OTHERWISE S1/3 GREATER SPAN S1/3 S213 > O GREATER SPAN > S2/3 S3/3 O S3/3, O 0:-_ C G E r 0-. N E __._ tV E_ G. 9. MIN._*241) ai f MIN '30D - A Y n — L_ 2" FOR _ 2" FOR j FIRST TIE FIRSTTIE OU S1 S2 s_ r S3 CANTILEVER X CONCRETE BEAM BAR PLACING DIAGRAM .� } , •:- - BTM. BARS BARS DESIGNATED "G" ARE TOP CONTINUOUS THRU SPAN WITH 90 DEG. STANDARD HOOK AT U° -BTM. BARS DISCONTINUED END. LAP SPLICE "G" BARS ONLY, AS NECESSARY AND WITHIN CENTER THIRD OF SPAN (30 DIAMETER) "E" BARS ARE OVER RIGHT SUPPORT AS MEMBER IS READ FROM LEFT TO DOUBLE LAYER BOTTOM RIGHT. "A" BARS (BOTTOM) ARE CONTINUOUS.' SEE REINFORCING LAP SPLICING SCHEDULE. BAR PLACING DIAGRAM W i TOP BARS • ADDITIONAL -� (2) #5 BARS All -w° Zo� e "ADDITIONAL (2) #5 BARS E \BTM. BARS DEEP BEAM ADDITIONAL REINF. BEAM SCHEDULE SIZE BOTTOM TOP STIRRUPS NOTE-1 REINFOR. REINFORCING MARK ELEVATION REMARKS NOTE-1 WIDTH DEPTH 'k C. &'E' 'G' SPACING B' -D' #3 (UNLESS NOTED OTHERWISE) PCL SEE ARCH DWGS 8 8 (1) #5 N/A N/A 26-1 +12'-6" 16 30 (3) #6 (3) #5 (5) @ 6"o.c., EA. END, BAL. @ 12"o.c. 26-2 24 28 (4) #6 (5) @ 6o c., EA. END BAL. @ 12'o.c. +12'-6" (4) #5 2BB-1 +12'-6" 8 16 (2) #5 EA COURSE - _ ..... -__ _.... . .. ....... __... .... - - SEE SCHEDULE 11 ,. BOND BEAM BEAM SCHEDULE NOTES: 1. THE TOP ELEVATIONS AND DEPTHS INDICATED IN THIS SCHEDULE ARE FOR DETERMINATION OF THE STRUCTURAL ELEVATIONS AND DEPTHS OF BEAMS. ADDITIONAL CONCRETE MAY BE REQUIRED TO REACH TOP OF SLAB ELEVATIONS OR BOTTOM OF BEAM ELEVATIONS REQUIRED FOR ARCHITECTURAL REASONS. ALL BEAM BOTTOM ELEVATIONS SHOULD BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS PRIOR TO FORMING. IF THE REQUIRED RISE OR DROP IS LARGER THAN 6", ADD (2) #5 @ 12"o.c. ONE EA. FACE LONGITUDINAL AND STIRRUPS #3 @ 12"o.c. TRANSVERSE. 2. ARCHED BEAM PROFILE SEE ARCHITECTURAL DRAWINGS. SEE STRUCTURAL DETAIL FOR ADDITIONAL REINFORCING. 3. BEAM DECORATIVE PROFILE SEE ARCHITECTURAL DRAWINGS 4. FOR BEAMS EQUAL OR DEEPER THAN 19" DEEP, SEE "DEEP BEAM ADDITIONAL REINFORCING" DETAIL ABOVE. 5. FOR TIE BEAMS AT CORNERS, INTERSECTIONS, AND BENDS PROVIDE (4) #3 STIRRUPS AT 12"o.c. ;! EXTEND DROP OF TIE +� BEAM 8" BEYOND SIZE OF OPENING AT EACH END OPENING FOR WINDOW, DOOR OR SLIDING DOOR. SEE FLOOR PLAN & ELEVATIONS TYPICAL TIE BEAM DROP AT OPENINGS DETAIL 6 SCALE: 3/4"=V-0" Vzr, CRk13 PPPR�v�o a� i U ir- 1 VENTURA michael a. ventura 304 indian trace ste. 391 weston florida 33326 phone: (954) 423-1362 ventura-architecture.com AA00031233xz- .(P •s••�• m a $'ail A R u 0 1 6 5 2 0 J m J J Q �Z I..L LLl Z C co CO U) > LL Z W —0 W O > C: r N pzN0 z�ZU) VJ O � M Z C M Q 0 co r C—C ^U^ r G L revisions: Drawn by: MT Garcia date: 11-21-2017 S501 �' VAV BOX SCHEDULE Bm( NDL !®EL NR AIR IDESIGN CF14NDL IICOLD AIR CFN FEATDi6 CE) I SIZE BOX DDEMSUM a-XVXQD REMARKS SUP KW 4MV/M VAV-1 35EC31-16 3,250 26GO - - 16.0 - NEW VAV BOX NEW VAV BOXES ARE TO BE CARRIER BRAND AND MODEL NUMBER 35E-CCN RECTANGULAR, WITH ELECTRIC HEAT AS SHOWN, AND ELECTRONIC CONTROLS, PRESSURE INDEPENDENT. LOCATION OF THERMOSTAT TO BE AS SHOWN ON PLANS. x� 2 KW MAXIMUM PER STAGE. VAV SCHEDULE M20 I N.T.S. TYPE II TOSTAR/TUROB HOOD HOOD QN GREENHECK MODEL STYLE CONFIGURATION / HOOD DIMENSIONS JGREAsE CUP OR DRAIN HOOD TEMP. RATING TOTAL WEIGHT SECTION LOCATION SECTION LENGTH WIDTH HEIGHT GO-63-S 1 HEAT & FUME NO BAFFLE 64 IN 36 IN 24 IN N/A N/A - LBS N/A OPTIONS AND ACCESSORIES: 430 18 GA. STAINLESS STEEL 100% CONSTRUCTION 10 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) MANUAL CONTROL: • TO TURN ON THE HOOD SYSTEM, PUSH THE FAN AND LIGHTS BUTTONS ON THE TOUCH SCREEN USER INTERFACE. THE FANS AND LIGHTS WALL TURN ON AND THE INDICATING LIGHTS ADJACENT TO THE BUTTONS WALL ILLUMINATE INDICATING THE FANS AND LIGHTS ARE ON. • TO TURN OFF THE HOOD SYSTEM, PUSH THE FAN AND LIGHTS BUTTONS ON THE TOUCH SCREEN USER INTERFACE. THE FANS AND LIGHTS WALL TURN OFF AND THE INDICATING LIGHTS ADJACENT TO THE BUTTONS WILL GO OUT INDICATING THE FANS AND LIGHTS ARE OFF. • THE HOOD WILL REMAIN ON BASED ON DIFFERENTIAL TEMPERATURE BETWEEN THE ROOM THERMOSTAT AND THE HOOD TEMPERATURE PROBE. ONCE THE EQUIPMENT COOLS DOWN, THE HOOD WILL SYSTEM WALL TURN OFF AUTOMATICALLY. AUTOMATIC CONTROL • THE HOOD SYSTEM WILL TURN ON AUTOMATICALLY ONCE THE TEMPERATURE WITHIN THE HOOD SYSTEM REACHES A SET TEMPERATURE. THE INDICATOR LIGHT ADJACENT TO THE FANS BUTTON ON THE TOUCH SCREEN USER INTERFACE WILL ILLUMINATE. THE LIGHTS WALL NEED TO BE TURNS ON MANUALLY. • THE HOOD SYSTEM WILL TURN OFF AUTOMATICALLY AS DESCRIBED ABOVE. GENERAL: • THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH CAPTIVE AIRE. • THE MECHANICAL CONTRACTOR SHALL COORDINATE NTH THE ELECTRICAL CONTRACTOR ON THE REQUIRED WIRING OF THE OF THE HOOD CONTROLS PER THE CAPTIVE AIRE DRAWINGS. M2 1 1 HOOD SCHEDULE NOTES: • G.C- TO IDENTIFY AND COORDINATE LOCATIONS OF ALL REQUIRED CONDENSERS AND CONDENSER LINES (ICE MACHINE, WALK-IN, ETC.) • COORDINATE LOCATIONS OF ROOFTOP CONDENSERS (ICE MACHINE, WALK-IN, ETC.) WITH STRUCTURAL DESIGN AS REQUIRED. CU CU CU ICE MAKER W�-IN WALK-IN FREEZER COOLER VERIFY REFRIGERANT LOCATION LINES TO WALK-INS CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P-TRAP 3/4" PVC, SCHEDULE 40. TERMINATE AT DOWNSPOUT INTALLED BY HVAC CONTACTOR. PROVIDE OVERFLOW DETECTION DEVICE PER FBCM 2014 307.2.3.1 3/4" CD RTU-1 1. LOCATION 0 LECTRICAL DISCONN AND CONTROL WIRING NTRANCE. REFER TO CTRICAL PLANS. 2. E TRICAL PENETRATION ROUGH ROOF WITH PITCH OCKET PROVIDED BY ELECTRICAL CONTRACTOR. MECHANICAL ROOF PLAN SCALE : 1 /4" = V-0" EF-i 525 CFM ROOF CURB MOUNT. REFER TO HOOD SHOP DRAWINGS FOR DUCT LAYOUT AND SIZE. PROVIDE DAMPER TO CLOSE WHEN UNIT IS NOT IN OPERATION 1. ALL THERMOSTATS COORDINATE FINAL LOCATION WITH OWNER/ARCHITECT. 2. THERMOSTATS TO BE LOCKED WITH AHU/DUCT PRESSURE CONTROLS. COORDINATE WITH BUILDING ENGINEERING 3. COORDINATE FINAL LOCATION / ALIGNMENT OF ALL DIFFUSERS WITH ARCHITECT / OWNER PRIOR TO ROUGH IN. 4. ELECTRICAL, MECHANICAL AND PLUMBING CONTRACTORS TO COORDINATE THE LOCATION OF ALL FIXTURES AND EQUIPMENT WITH THE ARCHITECTURAL REFLECTED CEIUNG DRAWINGS. 5. CONTRACTOR TO SUBMIT REQUEST FOR ADDITIONAL INFORMATION OR CLARIFICATION FROM ARCHITECT IF ANY DISCREPANCIES ARE FOUND THAT AFFECT THE LOCATION OF ANY FIXTURE AND/OR EQUIPMENT AS LOCATED IN THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. 6. ALL FIXTURES VISIBLE TO BE MOUNTED CENTERED AND/OR EQUAL DISTANCE IN THE SPACE - AS PER THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. CONTRACTOR MUST CONTACT ARCHITECT TO COORDINATE LOCATIONS(S) PRIOR TO INSTALLATION. 7. FLEXIBLE AND FACTORY -MADE DUCTS MANUFACTURER'S INSTRUCTIONS FOR SUPPORT, SHALL BE AVAILABLE ON SITE BEFORE ROUGH INSPECTION. 8. COMPLEMENTARY UNIT (RTU-1) TO BE INTERLOCKED TO COME ON WHEN THE MAIN CHILLER IS OFF. EXISTING 34x16 CORRIDOR Im 12x6 — — — — — — 0 WALL PACK MECHANICAL GRO SCALE : 3/16 = 1'-0" a x m I Arm II 011111111 a m 0 a EXISRNG TRUNK. 38xl6 CONTRACTOR TO VERIFY EXACT LOCATION. 32x12 STAIR NO 3 SM STARM HOOD L DE CENTERED OVER 7UIB0 CHff AND IM CART SEE M-1 LPanal all Arl WALL PACK 5402 AIvIGA� J 6"x6" E CIdII ] -r: 50 z �4"x8" D x D FLOOR PLAN N n EXISTING TRUNK. CONTRACTOR TO VERIFY EXACT LOCATION. TE REVISIONS r • V Tri�n Vl ~ M 0 cM co Wc)°oWd i >� ;z*04 _ Cl)C U W OQto Z v\ W•S•-1 rQ� z 0- 0') J:pr• !I LL.aeo� !\ V W V1 C)� N W W V�1 rT, O W DRAWN RRY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. m J OF MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE BUILDING CODE AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA, ASHRAE, NFPA 90A, 90B, 91 & ANSI B-9.1 MECHANICAL REFRIGERATION. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [5] COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER BY SKILLED WORKMAN. 7. ALL AIR CONDITIONING DUCT WORK SHALL BE OF 1-1/2" (R-6) STANDARD DUTY FOIL REINFORCED FIBERGLASS WITH MANUFACTURER'S LOGO PRINTED ON VAPOR BARRIER ALL FLEX TO BE R-6. 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED SEAMS AND JOINTS. 9. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 10. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH TO MATCH EXISTING OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE TITUS, METALAIRE, AIRGUIDE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS. 11. THERMOSTAT SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 12. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER SOLDER -JOINT TYPE FITTINGS, USE 95/5 SOLDER. REFRIGERANT LINES SHALL SIZED AS PER MANUFACTURER RECOMMENDATIONS. 13. ARMAFLEX 3/4" INSULATION SHALL BE USED FOR SUCTION LINES, FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 14. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. ALL ELBOWS AND TEE'S MUST BE FURNISHED W/TURNING VANES. PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. 15. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE STARTING THEM. REPLACE THEM PRIOR TO FINAL ACCEPTANCE BY OWNER. 16. CONDENSER WATER PIPING SHALL BE, TYPE "L" HARD DRAWN COPPER. 17. PROVIDE SMOKE DETECTORS WITH ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. ALL SMOKE DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM. 18. PROVIDE TYPE "B" FIRE DAMPERS IN ALL DUCTS OR OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT O/A INTAKES. PROVIDE RADIATION RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENINGS, CEILING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY. 19. HVAC CONTRACTOR SHALL PROVIDE AN INDEPENDENT TEST AND BALANCE REPORT FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE T & B SHALL BE IN ACCORDANCE WITH THE AIR BALANCE COUNCIL STANDARDS, AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLS, RETURN GRILLS, AND EXHAUST GRILLS, AND THE LEAVING AND ENTERING AIR TEMPERATURE (T) FROM SUPPLY GRILLS AND EVAPORATORS. 20. THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEERS BEFORE INSTALLATION. 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22. ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50. 23. PROVIDE A MIN. OF 3' CLEARANCE IN FRONT OF ALL 120-240 VOLT PANELS AND 4' CLEARANCE IN FRONT OF ANY 480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEARANCE PER NEC. 24. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCH. PLUMBING, ELECTRICAL AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS WILL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 25. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT. 26. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. 27. CHILLED WATER PIPING SHALL BE BLACK IRON OR TYPE "L" COPPER WITH 2 LB. DENSITY INSULATION WITH FIRE RESISTING FLAME PROOF ALUMINUM FOIL VAPOR SEAL JACKET. MUST CONFOR TO NFPA 90-A. 28. CONDENSATE DRAIN PIPING TO BE TYPE "L" COPPER WITH 1" THICK INSULATION. SUPPLY CONDENSATE PUMP FOR EACH FAN COIL UNIT AND PIPE TO EXISTING CONDENSATE DRAIN. 29. THIS IS A REMODEL OF AN EXISTING SPACE. CONTRACTOR TO VISIT SITE PRIOR TO BID. mi I MECHANICAL NOTES 1 1/2" MIN ui 6 1 1/2" BAND CLAMP MAX SPACING NOT TO EXCEED 5' WITH SAG NOT TO EXCEED 112' PER FOOT OVER 5' INTERVAL GAUGE THK. I' STRAP CAPABILITY MAXIMUM LOAD 24 .028 840 168 22 .034 1070 216 20 .040 1298 259 Xe ELASTIC LIMIT ASSUMED 30ksi) RECOMMEND MAX LOAD (20% ❑F YIELD STRENGTH). NOTES: 1. FLEX DUCT WITH EXTERNAL INSULATION AND VAPOR BARRIER JACKETING TYPICAL TO 'FABRIFLEX' 2. 'INSPECTOR SERIES' SPIN DOORS M3 SUPPORT REQUIREMENTS FOR FLEX DUCT N.T.S. LEGEND ® NEW SUPPLY AR CEILING DIFFUSER NEW RETURN AIR CEILING GRILLE F-1 WALL LOUVER / WALL DIFFUSER. ♦ F.D. FIRE DAMPER, ALL FIRE DAMPERS SHALL BE FIRE SMOKE DAMPERS A = FIRE SMOKE DAMPER �-� VOLUME CONTROL DAMPER THERMOSTAT Q HUMIDISTAT r1 L. NEW FLEX DUCT NEW DUCTWORK SUPPLY TOP REGISTER (WALL TYPE) RETURN OR EXHAUST TOP REGISTER OR GRILLE WALL TYPE (AIR INTO DEVICES) u INCLINED RISE IN DIRECTION f� OF AIR FLOW. FLAT BOTTOM INCLINED DROP IN DIRECTION OF AIR FLOW, FLAT BOTTOM DIFFUSER OR GRILLE DESIGNATION ROOF EXHAUST FAN OR❑� EXHAUST FAN RM FLEXIBLE CONNECTION �FC DUCT TURN WITH TURNING VANES -PROVIDE ALL SQUARE OR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING STANDARD RADIUS ELBOW, ROUND DUCT ALL SQUARE OR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING. ®UP SUPPLY & OUTSIDE AIR SECTION (UP) ©DN SUPPLY & OUTSIDE AR SECTION (DOWN) ElUP RETURN & EXHAUST DUCT SECTION (UP) �DN RETURN & EXHAUST DUCT SECTION (DOWN) RETURN AIR - U/c DOOR UNDER CUT SUPPLY AR ' AD - ACCESS DOOR DUCT SMOKE DETECTOR NOT ALL SYMBOLS M APPLY TO THESE PLA S ABBREVIATION AFF ABOVE FINISH FLOOR F/A FRESH AIR AHU AIR HANDLING UNIT GPM GALLONS PER MINUTE GO CONDENSATE DRAIN GR GRILLE CD CEILING DIFFUSER MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) CU CONDENSING UNIT MOCP MAXIMUM OVE iCURRENT PROTECTION DEUCE AMPS EWT ENTERING WATER TEMPERATURE LWT LEAVING WATER TEMPERATURE EAG EXHAUST AR GRILLE R/A RETURN AR EF EXHAUST FAN REG REGISTER EXH EXHAUST SP SAE PAN FSD FIRE SMOKE DAMPER VCD VOLUME CONTROL DAMPER AD ACCESS DOOR RAG RFD" AIR GRILLE ED FIRE DAMPER SAR SUPPLY AR REGISTER O/A OUTSIDE AR M2 I MECHANICAL/HVAC LEGEND AND ABBREVIATION N.T.S. STR[ 45" I mr,r ur r M6 I BRANCH DUCT TAKEOFF DETAIL N.T.S. 8' MIN. SET FLANGE IN PLASTIC CEMENT SECURE TO ROOF AND CAULK WATERTIGHT ALL AROUND ROOF CAF " BIRDSCI ROOM SEE ARCH. DWG. FOR CONSTRUCTION SEE PLAN FOR DUCT SIZE JLL N'LHN F UK DUI. I JJLL SEE ARCH. DWG. FOR CONSTRUCTION M 5 I ROOF AND WALL CAP DETAIL N.T.S. TYP HORIZONTAL RUNOUT ATTACHED BETWEEN SUPPORTS WHERE TRAPEZE CHANNEL SUPPORTS ARE NOT POSSIBLE, ATTACH CHANNELS TO DUCT AND SUSPEND THE SAME AS THE CEILING GRID MAIN SUPPLY TRANSITION ANGLE DAMPER W/ [VICE BRANCH DUCT SEE PLAN FOR DUCT S 1/4' 0 MIN ROD HANGERS _,_- ATTACH TO STRUCTURE i 0 �16 GA CHANNEL SUPPORT EACH SIDE OF BOOT TYP VERTICAL BOOT ATTACHED TO BOTTOM OF TRUNK DUCT CEILING SUPPLY L-- CEILING TILE OR RETURN NOTE: 1. ON CONDITIONED SUPPLY AIR OUTLETS, EXTEND INSULATION DOWN AND COVER BACK OF DIFFUSERS SEAL TO PROVIDE A TOTAL MOISTURE BARRIER. M4 I DUCT SUPPORT AT AND ABOVE CEILING GRILLE N.T.S. SYMBOL SERVICE DESCRIPTION MFG. MODEL NO. CEILM OPPOSED BADE OARING. HARD & COOLEY DIFFUSERS ALUMINUM CONSTRUCTION- MODEL: WHITE mIE ERAIEL. AIRsO SIZE AS SHOWN ON PLANS. OR EQUNALE T CEtW GRILLES ALUMINUM CONSIRUC ION. CURVED BLADE FIXED ON ONE -INCH SPACING. HART & COOLEY MODEL: GRIMES BRIGHT WHITE FINISH. RCB SIZE AS SHOWN ON PLANS. OR EQUIVALENT LINEAR SLOT LINEAR SLOT SUPPLY DIFFUSER. THUS SUPPLY STANDARD SLOES I' C R R FOR RETURN ET SIZE AS SHOWN ON PLANS OWN SO OLM�7 50 CF /F MODEL NO. ML-39/MLR-39 OR EQUNALENIE WALL SUPPLY EXTRUDED ALUMINUM CONSTRUCTION. SINGLE ROW OF INOMQALLY ADJUSTABLE HORIZONTAL HART & COOLEY MODEL NO. REGISTERS FACE BARS. HY PIVOTED BARS. LEVER -OPERATED, MULTI-SHUFFER VALVE OR EQUIVALENT BRIGHT WHILE FINISH. SIZE AS SHOWN ON PLANS. WML EXTRUDED "MINUM CONSTRUCTION. FART & COOLEY RETURN FMX: BARS FOOD. N0. GPol1E5 E FINISH. BtIGFtf WHITE FRSISH. RIM LE19D SIZE AS SHOWN ON PANS. OR EQUIVALENT M 1 O AIR DISTRIBUTION SCHEDULE FLEXIBLE DUCT DESIGN CFM RANGES FLEX SIZE IN (0) 0 100 CFM 6" 101 CFM - 150 CFM 7" 151 CFM 180 CFM 8" 181 CFM - 250 CFM 9" 251 CFM 350 CFM 10" 351 CFM 520 CFM 12" 521 CFM 600 CFM 14" M9 I FLEX DUCT SCHEDULE DESIGN REQUIREMENTS REQUIRED DUCT SMOKE DETECTOR YES FIRE DAMPER(S) YES SMOKE DETECTOR NO FIRE RATED ENCLOSURE NO FIRE RATED ROOF/FLOOR NO FIRE STOPING NO SMOKE CONTROL NO M Q I HVAC DESIGN REQUIREMENTS M7 HANGING HANG ALL DUCT PER SMACNA STANDARDS TURNING TEE SP UTTER CONTROL TYPICAL DUCT DETAILS N.T.S. REVISIONS • n r c� cM00Wd ti m Z co 04 J LL MJQ.4U)T Oros ��TT��►►►]]] rr ^^ �( to < 1 p ��w�• 0 • Y.• v J�44, � pq V r� M� � � W Q� 0 M� W DRAWN RRY CHECKED RRY DATE November 212017 SCALE ASSHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. Mm2 OF NOTE: 1. ROOF STAND SHALL BE ROOF TOP UNIT W/ MANUFACTURED BY "MIAMI AMBER BOOTH TYPE 3/8 X 5" LAG PITCH PAN �I`\ \ TECH INC." MIAMI FLORIDA RTIR ISOLATION RAILSd<WlI6 OUTSIDE AIR INTAKE SCREW W/ WASHER 4•X3/8-X2• PLATE I \ / 2. ROOF STAND TO BE CANT STRIP W/ OPENING W/DAMPER NOTE ® AND RAIN COVER PROVIDE 24' O.0 SPACNO FOR BOLTING OF 5/8 PLYWOOD \ I #6005-TS ALUMINUM ALLOY METRO -DADS COUNTY FLASHING ROOFTOP LIMIT YIInH A LLwA1Uu OF APPROVED NOA NUMBER THREE (3) BOLTS PER SIDE OF MT. ATTACH MAC EOIRPIENT TO I I • � ' � -�/ cline W/ I/2" BOLTED C NEc»ON 15-0902.05. - ROOF STRUCTURE \ SCREW 3. CONTRACTOR TO PROVIDE STRAP YICDED TD MT BASE. ROOF MOUNTED H.V.AC. EOI PIIENT I $� I WIND LOAD CALCULATIONS TO caNr. wOaD NAILER Ru �U NG 2x4 YAM JOIST / WITHSTAND 170 MPH. CONDENSATE DRAIN 1 CURD WNTINUO S t/Y nBD_BaT \ W/TRAP & CLEANOUT w/ TN NUT ® P i WOOD 9.LICIONc AT AND CONTINUOUS 4. CONTRACTOR TO COORDINATE I RAIL ISOLATOR UNIT TE-00wT eOLTs is GA. OALV. (uw.) STAND MOUNTING WITH SUPPLY AIR DUCT ® RETURN AIR DUCT rzI/B" npnT cALV. O RaaF - WOOD DECK C-CHANN L ATTACHMENT TRANSITION AS REQ�D TRANSITION AS REQ'D I/Yr Ere BaT/NUT. OWNER/ROOF TO ENSURE O I/Yf 1HPo1 CLRD COUNTER FLASHING\ 7-1/27 RICO INSULATION a "X3'M14x1/4"L FHiM1E. 1/2"0 J-BOLT PITCH PAN WARRANTY FLEXIBLE AIR E TR tEOPTEtE cAs�r SET � As REaO. TYPICAL AIR EXTRACTOR IN MASTIC Fiw �ID OwT METAL DE« CANT. Fpt t>:oE1. I RooF SYSTEM 4"X3/8'X2' PLATE I \ 5. COORDINATE STRUCTURAL PRowDE SMOKE DETECTOR UNIT HOUSING OUTLINE SUPPORT WITH STRUCTURAL TYPICAL R0� 6" X 8" X 1/4'L ROOF •WOODD N RETARD I I / ENGINEER. SPUTTER DAMPER METAL CHANNEL FILLERS / 6. WIDTH, HEIGHT & LENGTH OF 4" X r X 1/4"LWCD IN FLOTFS OF ROOF ROOF STAND TO BE AS Ilro B T TMND GINm & A70wn°@rrUPS °NiaHSTS �) (&ONG FN1wE I / REQUIRED BY FBC. CENTER OF BAR .HOIST ON 4"X3"Xl/r FRAME FIANCE OF JOIST. JOIST BAR FOR CURB SIRPCtT STEEL JOIST \ / YMEN NDT ON JOIST. APR ADE 2-XI/9- SHEA STRAP BOLTED FROM R PROVIDE iBHr�TO RLDINSTEEL G �Si FROM ON (4) SIOM \ / / NOTES: ROCTOP UMTr TO BUILDING STEEL, ON (4) SIDES. YIELD ON BOLT TO WIHSTAND 140 MPH "MD. I I / FURNISH & INSTALL PROPER CURB AND FLASHING AS rEID OR BOLT TO YIFRSTAIID 140 MPH WIND. CONNECTION INSIDE COT, NOT SNOYIF7. REWIRED PROVIDE LAG BOLTS TO CURB 1HRU AC STEEL JOIST I / UNIT TO *ITHSTAND HURRICANE FORCE MNDS, A FI{2E 3" RAIL (I -BEAM) DAMPERS IN SUPPLY AND RETURN AIR DUCTS AS READ, ON JOIST OFFSET FROM OR PERPENDICULAR TO JUIST 3/8"X3-1/2" PITCH PAN #6061-T6 ALUMINUM ALLOY NOTE: NOTE cOnnTActoR SHALL COOCUB/ATE LOCATION WEDGE ANCHOR 4"X3/8"X2" PLATE 1. CONTRACTOR TO PROVIDE aF ROOF CSHB LL lO INSTALLATION. LOCATION NOTE ROOF aiRB BY AIR CONDITIONER MM ACRIRER. \ TWO COPIES OF NOA PROVIDE ADDITMAL B1ACN0 AND SITPPORT cON T "TH 51RI1C11MAL ENGINEER FOR FINAL INSTAILAnON AS REI)AREU FOR ROOF Clips INS-IALLAIDN. 1"X18 GAGE GALVANIZED STRAP MOUNTED EQUIPMENT WITH C LT wIN STRUCTURAL ENGINmF FOR FINAL wSTauAnOx W/ 90' TWIST, 8 PER UNIT, O"'CONCRET&7 /1 EACH SIDE OF EACH CORNER.PERMIT DOCUMENTS. 2" RECTANGULAR TUBING UNIT FASTEN W/ THREE /14 S.S. SMS M1%1 ROOF TOP UNIT DETAIL r �i061-T6UMINUM TO A/C UNIT & I-BEAM./yN.T.S. 1.75"0 ALUMINUM - - - - - POST /Xi067-116 ISOLATOR PADS UNDER UNIT I -BEAM CONCRETE (MIN. 4 PER UNIT) N T HVAC ROOF CURB DETAIL M 15 CONDENSING T DENSING UNIT MOUNTING DETAIL M 12 �► INTAKE OR SYMBOL RTU-1 LOCATION ROOF E.E.R./S.E.E.R. 12.0/15.0 MAKE RHEEM MODEL RACA15024AJD000AA NOM. TONS 2.0 C.F.M. 740 EXT. S.P. - ENT. AIRI DB 'F 80.0 TEMP. I WB -F 71.0 AMBIENT AIR 'F 80.0 COOL CAP BTUH ENSIBLE (MBTUH) 16.1 OTAL (MBTUH) 28.3 HEATING INPUT KW 0.0 HEATER AMPS - FAN MOTOR HP 1/3 F.L.A. 2.8 G.P.M. - COMPRESSOR MOTOR NO. 1 R.L.A. (EACH) 11.2 L.R.A. (EACH) 60.8 CONDENSER FAN NO. 1 HP (EACH) 1/3 F.L.A. (EAcw 1.5 VOLTS 208 PH 1 HZ 60 M.C.A. 17 M.O.C.P. 25 OUTSIDE SUPPLY AIR 80 WT LBS. 403 BASE UNIT DIMENSIONS H-W-D - REMARKS 1,2,3,4,5,6,7,8,9 1. UNIT TO BE MOUNTED ON 14" HIGH CURB SPECIALLY DESIGNED FOR UNIT WITH SPRING VIBRATION ISOLATORS. 2. STANDARD EFFICIENCY FAN MOTOR SELECTED. 3. ELECTRIC HEAT, 1 STAGE. 4. HEATER AND COMPRESSOR DOES NOT OPERATE CONCURRENTLY. 5- RHEEM IS THE BASIS FOR DESIGN OR APPROVED EQUIVALENT. 6. INCLUDE OUTDOR AIR HOOD AND DAMPER SECTION. 7. INSTALL PROGRAMMABLE THERMOSTAT. 8. MOUNT SMOKE DETECTOR IN SA DUCT. 9. INCLUDE THE FOLLOWING OPTIONS: DOWN FLOW CONFIGURATION ROOF MOUNTING FRAME 14" STANDARD EFFICIENCY FAN MOTOR IF HIGHER ROOF CURB IS UNIT DISCONNECT SWITCH REQUIRED TO CONFORM TO CODE SERVICE OUTLET CONTRACTOR TO SUPPLY AS OUTDOOR AIR HOOD AND DAMPER REQUIRED TO CONFORM TO SMOKE DETECTOR CODE 10. UNITS SHALL HAVE FULL ECONOMIZER CYCLE & POWERED EXHAUST AND EQUIPPED TO INTERFACE WITH FULL -FEATURED 7-DAY PROGRAMMABLE THERMOSTAT RELIEF VENTILATORS i WOOD NAILER SECURE VENTILATOR BASE TO CURB MIN. 2 LOCATIONS PREFABRICATED, INSULATED EACH SIDE & ON 6" CENTERS ROOF CURB, MOUNT & SECURE FOR CURBS OVER 18'x18' ON WOOD NAILER. (BASE) BASE FLASHING 121MIN. BUILT-UP ROOF668:im��el E L 7NAILER CONC. DECMETAL DEINSULATION XXXXXXxxxxxn xxxxxxxxxxZa DUCT COLLAR DAMPER -SEE PLANS DUCTWORK CONTINUES & SCHEDULES FOR TYPE WHERE INDICATED I I ON PLANS 1/2' MESH WHERE DUCTWORK DOES NOT CONTINUE METAL DECK CONCRETE DECK NOTE: 1. MIAMI-DADE APPROVED: NOA NO: 14-0731.03 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S ANCHORING RECOMMENDATION FOR HURRICANE AND HIGH WIND AREAS 5k L F_ ___lF 0 �D JL-_ __JL_ L 63" L TOSTAR & TURBO HOOD PLAN DETAIL EF-2 43Ar Li UNISTRUT OR ANGLE IRON ATTACHED TO TRUSS OR 10'0 JOIST 3/8" ALL THREAD AND HARDWARE CEILING ROOF INTAKE & RELIEF VENTILATOR DETAIL EXHAUST FAN SCHEDULE M 14 N.T.S. M 17 CF�NICIE IDATE- [AAPPFOVE-D] 6" MIN. 6" MIN. DUCT HOUSING AND BASE AHU-1 WITH PHOTOELECTRIC DETECTOR TOTAL AREA: 1,315 SF. 120/24V TRANSFORMER BAGEL TURBOCHEF LOCATED IN DETECTOR NUMBER OF PEOPLE: 26 TOASTER OVENS 120V CONTROL sees CIRCUIT HOUSING OUTSIDE AIR REQUIRED PER PERSON: 7.5 CFM e LED ALARM INDICATOR TO BE OUTSIDE AIR REQUIRED PER SQ. FT: 0.18 CFM Q MOUNTED ON CEILING DIRECTLY 00 BENEATH SMOKE DETECTOR OUTSIDE AIR REQUIRED BASED ON LESS THAN 3 1/2" CONDUIT (NUMBER OF WIRES HOURS: 26x7.5+1,315x0.18=432CFM SANDWICH PREP STATION ACCORDING TO MANUFACTURE) CEILING OUTSIDE AIR PROVIDED = 440 CFM O 0 RTU-I (COMPLEMENTARY UNIT) POWER 0 0 ALARM 0 DUCT DETECTOR o c TROUBLE INDICATOR TOTAL AREA: 1,315 SF. NORMAL TEST W/ AUDIBLE AND VISUAL NUMBER OFPEOPLE: 0 KEYED REMOTE TEST STATION lJ SIGNALS. LOCATED NEXT TO THERMOSTAT OUTSIDE AIR REQUIRED PER PERSON: 0 CFM ELEVATION VIEW TEST STATION TO HAVE POWER OUTSIDE AIR REQUIRED PER SQ. FT: 0.06 CFM LED AND LED ALARM INDICATOR WITH BUZZER OUTSIDE AIR REQUIRED BASED ON LESS THAN 3 1. CONNECT AIR DISTRIBUTION DUCT TO ROOF MOUNTED UNIT EQUIPMENT AS NECESSARY. PROVIDE TRANSITION NOTE: HOURS: 1,315x0.06 = 79 CFM IN CURB AS REQUIRED FOR UNIT CONNECTION. SYMBOL EF-1 L❑CATI❑N HOOD SERVICE TOSTAR & TWHO MAKE GREEHHEC( MODEL CUE-D&5HP-VG-X BLOWER DATA C.F.M. 525 S.P. 0.25INCHES TYPEM11m DRIVE DIRECT Q MECH H.P. 1/6 R,P.M. 1,725 (� ELEC V 720 PH 1 HZ BD WT LBS. 40 DIMENSI❑NAL DATA 19NIa"X23" REMARKS SCIUND AesaREIINc NSUIATKIN. CH ROOF W. ELECT ACCESS COVER. sue. VIBRATION HANGERS. A. ELECTRICAL CONTRACTOR SHALL COORDINATE A/C SHUTDOWN WITH MECHANICAL 2. EXHAUST FOR OVENS AND TOASTERS. HOOD IS REQUIRED AT THE SANDWICH STATION. TYPE-11 "HEAT CONTRACTOR. COORDINATE EXACT LOCATION OF TEST AND RESET SWITCHES, AND OUTSIDE AIR PROVIDED = 80 CFM ONLY" HOOD IS PROVIDED AT THE BACK OF HOUSE OVEN. RUN SHEET METAL DUCT FROM CONNECTION ON HORN, WITH THE OWNER / OR ARCHITECT. HOOD TO RESPECTIVE EXHAUST FAN, OFFSET AND TRANSITION AT CONNECTIONS AS NEEDED. VERIFY B. UPON ACTIVATION, THE SMOKE DETECTORS SHALL SHUT DOWN THE AIR DIMENSIONS PRIOR TO FABRICATION OR INSTALLATION. USE FACTORY -MANUFACTURED PIPE AND FITTINGS CONTRACTOR TO INSTALL: DISTRIBUTION SYSTEM. AIR DISTRIBUTION SYSTEMS THAT ARE PART OF A SMOKE 4 CALCULATIONS PERFORMED BASED ON ASHRAE STANDARD FOR ONLY. VERIFY LOCATION ON SITE WITH MOST RECENT KITCHEN PLANS. 1. WATER DETECTOR SWITCH TO DISCONNECT RTU IN CASE OF WATER IN CONTROL SYSTEM SHALL SWITCH TO THE SMOKE CONTROL MODE UPON ACTIVATION SPECIALTY BUILDING FOR MAX. OCCUPANCY LESS THAN 3 FIRS. THE DRAIN ONE. OF A DETECTOR. ACCEPTABLE AIR QUALITY IS ACHIEVED WITHIN THE SPACE BY CONTROLING KNOWN AND 3. PROVIDE PROGRAMMABLE THERMOSTAT WITH LOCKING COVER. LOCATE THERMOSTAT IN MANAGER'S OFFICE. 2. MOTORIZED DAMPER THAT WILL AUTOMATICALLY SHUT WHEN THE SPECIHCALBE CONTAMINANTS. VENTILATION RATE PROCEDURE HAD BEEN USED TO ACHIEVE PROVIDE REMOTE SENSOR LOCATED 72" ABOVE FINISHED FLOOR NEAR LOCATION INDICATED. SEAL WALL SYSTEMS OR SPACES SERVED ARE NOT IN USE. ACCEPTABLE INDOOR AIR QUALITY. THE BISON WILL NEED TO BE RE-EVALUATED IF, AT A OPENINGS WITH CAULK. COORDINATE LOCATION ON SITE WITH GENERAL CONTRACTOR AND EQUIPMENT. LATER TIME, SPACE USE CHANGES OCCUR OR IF UNUSUAL CONTAMINANTS OR UNUSUALLY AVOID LOCATING NEAR OR ABOVE SOURCES OF HEAT. STRONG SOURCES OF SPECIFIC CONTAMINANTS ARE TO BE INTRODUCED INTO THE SPACE INCLUDING ENVIRONMENTAL CIGARETTES, PIPE OR CIGAR SMOKE. CHANGES IN SPACE USE, CONTAMINANTS, OR OPERATION MAY REQUIRE A RE-EVALUATION OF THE DESIGN AND 4. CONCENTRIC VENT LINE FOR COMBUSTION AIR INTAKE / EXHAUST FROM GAS FIRED EQUIPMENT TO ROOF IMPLEMENTATION OF NEEDED CHANGES. TERMINATION KIT. ROUTE PIPING FROM RESPECTIVE UNIT TO LOCATION INDICATED ON ROOF PLAN. ROUTE PIPING WITH MINIMAL AMOUNT OF BENDS AND MINIMUM LENGTH AS REQUIRED BY RESPECTIVE UNIT MANUFACTURER'S REQUIREMENTS. Mil MECHANICAL ROOF TOP A/C UNIT SCHEDULE M 13 UNIT DUCT DETECTOR DETAIL M 16 FRESH AIR CALCULATIONS M 1 Q HOOD SECTION DETAIL N.T.S. REVISIONS • U I� h 0 M o l� 00 r LuM00 W < J 0.)Z _�'A3W (n &" z TT� 1A �j 9 V Q � 1 r� � � W O � � O M-� M�M Fil DRAWN RRY CHECKED RRY DATE November 212017 SCALE ASSHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. Mm3 OF mI z LIGHTING SCHEDULE 2x2 LAY -IN LIGHT FIXTURE PENDANT LIGHT FIXTURE (LED) LE W/ OVERLAY (LED) (TYP.) a1 WITHIN HANGING SOFFIT 2X4 FLUORESCENT LIGHT EXTERIOR BLACK WALL FIXTURE, LAY-W @ SUSPENDED 10 UPIDOWN SCONCE W/ LED-e CEILING GRID SYSTEM (LED) PACK LENS 0 RECESSED CAN EXTERIOR O INTERIOR FLUSH CEILING LED-1 DOWN LIGHT FIXTURE (LED) SPEAKER o EXTERIOR LED FLOOD LIGHT S❑ EXTERIOR SPEAKER LIGHTING SCHEDULE Checked:03/22/17 CODE DESCRIPTION MANUFACTURER PRODUCT INTERIOR Al 2X4 FLATACRYLIC LENS W/ 3T8 LAMPS MET 2GR8-332A-UNV-AD-IOP3P32SC-U Al-EM 2X4 FLAT ACRYLIC LENS W/ 3 T8 LAMPS (EMERG. BALLAST) MET 2GR8-332A-UNV-EL4-AD-IOP3P32SC-U Al-F FIELD INSTALLED FLANGE KIT(DRYWALLCLG) MET FCTKA-24W-U A1P 2X4 18 CELL PARABOLIC MET 2EP3GX-332S361-UNV-AD-IOP3P32SC-U A1PO 2X418 CELL PARABOLIC (OVERLAY) MET 2EP3GX-3325361-0/040-UNV-AD-IOP3P32SC-U A2 2X2 9 CELL PARABOLIC MET 2EP3GX2U6-S331-UNV A2130 2X2 9 CELL PARABOLIC (OVERLAY) MET 2EP3GX2U6-S331-UNV-OL BL BATHROOM WALL SCONCE FORECAST F540436 C ITRACK HEAD- OPEN STYLE HALO L703MB W/ 1OW LED LAMP C1 TRACK HEAD - (JAll BREW ONLY) UGHTOLIER PH220R30 C4 MENUBOARDUGHTTHSO-4'-0" ELLIPTIPAR F144-V4BS22-120-LXXW/LENS (COMBO ONLY) 1L JINCAND. DOWNLIGHTW/ WHITE TRIM LEV 9875 K 142W COMPACT FLUOR. DOWN LIGHT W/ LENS HALO PD7/V142E/7VLiC LP LOW -BAY 12" RAW ALUM. FINISH ATLANTIC SBS12-242E 1/2PL-24-PL-HSHG LED-1 LED DOWN LIGHT W/ RC-6 HOUSING CREE VL6-1027120-SPl/ VL6A-SP1 LED-3 LED 2X4 RECESSED FIXTURE CREE VL24-4035-SP1 LED-4 LED 2X2 TROFFER CREE ZR22-32L-35K-1OV LED-6 LED 2X4 TROFFER (Backroom'only) Metalux ZR24-40L-35K-iV LED-7 LED EXTERIOR STRIP LIGHT SLOAN 701912 C175 (48" LONG) Pi HANGING ORANGE PENDANT LIGHT BOCK LIGHTING P05-DD201109-L/TC-4T213 (ORIGINAL BLEND) P2 HANGING DECORATIVE PENDANT MODERN LIGHTING UNIVERSE/EUROFASE LIGHTING 23194-0 (CAPPUCCINO BLEND) P3 HANGING DECORATIVE PENDANT (18.5" DIA.) BOCK LIGHTING P05-DR18OPPP (DARK ROAST) P4/4A HANGING DECORATIVE PENDANT (6" DIA) BOCK LIGHTING P14-57 (FROSTED OR AMBER GLASS SHADE) P5 HANGING DECORATIVE PENDANT (20" DIA.) CON -TECH 17822 (JAll BREW- W/ DEC CLG COFFER) P6 IHANGING DECORATIVE PENDANT(13.5" DIA) CON -TECH 17374(JAll BREW) IB-24 IDECORATIVE CEILING ELEMENT DGS (CUSTOM) JAll BREW (24" DIAMETER) JB-36 I DECORATIVE CEILING ELEMENT DGS (CUSTOM) JAll BREW (36" DIAMETER) 1B-48 IDECORATIVE CEILING ELEMENT DG5 (CUSTOM) JAll BREW (48" DIAMETER) OC OPTIONAL -WALL MOUNTED OCCUPANCY SENSOR -WHITE WS WS-200-W W-EBU 2-HEAD BATTERY PACK EXITRONIX LLSOH X LED EXIT W/ BATTERY EXITRONIX VEX-U 3P-WH cOmBO Exn COMBO LED EXIT / (2) HEAD EBU EXITROI VEX-U-BP-WH-EL90-R EXTERIOR CJ 1EXTERIOR AWNING LIGHT MERCURY M4000-1-32-OCT-ELB-UN1 G JEYEUD WALL PACK -1OW LED COOPER XTORIA GF 1100W MH GROUND FLOOD LTH TFM100MTA-TB-DBL-LPI LED-2 EXTERIOR 3" LED FIXTURE CONTRAST CA2550/REFRE2550-CL/ CA2550-01 RH EXT. WEATHERPROOF EM REMOTE HEAD EX ZIP-2 SVL-22F- 3 SITE LIGHTING USA SVL22F-I11-35OPS-MT-I-DBM-LAMP--SNTS-204-11-1-DBM TC DIGITALTIME CLOCK TORK DT5200A WSC-1 EXTERIOR BLACK UP/DOWN SCONCE W/ LENS SLP 8340-10/9008-12 WSCX-2 SIGNUTE FIXTURE W/ 18" ARM W/ LAMP HI-LITE H-HDMR16/18-1-119/50W/LV-BCM-M / B0112830 WSR EXTERIOR ARCH. WALL PACK- 175W MH COOPER IXTOR3A LIGHTING SCHEDULE NOTES 1. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. REFER TO NATIONAL ACCOUNT SOURCE INFO FOR LAMP SPECS&VILLA LIGHTING RE- LAMPING PROGRAM. ALTERNATES FOR DRYWALL OR EMERGENCY FIXTURES CAN BE FOUND UNDER NATIONAL ACCOUNTS. 2. ALL INCANDESCENT LAMPS SHALL BERATED 130 VOLTS 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR. FLUORESCENT BALLASTS FOR T8 LAMPS TO BE ADVANCED MANUGACTURED OPTANIUM WATT MISER, EXCEPT OUTDOOR FIXTURES TO BE ZERO -DEGREE MAGNETIC BALLASTS. 4. PROVIDE HOLD-DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. 5. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE 6. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS WITH THE REFLECTED CEILING PLAN. 7. LAMPS SHALL BE AS MANUFACTURED BYSYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC OR APPROVED EQUAL. COMMUNICATIONS FLOOR PLAN SCALE : 1 /4" = V-0" CODE NOTES: CODE IN EFFECT: NEC 2011 AND FBC 2014 5TH EDITION. EGRESS LIGHT NOTES: 1. EGRESS ILLUMINATION SHALL BE A MINIMUM OF AVERAGE 1 FOOT CANDLE. 2. ALL EGRESS ILLUMINATION SHALL COMPLY WITH FBC 1006. 3. EMERGENCY AND EXIT LIGHTS CONNECTED TO CIRCUITS POWERING SAME AREA. LIGHTING NOTES: 1. LIGHTING TO COMPLY WITH FBC SECTION 505 AND TABLE 505.5.3 FOR LIGHT DENSITY. GENERAL NOTES: 1. ELECTRICAL, MECHANICAL AND PLUMBING CONTRACTORS TO COORDINATE THE LOCATION OF ALL FIXTURES AND EQUIPMENT WITH THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. 2. CONTRACTOR TO SUBMIT REQUEST FOR ADDITIONAL INFORMATION OR CLARIFICATION FROM ARCHITECT IF ANY DISCREPANCIES ARE FOUND THAT AFFECT THE LOCATION OF ANY FIXTURE AND/OR EQUIPMENT AS LOCATED IN THE ARCHITECTURAL REFLECTED CEILING DRAWINGS 3. ALL FIXTURES VISIBLE TO BE MOUNTED CENTERED AND/OR EQUAL DISTANCE IN THE SPACE - AS PER THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. CONTRACTOR MUST CONTACT ARCHITECT TO COORDINATE LOCATIONS(S) PRIOR TO INSTALLATION - WALK -IN FREEZER WALK-IN LIGHTS INSTALLED BY CONTRACTOR, PROVIDED BY EQUIPMENT SUPPLIER B-31 Lr, WALK-IN COOLER iL B-19 9-031 THROUGH TIMER WITH OVERRIDE SWITCH r- m 0 m 0 m 0 D 0 B-27 nf- 60M Cl LED-t. LED 9 {{ IL41 L E ED-1 TIE TO a o C- C- I v 0 fT. I �I I I 71 r � I I 1 N N I I r 0 m o s SPEAKER RUN TO m I AUDIO TEM. 0 FICOORDINITE111 A a 1 Panel Wal Art 1-Panel all Art OWNER B-19 ----- ----- WALL PA IL m m E ---- — WALL K` B-19 THROUGH TIMER \ THROUGH TIMER _�pAjNl WITH OVERRIDE • SWITCH u� B-25 SIGN B-23 SIGN ate; _.q FeRr •!C^s �'�W rv- �gE �gAFcNls� � r ,v ELECTRICAL LIGHTING FLOOR PLAN SCALE : 1 /4" = V-0" EE IL E C T R, !CAL R EvjEvv tZ!16 APPROVE. _L)r'-.T E REVISIONS • U TT �n MCI - L� V J TZ W LLl I . f' ~ >- I rO f\ Q T�om/^ V1 W r�--I W DRAWN RRY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. Eml OF 1 C-19,21,23 C-13,15,17 WALK-IN WALK-IN FREEZER COOLER VERIFY LOCATION GFI C-25wp C-29 RTU-1 L� A-38 EF-i HOOD EXHAUST FAN ELECTRICAL POWER ROOF PLAN SCALE : 1 /4" = 1'-0" CODE NOTES: CODE IN EFFECT: NEC 2011 AND FBC 2014 5TH EDITION. DISCONNECT NOTES: 1. ALL OUTSIDE DISCONNECT TO BE NEMA 4. 2. INSIDE DISCONNECT TO BE NEMA 1. 3. DISCONNECT / FUSE AMP RATING TO MATCH PANEL SCHEDULE BREAKERS FEEDING THEM OR THE NEAREST HIGHER STANDARD. ADDITION{ABOVE,{ { Yi J id�r��' �a 20 at GENERAL NOTES: 1. ELECTRICAL, MECHANICAL AND PLUMBING CONTRACTORS TO COORDINATE THE LOCATION OF ALL FIXTURES AND EQUIPMENT WITH THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. 2. CONTRACTOR TO SUBMIT REQUEST FOR ADDITIONAL INFORMATION OR CLARIFICATION FROM ARCHITECT IF ANY DISCREPANCIES ARE FOUND THAT AFFECT THE LOCATION OF ANY FIXTURE AND/OR EQUIPMENT AS LOCATED IN THE ARCHITECTURAL REFLECTED CEILING DRAWINGS 3. ALL FIXTURES VISIBLE TO BE MOUNTED CENTERED AND/OR EQUAL DISTANCE IN THE SPACE - AS PER THE ARCHITECTURAL REFLECTED CEILING DRAWINGS. CONTRACTOR MUST CONTACT ARCHITECT TO COORDINATE LOCATIONS(S) PRIOR TO INSTALLATION. ELECTRICAL POWER FLOOR PLAN SCALE : 1 /4" = 1'-0" EAPPi�CNE.00ftt—,k4 CAL FIE EW FIAT 7 REVISIONS ■ 3 s ^a • s _ M I- 00 `~ ji In . �.. 9. U LL s0 (D Nm cp Q Z = LL� iGa�1 U Q a J LL 0 QLO ~ OW U LL d t� Q Tom^ V 1 � � W V~11 O ✓ F--1 �M W DRAWN RRY CHECKED PRY DATE November 212017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEETNO. E=2 OF PASS & SEYMOUR DMB POWER AND DATA ON SOFFIT AS 3-GANG RECESSED WALL BOX SHOWN ON DRAWING SHEET E-3. MODEL # TV3LVKITWCC2 CENTERED FROM POS COUNTER AT FRONT LINE 120V/15A DEDICATED DUPLEX ELEC. RECEPT."-z" NEED DEDICATED OUTLED DMB POWER CONDUIT TO (NON GFI ) AND DATA FOR THE PANEL BOARD 2SINGLEGANO-QUAD DATA RECEPT. MONITOR DMB DATA CONDUIT REQUIRED FOR 8 DATA CABLES TO OFFICE TURBOCHEF OVENS 208V, 350OW, 30A I- — — — — — — -_- — — — — — — .- - — — — -- _..- -._ram...- -_ _. _- _- -- _l NEMA # 6-30P _ HOLDING UNIT r � 120V, 1200W, 10A, NEMA #5-15P I I EXHAUST HOOD BEHIN —_ —_ — _ _ _— _ v 1 Ir-� 8 ® I I ORENTO ------T------r- -----1---BF�YbND 1O = - - --- Tal � � � I / Tl � - i--i, - 1 J----- SUN AE CENTER B VER GE CENTER BAK RY BAKERY HAND ISLAND SAND I H ST TI N CA CA SINK OASIS 0 0 < m m � v. N c+ I N TE R I 0 R E E �A TI 0 N S E R �I C E S TA TI O N SCALE N.T.S. Ham TII tF B'Aa 0 qq• AE5• cOOKsranoN 215 S A KA 15 KF TOR TOASTING '242' Pl�) ovEN 245A '247• o A9 1>etr o SBBTAND PRINTER DUAL LANE TOASTER (DATA AND POWER) 208/24OV, 23.8/20.7A, i PHASE, 60Hz, Nema 6-30 33" ASSEMBLY STATION REFRIG. 115V, 7.2A, 15A/lP, 60HZ (2) TURBOCHEF OVENS Nema 5-15R 208/24OV, 3OA/2P, 6OHz VDU Nema 6-30P (DATA AND POWER AT 115V) VDU HOLDING UNIT Ne a 1P, 60Hz (DATA AND POWER AT 115V) 120V, 1 Nema 5-20-2OP COOK STATION REFRIG. PRINTER _J (DATA AND PO n,'ILC R) iP, 60Hz 115V, 7.2A, !�5- Nema15R rCONDENSATE OI:F] z 4 2,-' 1, II w 8• 1 -0 •-1 1•- s ID I 5" iO'-10 2 SANDWICH STATION EQUIPMENT SCHEDULE SCALE N.T.S. ti J BOX TYPICAL DATA _ DMB - _ - DATA DATA QUAD OUTLET X 4 O NVYJ BOX DUPLEX w m TYPICAL "DUPLEX OUTLET I 2L-37_ OUTLET - - J BOX OUTLET 0 ^CD TYPICAL 1 I I i `F � i7 M •_ tV LEFT SIDE FRONT RIGHT SIDE LLLU' _VIEW Im4ea%� 'h- OFFICE ELEVATION APPRQVEI, ;, ,DAre SCALE : N.T.S. EQUIPMENT SCHEDULE EQUIPMENT PLUMBING ELECTRICAL ITEM# CITY. DESCRIPTION MANUFACTURER MODEL# N.S.F. E.T.L. U.L. E.T.L WATER WASTE REMARKS LOAD I SUPPLIED W/CORD &PlW RECEPT. SPECA.F.F. REMARKS H.W. C.W. DiR. AND. volrs pHasE AMPS aRCDTT SIZE #WIREs W/ GROUN ° 10 1 SINK STATION (BR)36"Wx31-1/2"D UNIVERSAL BR-36CBT-831-2E5 2 1/2" 1/2" L2 A 11/2"OR2'PERtOCCODE IOD 1 14"x24"WALLMORN4TSHELF FOR BBSINKSTATION METRO INM1424BR 15A 1 BANANA TREE BUILT -IT 20045 ISB 3 HOTFUDGE WARMER W/INSERTS, UDS & PUMP SERVER PRODUCTS 82155 120 1 4.2 15 3 Y WMA5-15P Ise 1 SCALE FOR MEASURING HAND -PACKED ICE CREAM ONAUS REISUS 120 1 60DmA 15 3 Y NEMAS-15P '20M' 2OM-1 2 RENDING STATION -ADVANCE VITAMiX 36011 120 1 15 20 NEMAS-15 20M-2 COUNTEWTOP BLENDER BLENOTEC CA1484434104 " 120 1 15 20 NEMAS-15 2DO 4 COUNTERTOP ADIUSTABELCUP DISPENSER DISPENSE -RITE CILD-22 '30• 30-1 1 27'Wx305-0SUNDAE STATION W/CASTERS SILVER KING 3KF2A-05 D025165 9 115 1 4.6 15 3 NEMA5-15 30-2 27.5"W x30"Q SUNDAE STATION W/CASTERS VERDADERO ISSUa7.8 115 1 4.6 15 Y NEMAS-15 30P 1 I� A GRRACKSANDCUPS.HOLDSMEASUREDICES000PSFORN ES WASSERSTROM 6012041 41 1 HAND SINK -18"W x34'0 W/12"SPLASHGUARDS UNIVERSAL OD-18C81344RL D036264 1/2" 1/2" 1-1/2" SOF 4 FOUR SECTIONVERTICAL WIRE RACKCUP HOLDER DISPENSE -RITE WR-CT-4 60A 2 DIPPERWELL BUILD -IT 90022 21-6 1/4" 1/2" INDIRECTTO FLOOR DRAIN 61-1 2 DIPPING CABINET - 67 1/8"W x291/2"D x 52 1/8"H W/ CURM GLASS GLOBAL CKDC 67 V-BR 1' CONDENSATE 115 1 8 15 4 Y NEMA5-15 7058 1 MOBILE DONUT/DAKERY CASE-6 TIER X3 WI DE VULCAN 1013776-00001641 120 i 20 705C 1 MOBILE DDNLA/BAKERYCASE-6 HERX2 WIDE VULCAN 1015021-GOLI0164 120 1 20 70L 1 REMOVABLE TISSUE BAG DISPENSER FOR LAKESIDE RACK(OPTIONAL) APPLIEDTOFRONTOFRACK WICAN 1013776E-P 70.7 3 REMOVABLE ISSUE BAG AND BOX HOLDER(OPTIONAL) APPLID TO SIDE OF RACK VULCAN 1014178 963 2 COFFEE ART ESPRESSO MACHINE SCfRAERER I50-9000 3/B" il/2" 208 1 30 30 Y NEMAL6-30 961 4 SWIRLNSPRESSO SYRUP RACK (ALSO USED FOR COOLATTA) WIREFAB WE 31701 96Q 1 ESPRESSO SPEED RAIL WIREFAB WF33801 'IOSC• IOIC-I 1 DAIRYDISPENSER-AUTO PORTION AC DISPENSING 320-FP-7 1 120 1 3 IS NEMAS-15 lO1C-3 DARYDfSPENSEft - AUTO PORTION SILVER KING SKBD3L5 120 1 IS 15 NEMA5-15 SO1CC FLEXOSHOT 2-PRODUCT MANUAL DISPENSER MILK &CREAM AC DISPENSING AC220-FP-02 120 1 3 15 NEMAS-15 101D 1 SURE SHOT SUGAR DISPENSER ACDISPENSING AC6.E 120 1 2 15 1•X-:MAS-15 101G 3 SPEED RAIL FOR UDS-20" MICROWIRE AD-HLOR-2 101H 1 SUGAR/TEA BAG/S nRRER HOLDER- 13- MICROWIRE AD-SH-1 101D-3 I AXIOM TWIN CARAFE BREWER W/CDR° BUNN 3870D.003 YES 20-90PSI. NIACHINEREQUIRESA3/8" MN:E RrnNG 208/120 1 33.3 50 3w+1G Y NEMA 14-50 BUNK PROVIDED CORD & PLUG INSTALLED By GENERAL CONTRACTOR IOSPP-3 1 A%IDN51NG1E CARAFE BREWER W(CORD BUNK-0-MADC 38700.0031 YES 20 go PSI. MACHINE REQUIRES A 1/4"MILE HTi1NG 208/120 1 163 20 3w1G Y NEMA L14-20 BUNN PROVIDED CORD & PLUG INSTALLED 8YGENFJULCONHVCTOR 301q-3 1 MULTI -HOPPER GRINDER AND STORAGE SYSTEM - USED WITH AXIOM BUNN-O-MATIC 3560°.0011 120 1 li 15 2 Y NEMA5-15 BOON PROVIDED CORD & PLUG INSTALLED BY GENFPALCONIRACIOR 102A 1 FLAVOR SHOT9 PUMP COUNTERTOP RACK WIREFAB WF30563 •108A' 3°8A-1 1 HOT WINTER BEVERAGE MACHINE BUNN-0-MADC DDHWB 1/4" 2040PSI f138622 KPA) 208/120 1 21.7 30 3w+1G Y BONND GDR°&PLUGINsrKLED RALCO[ONIPACiOR BYGENERAL 108A-2 HOT WINTER BEVERAGE MACHINE CECILWARE GBSM5.5-IT-U-DB 1/4" MR 30P9 AWTER INLET PRESSURE 208/240 1 28.8 30 NEMA L14 116 1 ISLAND OASIS- MAGNABUEND BLENDER TAYLOR S82512-WDD 114" 7/8' 110 1 20 20 2W+IG Y 116E 1 Rack System - Left (OpQ Wirefab 33180 116F L Rack System-Right(Opt) Wirefab 33179 '120F' 120E-1 1 UNDERCOUNTER REFRIGERATOR. 27"W/CASTERS, RIGHT HINGE DELFIELD 406-CA-SPL-RHH 7 SA4769 115 1 7 15 3 V NEMAS-15 120E-2 2 UNDERCOUNTER REFRIGERATOR-27°W/ CASTERS, LEFT HINGE DELFIELD 406-CA-SPL-LHH 7 SA 4769 115 1 7 15 3 Y NEMA5-15 120E-3 UNDERCOUNTER REFRIGERATOR-27"W/CASTERS, LEFT/RIGHT HINGE VICTORY UR-27-SST 115 1 5.6 15 2 Y NEMA5-15 129A I DIPPING CHOCOLATE WARMER 2/410 CAN (DRY HEAT) WASSERSTROM 308391 140A 1 DOME DID DISPENSER DISPENSE -RITE WR4 200A 1 ICED COFFEE BREWER -MC3DD W/CORD BUNN-O-MATIC 24450.0003 •• 1/2" 2"0 PSI MACHINESOPPLIED WITH I/4"0-0. MALERMEFITDW 120 1 195 30 3W+1G N NEMA L14-30 6'CORD TO BE PROVIDED & INSTALLED BYGC 201A 2 ICE CADDY COLOR COFFEE BEIGE CAMBRIC, ICSIOOL 202A 3 ICED COFFEE DISPENSING CABINET .BUNN-0-MA11C 35100.1001 202F I HOTWAIERDISPE16ER BUNN-O-MATIC 45300.0003 120 1 14.2 20 Y NEMAS-15 215 2 BILLETOVEN WITH STONE, PEEL AND 2 TRAYS TURBOCHEF ENC-9600-640-30EM 208-240 1 30 30 Y NEMA6-30P 215T 1 STAINLESS STEELCART FOR TURBOCHEF BULLET OVENS UNIVERSAL DD-255L5-3020-C 242• 242-1 1 33" COOK STATION W/OVERSHELF AND WRAP HOLDER DELFIELD OBC533 241-2 32"COOK STATION W/OVERSHElf A140 WRAP HOLDER DUKE 0832COOK •244. 244A 1 DUAL. LANE TOASTER HATCO ITQ-1750-2C 208/240 1 23.9 30 Y NEMA6-30 244E DUAL LANE TOASTER STAR IRC52-SBD 208/240 1 30 V NEMA6-30 245A-1 1 TOASTING STATION STAINLESS STEELWORK TABLE 275"W x36"D DEIFIELD DBTS27 246- 246A-1 1 12 BAY PASS THRU HOLDING UNIT 33"W X 16"D X 16.5"H CARTER HOFFMAN MZ343S-0D 120 1 15 20 3 Y NEMA 5-20P 246A-2 12 BAY HOT HOLDING UNIT 33"W X 34'D X 16"H PRINCE CASTLE OH83PT-33DD 208/240 1 9.6-111 15 3 Y NEMA645P 246e-1 12 BAY PASS THRU HOLDING UWT33'W X16"DX 165"H GMTF.R HOFFMAN M2343P-DD 320 1 15 20 3 Y NEMA5-20P 246&2 12 RAY HOT HOLDING UNIT 33"W%14"OXI8"H PLUNGE CASTLE DH835533DD 120 1 15.65 20 3 Y NEMA6-20 '347• 247-1 1 33- ASSEMBLYSTATION REFRIGERATOR W/ OVERSHRE TWO DRAWERS DELFIELD DW33 247-2 32°ASSEMBLY STATION REFRIGERATOR W(OVFRSHEtf TWO DRAWERS DUKEL1D32ASSEMBLE 289 1 33"L FREESTANDING CONDIMENT STATION SUPPLIER 290 1 36"SWING GATE W/END PANELS EQUIPMENT SUPPLIER CUSTOM MILLWORK 395 1 HAND WASHINGSINK W/SIDE SPLASHES -FOR FRONT &BACKROOM UNIVERSAL EHS-IRL-WH 1/2" 1/2" 11/2" 11/2"-2"PER LOCAL CODE 402 2 EMPLOYEELOCKER WIN-HOLT WL-66(156195) 409F 1 ICE BIN-893 LB CAPACITY SCOTSMAN 0948S 414 1 PRODIGY ICE MAKER CUBE STYLE,AIR COOLED, UPTO 1077 LEIS PRODUCTION/24 HRS. SCOTSMAN C1030SA-32B 208-231 1 16 20 2 420A I SHELF -24'Wx60"D- ORDER (5) SHELVES PER UNIT METRO 2460BR 420E 2 SHELF - 24"W x 48"D - ORDER (5) SHELVES PER UNIT METRO 244BBR 420C 1 SHELF - 36"W x 48"D - ORDER (5) SHELVES PER UNIT METRO 2436BR 420E 1 SHELF -24'W x72'D- ORDER(5) SHELVES PER UNIT METRO 2472BR 421A SHELF -18"Wx60"D- ORDER (5) SHELVES PER UNIT METRO I860BR 4218 3 SHELF - 18"W x 48"D - ORDER (5) SHELVES PER UNIT METRO 1848BR 421C 3 SHELF - 18'W x 36"D - ORDER (5) SHELVES PER UNIT METRO 1836SR 421L I SHELF - 18"W . 72"D - ORDER (5) SHELVES PER UNIT METRO 1872HR 434A 1 112"W %34"D THREE COMPARTMENT SI NK (LUST BAKED)- 20-W x 28-D x 14" BOWLW/ (2) 24"W DRAIN BOARD. (3) TWISTHANDLE LEVEL DRAINS UNIVERSAL OD-3N202814-2D24/ISB- 1338/TSB-158 3/4" 3/4" 2" DIR71 NO WASTE AS DETERMINED BY LOCAL CODES 4358 1 108" SINK TRAX SHELVING WORKSTATION. INCLUDES SHELVING & BRACKETS USED FOR 132"iFNFECOMPARTMENT SIN 155 W5T1415E '480• 480-1 1 WALK-IN COOLER/FRFEZER PACKAGE NOIDAI(E PER WALK-IN ORDER FORM PROW OF DRAIN FOR EVAPORATOR ME CONDENSATE0EN5AlE (HEATED IF LOCATED OUTDOORS) 1 1 1 N 1ZOB-23W, INCANDESCEHr OOOACH)-15%IP-Iisv. SA, IDX; A. LIGHIS(EACH)-SLSV, SPH;Hm/ aRYENI'-ILsv:2A 1PH;HIEE2ER SYSTEM 170. 3PH 480-2 WICK -IN COOLER/FREEZER PACKAGE KOLPAK PER WALK-IN ORDER FORM .. PRO/IDEDRMNFIxt EVAPoRATOR COIL (HEATED IFLOCATED OUTDOORS) �� , -, „ IN 'S39B' 539e-1 2 HYDROVECHON OVEN-DOUBE, ELECTRIC BLODGEa HV-100E-ES-0OUBLE-DD 3J4' 3/4" 208-240 3 50/45 50 5398-2 HYDROVECTION OVEN - DOUBLE, GAS BLODGETT HV-1DW$-DOUBLE-DD. 3/4" 1" 3/4' NPT GAS SUPPLY 115 1 5 1S NEMA 5-20R 541A 3 DUNNAGE RACK-36`W x 20'0, SINGLE TIER USED FOR JUST WED LOCKWOOD D203&8 541D 1 DUNNAGE RACK -72'Wx20"D, SINGLE TIER, USED FOR RUST BALED LOCKWOOD D2072-8 543 2 BAKERY PAN RACK KELMAX 41R6191 '554' 554 GLAZER STANDARD HEIGHT 34"WITH EZ ROLL BELSHAW 22338HG-ISE2DD-34 554A GLAZER WITH EZ ROLL APPLICATOR -USED FOR )BOO BELS14AW 22338HG-ISE2DD.32 554D GLAZER WITH SCOOP "OLDER- FOR JBOD BELSHAW 22338HG-18DD34 554C GLAZER WITH SCOOP HOLDER- USED FOR JBOD BELSHAW 223381,143-18DO32 554E 1 18"06°X3.5"DEEP TRANSLUCENT FOOD BOX. GM HIS SMALUNARES CAMBRO 18263CW 560A 96"%36^ STAINLESS STEEL FINISHING TABLE W/NO DEEP ELF UNIVERSAL B36-032E5 561 4 4 SED), FINISHED PRODUCT RACK (IN SHOP USE ONLY-NOTENCLOSED} KELMA7L APRM APRlk1326-5/AT/TG/BK 563 1 POWER BASE EDHARD P-4010 29051 SA4027 120 1 15 WMA5.15 590C 1 HIGH EFFICIENCY RO SYSTEM WITH SOFTENING PENTAIR 655 2 BAR HEIGHT COUNTER (VERIFY DIMENSIONS) SUPPLIER 667 1 WASTE RECEPTACLE FOR SAES AREA INCLUDES LINER) RUBBERMAID A0130BKPL 680 1 FREESTANDING QUEUEING SYSTEM 1AVI INDUSTRIES 83000 708 1 24" X 48" RECTANGULAR TABLE TOP PLYMOLD F82448 712 1 24" X 24" RECTANGULAR TABLETOP PLYMOLI) FB2424 713 1 30"X48"RECTANGULAR ADATABLETOP PLYMOLD F83048 ISO 3 EXTERIOR POLISHED TABLE WITH STEEL FRAME 71'X71"X29" AMERICANCHAIR&SEATING TF3138D3 781 1 EXTERIOR POLISHED WHEELCHAIR ACCESSIBLE TABLE59"X69"X32" WASAU TF3139D3 815 1 BASKINROBBINSFLAVORS 1.0MENU BOARD PACKAGE POSTERLOID BR-FIw-MB/BR-FIav-MB- Nat -Cal 120 1 15 20 855E 1 FRESH BREW PICKUPSIGN DGSRETAIL DD-PU28 •927• 927A 6 POLY RESIN BAR STOOL INCAPPUCCINO ALLERMUIR CS5BS 9278 POLY RESIN BAR STOOLIN PINK ALLERMUIR CSSBS 927C WOOD SCOOP STOOLIAZZ BREW ALLERMUIR SCOOP A430/ALPI 9270 CHOC WOOD LAMINATE STOOL ISI CHM83-047 '928• 928A 10 POLYRESINDINING ROOM CHAIR INCAPPUCONO ALIEMMR CS-2 928B WOOD LAMINATE DINING CHAIR IN GINGER ROOT MAPLE 151 CHMS3-D98 928C WOOD SCOOP DINING CHAIR JAZZ BREW ALLERMUIR SCOOP A432/ALPI 1202 1 WAFFLE CONE BAKER COBATCO INC. MID, 10 120 1 10 DMB 1 FOUR PANEL DIGITAL MENU SYSTEM NEC V462 TDIa 137 EQUIPMENT SCALE SCHEDULE N.T.S. REVISIONS v • •e: y V. awu•• V 00 7.1 cam, 7.W.K:. jo LL• •o; tU r U) ch • C� u1 �.�C�NQZ= w LID �UQ T� �a0Q�LL V1O� =¢O >- O jCK o1 w U uU n jv Izl� a W i p r1^� 1 r� ¢'Wc� C/1 w F� Q� V L N Wkr � � W O O V1 �M DRAWN RRY CHECKED RRY DATE November 212017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. 3 OF A. GENERAL PROVISIONS 1. THE WORK SHALL CONSIST OF FURNISHING LABOR, EQUIPMENT, AND MATERIALS TO PROVIDE THE COMPLETE INTEGRATED ANDPROPER FUNCTIONING SYSTEMS AS SHOWN ON THE DRAWINGS. 2. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL CODES AND ❑RDINANCES OF THE AUTHORITY HAVING JURISDICTION. 3, ALL EQUIPMENT AND MATERIALS PROVIDED SHALL BE NEW AND IN CONFORMANCE WITH APPLICABLE PROVISIONS OF NEMA, ANSI, U.L„ ETC. AND SHALL BEAR AN UNDERWRITERS LABEL WHERE APPLICABLE 4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF OTHER STRIP FLUORESCENT LIGHTING FIXTURE SO AS TO AVOID INTERFERENCE. S. 5. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL LAYOUT OF ELECTRICAL �- UC UNDER CABINET STRIP FLUORESCENT LIGHTING FIXTURE SYSTEMS. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING THE PROJECT. SPOT LIGHT GROUP G. THE CONTRACTOR SHALL PAY FOR ALL PERMITS AND INSPECTIONS REQUIRED BY STATE C EXTERNAL SIGN UGHDNG AND LOCAL LAWS AND ORDINANCES. - 7. UPON COMPLETION OF THE WORK, FURNISH TO THE OWNER REQUIRED BY STATE AND LOCAL LAWS AND ORDINANCES. AUTHORITIES HAVING JURISDICTION. MAIN ELECTRICAL ROOM - TENANT SPACE SURFACE MOUNTED FLUORSCENT UGHDNG FIXTURE B. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. 9. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR. 101 Q RECESSED FLUORESCENT LIGHTING FIXTURE 10. ANY DEFECTS FOUND DURING OR AT THE COMPLETION OF WORK SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. G o RECESSED FLUORESCENT LIGHTING FIXTURE, SAME AS ABOVE EXCEPT 11. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR CUT SHEETS OF DEVICES, PANELBOARDS, DISCONNECT SWITCHES, STARTERS, LIGHTING FIXTURES AND OTHER -r - - - - -I o EXISTING PA11El n � DlST. PAN771 - WIRED AHEAD OF LOCAL SWITCH FOR USE AS NIGHT EMERGENCY LIGHT / ELECTRICAL EQUIPMENT FOR APPROVAL TO THE ARCHITECT/ENGINEER. Imo• I L-L tP2 & IP3 3P-30pA -� J MAIN SWITCHBOARD I A pOST pp� NEW NEW NEW I 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF HIS - - - - "MDP" 3P 70A lYC PANEL PANEL PANEL C DENOTES ON CEILUNG WORK. 'PROVIDE' I 12D/208V IEXGF. PANEL Il 9� E70ST PAIII "A" C" "B" D DENOTES DEMO 13. THE TERM USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS I 30, 4 WIRE I EM 3P-4= 100A IYl E DENOTES EXISTING DENOTES THE CONTRACTOR SHALL FURNISH AND INSTALL, T - - I [Rd. PANE- Q - - DENOTES NEW 14. THE CONTRACTOR SHALL COORDINATE WITH FPL ALL REQUIREMENTS FOR CONDUIT I Ll 3P-MA N ENTRY AND CABLE TERMINATIONS IN THE UTILITY TRANSFORMER. ANY CONFLICTS - - - - -j R DENOTES RELOCATED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER PRIOR TO 1 NUN PANEL 0 I UC UNDER COUNTER/IN CABINET COMMENCEMENT OF WORK. I I o� I i- ---1- - - ij - - -I 1 SET 4#4/0 AWG & 15. THE CONTRACTOR SHALL COORDINATE WITH THE TELEPHONE UTILITY FOR PROVIDING I L I I I I i#4 E.G. IN 2" C INCANDESCENT, CFI, OR H.I.D. LIGHTING FIXTURE THE REQUIRED CONDUIT SIZE AND NUMBER T❑ THE TENANT SPACE. THE CONTACTOR I - I I 3P-1600A -I WALL MOUNTED INCANDESCENT, CFL, OR H.I.D. LIGHTING FIXTURE SHALL PROVIDE ALL CONDUITS WITH PULL CORDS AND SHALL INSTALL FROM THE LEXIST� I 1 OF I FEXIST� I LOCAL TELEPHONE BOARD TO THE MAIN POINT OF SERVICE. LMAIN EMERGENCY BATTERY UNIT 16. WIRING CIRCUITS TO OPEN OFFICE WORKSTATIONS SHALL HAVE A DEDICATED NEUTRAL I MAIN I I MAIN I I I I I FOR EACH CIRCUIT. SHARED NEUTRALS ARE NOT ALLOWED. COMPUTER CIRCUITS PAD MOUNTED TRANSFORMER 13 OF 3 12 OF 3 f COMBINATION EXIT/EMERGENCY BATTERY UNIT SHALL HAVE A DEDICATED NEUTRAL. A GREEN GROUND WIRE SHALL BE PROVIDE FOR BY LOCAL POWER COMPANY 13P 175 I DOST•C 0 13P 8� I I I . 3P-200A1 I EXIT LIGHT EACH CIRCUIT. THE GROUND CAN BE SHARED FOR MULTIPLE CIRCUITS (EXCEPT FOR IG CIRCUITS) L 175 _ _ L 800 I- o T O _ _ 1 SET 4#2/o AWG & METER - - - T METER DUPLEX RECEPTACLE IN WALL 17. ALL EMERGENCY AND EXIT LIGHTS SHALL BE WIRED AHEAD OF SWITCHES I LEA y=17-f-----A 1#6 E.G. IN 2" C �J 1 I I I I I I I I El Will PN#1 Gn& DUPLEX RECEPTACLE GROUND FAULT INTERRUPTER (GFI) IN WALL B. RACEWAYS I i I I I I I 1 1 PANELWV o + 1� -� -1 WP/GFl DUPLEX GFl RECEPTACLE WITH WEATHERPROOF BOX AND COVER IN WALL 1. ALL WIRING SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE E.M.T. (ELECTRICAL I L J I I E I I I I 6 125A1 METALLIC TUBING) INSIDE THE BUILDING AND RIGID STEEL ON THE EXTERIOR EXPOSED I T- r - T T (- 1 1 I I - - I �T - - 1 SET 4#1/0 AWG & DOUBLE DUPLEX RECEPTACLE IN WALL FROM 5' ABOVE GRADE, CONDUIT BELOW GRADE SHALL BE RIGID STEEL CONDUIT WITH L----J I I I I I I I I L �� 1#6 E.G. IN 1-1/2" C TWO COATS OF BITUMINOUS COATING, OR BE SCHEDULE 40 PVC. ----------I � I L-------I I -- - -3P-1-----J T 1 1 r � DUPLEX RECEPTACLE IN WALL WITH TOP HALF SWITCHED 2. MINIMUM CONDUIT SIZE SHALL BE 1/2' TRADE SIZE. 3. USE FLEXIBLE CONDUIT FOR SHORT FINAL CONNECTIONS TO VIBRATING EQUIPMENT I L - - - - - - - - J 1 I 1 CTR(D-- DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER SUCH AS MOTORS AND TRANSFORMERS. LIQUID -TIGHT FLEXIBLE CONDUIT SHALL BE L - - - - - - - - - - - - - - - - - - - -1 I & 250 VOLT, 3-WIRE RECEPTACLE, 30A OR 50A USED IN DAMP AND WET LOCATIONS. I I 1 4. EXPOSED CONDUITS SHALL BE RUN PARALLEL TO BUILDING LINES. L I ► TELEPHONE OUTLET IN WALL 5, DO NOT INSTALL CONDUITS LARGER THAN 1/3 THE SLAB THICKNESS IN CONCRETE - - - - - - - - - - - �� SLABS. W 10.WALL PHONE TELEPHONE OUTLET IN WALL 0 54" A.F.F. 6. PROVIDE APPROVED FIRE STOPPING MATERIALS AT ALL PENETRATIONS THROUGH FIRE I p DATA OUTLET IN WALL RATED FLOORS AND WALLS TO PREVENT THE PASSAGE OF SMOKE, FIRE, TOXIC GAS OR �I WATER THROUGH THE PENETRATION EITHER BEFORE, DURING, OR AFTER A FIRE, AS 1 2-5/8"X10' COPPER CLAD GROUND D TELEPHONE/DATA COMBINATION OUTLET IN WALL REQUIRED BY ARTICLE 300-21 OF THE N.E,C, BOND TO CWPo--� I �--,RODS DRIVEN 10' APART 4 7. PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH ARTICLE 300 OF THE N.E.0 BOND TO BLDG STEELS-- I D QUAD TELEPHONE/DATA COMBINATION OUTLET IN WALL 8. PROVIDE EXPANSION FITTINGS IN CONDUIT RUNS CROSSING STRUCTURAL EXPANSION AND FOUNDATION STEEL JOINTS. ® TELEVISION OUTLET C. LOW VOLTAGE RACEWAYS S SPST WALL SWITCH 1. PROVIDE CABLE TRAYS (AT 30' OR LONGER RUNS)ABOVE CEILING AT AN ELEVATION THAT S3 3-WAY WALL SWITCH 2. DOES NOT INTERFERE WITH ANY BUILDING SYSTEMS (V.I.F.), SEE LAYOUT FOR LOCATION. MATERIALS SHALL CONSIST OF TRAY SECTIONS, TRAY FITTINGS, CONNECTORS, SUPPORTS, EXPANSION JOINTS, BLIND END PLATES, BARRIER STRIPS, RADIUS DROPS, S 4 4-WAY WALL SWITCH BONDING CONDUCTORS AND OTHER INCIDENTALS AND ACCESSORIES AS REQUIRED, SD DIMMER WALL SWITCH PROVIDE ALL INCIDENTAL AND/OR MISCELLANEOUS HARDWARE NOT EXPLICITLY SPECIFIED OR SHOWN ON THE CONTRACT DOCUMENTS THAT IS REQUIRED FOR A FULLY MOTOR RATED SWITCH OPERATIONAL AND WARRANTED SYSTEM SK KEY LOCK SWITCH 3. PHYSICALLY VERIFY EXISTING SITE CONDITIONS PRIOR TO PURCHASE AND DELIVERY OF THE MATERIALS ST TIME SWITCH, TIME-OUT SETTING RANGE 5 MINITES TO 12 4. CABLE TRAY COMPONENTS SHALL BE MANUFACTURED BY A SINGLE MANUFACTURER. HOURS WITH FLASH AND/OR BEEP WARNINGS TO ALLOW COMPONENTS SHALL NOT BE INTERMIXED BETWEEN DIFFERENT MANUFACTURERS TIME TO RESET SWITCH IF SOMEONE IS PRESENT 5. FOR A GIVEN MANUFACTURER, ALL COMPONENTS SHALL BE PART OF A SINGLE CABLE SOS OCCUPANCY SENSOR SWITCH, AMBIENT-UGHT OVERRIDE TRAY PRODUCT LINE - COMPONENTS SHALL NOT BE INTERMIXED BETWEEN A 15 SEC - 15 MIN. DELAY, MANUAL -ON OVERRIDE MANUFACTURER'S CABLE TRAY PRODUCT LINES 6, THE CABLE TRAY PRODUCT SHALL BE ONE OF THE FOLLOWING OR EQUIVALENT+ 6.1. COOPER B-LINE+ AY GS SERIES CONDUIT AND WIRE CONCEILED IN WALL OR CEILING 6.2. CABLOFIL, INC EZ TRAY CF54/XXX SERIES TRAY z CONDUIT AND WIRE CONCELED IN FLOOR D. CONDUCTORS QJ JUNCTION BOX 1. ALL WIRING SHALL BE COPPER. 2. CONDUCTORS SHALL BE RATED 600V. WITH TYPE THHN/THWN INSULATION. EII DISCONNECT SWITCH 3. WIRES SIZE #10 AWG AND SMALLER SHALL BE SOLID CONDUCTOR WIRES SIZE #8 AND LARGER SHALL BE STRANDED CONDUCTOR ELECTRICAL RISER DIAGRAM DENOTES PROVIDE NEW COMBINATION MOTOR STARTER AND DISCONNECT SWITCH 4. MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG. CONTROL WIRING MAY BE #14 AWG. ® MAGNETIC MOTOR STARTER 5, THE USE OF MC CABLE OR ARMOR CLAB CABLE FOR RECEPTACLE AND LIGHTING BRANCH N.T.S. DENOTE EXISTING - - - ® BRANCH CIRCUIT PANELBOARD (120/208 VOLTS) CIRCUITS (20 AMPERE OR LESS) IS ACCEPTABLE FOR USE WITH THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION ® DISTRIBUTION TYPE PANELBOARD E. DEVICES I� S SECURITY CAMERA WITH 3 4 C BACK TO SECURITY EQUIPMENT / " 1. ALL ELECTRICAL AND COMMUNICATIONS OUTLETS TO BE AT 16' AFF A.F,F UNLESS DOOR FRAME OTHERWISE NOTED, ALL LIGHT SWITCHES SHALL BE @42' A.F.F. ® CARD READER 2, ALL RECEPTACLES ON OPOSIT SIDES OF RATED WALLS SHALL BE SEPARATED DOOR FRAME QS SPEAKER HORIZONTALLY BY NOT LESS THAN 24'. -SEE SCHEDULE S SMOKE DEFECTOR F. PANELBOARDS FLASHING STATION Q 1. PROVIDE LIGHTING AND RECEPTACLE PANELS AS INDICATED ON THE PLANS AND AS DUCT SMOKE DETECTOR SPECIFIED HEREIN. ALL PANELS SHALL BE DEAD FRONT, CIRCUIT BREAKER TYPE, AND (WHERE APPLICABLE) Q HEAT DETECTOR COMBINATION -RATE OF RISE AND FIXED TEMPERATURE SHALL BEAR THE U.L. LABEL AS WELL AS MEET ALL APPLICABLE NEMA REQUIREMENTS 2. UNLESS OTHERWISE NOTED, TOP OF PANELS SHALL BE MOUNTED 6'-0' A.F.F. " 3. ALL PANELS SHALL HAVE TYPEWRITTEN CIRCUIT DIRECTORIES MOUNTED INSIDE OF MICROWAVE O THERMOSTAT DOOR. RECEPTACLE 4. PANELS SHALL BE SUITABLE FOR THE SERVICE RATING AND THE A.I.C. RATING OUTLET INDICATED ON THE PANEL SCHEDULES. ®s CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING, 5, ALL BREAKERS SHALL BE FULL SPACE, INDIVIDUAL FRAME TYPE. NO 'PIGGY -BACK' OR PIR/MICROPHONICS DUAL TECH. TANDEM BREAKERS WILL BE PERMITTED. ® WALL MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING, 6, CONTRACTOR SHALL PROVIDE ON ALL FLUSH (RECESSED) MOUNTED PANELS TWO (2), WITH AUTOMATIC ON & MANUAL ON MODE. SPARE 2' CONDUITS STUBBED INT❑ THE CEILING SPACE 7, ALL CURRENT CARRYING BUSBARS SHALL BE COPPER. THERMOSTAT pl ® TWO SIDED AISLEWAY OCCUPANCY SENSOR TO G. SAFETY SWITCHES (WHERE APPLICABLE) uuu CONTROL CORRIDOR LIGHTING 1, SAFETY SWITCHES SHALL BE HEAVY DUTY TYPE, FUSIBLE OR NON -FUSIBLE WITH LIGHT SWITC POLES, AMPERE AND SERVICE RATINGS AS INDICATED ON THE PLANS. LUGS SHALL BE (WHERE APPLICABLE) ® OCCUPANCY SENSOR POWER PACK, U.L, LISTED FOR CU.-AL. q. �o 'o m o 2. ENCLOSURES FOR SAFETY SWITCHES SHALL BE NEMA 1, EXCEPT FOR SWITCHES MARKED ' zo �o 'WP' (WEATHERPROOF) SHALL BE NEMA 3R. CEILING FAN H. SAFETY SWITCHES 1, ALL FUSES SHALL HAVE A 200,000 AMP RMS SYMMETRICAL INTERRUPTING RATING NOTE: NOT ALL SYMBOLS MAY BE USED UNLESS ❑THERWISE NOTED. 2. 2.1. FUSES RATED 0 TO 600 AMPS SHALL BE AS FOLLOWS+ CIRCUIT BREAKER PANEL PROTECTION - U.L. CLASS RK-1, RECEPTACLE - DUAL ELEMENT CBUSSMANN 'LOW -PEAK' OR EQUAL). CIRCUIT BREAKER PANEL PROTECTION - U.L, CLASS (WHERE APPLICABLE) 2.2. MOTOR CIRCUIT PROTECTION - U.L. CLASS RK-5, DUAL ELEMENT (BUSSMANN COMBINATION OUTLET EI E fr H REVIf VV 'FUSETRON' OR EQUAL). PROVIDE 3/4' COND, 6' ABOVE , .L 3. FUSES RATED 601 AMPS OR LARGER SHALL BE U.L. CLASS L. TIME DELAY (BUSSMANN CEILING WITH PLASTIC BUSHINGS 'HI -CAP" OR EQUAL). ON BOTH ENDS AND PULL STRING AFFiv�rm._ [:Al'E FINISHED FLOOR ELE TRICAL SYMPOLES & LIGHTING DENSITY ALLOWANCE E2 CTRICAL SPECIFICATIONS E4 INSTALOLATION DETAIL 1 N.T SCALE: REVISIONS .. (o �C LL. (1) w Z 2 d 2 w Lo C) Q z 0- � Q J ��JJ►► F-�c JW OLoOF- Ow U0 NoeLL J w as W NC cn 1�a IW V 1 kr jrT�l. V�1 rT, O DRAWN - RRY CHECKED RRY DATE November 212017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE 5HL1 F \0 E -4 of 120/208V -WYE PANELBOARD SCHEDULE - PANEL "A" KVA BUS AMPS LOAD WIRE SIZE GND SIZE COND SIZE NO. POLES CB AMPS CB AMPS NO. POLES COND SIZE GND SIZE WIRE SIZE LOAD BUS AMPS KVA AT B C POS PH POS A B C 0.9 8 DIPPING CABINET ('61') 12 12 1/2 1 20 1 A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - C 2 50 2 314 10 8 CARAFE BREWER (101P3) 33 6.9 0.9 8 DIPPING CABINET ('61') 12 12 1/2 1 20 3 4 " "1.33 0.4 3 DAIRY DISPENSER ('101C') 12 12 1/2 1 20 5 6 30 2 3/4 10 10 CARAFE BREWER (101PP3) 17 3.5 0.2 2 SUGAR DISPENSER (101D) 12 12 112 1 20 7 8 "1117 1.2 10 VDU/PRINTER 12 12 1/2 1 26---9 10 20 1 1 1/2 12 12 GRINDER (101Q-3) 11 1.3 4.2 20 ESPRESSO MACHINE (96.3) 10 10 314 2 1 30 11 12 20 1 1/2 1 12 12 1 RECEP. HAND-OFF/SCALE (15E) 4 0.5 20 1..11 13 14 20 1 112 12 12 HOT FUDGE WARMER (15B) 4 0.5 4.2 1 20 ESPRESSO MACHINE (96.3) 10 10 3/4 2 30 15 16 20 1 112 12 12 WAFFLE CONE BAKER (1202) 10 1.2 20 " " 17 18 20 1 112 12 12 BLENDING STATION ('20M-) 15 1.8 0.8 7 UNDERCOUNTER REF ('120E-) 12 12 112 1 20 19 20 20 1 1/2 12 12 SUNDAE STATION ('30') 5 0.6 1.8 15 BLENDING STATION ('20M') 12 12 1/2 1 20 21 22 20 1 1/2 12 12 BAKERY CASE (70.513) 10 1.2 1.8 15 MENU BOARD PACKAGE (815) 12 12 1/2 1 20 23 24 0.8 7 UNDERCOUNTER REF ('120E-) 12 12 1/2 1 20 25 26 40 2 314 10 8 OVEN SANDWICH STATION (215) 30 6.2 1.8 15 BLENDER (116) 12 12 1/2 1 20 27 28 " "1.30 4.5 22 HOTWINTER BEVERAGE ('108A') 10 10 3/4 2 30 29 30 40 2 3/4 10 8 OVEN SANDWICH STATION (215) 30 6.2 22 „ „ „ 31 32 „ ., 30 1.7 14 HOT WATER DISPENSER (202F) 12 1/2 112 1 20 33 34 20 1 1/2 1/2 12 COOK STATION REFRI ('242') 7 0.9 2.3 11 ICED COFFEE BREWER (200A) 10 10 3/4 2 30 35 36 20 1 1/2 12 12 UNDERCOUNTER REF ('120E-) 7 0.8 11 37 38 20 1 112 12 12 HOOD EXHAUST FAN 6 0.7 39 40 42 TOTAL CONNECTED BUS AMPS - PHASE A: 201 PHASE B: 183 PHASE C: 164 CONN. KVA: SEE LOAD CALCULATION FULL NEUTRAL BUS:YES RATED VOLTAGE: 120/40V - 3 PHASE RATED AMPS: 225 NUMBER OF BRANCH POLES: 42 GROUND BUS: YES OPERATING VOLTAGE: 120/208V - 3 PHASE KEYED DOOR LATCH: YES BRANCH CIRCUIT DEVICES TO BE CIRCUIT BREAKERS. HINGED DOOR: YES PANEL TO BE MAIN LUG ONLY ENCLOSURE TYPE: NEMA 1 BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 22,000 AMPS SYMMETRICAL OR BE SERIES RATED WITH MAIN APPROVED MANUFACTURERS: CUTLER -HAMMER, SQUARE-D,SIEMENS, AND GE ONLY. MAIN LUGS: 1 SET(S) OF 44 350 AWG AND #3 EG IN 2112 INCH CONDUIT EQ I PANEL SCHEDULE O N.T.S. 120/208V - WYE PANELBOARD SCHEDULE - PANEL "B" KVA BUS AMPS LOAD WIRE SIZE GND SIZE COND SIZE NO. POLES CB AMPS CB AMPS NO. POLES COND SIZE GND SIZE WIRE SIZE LOAD BUS AMPS KVA A B C POS I PH POS A B I C 9.0 43 WATER HEATER 6 10 1 2 60 1 A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - -B- - - C A - - - B - -- Cl42 2 20 1 112 12 12 RECEP. DESK/TRAINING 9 1.1 43 " " 3 4 20 1 1/2 12 12 RECEP. DESK/TRAINING 4 0.5 9.0 43 6 10 1 2 60 5 6 20 1 1/2 12 12 RECEP. DESK/TRAINING 9 1.1 43 " " 7 8 20 1 112 12 12 RECEP. KITCHEN AREA 6 0.7 5.0 24 TOASTER ('244') 10 10 3/4 2 30 9 10 20 1 1/2 12 12 BOOSTER PUMP 15 1.8 24 11 12 13 14 15 16 20 2 112 12 12 ICEMAKER (414) 15 3.1 0.9 7 ASSEMBLY STATION REFRI ('247 12 12 1/2 1 20 17 18 " " „ 15 0.6 5 LGT. OUTSIDE 12 12 1/2 1 20 19 20 20 1 1/2 12 12 RECEP. SALES AREA 9 1.1 21 22 20 1 1/2 12 12 RECEP. SALES AREA 9 1.1 1.2 10 SIGN 12 12 112 1 20 23 24 20 1 1/2 12 12 BEVERAGE REFILL 8 1.0 1.2 10 SIGN 12 12 1/2 1 20 25 26 0.8 7 LGT. INSIDE KIT 12 12 1 1/2 1 20 27 28 1.1 9 LGT. INSIDE 12 12 1/2 1 20 29 30 0.2 1 LGT. WALK-INS 12 12 1/2 1 20 31 32 33 34 35 36 37 38 39 40 41 TOTAL CONNECTED BUS AMPS - PHASE A: 127 PHASE B: 117 PHASE C: 125 CONN. KVA: 40 FULL NEUTRAL BUS:YES RATED VOLTAGE: 120140V - 3 PHASE RATED AMPS: 200 NUMBER OF BRANCH POLES: 42 GROUND BUS: YES OPERATING VOLTAGE: 120/208V - 3 PHASE KEYED DOOR LATCH: YES BRANCH CIRCUIT DEVICES TO BE CIRCUIT BREAKERS. HINGED DOOR: YES PANEL TO BE MAIN LUG ONLY ENCLOSURE TYPE: NEMA 1 BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 22,000 AMPS SYMMETRICAL OR BE SERIES RATED WITH MAIN APPROVED MANUFACTURERS: CUTLER -HAMMER, SQUARE-D,SIEMENS, AND GE ONLY. MAIN LUGS: 1 SET(S) OF 444/0 AWG AND #4 EG IN 2 INCH CONDUIT E9I PANEL SCHEDULE 7 N.T.S. 120/208V - WYE PANELBOARD SCHEDULE - PANEL "C" KVA BUS AMPS LOAD WIRE SIZE GND SIZE COND SIZE NO. POLES CB AMPS CB AMPS NO. POLES COND SIZE GND SIZE WIRE SIZE LOAD BUS AMPS KVA A B C POS PH POS A B I C 18.0 50 HYDROVECTION OVEN ('539B') 4 8 11/4 3 70 1 A - - B - - C A - - -B- - - C A - - - B - - - C A - - - B - - - C A - - - B - - - C A - - - B - - C A - - - B - - - C 2 50 3 4 50 5 6 20 1 1/2 12 12 VAVA 10 1.2 18.0 50 HYDROVECTION OVEN ('539B') 4 8 11/4 3 70 7 8 50 9 10 50 11 12 4.2 12 WALK-IN COOLER CU 12 12 1/2 3 20 13 14 20 2 1/2 12 12 WALK-IN COOLER EVAPORATOR 4 0.8 12 15 16 1.114 12 17 18 20 2 1/2 12 12 WALK-IN FREEZER EVAPORATOR 4 0.8 4.2 12 WALK-IN FREEZER CU 12 12 112 3 20 19 20 " " 4 12 21 22 20 1 112 12 12 WALK-IN COOLER/FREEZER 10 1.2 12 23 24 20 1 1/2 12 12 TIME CLOCK 1 0.2 0.5 4 RECEP. ROOF 12 12 1/2 1 20 25 26 20 1 1/2 12 12 HOT HOLDING UNIT ('246') 15 1.8 27 28 20 1 1/2 12 12 POWER BASE (563) 15 1.8 2.0 10 RTU 12 12 1/2 2 20 29 30 20 1 1/2 12 12 POS COUNTER 8 1.0 10 31 32 33 34 35 36 37 38 39 40 41 42 TOTAL CONNECTED BUS AMPS - PHASE A: 160 PHASE B: 152 PHASE C: 156 CONN. KVA: 56 FULL NEUTRAL BUS:YES RATED VOLTAGE: 120/40V - 3 PHASE RATED AMPS: 200 NUMBER OF BRANCH POLES: 42 GROUND BUS: YES OPERATING VOLTAGE: 120/208V . 3 PHASE KEYED DOOR LATCH: YES BRANCH CIRCUIT DEVICES TO BE CIRCUIT BREAKERS. HINGED DOOR: YES PANEL TO BE MAIN LUG ONLY ENCLOSURE TYPE: NEMA 1 BREAKERS MUST BE RATED TO INTERRUPT A SHORT CIRCUIT ISC OF 22,000 AMPS SYMMETRICAL OR BE SERIES RATED WITH MAIN APPROVED MANUFACTURERS: CUTLER -HAMMER, SQUARE-D,SIEMENS, AND GE ONLY. MAIN LUGS: 1 SET(S) OF 44250 AWG AND #4 EG IN 21/2 INCH CONDUIT E 10 PANEL SCHEDULE N.T.S. PANEL PANEL "A" ( SQUARE FEET) LOAD KITCHEN EQUIPMENT (65%CONNECTED PER NEC 220.20) GENERAL PURPOSE RECEPTACLES (1 VA PER EQ ST) SQ FT X 1 VA PER SQ FT CONNECTED VA @ 100% BUILDING LIGHTING LOADS (TABLE 13-415.2.C.1) SQ FT X 2 VA PER SQ FT X 125% CONNECTED VA @ 125% SITE LIGHTING LOADS @ 125% BUILDING / MOMUMENT SIGNS @ 120OW EACH SHOW WINDOW (200 VA PER FT - NEC 220-3(b)(7)) HVAC / HEATING LOADS COMPRESSOR LOADS @ 100% HEATING LOADS @ 100% SMALL APPLIANCE LOADS WATER HEATER LOAD MOTOR LOADS 25%OF LARGEST MOTOR TRACK LIGHTING (150VA PER 2 FOOT SECT PER 220-12(b)) MISCELLANEOUS OTHER LOADS TOTAL LOAD LINE AMPS @ 208 VOLTS - 3 PHASE LOAD CALCULATIONS Ell I PANEL PANEL "B" ( 1380 SQUARE FEET) LOAD KITCHEN EQUIPMENT (100% CONNECTED PER NEC 220.20) GENERAL PURPOSE RECEPTACLES (1 VA PER EQ ST) 1380 SQ FT X 1 VA PER SQ FT CONNECTED VA @ 100% BUILDING LIGHTING LOADS (TABLE 13-415.2.C.1) 1380 SQ FT X 2 VA PER SQ FT X 126% CONNECTED VA @ 125% SITE LIGHTING LOADS @ 125% BUILDING I MOMUMENT SIGNS @ 120OW EACH SHOW WINDOW (200 VA PER FT - NEC 2203(b)(7)) HVAC / HEATING LOADS COMPRESSOR LOADS @ 100% HEATING LOADS @ 100% SMALL APPLIANCE LOADS WATER HEATER LOAD MOTOR LOADS 25%OF LARGEST MOTOR TRACK LIGHTING (150VA PER 2 FOOT SECT PER 220-12(b)) MISCELLANEOUS OTHER LOADS TOTAL LOAD LINE AMPS @ 208 VOLTS - 3 PHASE I N.T. D CALCULATIONS E 12 PANEL PANEL"C" ( SQUARE FEET) LOAD KITCHEN EQUIPMENT (100%CONNECTED PER NEC 220.20) GENERAL PURPOSE RECEPTACLES (1 VA PER EQ ST) SQ FT X 1 VA PER SQ FT CONNECTED VA @ 100% BUILDING LIGHTING LOADS (TABLE 13.415.2.C.1) SQ FT X 2 VA PER SQ FT X 125% CONNECTED VA @ 125% SITE LIGHTING LOADS @ 125% BUILDING / MOMUMENT SIGNS @ 120OW EACH SHOW WINDOW (200 VA PER FT - NEC 2203(b)(7)) HVAC / HEATING LOADS COMPRESSOR LOADS @ 100% HEATING LOADS @ 100% SMALL APPLIANCE LOADS WATER HEATER LOAD MOTOR LOADS 25%OF LARGEST MOTOR TRACK LIGHTING (150VA PER 2 FOOT SECT PER 220.12(b)) MISCELLANEOUS OTHER LOADS TOTAL LOAD LINE AMPS @ 208 VOLTS - 3 PHASE E 13 I LOAD CALCULATIONS N.T.S. VA 12,405 540 0 540 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40,394 53,338 148 VA 0 5,580 1,380 5,580 3,450 3,450 3,250 0 2,400 0 0 0 0 0 18,000 0 0 0 11,734 41.164 114 VA 0 540 0 540 0 0 0 0 0 0 2,040 2,040 0 0 0 0 0 0 53,127 55,707 155 EQUATIONS: WHERE- Vd = (I x R x L x M) / P Vd = MAXIMUM VOLTAGE DROP IN VOLTS I = (Vd x P) I (R x L x M) I = CURRENT IN AMPS R = (Vd x P) / (I x L x M) R = RESISTANCE IN OHMS PER FOOT L = (Vd x P)1 (1 x R x M) L = LENGTH OF WIRE ONE WAY IN FEET P = (I x R x L x M) / Vd M = MULTIPLIER (2 FOR SINGLE PH, 1.732 FOR P = NUMBER OF PARALLEL RUNS SIZE 50 75 100 130 150 175 200 228 248 268 304 2 310 207 1 390 260 1/0 480 320 240 185 2/0 567 378 284 218 189 310 664 443 332 255 221 190 166 410 780 520 390 300 260 223 195 171 250 855 570 427 329 285 244 214 187 172 300 960 640 480 369 320 274 240 211 194 179 350 1040 693 520 400 347 297 260 228 210 194 171 400 1114 743 557 429 371 318 279 244 225 208 183 500 1248 832 624 480 416 357 312 274 252 233 205 E14 VOLTAGE DROP VS CABLE LENGTH N.T.S. ELEC 3 RIGAL ki, V'IEW 1a�Ak APPROVEDAiRDA E_,___ REVISIONS 1\01/12/2018 DEP. REN90N • .... ....V ►.J 1� n. s � .. . .. ...... ,1_ 11 (Y�. � 9JJ �i ems• up -U p Vi ,N•Q Z 2 Z a � U Lo Om @) a JW � U) nJW W�� p~ir0W Q U U � U \� 6 y Sp V� z � CA Q� CA lee M�M FBI DRAWN RRY CHECKED RRY DATE November 212017 SCALE ASSHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. Em5 OF Y 1 ❑R 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTUP vlvoffoam FOR SINGLE METAL PIPE THROUGH GYPSUM WALLS USING TREMSTOP WBM_ WL1051 F-RATING = 1 AND 2 HR. T-RATING = 0 AND 1/2 HR. D1 or 2 - hour fire rated gypsum wal(board/stud assembly A) Steel Pipe - 6' diam.(or smatter) Sch. 40 (or heavier) steel B) Conduit - 4' diam.(or smaller) EMT or rigid steel O3 TREMstopWBM - fill Max. 3/4' annulus at a thickness of 1�4 (2 Hr. F-rating) or 3/4' (1 Hr. F-rating). NOTE: REFER TO UL FIRE RESISTANCE DIRECTORY FOR OTHER UL APPROVED DESIGNS OR EQUIVALENT. SINGLE PIPE FIRESTOP THROUGH GYPSUM WALL J N.T.S. %� 1, 2 OR 3 HOUR FIRE RATED THROUGH PENETRATION MU�t % FIRESTOP FOR SINGLE METAL PIPE THROUGH CONCRETE C A J1 144 FLOORS OR WALLS USING TREMSTOP WBM_ F-RATING = 1, 2 AND 3 HR. T-RATING = 0 AND 1/2 HR. lO Floor or Walt assembly = 4Y2'-6' thick concrete. 0 Steel Pipe - 6' dia.(or smatter) Sch. 40 (or heavier) steel. OMax. Pipe Min. Farnirg Mtn FIR F T Diam. Matt. Thkns Mutt. Thkns Rating Rating (in.) On) (In.) (Hr.) (Hr.> 6 4 os 1 0 )K Annular space is 3/4' 4 3.5 1 2 OS 6 125 P-375 3 0 A) 4.0 pcf Min. density mineral wool insulation, friction fitted. B) Min. fill thickness of TREMstop WBM. NOTEi FOR WALLS APPLY TREMSTOP WBM TO BOTH SURFACES OF WALL. REFER TO UL FIRE RESISTANCE DIRECTORY FOR OTHER UL APPROVED DESIGNS OR EQUIVALENT. SIN SLE PIPE FIRESTOP THROUGH CONCRETE FLOOR/WALL E-16 I 2 HOUR FIRE RATED THROUGH PENETRATION FIRESTOP FOR MULTIPLE METAL PIPE THROUGH CONCRETE WALLS USING FYRE-SHIELD OR FYRE-SIL F-RATING = 2 HR. T-RATING = 1/2 HR. Hlyl`_ 0 WJ1012 (377) OWatt assembly = 5' thick concrete, with Max area of opening 35.75 sq. in. O2 • Steel Pipe - 2' diam. (or smatter) Sch. 5 or heavier. • Conduit - 2' diam. (or smatter) EMT. • Max. 5 pipes or conduits. O3 A) Steel sleeve - No, 30 MSG gate. sheet fitted within opening and secured to both sides of wait. B) Packing material - Min. 4' thickness ceramic fiber insulation (6 pcf) friction fitted. C) Min. % ' thickness FYRE-SHIELD or FYRE-SIL, with 4 crown formed around penetrating items. NOTE: REFER TO UL FIRE RESISTANCE DIRECTORY FOR OTHER UL APPROVED DESIGNS OR EQUIVALENT. MULTIPLE STIPLE PIPE FIRESTOP THROUGH CONCRETE WALLS E- 1 / I M ORTH MIAMI - --AVE. EDGE OF CUB FEN 19.4' \ I PALM TREE d EREEs,w PANEL .Cr TZA I IM M EDGE OF CU NG EXISTING ARCADE I N LLG444�� Li9;A.SS' 34.00' 0.9' t . . RAI.i14' •' ■ ,Pd d . �: 4 4 Il- CONDUIT PATH u :.i: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELECTRICAL FLOOR VICINITY PLAN n a W. 701LET 11 1111 k I'. T.i.ET IES7, !Illhllllll �= illlllllllll 11111�111® 111111111111 L II II — SCALE : 1 /16" = 1'-0" FICvS 0 4" DfA. 6' SP. ELECTRICAL f EVIEVV Cg s APPROVE ,_ DATE_ REVISIONS 01/12/2018 I)EP. REVISION r �1rr� ra. � � M C� W V 1 krl � � O M�M F-i-a DRAWN RRY CHECKED RRY DATE November 212017 SCALE ASSHOWN JOB No. 17-078 SHEET TITLE i SHE NO. OF a PLUMBING FIXTURE UNITS TO GREASE TRAP AS PER TABLE 709.1 FBC PLUMBING 5TH ED. 2014 No. DESCRIPTION F.U. # TOTAL F.U. OF EACH P-1 WATER CLOSET N/A P-2 LAVATORY N/A P-3 URINAL N/A P-4 FLOOR DRAIN 2 6 12 P-5 POT SINK N/A P-6 FLOOR SINK 2 6 12 P-7 HAND SINK 2 3 6 P-8 MOP SINK 2 1 2 P-9 TRENCH DRAIN N/A P-10 OVEN 2 1 2 P-11 ICE MAKER 2 1 2 P-12 PROOFING CABINET N/A N/A N/A P-13 EXPRESSO MACHINE 1 2 2 P-14 WINTER BEVERAGE 1 1 1 P-15 SINGLE COFFEE 1 1 1 P-16 TWIN COFFEE 1 1 1 P-17 ICED COFFEE 1 1 1 P-18 HUB DRAIN 0 N/A 0 P-19 ISLAND OASIS 1 1 1 P-20 HOT WATER TOWER 1 1 1 P-21 DIPPING CABINNET 2 2 2 TOTAL F.U. 46 AS PER 709.3 FBC PLUMBING 2014 1 F.U. = 1 GPM 46 F.U. X 1/2 GPM 23 GPM 4" SAN (23.5 DFU) ---------------------- -------- GREASE TRAP & SAMPLING PORT CLEARANCES 1. THE SAMPLING PORT SHALL BE ACCESSIBLE AT ALL TIMES WITHOUT HAVING TO REMOVE ANY MERCHANDISE AND WITHOUT STANDING WATER ON GROUND SURFACE, WITH A MINIMUM OF 36" HORIZONTAL 2—WAY SAMPLING CLEARANCE FROM ANY WALL, FIXED CLEAN OUT PORT EQUIPMENT OR STORED MATERIALS (TYPICAL) AND A MINIMUM 48" VERTICAL CLEARANCE FROM ANY FIXED EQUIPMENT OR STORED MATERIAL. HYDRO —MECHANICAL 2. THE GREASE INTERCEPTOR SHALL BE GREASE INTERCEPTOR — ACCESSIBLE AT AL TIMES SO AS TO SCHIER GB-250 ALLOW FOR MAINTENANCE AND 2—WAY CLEANING WITHOUT IMPEDIMENTS. CLEAN OUT (TYPICAL) FCO 5� C a� ry v3 PLUMBING SANITARY ISOMETRIC SCALE : N.T.S (j1 CONNECT TO EXISTING SEWER LINE. CONTRACTOR TO VERIFY LOCATION AND POINT OF CONNECTION. CODE NOTES: CODE IN EFFECT: FBC 2014 5TH EDITION. 1, ALL PLUMBING FIXTURES, FIXTURE FITTINGS 1 AND APPLIANCES TO BE HIGH EFFICIENCY IN ACCORDANCE WITH MIAMI DADE CHAPTER 8, • ARTICLE III SECTION 8-31 TABLE 604.4 & P2903.2A. 2. ALL PLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCES SHALL COMPLY WITH REFERENCE STANDARD CODES AS PER FBCP 406 THORUGH 421. mo 4" GW (29.5 DFU) 1" CD TERMINATES AT DRYWELL SEE DETAIL SHEET P-3 Reverse Osmsis with Softener P-21 2" GWI FD GV A 2" GW P-21 c=YF=j CD 1" CD 421C O 4" 9 2" V 4" GW 4" GW 2" GW V 2" GW 2" GW 2" V P-7 vooz _ 17 554E Lu PRIMER PRIMER W FD P- -- us — Zug r I --------------- LDR-1 4"0 DOWN LDR-1 4"0 DOWN FROM ROOF 667 P-16 802 SQ. FT. 4" ® 1% SLOPE 2 OW DMe 2" GW COFFEE T{ON lJ STAIR NO 3 HAND-OFF a � `ETI N m N 928 m 0 71p 0 928 C — — — — — — — — — — �u — — — LDR-2 4"0 DOWN FROM ROOF 1715 SO. FT. 4" ® 1% SLOPE 1,517 SQ. FT. 5" ® 1% SLOPE CONNECT TO EXISTING CATCH BASIN PLUMBING SANITARY FLOOR PLAN SCALE : 1 /4" = l'—O" REVISIONS i \01/12/X118 DEP. REMSIM • U ICI V1 ~ M co �•Q (JJ•�y• `...1_ T U YQ af �In0 •0�0wy U � A\ J � W O �MM F-+-I DRAWN RRY CHECKED RRY DATE November 212017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. p OF REVISION'S us••• 0 /tea 9� e.••.e • - �eeee c C7 H C��,: CC) W .;:.. U-. 6J �00 00 ,oZ. NQZ� 2W Zz(5-`t< 0 "'�~ _j 0 Ow �LU U o UU K Q � W M � � W � � W O � H DRAWN RRY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET .... NO. P=2 OF GREASE TRAP NOTES: 1. INLET INVERT SHALL DISCHARGE A MINIMUM OF 2-1/2" ABOVE THE LIQUID LEVEL LINE AND OUTLET PIPE SHALL HAVE A TEE WITH A MINIMUM DIAMETER OF 4" TO 8" OF THE BOTTOM OF THE TANK. 2. MANHOLES SHALL BE PROVIDED OVER THE INLET AND OUTLET OF EACH INTERCEPTOR AND BE BROUGHT TO GRADE. MINIMUM SIZE OF MANHOLES SHALL BE 24". 3. LID TYPE: A. REGULAR — FOUR INCH THICK REINFORCED CONCRETE OR APPROVED EQUIVALENT. B. TRAFFIC BEARING — SIX INCH THICK REINFORCED OR APPROVED EQUIVALENT. 4. A TWO—WAY CLEAN OUT TEE, BROUGHT TO GRADE, SHALL BE INSTALLED ENTERING AND LEAVING EACH GREASE INTERCEPTOR. 5. CLEAN OUTS INSTALLED IN VEHICULAR TRAFFIC PAVED AREAS SHALL BE PROTECTED BY USE OF A CLEANOUT BOX WITH METAL LID. 6. WALLS SHALL BE A MINIMUM OF 3" THICK AND BOTTOM SHALL BE A MINIMUM OF 4" THICK REINFORCED CONCRETE. 7. TANK MUST BE TRAFFIC BEARING. GRES SE TRAP NOTES P 10 SERVICE SINK — 2 FD = I GPM AS PER FLORIDA BUILDING CODE PLUMBING TABLE 709.1 3—COMP SINK (GC)Cubic Content: L x W x D 54'x18'x14.= 13.608 Cu. In (CG)Cantent in Gallons (CC)/231=gal. 13.608 / 231= 58.9 gal. (AL)Actual Drainage Load: .75x(CG) .75 x 58.9 = 44.1 gal. (FR)Cal. Flow Rate: (AL)/Drainage Period 44-1 / 2 = 22.05 GPM (SI)Select Interceptor PDI : Table 8.3.3 (F.U, TO GREASE TRAP) 23 GPM + (3—COMP SINK) 22.05 GPM = 45-05 GPM RETENTION TIME: 5 MIN CAPACITY NEEDED: 45.05 x 5 = 22525 GAL INTERCEPTOR PROVIDED: SCHIER GB-250 (250 GAL) ( GREASE TRAP SIZE P 11 INTERCEPT❑R PUMP —❑UT FREQUENCY CALCULATIDNS: NUMBER OF MEALS SERVED: 600 PER DAY (250 MEALS PER WEEK) GREASE AMOUNT PER MEAL: 0.025 LBS TOTAL GREASE PER DAY: 600X0,025 = 15 LBS INTERCEPT❑R CAPACITY: 275 GAL PUMP OUT AT 25% OF INTERCEPT❑R CAPACITY: 275X257 = 68.75 GAL GREASE/S❑LIDS LBS PER GAL: 7.2 LBS PUMP OUT AT 257 68.75 X 7.2 = 495 LBS DAYS PER CYCLE: 495/15 = 33 DAYS. DAYS PER CYCLE PR❑VIDE: 30 DAYS PUMP OUT FREQUENCY SHALL BE A MINIMUM OF 30 DAYS. P 1 2 I INTERCEPTOR PUMP -OUT FREQUENCY CALCULATIONS CO 4" 1 Non F-1 SAMPLING — L i 38" 6" MIN DROP " CAP 55.75" SAMPLING PORT NOTES: 1. SAMPLING PORT TO BE ACCESSIBLE AT ALL TIMES WITHOUT HAVING TO REMOVE ANY MERCHANDIZE AND WITHOUT STANDING WATER ON GROUND SURFACE. 2. PROVIDE A MINIMUM OF 24' HORIZONTAL CLEARANCE FROM ANY WALL, EQUIPMENT, OR STORED MATERIAL. 3. PROVIDE A MINIMUM OF 48' VERTICAL CLEARANCE L;SCHIER .�...� 0 0 ��Frlb.w.a...— V0QM-2W �� I /I�s1�6OaF70L iiiiiiiimQaove If SPE-,C«,IF�I�G_ATIIONS IL rod - 2. a,o11B�F AL 1107sbap4lw IL� w.wrr I �+.�� 1 r�w�� I ■IIsMf � 1 �� P 13 SAMPLING PORT DETAIL P 14 ( NRES SE INTERCEPTOR SPECIFICATIONS N.T.S. asarr _OPddft -r p/1lEPMYlE� vmpw.�w ELEC. WATER HEATER SCHEDULE ELEC CONNECTION TAG MANUFACTURER MODEL NUMBER CAPACITY GALLONS DIMENSIONS INCH ELEMENT WATTAGE 208 VAC INLET OUTLET T&P RELIEF INCH INCH INCH WH TEMPRA TEMPRA 24 PLUS TANKLESS 1&000 18"x15%5" 3/4' 3/4" 1/2" NOTES: a. REFER TO CONTRACT DOCUMENTS FOR LOCATION OF WATER HEATERS. b. MODIFY PIPING TO SUIT ACTUAL FIELD CONDITIONS & INSTALLATION. c. ELECTRIC CONNECTION NOT SHOWN, REFER TO ELECTRICAL DRAWINGS. d. HEATER SHALL BE POSITIONED TO PROVIDE ACCESS FOR THE INSPECTION, REPAIR, AND REPLACEMENT OF BELOW LISTED ITEMS. e. REFER TO MANUFACTORY FOR INFORMATION AND WORK REQUIRED FOR THE PROPER AND CODE APPROVED INSTALLATION. f. FIELD ASSEMBLE HEAT TRAP, OR THERMOTRAP FACTORY INSTALLED HEAT TRAP REQUIRED ON COLD AND HOT WATER LINE. g. INSTALL DIELECTRIC FITTINGS ON COLD AND HOT WATER LINE. h. INSTALL UNIONS ON COLD AND HOT WATER LINE TO HEATER- i. DRAIN PAN SHALL BE CONSTRUCTED OF 16 GAUGE GALVANIZED WITH SOLDER SEAMS. DRAIN PAN SHALL HAVE 2" HIGH WALL, AND SHAPE TO FIT CONFIGURATION OF PLATFORM. MINIMUM SIZE OF DRAIN PAN SHALL PROVIDE 3" CLEARANCE BETWEEN HEATER AND WALLS OF PAN. j. INSTALL 1/2" DRAIN OUTLET AT BOTTOM OF PAN SO THAT NO MORE THAN 1/4" OF WATER WALL STAND IN PAN. k. AIR GAP FITTING, SHAM BE J.R. SMITH FIG. 3905T. I. REFER TO FLOOR PLAN FOR SIZE AND CONTINUATION OF WATER PIPING AND DRAIN LINE. P15 WATER HEATER SCHEDULE A TEMPRA 12 - 36 B a Tem{ I G G o p 2 , 1 II 3 4'/, (117) j i Tempra TEMPRA 12 - 36 Plus ;, Temprs.F i 2.1Li i 3� N 4 (102) 16'1e (4201 TEMPRA 29, 36 B TEMPRA 15, 20, 24 B TEMPRA 29, 36 Plus TEMPRA 15, 20, 24 Plus s -- U Goo . u,zu u! u 8 *24 l�- 10 TEMPRA 12 B i TEMPRA 12 Plus uAlf'L I I O LET 0 u OUTLET 13 12 :. 4 P 16 I WATER HEATER DETAILS AND CONNECTIONS REVISIONS m.••. I.- arsPiS.+.: 1 y c� CO. L •LJ q LJL.. M V ,: j..�00 Lnz� Z W� uO@)U< �z—<<0 CD U) � J ® O In r4- f 0 W ULL " \\v �aV4 Q I—i DRAWN RRY CHECKED RRY DATE November 21 2017 SCALE AS SHOWN JOB NO. 17-078 SHEET TITLE SHEET NO. Pm3 OF WATER HAMMER ARRESTOR SANITARY SEWER PIPING INSTALLED ABOVE DROP VENT PIPING CLG. ❑R EITHER WATER SYSTEM NOTES: ACCESSIBLE LOCATION. PLUMBING NOTES GENERAL NOTES �-- -5 DOMESTIC CITED WATER PIPIN FOR CLARITY, NOT ALL 1HE FOLLOWING WORK, DEVICES, AND APPURTENANCE MAY BE SHOWN, ON CONTRACT DRAWINGS OR SPECIFIED. HOWEVER ALL SHALL BE FURNISHED AND INSTALLED AS AND A HOT WATER PIPING (110°) WHERE REQUIRED. a) INSTALLATION OF WORK *D,44EW CONNECDON TO EXISTING PLUMBING LINES T OXYGEN PIPING WATER SUPPLY T❑ WATER CLOSETS, URINALS, AND 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE SHALL BE MADE AT TIME WHICH WILL NOT INTERFER OR INTERRUP THE NORMALA 1. SHUT OFF VALVE ON HOT WATER AND COLD BRANCH SUPPLY TO EACH PLUMBING FIXTURES. BUILDING OPERATION. D �- --$ SCAVENGING SYSTEM SIMILAR TYPE FIXTURES. LOCAL CODES, RULES AND ORDINANCES. .ff 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE 2. SHUT OFF VALVE ON COLD BRANCH SUPPLY TO EACH WALL HYDRANT AND HOSE BIBB. b) CONSULT WITH BUILDING RULES AND REGULARON REGARDING USE OF $q0 L-1 CHECK VALVE HIMSELF WITH ALL EXISTING CONDITIONS. ELEVATOR, MATERIALS I � AND OUT OF BUILDING, WORKING HOURS, AND OTHER"- b BALL VALVE 3. ALL MATERIALS SHALL BE NEW. 3. SHUT OFF VALVE ON WATER SUPPLY TO EACH APPLIANCE AND MECHANICAL EQUIPMENT. CONDITIONS AFFECTING 1 HE WORK OF THIS PROJECT. O OXYGEN CEILING DROP TYPE - B (INDIVIDUAL FIXTURE) 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST „ 4ND CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL 4. ANGLE VALVE, SUPPLY STOPS AND CONNECTION TO FIXTURES AND EQUIPMENT. c) EXACT LOCATION, SIZE, ROUTING OF PIPING %THIN WALLS AND DROP CEILING CO/CTG CLEAN OUT/CLEAN OUT TO GRADE EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE SHALL BE FIELD VERIFTIJ BEFORE START OF WORK. CW DOMESTIC COLD WATER APART OF THIS CONTRACT. 5. WATER HAMMER ARRESTOR ON ALL WATER SUPPLY ONES SERVING, PLUMBING FIXTURES, d) PROVIDE NEsGLSSARY ADJUSTMENT of NEW INSTALLATION DUE TO INTFRFEREANCE I HOT WATER 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION SOLENOID VALVES, ETC. INCLUDING OTHER FIXTURES OR EQUIPMENT WITH QUICK CLOSING WITH BUILDING CONDITION, IN(EgIXNG.NEW AND EXISTING PIPING. HW DOMESTIC WATER SUPPLY TO AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. VALVES. HWR HOT WATER RETURN LAVATORY, SINK AND 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND REFER TO DETAIL "WATER HAMMER ARRESTOR" FOR ADDITIONAL INFORMATION. PROVIDE e} PIPING MAIERIAI, VALVE "' PIPE SUPPORTS, PIPE SLEEVES, ETC. USED IN THE SAN SANITARY SIMILAR TYPE FIXTURES TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO ACCESS TO EACH WATER HAMMER ARRESTOR, UNLESS OTHERWISE DIRECTED BY CODE INSTALLATION OF WORK THISJ;ONTRACT SHALL BE NEW AND SHALL MATCL+ LS LAUNDRY SINK AND EQUIPMENT. BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR OFFICIAL - EXISTING, PROVIDING IT ALL APPLICABLE BUILDING AND PLUMBING PR HS HAND SINK ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 6. REFER "PLUMBING CONNECTION SCHEDULE" AND "GENERAL PLUMBING NOTES" ON CODES. KS KITCHEN SINK 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, FOOD SERVICE DRAWINGS, INCLUDING EQUIPMENT DATAT SHEETS, AND MANUFACTORIES HB W/VB HOSE BIB W/VACUUM BREAKER WATER HAMMER ARRESTOR PIPING, EQUIPMENT, ETC. RECOMMENDATIONS FOR LOCATION AND RECOMMENDED PLACEMENT OF BACKFLOW g PPI MODEL 50OLS 8. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH PREVENTOR, VACUUM BREAKER, PRESSURE REDUCING VALVE, SOLENOID VALVE, SOLENOID e) REFER TO ARCHITECT DOCUMENTS FOR ADDITIONAL REQUIREMENTS RELATIVE WC WATER CLOSET THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT VALVE, WATER FILTER, ETC. ON WATER SUPPLY LINES TO FIXTURES AND EQUIPMENT TO WORK OF THIS PROJECT. LAV LAVATORY PRIOR TO BEGINNING CONSTRUCTION. REQUIRING SUCH DEVICES. W WASHER 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PROVIDE ALL OF THE ABOVE REFERENCED ITEMS UNLESS FURNISHED WITH EQUIPMENT. b) EXISTING WASTE, SOIL, AND HOT / COLD WATER ROUGHING SHALL BE REVISED AAV AUTOMATIC AIR VENT (STUDOR) WALL PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. AS REQUIRED FOR THE INSTALLATION OF THE NEW PLUMBING AND PIPING. 112 OXYGEN 10. WATER DISTRIBUTION PIPING ABOVE GROUND SHALL BE TYPE "L" COPPER. WATER DISTRIBUTION 7. PROVIDE AUTOMATIC TRAP PRIMER ON COLD WATER CONNECTION TO LAVATORY FIXTURE PIPING BELOW GROUND IN DADE AND BROWARD COUNTIES SHALL BE TYPE "L" COPPER, ALL WITH COLD WATER TUBE TO FLOOR DRAIN AUXILIARY INLET FITFING. ALSO PROVIDE c) PROVIDE NEW ROUGHING TO PLUMBING FIXTURES, IF NECESSARY PLUMBING SCAV SCAVENGING "M" AMERNTHCOLD ER TUBTO OTHER FLOOR DRAINS AUTMATICTRAP CONNECTIONS ARE FOUND DAMAGED, OR MISSING. TYPE - A (INDIVIDUAL FIXTURE) OTHER COUNTIES SHALL BE TYPE COPPER. CONNECTION. WHIOH NRECEIVE INDIRECT WASTE 11. SOIL, WASTE, VENT AND RAINWATER PIPING AND FITTINGS SHALL BE PVC SCHEDULE 40. d) DRAWING OF EXISTING TENANT AND BASE BUILDING PLUMBING WORK IS NOT 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY AVAILABLE. THEREFOR ROUTING OF PIPING, SIZE, AND POINT OF CONNECTION MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR SANITARY/ WASTE SYSTEM NOTES: IS BASED ON ASSUMPTION THAT EXISTING PIPING IS AT LOCATION SHOWN, OIR NOTED ON PLAN. TO INSTALLATION. 13. FURNISH AND INSTALL APPROVED AIR CHAMBERS, AT EACH PLUMBING FIXTURE AND 1. ALL SANITARY PIPING 2" AND LESS SHALL SLOPE Ya PER FOOT. e) LOCATION, SIZE, AND ELEVATION OF EXISTING PIPING SHALL BE FIELD VERIFIED APPROVED SHOCK ARRESTORS ON MAIN LINES OR RISERS. BEFORE START OF WORK. ACTUAL FIELD CONDIONS MAY REQUIRE ADJUSTMENT 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND 2. UNLESS OTHERWISE DIRECTED AN/OR SPECIFED ON CONTRACT DOCUMENTS, ALL PLUMBING OR MODIFICATION TO PROPOSED ROUGHING, LAYOUT, AND ROUTING OF PIPING, PLUMBING LEGEND T /� WATER HAMMER ARRESTOR EQUIPMENT CONNECTIONS. FIXTURES, TRIM, DEVICES, APPURTENANCE TO BE FURNISHED BY THIS CONTRACT. INCLUDING POINT OF CONNECTION. Pi rG N.T.S. 15. ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PAD. SHALL BE PROPERLY PROTECTED FROM 3. A. FURNISH AND INSTALL PLUMBING ROUGHING AND CONNECTION TO ALL KITCHEN FIXTURES AND f) EXISTING PIPING SHALL BE MODIFIED AND/OR REMOVED TO POINT THAT WOULD 16. ALL FIRE RATED FLOOR AND WALL PENETRATIONS BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR EQUIPMENT, INCLUDING FIXTURES AND EQUIPMENT NOTED IN PARAGRAPH 2 ABOVE, AND/OR ACCOMMODATE CONNECTION OF NEW (WATER, WASTE, SOIL, VENT) PLUMBING FIRE, SMOKE AND WATER PENETRATION ROUGHING. SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS SPECIFIED IN THESE DOCUMENTS. AS PART OF THE PLUMBER'S WORK. B. INSTALLATION SHALL CONSIST OF TRAPS, SUPPORTS, FLOOR SINKS, FLOOR DRAINS, FUNNEL DRAINS, INDIRECT WASTE, ETC. AND NECESSARY ROUGHING FOR A COMPLETE OPERATING 9) ALL PIPE SUPPORTS SHALL BE HOT DIP GALVANIZED, CONSISTING OF 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM SYSTEM, CODE APPROVED AND AN INSTALLATION ACCEPTABLE TO THE ARCHITECT. ADJUSTABLE CLEVIS HANGERS. HANGER ROD SHALL BE SECURED TO BUILDING MAY EXTEND AS A DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY STRUCTURE. WASTE OR VENT OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION 4. SANITARY/VENT PIPING AND WATER PIPING SHALL WHERE POSSIBLE BE INSTALLED (CONCEALED OFHTS ABOVE CABINETS AND ABOVE DROP CEILINGS FIXTURE RATE GPM/ FLUSHING CYCLE ROUGH -IN SIZES TO FIXTURES UNLESS OTHERWISE SHOWN ON PLANS COLD WATER HOT WATER TRAP/ WASTE VENT WATER CLOSET 1,28 G PER FLUSH 1/2" - 3" 2" LAVATORY 1.5 GPM (060 PSI) 1/2" 1/2" 1-1/4" 2" SHOWER 1.5 GPM (@80 PSI) 1/2' 1/2" 2" 2" BATH TUB 1.5 GPM (080 PSI) 1/2' 1/2" 1-1/2" 2" SINK 1.5 GPM (060 PSI) 1/2" 1/2" 1-1/2" 2" WASHING MACHINE WATER FACTOR 8 OR LESS 1/2" 1/2" 2" 2" DISH WASHER 6.5 G PER CYCLE 1/2" 1/2" 2" 2" WALL CLEAN OUT - - - MATCH PIPE - GRAND CLEAN OUT - __FT - MATCH PIPE - WHICH MAY HAVE BEEN DAMAGED. FROM VIEW) IN WALLS, IN S ARCHITECT FOR DIRECTION FIELD CONDITIONS REQUIRE WORK OR MODIFICATION TO 18. PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER THE PROPOSED INSTALLATION TO HIDE PIPING. THE P EXISTING NOTE: CHROME WALLCOVER ARRESTERS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND & SCREW MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 5. WASTE FROM KITCHEN EQUIPMENT AND FIXTURES WHEN NOTED OR SPECIFIED SHALL DISCHARGE A. CONTRACTOR SHALL VERIFY THE LOCATIONS OF EXISTING 19. PROVIDE CHROME PLATED COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS TO WAST RECEPTOR THROUGH AN INDIRECT PIPE BY MEANS OF AN AIR GAP. INDIRECT WASTE SANITARY, CW, HW LINES AND SHALL CONNECT THE NEW PIPING TO PANEL FOR ALL WALL CLEANOUTS. PIPING EXCEEDING 24" HORIZONTAL OR 48' IN TOTAL LENGTH SHALL BE INSTALLED WITH THE EXISTING SYSTEM AS SHOWN ON THIS PLAN, MOREOVER WALL CONTRACTOR SHALL VERIFY THE TYPE OF THE EXISTING MATERIAL 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES TRAP. AND SANITARY, CW/HW LINES AND SHALL MATCH THE SAME FOR WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR 6. REFER "PLUMBING CONNECTION SCHEDULE" AND "GENERAL PLUMBING NOTES" ON FOOD SERVICE NEW PIPING. PLUGGED TEE W/ EQUIPMENT ROOMS. DRAWINGS INCLUDING EQUIPMENT DATA SHEETS FOR RECOMMENDED PLACEMENT OF WASTE B, REFER TO CONTRACT DOCUMENTS FOR ADDITIONAL WORK, SIZES, CLEANUUT 22. ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCABLE DIAGRAM RECEPTOR, FLOOR SINKS, FLOOR DRAINS, TROUGH DRAIN, AND HUB DRAINS, INCLUDING INFORMATION, ETC. REGARDING THE ISTALLATTON OF PLUMBING LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. INDIRECT WASTE CONNECTIONS FROM FIXTURES AND EQUIPMENT. REFER TO PLUMBING SYSTEMS FOR THIS PROJECT. IN THE EVENT OF DESCREPANOES THE 23. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH 1" THICK DOCUMENTS FOR TYPE OF WASTE RECEPTOR AND DRAINS. MOST STRINGENT OF THE REQUIREMENTS WILL GOVERN. FLOUR LINE ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH 1" THICK 7, SEE SITE PLAN FOR CONTINUATION OF SANITARY BUILDING SEWER. REFER TO PROJECT NOTES ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. FOR ADDITIONAL WORK AND REQUIREMENTS. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24. PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 25. STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO _ _ VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 1/8' BEND BALANCE OF PIPING SAME AS CLEANDUT TO GRADE. P4 SL CLEANOUT DETAIL WAL P 5 PLUMBING NOTES P 3 PLUMBING FIXTURE SCHEDULE. N.WALL ❑R FLOOR WATER STOP AND ANCHOR COLLAR HOT OR COLD WATER TO PLUMBING FIXTURE PIPE CLAMP WITH TRISLILATDR MOUNTED INSTALL 1" PVC GOOSNECK i CAST IN PLACE - - • $_ TOP PLATE fj TO CHANNEL OR STUD RETJEF VENT PARALLEL TO AND CLOSE TO BUILDING WALL. PER 6"XV SQ. CONCRETE SLEEVE - •d8- --- MARKER cR PROVIDE SCREEN ON OPEN SPECIFICATION -_- ----•- STEEL OR CARRIER PIPE WOOD STI 5'0 DIS WASTE ❑R VENT WIRED TO STEEL CHANNEL FIN. FLOOR 4B 'A9SWANAPR I- iL,r AMNA�CXE 0TLAPpIF ig OVER DRY \ FlNI� 6. END OF G'OOSNECK. SUPPLY ANGLE STOP NO.5 REBAR HANDLE /2 WIDE 16 GA STEEL � 12" Max PRE -CAST TRAP PRIMER 1/2 CW ANNEL BOLTED OR REINFORCED ILED TO STUD IN AN CONCRETE TO LAV COVERPROVED MANNER COLD WATER SUPPLY T P' 1/2' SHOCK ESTOR I 2" CONDENSATE PVC FLOOR DRAIN 12' MIN. LINE SLOPE Q 1/2' FLOOR DROP ELL SCREW TO 1/8" PER FT EL CHANNEL AS REQ'D 36" LENGTH x 24" DIA_ H FELT IN BETWEEN OPEN BOTH REINFORCED CONCRETE PIPE 3' WASTE T12 E SET ON 36" DIA. X ERNATE SUPPLY " GRAVEL BED .,. ATIDN AUXILIARY INLET FITTING _. _. _ ... - _ _ra_ _ -_ NOTES: - • • - •-•• • �• • -- 1. EXACT LOCATION OF CONDENSATE DRYWELL 1 -ALL EXPOSED VALVES, PIPES AND FITTINGS SHALL BE CHROME PLATED. SHALL BE COORDINATED WITH LANDSCAPE WORK NOTE. FIRE WALLS MUST HAVE AND ARCHITECT. 2. MAKE NECESSARY ADJUSTMENTS TO CLEAR 2 - THIS DETAIL IS APPLICABLE FOR RESEALING FLOOR DRAINS FIRE RETARDANT PLANTING, TREES, SHRUBS, ETC. WITH WATER SUPPLY FROM THE NEAREST PLUMBING FIXTURES CALKING. RE: MANUFACTURER FOR MODEL NUMBER SLEEVE AND SEAL P�-7 PIPE IN STUD WALL P CONDENSATE DRYWELL DETAIL P TRAP PRIMER LOCATION DETAIL P N.T.S. T S.SEAL® le REVISIONS cc Cj z = LLI D LL LL O W U s. � " �L `V lV V r� r� � W M V1 Q� CA W DRAWN CHECKED RRY g DATE Noveer 21 2017' SCALE AS SHOWN JOB NO, 17-078 SHEET TITLE SHEET NO. P _ OF m \n) 8 a)3 3 I � a Y +e ...... . e •..••• •• • •.••e• ••.... 0*00 • • • ••••.• we .000 . 00 f It 4 i �MAPp. - 7' WASD .�:"•- 'SIQP.`ER IWS►ON lj*viswed d' ir�0faf_�_, Date VERtFf `.� ri equsrd A h'ot Required ORD. LETTER E9-9 5 Required of Req OTHER`_. cc"Zg I��I�fgtl�ii f a' y r e