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HomeMy WebLinkAbout6585 Simons RdTABLE OF CONTENTS SHEET# I SHEET NAME CITY OF ZEPHYRHILLS SARAH VANDE BERG TENNIS CENTER ZEPHYRHILLS, FLORIDA PERMIT DOCUMENTS 6/21/2019 FGA PROJECT#: 19020 -'LEI SIC HIMANG ARC 14 . E PLANNING INTERIORS SAFETY HARBOR OFFICE TAMPA OFFICE SARASOTA OFFICE 195 FOURTH AVENUE NORTH 324 HYDE PARK AVENUE, SUITE 300 5967 CATTLEMAN LANE SAFETY HARBOR, FLORIDA 34695 TAMPA, FLORIDA 33606 SARASOTA, FLORIDA 34232 PHONE: (727) 725-8880 PHONE: (813) 251-4400 PHONE: (941) 342-9293 FAX: (727) 725-3900 FAX: (813) 251-1994 FAX: (941) 342-9253 REGISTRATION NUMBER: AAC000123 MEP ENGINEERS: Emerald Enaineerina Inc. 9942 CURRIE DAVIS DRIVE, SUITE H TAMPA, FLORIDA 33619 PHONE - (813) 995-0300 AO.0 COVER REFERENCE SHEET AO.1 AO.2 LIFE SAFETY FLOOR PLAN & BUILDING CODE DATA A1.1 SITE PLAN A2.1 FIRST FLOOR PLAN A2.2 ENLARGED PLANS, SCHEDULES & WALL TYPES A4.1 OPENING SCHEDULE & DETAILS A4.2 OPENING SCHEDULE & DETAILS A4.3 OPENING DETAILS & SIGNAGE SCHEDULE & DETAILS A5.1 EXTERIOR ELEVATIONS A6.1 BUILDING SECTIONS A6.2 WALL SECTIONS A6.3 WALL SECTIONS A6.4 WALL SECTIONS A6.5 IWALLSECTIONS A6.6 WALL SECTIONS A7.1 INTERIOR DETAILS A8.1 REFLECTED CEILING PLAN A9.1 ROOF PLAN A9.2 ROOF DETAILS S1.1 FOUNDATION PLAN S1.2 FRAMING PLAN S2.1 STRUCTURAL DETAILS S2.2 STRUCTURAL DETAILS S3.1 WALL SECTIONS S3.2 WALL SECTIONS S3.3 IWALLSECTIONS MECHANICAL M0-1 HVAC GENERAL INFORMATION MO-2 HVAC GENERAL INFORMATION M1-1 HVAC FLOOR PLAN M1-2 HVAC ROOF PLAN M5-1 HVAC DETAILS M5-2 HVAC DETAILS M6-1 HVAC SCHEDULES PLUMBING PO-1 PLUMBING GENERAL NOTES, LEGEND & SPECIFICATIONS P1.1 Unnamed P2-1 PLUMBING FLOOR PLAN P2-2 PLUMBING ROOF PLAN P6-1 PLUMBING SCHEDULES AND DETAILS P7-1 PLUMBING RISER DIAGRAMS EO-1 ELECTRICAL SPECIFICATIONS AND SCHEDULES E1-0 ELECTRICAL SITE PLAN E1-1 ELECTRICAL FLOOR PLAN - LIGHTING E2-1 ELECTRICAL FLOOR PLAN - POWER E2-2 ELECTRICAL ROOF PLAN E2-3 LIGHTNING PROTECTION DETAILS E6-1 ELECTRICAL SCHEDULES E7-1 POWER RISER DIAGRAM SITE LOCATION MAP (NTS) L.L w I— Z w U) CU J (n J z = Z LLI CD w 0� N W LL m O w 0 z U > _ Q ry Q s�g y,;� u - I— Z W U O 0 SOL J. FLEISCHMAN, ,JR. AR0005569 6-21-19 I . THESE PROJECT NOTES APPLY ONLY TO ARCHITECTURAL SHEETS. 2. GENERAL NOTES ON ARCHITECTURAL SHEETS APPLY ONLY TO THE SHEET ON WHICH THEY APPEAR. 3. KEY NOTES ON ARCHITECTURAL SHEETS APPLY ONLY TO THE SHEET ON WHICH THEY APPEAR. 4. CENTER ANY INTERIOR OPENINGS (NOT LOCATED BY DIMENSION), THAT APPEAR TO BE CENTERED IN A WALL. 5. IF THE LOCATION OF ANY BUILDING ELEMENT IS NOT OBVIOUS OR CAN NOT BE DETERMINED BY DIMENSION, MATHEMATICS, OR AS NOTED ABOVE, CONTACT THE ARCHITECT. 6. DIMENSIONS TO NEW MASONRY WALLS ARE TO THE FACE OF MASONRY SUBSTRATE. 7. DIMENSIONS TO NEW EXTERIOR STUD WALLS ARE TO EXTERIOR FACE OF STUDS. 8. DIMENSIONS TO NEW INTERIOR STUD WALLS ARE TO FINISHED FACE OF THE WALL. 9. DIMENSIONS TO EXISTING WALLS ARE TO FINISHED FACE OF THE WALL. 10. CONTRACTOR TO FURNISH AND INSTALL CONCEALED WOOD BLOCKING (WITHIN WALLS) AS REQUIRED TO FIRMLY SECURE WALL -MOUNTED EQUIPMENT AND/OR ACCESSORIES. ALL WOOD BLOCKING IN CONTACT WITH MASONRY IS TO BE PRESSURE TREATED. 11. "FINISHED FLOOR" AS REFERRED TO THROUGHOUT THE ARCHITECTURAL DRAWINGS IS HEREBY DEFINED AS THE REQUIRED FLOOR FINISH, EXCEPT IN AREAS WHERE CARPETING IS INDICATED, IN WHICH CASE "FINISHED FLOOR" REFERS TO SUBSTRATE RECEIVING CARPET (E.G. CONCRETE SLAB, SHEATHING, ETC). 12. "FINISH SUBSTRATE" AS REFERRED TO THROUGHOUT ARCHITECTURAL DRAWINGS IS HEREBY DEFINED AS THE CONCRETE SLAB OR SHEATHING BENEATH THE REQUIRED FLOOR FINISH, EXCLUSIVE OF REQUIRED FINISH AND MORTAR OR ADHESIVE NECESSARY FOR APPLICATION OF FINISH. 13. HEIGHT DIMENSIONS ON INTERIOR ELEVATIONS ARE TO FINISHED FLOOR. 14. ANY DIMENSIONS OR TARGET ELEVATIONS REFERENCING "FINISHED FLOOR" OR "FINISH SUBSTRATE" REFER TO TOP OF THE FINISH OR SUBSTRATE. PROJECT NOTES O NTS AFF ABOVE FINISHED FLOOR FH FIRE HYDRANT PNT PAINT (PAINTED FINISH) ATS ABOVE TOP OF SLAB FPL FIREPLACE POLYISO POLYISOCYANURATE ACOU ACOUSTICAL FL FLOOR, FLOORING PR PAIR APC ACOUSTICAL PANEL CEILING FD FLOOR DRAIN PTD PAPER TOWEL DISPENSER ADD'L ADDITIONAL FBC FLORIDA BUILDING CODE PERP PERPENDICULAR ADJ ADJACENT FDOT FLORIDA DEPARTMENT OF TRANSPORTATION PC PERSONAL COMPUTER ADJS ADJUSTABLE FLUOR FLUORESCENT PL PLATE A/C AIR CONDITIONING FT FEET, FOOT PLS PLASTER AHU AIR HANDLING UNIT FTG FOOTING PLAM PLASTIC LAMINATE ALUM ALUMINUM FND FOUNDATION PLBG PLUMBING ALT ALTERNATE P'WD PLYWOOD ADA AMERICANS WITH DISABILITIES ACT GA GAGE, GAUGE PVC POLYVINYL CHLORIDE AB ANCHOR BOLT GALV GALVANIZED CEM PLS PORTLAND CEMENT PLASTER LB,APPR POUND APPROVE,APPROVED GC GENERAL CONTRACTOR PCF CF POUNDS PER CUBIC FOOT APPROX APPROXIMATE GL GLASS, GLAZING PSI POUNDS PER SQUARE INCH ARCH ARCHITECT, ARCHITECTURAL GB GRAB BAR PSF POUNDS PER SQUARE FOOT A/E ARCHITECT/ENGINEER GYP GYPSUM P-1-P POURED IN PLACE AVE AVENUE GFRC GLASS FIBER REINFORCED CONCRETE PRE-ENG PRE-ENGINEERED AVG AVERAGE GFRG GLASS FIBER REINFORCED GYPSUM PREFAB PREFABRICATE, PREFABRICATED GFI GROUND FAULT INTERRUPT PREFIN PREFINISH, PREFINISHED BD BOARD PT PRESSURE TREATED HDP HIGH DENSITY POLYURETHANE BLVD BOULEVARD HDW HARDWARE QTY QUANTITY BLK BLOCK HTG HEATING R RADIUS BLKG B BLOCKING BOTTOM HVAC HEATINGNENTILATION/AIR CONDITIONING RECT RECTANGULAR BLDG BUILDING HT HEIGHT REF REFERENCE BM BEAM H HIGH RCP REFLECTED CEILING PLAN BRG BEARING HC HOLLOW CORE REFR REFRIGERATOR BUR BUILT UP ROOFING HM HOLLOW METAL REG REGULAR X BY HORIZ HORIZONTAL REINF REINFORCE, REINFORCED, REINFORCING HB HOSE BIBB REBAR REINFORCING BAR CAB CABINET HR HOUR REQ'D REQUIRED CPT CARPET HWY HIGHWAY RES RESILIENT CLG CEILING REV REVISION, REVISED CEM CEMENT I IMPREGNATED R/W RIGHT OF WAY CTR CENTER INCACAN INCANDESCENT RD ROOF DRAIN CER CERAMIC IN INCH RM ROOM CT CERAMIC TILE INCL INCLUDE, INCLUDED, INCLUDING RO ROUGH OPENING INFO INFORMATION CHKBD CHALKBOARD CIR CIRCLE ID INSIDE DIAMETER SNV SANITARY NAPKIN VENDOR CCTV CLOSED CIRCUIT TELEVISION INSUL INSULATION SND SANITARY NAPKIN DISPOSAL CLO CLOSET INT INTERIOR SCJ SAWED CONTROL JOINT COL COLUMN JAN JANITOR SCH SCHEDULE CONC CONCRETE JT JOINT SHTH'G SHEATHING CMU CONCRETE MASONRY UNIT JST JOIST SIL SILICONE CONF CONFERENCE JBOX JUNCTION BOX SIM SIMILAR CONST CONSTRUCTION SHT SHEET CONT CONTINUOUS, CONTINUE KCJ KEYED CONTROL JOINT SD SOAP DISPENSER CONTR CONTRACT, CONTRACTOR LAB LABORATORY SC SOLID CORE CJ CONTROL JOINT, CONSTRUCTION JOINT LAM LAMINATE, LAMINATED STC SOUND TRANSMISSION COEFFICIENT CRD COORDINATE LA LANDSCAPE ARCHITECT SPKR SPEAKER CORR CORRIDOR LTV LAVATORY SPEC SPECIFICATION CU FT CUBIC FOOT LT LIGHT SQ SQUARE CFM CUBIC FEET PER MINUTE LED LIGHT EMITTING DIODE SF SQUARE FOOT, SQUARE FEET CYD CUBIC YARD LTG LIGHTING SS STAINLESS STEEL STD STANDARD LF LINEAL FEET STL STEEL D DEEP,DEPTH L LONG, LENGTH STO STORAGE DEMO DEMOLISH, DEMOLITION LLH LONG LEG HORIZONTAL ST STREET DTL DETAIL LLV LONG LEG VERTICAL STIR STRUCTURE,STRUCTURAL DIAG DIAGONAL SUSP SUSPENDED DIA DIAMETER MAINT MAINTENANCE SW SWITCH DIM DIMENSION MM MILLIMETER SYM SYMMETRY, SYMMETRICAL DW DISHWASHER MH MANHOLE DIV DIVISION MFR MANUFACTURE, MANUFACTURER TKBD TACKBOARD DR DOOR MFR'D MANUFACTURED TEL TELEPHONE DBL DOUBLE MKBD MARKERBOARD TV TELEVISION DN DOWN MAS MASONRY TEMP TEMPORARY DS DOWNSPOUT MO MASONRY OPENING TH THICK, THICKNESS DWR DRAWER MAIL MATERIAL THR THRESHOLD DWG DRAWING MAX MAXIMUM TBD TO BE DETERMINED DF DRINKING FOUNTAIN MECH MECHANIC, MECHANICAL T TOILET ME MECHANICAL ENGINEER TPD TOILET PAPER DISPENSER EA EACH MDF MEDIUM DENSITY FIBERBOARD T&G TONGUE AND GROOVE ELEC ELECTRIC, ELECTRICAL MTL METAL T&B TOP AND BOTTOM EWC ELECTRIC WATER COOLER MEZZ MEZZANINE T.0 TOP OF EWH ELECTRIC WATER HEATER M MINUTE TB TOWEL BAR ELEV ELEVATION MISC MISCELLANEOUS TR TREAD EL ELEVATOR MTD MOUNTED TYP TYPICAL, UNLESS OTHERWISE NOTED EMER EMERGENCY MUL MULLION EH EMOTIONALLY HANDICAPPED UC UNDERCUT ENCL ENCLOSURE NEC NATIONAL ELECTRIC CODE UL UNDERWRITER'S LABORATORY EQ EQUAL NGVD NATIONAL GEODETIC VERTICAL DATUM LINO UNLESS NOTED OTHERWISE EQUIP EQUIPMENT NRC NOISE REDUCTION COEFFICIENT VTR VENT THROUGH ROOF ETC ETCETERA NOM NOMINAL VERT VERTICAL EXH EXHAUST NAVD NORTH AMERICAN VERTICAL DATUM VEST VESTIBULE EXIST EXISTING N/A NOT APPLICABLE VCT VINYL COMPOSITION TILE ETR EXISTING TO REMAIN NIC NOT IN CONTRACT VWC VINYL WALL COVERING EXP EXPANSION NTS NOT TO SCALE EJ EXPANSION JOINT NOA NOTICE OF ACCEPTANCE WSCT WAINSCOT EXT EXTERIOR NO, # NUMBER WC WATER CLOSET EIFS EXTERIOR INSULATION FINISH SYSTEM WH WATER HEATER OFF OFFICE WP WEATHERPROOF FV FIELD VERIFY OC ON CENTER WR WASTE RECEPTACLE FIN FINISH, FINISHED OPNG OPENING WT WEIGHT FA FIRE ALARM OPP OPPOSITE WWF WELDED WIRE FABRIC FE FIRE EXTINGUISHER OZ OUNCE W WIDE, WIDTH FEC FIRE EXTINGUISHER CABINET OD OUTSIDE DIAMETER W/ WITH FHC FIRE HOSE CABINET OA OVERALL W/O WITHOUT OH OVERHEAD WD WOOD YD YARD CATEGORY SUBCATEGORY MANUFACTURER DOCUMENTATION TYPE (PER FLORIDA ADMINISTRATIVE CODE 9113-72.070) REFER TO SHEET NO(S). PRODUCT NAME / NUMBER STATE OF FLORIDA APPROVAL NO. METHOD (1 OR 2), LETTER CODE WINDOWS SKYLIGHTS EXTERIOR DOORS SWINGING EXTERIOR DOOR ASSEMBLIES CURRIES DIVISION OF AADG, INC. FL8394.1 METHOD 1, OPTION A MODEL 707 PAIR OF FLUSH DOORS SHUTTERS ROOFING SINGLE PLY ROOF SYSTEM FIRESTONE BUILDING PRODUCTS COMPANY FL10264.1 R12 METHOD 1, OPTION D ULTRAPLY TPO SINGLE PLY ROOF SYSTEM SC-120 PANEL WALLS STOREFRONT YKK AP AMERICA FL12926-R5 METHOD 1, OPTION D YES 45 TU STRUCTURAL COMPONENTS NEW & INNOVATIVE BUILDING ENVELOPE PRODUCTS (OTHER) GENERAL NOTES: 1. INCLUSION OF "APPROVED PRODUCTS" OR ASSOCIATED INFORMATION AND DOCUMENTATION ON THESE "PA" SHEETS OR BY REFERENCE IN THE CONSTRUCTION DOCUMENTS DOES NOT IMPLY THAT FLEISCHMANGARCIA OR ITS SUBCONSULTANTS HAVE EITHER PRODUCED OR CREATED THE INFORMATION CONTAINED HEREIN. CONSEQUENTLY, FLEISCHMANGARCIA AND ITS SUBCONSULTANTS ACCEPT NO RESPONSIBILITY FOR ANY INFORMATION GIVEN RELATIVE TO "APPROVED PRODUCTS." 2. RESPONSIBILITY FOR ANY PRODUCTS PERFORMANCE RELATIVE TO STRUCTURAL INTEGRITY DURING HURRICANES BASED ON EVALUATIONS OF CODE COMPLIANCE CONDUCTED BY STATE APPROVED ENTITIES LIES SOLELY WITH THE MANUFACTURERS OF THE ABOVE LISTED PRODUCTS. 3. INCLUSION OF A PRODUCT IN THIS SCHEDULE DOES NOT IMPLY OR PRESUME THAT THE PRODUCT LISTED WILL BE INSTALLED IN THIS PROJECT. ALTERNATE PRODUCTS COMPLYING WITH CODE REQUIREMENTS MAY BE UTILIZED UPON EVAULATION, ACCEPTANCE, AND APPROVAL BY THE BUILDING DEPARTMENT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT INFORMATION AND DOCUMENTATION THAT MAY BE REQUIRED BY THE BUILDING DEPARTMENT FOR THE ALTERNATE PRODUCTS EVALUATION AND APPROVAL. 4. REFER TO PROJECT DATA ON SHEET NUMBER A0.2 FOR APPLICABLE WIND SPEED CLASSIFICATION OF PROJECT. PRODUCT APPROVAL SCHEDULE O NTS 101 DOOR ID 0 ; COLUMN ID 1t WINDOW ID I 1i FURNITURE / EQUIPMENT ID OGLAZING ID 0000 SIGNAGE TAG Name ELEVATION TARGET (INDICATING 1 i WALL ID Elevation HEIGHT ABOVE SLAB/SUBSTRATE) Name% CEILING HEIGHT TARGET Room name ROOM ID Elevation 101 REFERS TO 1 REVISION ID 1 DRAWING ID SECTION ID A101 REFERS TO N PLAN NORTH SHEET # NORTH ARROW REFERS TO DRAWING ID 1 DETAIL / ENLARGED PLAN ID TRUE NORTH, A101 REFERS TO IF APPLICABLE SHEET # REFERS TO VIEW NAME 1 DRAWING ID 1 DRAWING ID ELEVATION ID 1/8" = V-0" A5.1 REFERS TO SHEET # s 0 W !� OO N E CO Z o w ~ o V U ZM f0 Z S2 5 ;; , � CO m QZ Q 1L1�L., z0N� p�"��^y �`+ m f@ a aYU. ZL '0i LU wz FW =a ~ cn N F � v �Fa tq ffww W ~ Y7 w v W a J L16 V J Z ' V I z J W J = V Q = m W LL W W Z J N OW LL Z Q U = w W 0 N U < �Q V , THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUMENTS 2. PLEISICMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO' DATE NOTES SHEET NAME ABBREVIATIONS INDEXO NTS REFERENCE SYMBOL LEGEND O 1/8" = V-0" REFERENCE SHEET SHEET NUMBER A0.1 1 11 1 1 - - I' — -_ - 1 1 . f_ 1 1 PI .- I 1- - - - APPLICABLE CODES BUILDING CODE: FLORIDA BUILDING CODE 2017 (FBC 2017) - SIXTH EDITION ACCESSIBILITY: FBC 2017, ACCESSIBILITY MECHANICAL CODE: FBC 2017, MECHANICAL ELECTRICAL CODE: FBC 2017 - CHAPTER27; NFPA 70 (N.E.C.) PLUMBING CODE: FBC 2017, PLUMBING GAS FUEL CODE: FBC 2017, GAS FUEL ENERGY CONSERVATION: FBC 2017, ENERGY FIRE SAFETY CODE: FLORIDA FIRE PREVENTION CODE - FIFTH EDITION (BASED ON NFPA1; NFPA 101 & LIFE SAFETY CODE, 2012 EDITION) BUILDING CATEGORIZATION & PHYSICAL PROPERTIES OCCUPANCY CLASSIFICATION FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION CODE CHAPTER 3, SECTION 302 NFPA 101, CHAPTER 6 BUSINESS BUSINESS CONSTRUCTION TYPE FLORIDA BUILDING COQE FLORIDA FIRE PREVENTION CODE CHAPTER 6 NFPA 101-8.2.1.2 II-B PER FBC: II-B WIND SPEED DESIGN CRITERION *WIND SPEED CLASSIFICATION EQUAL TO OR EXCEEDING 140 MPH QUALIFIES PROJECT FOR WIND BORNE DEBRIS REGION FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION CODE PROVIDED CHAPTER 16, SECTION 1609 FIGURE 1069.3(1) VULK = 140 MPH (RISK CATEGORY II) N/A REFER TO "PA" DWGS BUILDING PHYSICAL PROPERTIES FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION CODE PROVIDED SECTION 501 ALLOWABLE HEIGHT 55, (TABLE 504.3) N/A 19'-7" ALLOWABLE NUMBER OF STORIES (TABLE 504.4) N/A 1 ALLOWABLE AREA PER FLOOR 23,000 (TABLE 506.2) N/A 460 7, T. SPRINKLER SYSTEM NON -SPRINKLER N/A N/A FIRE RATING REQUIREMENTS BUILDING COMPONENTS FLORIDA BUILDING CODE NFPA 101 - LIFE SAFETY CODE NFPA 220 PROVIDED TABLES 508.4, 601, 602, & 1020.1 7.1.3.1 & 6.1.14.4.1 TABLE 4.1.1 STRUCTURAL FRAME 0 0 0 BEARING WALLS - EXTERIOR 0 0 0 BEARING WALLS - INTERIOR 0 0 0 NON -BEARING WALLS - EXTERIOR 0 0 0 NON -BEARING WALLS - INTERIOR 0 0 0 FLOOR CONSTRUCTION 0 0 0 ROOF CONSTRUCTION 0 0 0 OCCUPANCY SEPARATION N/A N/A N/A CORRIDORS 0 0 PER 12.3.6 (2) 0 FIRE EXTINGUISHER REQUIREMENTS FIRE EXTINGUISHER COMPONENT FLORIDA BUILDING CODE FLORIDA FIRE PREVENTION CODE NFPA 10, TABLE 6.2.1.1 ORDINARY HAZARD OCCUPANCY MAXIMUM FLOOR AREA PER UNIT OF A N/A 1,500 SQ FT MAXIMUM FLOOR AREA PER EXTINGUISHER N/A 11,250 SQ FT MAXIMUM TRAVEL DISTANCE N/A 75 FT EXITING REQUIREMENTS EXITING COMPONENT FLORIDA BUILDING CODE NFPA 101 - LIFE SAFETY CODE PROVIDED COMMON PATH OF TRAVEL TO AN EXIT 100, [1006.2.11 75' [TABLE A.7.6] 52' MAXIMUM DEAD END CORRIDOR [1020.4 (2)] [TABLE A.7.61 19'-3" MAXIMUM TRAVEL DISTANCE TO EXIT 200 FT [TABLE 1017.21 200' [TABLE A.7.61 52' MINIMUM CORRIDOR WIDTH [1020.21 36" [7.3.4] 48" MIN. MINIMUM CLEAR OPNG OF EXIT DOORS [1010.1.1] [7.2.1.2.1] 34" MINIMUM STAIR WIDTH N/A N/A N/A OCCUPANT LOAD & EGRESS WIDTH CALCULATIONS FLORIDA BUILDING CODE OCCUPANCY AREA (SQ FT) TABLE 1004.1.2 OccuEGRESSREQ PANT PANT LOAD SECTION 1005 EGRESS WIDTH PRO- VIDED OCCUPANT USE AREA/ OCCU- PANT (SQ FT) WIDTH / PERSON SERVED EGRESS EGRESS WIDTH BUSINESS 1,060 SEE PLAN 100 13 0.2 3" - EXERCISE 1,382 SEE PLAN 50 28 0.2 6" - LOCKER 653 SEE PLAN 653 14 0.2 3" - ASSEMBLY, UNCONC - T & C 1,417 SEE PLAN 15 99 0.2 20" - DAYCARE 377 SEE PLAN 377 11 0.2 3" - MERCANTILE 305 SEE PLAN 305 6 0.2 2" - KITCHEN, COMMERCIAL 511 SEE PLAN 511 3 0.2 1" ACCESS. STOR, MECH & ELEC 267 SEE PLAN 300 6 0.2 2" - TOTAL 5,972 SEE PLAN 180 40" >40" PLUMBING FIXTURE CALCULATION AREA (SQ FT) AREA/OCCUPANT (SQ FT) OCCUPANTS BUILDING SEE OCCUPANT LOAD CALC TABLE 180 ASSUME: 90 OCCUPANTS MALE 90 OCCUPANTS FEMALE WATER CLOSETS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS MALE/FEMALE 1/25 FIRST 50, 1/50 REMAINDER 50 1/40 FIRST 80, 1/80 REMAINDER 80 1/100 REQ'D:3 REQ'D:3 REQUIRED:4 REQUIRED:2 REQUIRED:1 PROPOSED: 1 PROPOSED: 3 PROPOSED: 6 PROPOSED: 2 PROPOSED: 1 URINALS: 2 PROPOSED UNISEX X I PROPOSED UNISEX X WELLNESS/FITNESS CENTER & TRAINING 87" 19/435 113 O.L. = 28 (EXERCISE) WOMEN'S MEN'S KID'S CLUB RESTROOM RESTROOM RESTROOM 114 115 L J 105 EGRESS ARROW OCCUPANT CAPACITY gg/1- 7� � ACTUAL OCCUPANT LOAD CLEAR WIDTH FEC FIRE EXTINGUISHER CABINET WITH A 2A:10B:C FIRE EXTINGUISHER EACH FIRE EXTINGUISHER ON BRACKET WHERE INDICATED ON PLAN EXIT SIGN L GRAPHIC ILLUSTRATION OF TRAVEL DISTANCE TO EXIT FROM REMOTE POINT LIFE SAFETY LEGEND O 1/8" = 1'-0" i I O.L.=1 (ACC. STOR.) - O.L.=1 (ACC. STOR.) FIRST FLOOR LIFE SAFETY PLAN O 1/8" = r'-o" 1 N K d Y W F Z O� N M E C M E O o U tQ�M pg$ V Co Z w co 11 01 10J lV��{1�1Q�f1� O M ^ C C ole G Q a J p p M a Y LL "'ao C Z C r Wid .a ` ►-W o U a� V x fn A W M W � x cc W V IW6 Z W z J W _ ('D a �- W O J = co W LL � W W ~ Z J J N 0 W ZU O Q \ Iz W N T U � r� V THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. ERTIFY=RELEVANT EDGE WITH PERMIT DOCUMENTS /--"\ 101 A Q.- / SOt--crFLEISCHMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS F DATE NOTES i SHEET NAME LIFE SAFETY FLOOR PLAN & BUILDING CODE DATA SHEET NUMBER A0.2 I! - I I - I 1 I III 111IF1 1 1--1-''' it I I I LIMIT OF FUTURE INDOOR COURT B UIILDiN,3 I C U R T � _0 U R T '7 C' 1URT 9 C vURT 1 I I it I ' I i1 II I � 1 I I I I I I I I I I II I I I � I I I i I I II II I I I I HARD COURTS COURT COURT #12 COURT #13 COURT #14 Q I LIMIT OF FUTURE INDOOR COURT BUILDING I O I I � I I �1 Z O PIC KLEB ALL WITH 36' TENNIS COLORING I COURT ,q RT 43 C IH li I^ i. IR _X BT.,J �J� T I I I I I PE PE w PE PH aB I I I I I I IPIC KLEB ALL JVITH 36 TENNIS C C,LORIN'G I I I I FUTURE I � E JE NT I I � p Z'\ I 1 I COURT 4 COURT 3 REFER TO APPROVED CIVIL P6 =, PE PH Y P6 =4 l T DRAWINGS FOR ALL SITE �I I INFORMATION AND LAYOUT, TYPICAL E) { I "NEW ONE STORY MASONRY BUILDING- { ELEV: 101.0 = 0 -0 z P,�DEL P,�DEL P,DEL PaDEL I I I a I . . . , . , . , , . . . . . , . o 0 0 0 0 P,XRKIG/SP II � I I I ! III II ! I i i I I II I II , I I I Ili II I I II I it I I � ARCHITECTURAL SITE PLAN O 1" = 30'-0" a W r Z o 24 E O Z y� 00' Z V Q N W Z LL 2 C N N � M N m cm: � C� zc o_ v V v L W 2 W V a L6 co z cn z I ' ' J � Q w O T 1 CL M W l� uj J W W z N 0 W LL zU = 0 Q \ w w N I— U � Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOU PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUMENTS 0 SO . F EISCH AN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NOI DATE NOTES SHEET NAME SITE PLAN SHEET NUMBER A1.1 --- L - I 1 11 furir I GROSS AREA - T460 +/- SF PREVIOUS AREA - 7,252 +/- SF 1 2 3 2 r 1 5 6 3 A6.1 U A5.1 VALLS ARE TO EXTERIOR FACE S ARE TO EXTERIOR FACE OF FALLS ARE TO FACE OF 3 ARE TO FACE OF STUD. R WALLS AND NOT ABUTTING /ALL, UNLESS INDICATED f OBVIOUS OR CANNOT BE 3 NOTED ABOVE, CONTACT THE N (1 FIRST FLOOR PLAN O 1/8" = 1'-0" O ~ Z p N E {7 U Z 0 Z W Wil f0 La� N Q Z U.gZ0C4 v W N > (a C m S ^!. d aYLLWm ZL _ �d ~LU X� o c �� ui � S W V J W V J Z (n " ' Z J-17 W � o i- � W c o ^= I..L m W � LL J W � Z -� N 0W u z V a O Q \ w N 1 U Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOU PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES I PERMIT DOCUMENTS S�J. FLEISCIfIMAN, JR. AR0005 69 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME FIRST FLOOR PLAN SHEET NUMBER A2.1 1 co v ROOM FINISH SCHEDULE ROOM NO ROOM NAME FLOOR BASE WALL CEILING CEILING HT 101 ENTRY LOBBY SPC RES PNT LMC 13' - 11 3/8" 102 COMMONS SPC RES PNT EXPOSED 103 PRO SHOP LVP RES PNT APC 10, - 0" 103A STORAGE LVP RES PNT APC 9' - 0" 104 JANITORS CLOSET SC RES PNT APC 9' - 0" 105 KID'S CLUB LVP RES PNT APC 10, - 0" 105A KID'S CLUB STORAGE LVP RES PNT APC 9' - 0" 105B KID'S CLUB RESTROOM PT PT WB EPDXY/ TO" HIGH TILE @ WET WALL PNT 9' - 0" 106 ELEC. SC NR PNT EXPOSED 107 MECH. SC NR PNT EXPOSED 108 PRO'S OFFICE CPT RES PNT APC 9' - 0" 109 GABBY S OFFICE CPT RES PNT APC 9' - 0" 110 FOOD PREP QT QT PNT APC 9' - 0" 111 PASCAL'S OFFICE CPT RES PNT APC 9' - 0" 112 COMMUNITY ROOM LVP RES PNT APC 9' - 0" 113 WELLNESS/FITNESS CENTER & TRAINING MSF RES PNT EXPOSED 113A MULTIPURPOSE ROOM SPC RES PNT APC 9' - 0" 113B CRYOTHERAPY SPC RES PNT APC 9'-0" 113C STORAGE SC RES PNT APC 9' - 0" 113D A/C SC RES PNT EXPOSED 114 WOMENS LOCKER ROOM PT PT WB EPDXY/ 7'0" HIGH TILE @ WET WALL PNT 9' - 0" 114A WOMEN'S RESTROOM PT PT WB EPDXY/ 77HIGH TILE @ WET WALL PNT 9' - 0" 115 MENS LOCKER ROOM PT PT WB EPDXY/ 7'0" HIGH TILE @ WET WALL PNT 9' - 0" 115A MEN'S RESTROOM PT PT WB EPDXY/ 77 HIGH TILE @ WET WALL PNT 9' - 0" 116 CIRCULATION SPC RES PNT APC 9' - 0" 117 CIRCULATION SPC RES PNT APC 9' - 0" 118 CIRCULATION SPC RES PNT EXPOSED FIRE RATED ACOUSTIC INTERIOR WALL TYPES WALLS WALLS RATING STC TAG PLAN SECTION DESCRIPTION DETAIL DESIGN REF. O 3-5/8" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD ON BOTH SIDES 3 5/8" METAL STUDS (U.N.O.) AT 16" O.C. WITH 5/8" — 49 O GYPSUM BOARD ON BOTH SIDES WITH BATT INSULATION ACOUSTICAL WALL 5/A2.2 SA-870717 O 3-5/8" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM BOARD ON ONE SIDE 6" METAL STUDS (U.N.O.) AT 16" O.C. WITH 5/8" — — 4O GYPSUM BOARD ON BOTH SIDES WITH BATT INSULATION 6" METAL STUDS (U.N.O.) AT 16" O.C. WITH 5/8" O GYPSUM BOARD ON BOTH SIDES WITH BATT INSULATION ACOUSTICAL WALL 5/A2.2 -- 2-1/2" METAL STUDS AT 16" O.C. WITH 5/8" GYPSUM O `r BOARD ON ONE SIDE AND 6" METAL STUDS AT 16" O.C. WITH 5/8" BOARD ON ONE SIDE AND BATT o INSULATION 5/A2.2 WALL HEIGHT CODES: +-- LETTER INDICATES WALL HEIGHT, SEE WALL HEIGHT CODES. NUMBER INDICATES WALL TYPE. SEE WALL TYPE CODES IN TABLE WALL HEIGHT CODES: _A WALL EXTENDS TO 6" ABOVE HIGHEST ADJACENT CEILING B WALL EXTENDS TO, AND IS SEALED TO STRUCTURE ABOVE _C WALL EXTENDS TO UNDERSIDE OF STEEL BEAM WALL SCHEDULE NOTES: A. WALLS WITHOUT WALL TAGS ARE TO BE CONSTRUCTED BASED ON WALL CODE 1A, TYPICAL B. THE FOLLOWING INTERIOR WALL FINISH SUBSTRATES ARE TO BE PROVIDED IN LIEU OF GYPSUM BOARD (IN LIKE THICKNESSES): - MOISTURE RESISTANT GYPSUM BOARD ON FIXTURE SIDE OF ALL PLUMBING WALLS -CEMENTITIOUS TILE BACKER BOARD ON SIDE OF WALLS SCHEDULED TO RECEIVE TILE -ABUSE RESISTANT GYPSUM BOARD WHERE INDICATED ON FLOOR PLAN C. WALL TYPE INDICATED SHALL CONTINUE OVER DOOR OPENINGS AND OVER/BELOW GLAZED OPENINGS OR WINDOWS AS REQUIRED. COORDINATE WITH FRAME DETAILS. D. WALLS IDENTIFIED AS "ACOUSTICAL WALL" SHALL COMPLY WITH THE FOLLOWING: -FILL ALL WALL PENETRATIONS WITH BATT INSULATION AND SEAL WITH ACOUSTICAL SEALANT -STAGGER ELECTRICAL BOXES A MINIMUM OF 16" -APPLY ACOUSTICAL SEALANT AT PERIMETER OF STUD WALLS -AT CMU WALLS HAVING GYPSUM BOARD ON FURRING, GYP BD FASTENERS MUST NOT CONTACT MASONRY E. WALL TYPES LISTED HEREIN WITH AN STC RATING ARE CONSIDERED TO BE "ACOUSTIC WALLS." F. STC RATINGS INDICATED HEREIN ARE DERIVED FROM THE LABORATORY TEST INDICATED IN THE "DESIGN REFERENCE" COLUMN. TEST SOURCES ARE AS FOLLOWS: -USG, SA, BBN: UNITED STATES GYPSUM -NGC: NATIONAL GYPSUM COMPANY -KAL: KODARAS ACOUSTICAL LABS -TL: ETL-SEMKO G. CONSTRUCT ACOUSTIC WALLS TO COMPLY WITH THE FOLLOWING REQUIREMENTS: 1. FILL ALL WALL PENETRATIONS W/ BATT INSULATION AND SEAL W/ ACOUSTICAL SEALANT. 2. STAGGER ELECTRICAL BOXES A MINIMUM OF 16". 3. APPLY ACOUSTIC SEALANT AT PERIMETER OF STUD WALLS. 4. GYPSUM BOARD FASTENERS MUST NOT CONTACT MASONRY ON CMU WALLS HAVING GYP BD ON FURRING STRIPS. INTERIOR WALL TYPE/SCHEDULE O NTS LEGEND: ACT -ACOUSTICAL CEILING TILE CPT -CARPET LMC - LINEAR METAL CEILING LVP - LUXURY VINYL PLANK MSF - MONDO SPORTS FLOORING PNT - PAINT PT - PORCELAIN TILE NR - NONE REQUIRED QT - QUARRY TILE RES - RESILIENT BASE SC - SEALED CONCRETE SPC - STAINED POLISHED CONCRETE VCT - VINYL COMPOSITION TILE GENERAL FINISH NOTES: A. REFER TO WALL LEGEND, PLANS, AND/OR SECTIONS FOR FINISH SUBSTRATE B. WHERE 2 OR MORE FINISHES ARE SCHEDULED, REFER TO FLOOR PLAN, REFLECTED CEILING PLAN, OR INTERIOR ELEVATIONS FOR EXTENTS C. WHERE 2 OR MORE CEILING HEIGHTS ARE SCHEDULED, REFER TO REFLECTED CEILING PLAN D. ONLY FINISH NON PRE -FINISHED ITEMS E. CEILING HEIGHTS INDICATE HEIGHT FROM FINISHED FLOOR ROOM FINISH LEGEND o NTS EQUIPMENT SCHEDULE 7A ITEMS FURNISHED & INSTALLED BY GC © ITEMS FURNISHED BY OWNER, INSTALLED BY GC © ITEMS FURNISHED & INSTALLED BY OWNER Al REFRIGERATOR A2 FREEZER A3 PREP REFRIGERATOR A4 DISHWASHER A5 OVEN A6 RANGE A7 3 COMPARTMENT SINK A8 ICE MAKER A9 BAR BACK REFRIGERATOR A 170 UNDERCOUNTER REFRIGERATOR A11 RINSER A 22 DOUBLE GRINDER A13 ESPRESSO MACHINE A14 DUMP SINK A15 HOT WATER DISPENSER A16 POS A17 HAND WASH SINK A18 STAINLESS STEEL COUNTER A19 COMMERCIAL SHELVING A20 COMMERCIAL 3 COMPARTMENT SINK A21 STAINLESS STEEL TABLE A22 COMMERCIAL STAINLESS STEEL ISLAND A23 GLASS CASE A24 HOOD A25 AQUA BAG (300LBS.) EQUIPMENT SCHEDULE O 12" = l'-0" METAL DECK FLOOR OR ROOF ASSEMBLY M ACOUSTICAL SEALANT - EACH SIDE FILL VOID WITH MINERAL WOOL BATT INSULATION 3" SOUND ATTENUATION BLANKETINSUL TRACK FILL VOID WITH ACOUSTICAL SEALANT - EACH SIDE " CONCRETE FLOOR SLAB ACOUSTICAL WALL 5 1 1/2" = 1'-0"() 5 6" ME - STEEL STRU I 5/8" G' TYP. 2 1 /2" 1 5/8" METAL STUDS 6" RAIN LEADER - SEE PLAN FOR LOCATIONS 5/8" GYPSUM BOARD RAIN LEADER DETAILO 1 1/2" = 1'-0" 4 5 RAIN LEADER DETAIL 1 O 1 1 /2" = V-0" 3 D.6 6" METAL STUDS )D PREP TOILET ACCESSORY SCHEDULE TAG CODE DESCRIPTION NOTES GB36 36" GRAB BAR CONTRACTOR SUPPLIED / CONTRACTOR INSTALLED GB42 42" GRAB BAR CONTRACTOR SUPPLIED / CONTRACTOR INSTALLED SD SOAP DISPENSER OWNER SUPPLIED / CONTRACTOR INSTALLED SND SANITARY NAPKIN DISPOSAL OWNER SUPPLIED / CONTRACTOR INSTALLED TPD TOILET PAPER DISPENSER OWNER SUPPLIED / CONTRACTOR INSTALLED TPW PAPER TOWEL & WASTE RECEPTACLE COMBO OWNER SUPPLIED / CONTRACTOR INSTALLED c KID'S CLUB RESTROOM 105 6 OR IOT TO kIN 1st FLOOR PLAN - KID'S CLUB RESTROOM O 1 /4" = V-0" 114 115 1 2 1st FLOOR PLAN - ENLARGED LOCKER ROOMS O 114" = V-0" — B.4 PROVIDE 30"X48" CLEAR FLOOR AREA PARALLEL TO EACH LOCKER TYPE, TYP. KJ � 0 a ~ z p df N E U Z 00 � Z � UQ (p Q Q wo z {vU2�< O q N w :0 A00- J • aY VLL BCD Z E zz U w S _ x W < J L& V , Z V) z J J W V Q W ° = � m W ~ ILL J W W Z _l N W } LJL ZU Q = w w O \ N T U r� V THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE OF OMPLY WITH ALL RELEVANT BUILDIN CODES S PERMIT AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 JR. SHEET NAME ENLARGED PLANS, SCHEDULES & WALL TYPES SHEET NUMBER /'" 2.2 / / / / AN: 4'-69/16" S11 me] 6'-4" (2 EQUAL) 18'-8" 5'-0" S9 S16 6'-4- (2 EQUAL) 4' - 1 11 /16" S8 GLAZING TYPE O 1/4" SINGLE GLAZED, CLEAR TEMPERED GLASS O1" INSULATED GLASS 6'- 9 1 /8" 6'-0" o in c OSEE DOOR O SCHEDULE r IB IA ALUMINUM STOREFRONT INTERIOR FRAMING 12'-0" T-0" T-0" 8'-0" SEE DOOR SCHEDULE S7 6'-0" P1 S15 a o D 0o W v POCKET DOOR TYPES O 1 /4" = V-0" 0 co T - 7 3/8" (2 EQUAL) S6 FLOOR L1 - 0" V DOOR SCHEDULE EXTERIOR TAG FIRE RATING HDW DOOR TYPE FRAME THR/SILL NOTES TYPE WIDTH HEIGHT MAIL HEAD JAMB JAMB X101 - C 6'-0" T-91/2" S1 ALUM X102 C T - 0" T - 9 1/2" S4 ALUM X103 C T-7" T-91/2" X104 C 6'- 0" T - 9 1/2" S14 ALUM X105 C 6'- 0" T - 9 1/2" S15 ALUM X106 B 6'- 0" T - 0" F2 HM X107 B 6' - 0" T - 0" F2 HM X108 C 3' - 0" 7' - 91/2" S18 ALUM 7/A4.2 X109 - C 6'- 0" T - 9 1/2" S16 ALUM 7/A4.2 DOOR SCHEDULE INTERIOR TAG FIRE RATING HDW DOOR TYPE FRAME THR/SILL NOTES TYPE WIDTH HEIGHT MAIL HEAD JAMB JAMB 103 C 6'-0' T - 0" P1 POCKET DOORS - GLASS 103A A 6' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 104 A T - 0" T - 0" F1 HM 1/A4.2 1/A4.2 105 D T - 0" 7'- 0" F1 HM 1/A4.2 1/A4.2 105A A 3' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 105B A 3' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 108 A 3' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 109 A 3' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 110A NONE 0" 0" F1 HM 1/A4.2 1/A4.2 OPENING 110B A 3' - 0" 7' - 0" 1/A4.2 1/A4.2 111 A 3' - 0" T - 0" F1 HM 1 /A4.2 1 /A4.2 112 C 6'- 0" T - 0" P1 POCKET DOORS - GLASS 112A A 6'- 0" T - 0" P1 POCKET DOORS 113 C 3' - 0" T - 8" IB ALUM STOREFRONT 113A A T - 0" T - 0" F1 HM 1/A4.2 1/A4.2 113B A 3'-0" T-0" 113C A T - 0" T - 0" F1 HM 1/A4.2 1/A4.2 113D A T - 0" T - 0" F1 HM 1/A4.2 1/A4.2 114 A T - 0" 7'-0' F1 HM 1/A4.2 1/A4.2 114A A T - 0" T - 0" F1 HM 1/A4.2 1/A4.2 114E A 2'-6- T - 0" F1 HM 1/A4.2 1/A4.2 114C A 2'- 6" T - 0" F1 HM 1/A4.2 1/A4.2 115 A 3' - 0" T - 0" F1 HM 1/A4.2 1/A4.2 115A A 3' 0" T - 0" F1 HM 1/A4.2 1/A4.2 it -ioio 5'-33/8" 6'-4" B SEE DOOR TYP. SCHEDULE J S14 S5 0 co 4'-103/4" o O JQ TYP. Q C=7 SEE 00 w DOOR bo w SCHEDULE :' 0 N S4 YP. F2 F1 H.M. FRAME TYPES O 1 /4" = V-0" 14' - 11 11/16" 13'-2" (2 EQUAL) I S13 N g 4- 4" fV B v O TYP. N o c w co in _ S3 r 10' - 11 1 /8" (3 EQUAL) I it o 00I I S12 9'- 7" N li7wp- Fl. N 0 5o S2 S1 ALUMINUM STOREFRONT EXTERIOR FRAME TYPES OA / C A ALUMINUM WD FLUSH DR, GLASS B HM FLUSH DR, DOOR / OPENING TYPES O 1 /4" = V-0" o ae W ~ Z p N E I+f c U 116, ZIt Z W M 'o z LL! LL pI Z Z N N m C m !D a�M YU.-mx ZL ` = U. H Ln A.�//�� W ~ W V � .�1 Li V I z t� vI z J J Lj � Q W O J y M W LL ^ L.L W W � � Z J J N OW LL z a O Q \ w N U Q cn THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS S�J. EISCH AN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME OPENING SCHEDULE & DETAILS SHEET NUMBER A4.1 STOREFRONT JAMB DETAIL (cD- BRICK INSIDE CORNER 15 3" = 1'-0" 4" HEAD DETAIL - EXTERIOR HM DOOR (cD- BRICK WALL 14 3" = 1'-0" BITUMINOUS DAMPPROOFING 4" NOMINAL BRICK ALUMINUM BRAKE METAL W/ HEMMED EDGE SEALANT - FINISH TO MATCH STOREFRONT ALUMINUM STOREFRONT SEALANT POURED CONCRETE COLUMN - SEE STRUCTRUAL 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION CORNER BEAD, TYP. 8" NOMINAL CMU 5/8" GYPSUM BOARD OVER 1 5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION REINFORCED PRECAST CONCRETE LINTEL 4" NOMINAL BRICK THRU WALL MEMBRANE FLASHING PAINTED, GALVANIZED STEEL LINTEL ANGLE - SEE STRUCTURAL SEALANT, TYPICAL GROUT FILLED GALVANIZED HOLLOW METAL FRAME DOOR AS SCHEDULED BITUMINOUS DAMPPROOFING 4" NOMINAL BRICK .062" ALUMINUM BRAKE METAL W/ HEMMED EDGE SET IN A BED OF SEALANT - FINISH TO MATCH STOREFRONT JAMB ANCHOR DOOR AS SCHEDULED 2- HOLLOW METAL FRAME _.... _ r : _.. _ _ _ _T _ _ GROUTED SOLID BACKER ROD AND SEALANT 8" CMU - GROUTED REINFORCED CELL AT JAMB �CORNER BEAD — 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION HM / JAMB DETAIL - EXTERIOR HM DOOR (cD- BRICK WALLO 3" = 1'-0" 13 ALUMINUM STOREFRONT P.T. WOOD SHIM 5"X5"X1/2" STEEL COLUMN - SEE STRUCTURAL ALUMINUM BRAKE METAL CAP AROUND STEEL COLUMN - FINISH AND COLOR TO MATCH ALUMINUM STOREFRONT P.T. WOOD SHIM ALUMINUM STOREFRONT STOREFRONT HEAD DETAIL a- ENTRANCE 12 3" = 1'-0" ALUMINUM BRAKE METAL CAP AROUND STEEL COLUMN - FINISH AND COLOR TO MATCH ALUMINUM STOREFRONT 5"X5"X1/2" STEEL COLUMN - SEE STRUCTURAL ALUMINUM STOREFRONT STOREFRONT JAMB DETAIL a- STEEL COLUMN 11 3" = 1'-0" 5/8" GYPSUM BOARD ON 1-5/8" 5 3/4" 4" HEAD DETAIL - EXTERIOR HM DOOR (d)- CEMENT PLASTER O 3" = 1'-0" 10 CEMENT PLASTER, PAINTED 8" CMU - GROUTED REINFORCED CELL AT JAMB CORNER BEAD SEALANT, TYPICAL JAMB ANCHOR DOOR AS SCHEDULED HOLLOW METAL FRAME GROUTED SOLID SEALANT, TYPICAL CORNER BEAD 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION HM JAMB DETAIL - EXTERIOR HM DOOR ()- CEMENT PLASTERO 3" = 1'-0" 9 INTERIOR WALL AS SCHEDULED SEALANT ALUMINUM STOREFRONT GLAZING AS SCHEDULED INTERIOR STOREFRONT HEAD/JAMB/SILL DETAILO 3" = 1'-0" STOREFRONT JAMB DETAIL (cD- BRICK WALLO 3" = 11_0" % STOREFRONT HEAD DETAIL (cD- BRICK WALL O 3" = 1'-0" 6 STOREFRONT SILL DETAIL (a- BRICK WALLO 3" = 1'-0" 5 4"'NOMINAL BRICK .062" ALUMINUM BRAKE METAL W/ HEMMED EDGE SET IN A BED OF SEALANT - FINISH TO MATCH STOREFRONT BACKER ROD & SEALANT ALUMINUM STOREFRONT BACKER ROD AND SEALANT 8" CMU - GROUTED REINFORCED CELL AT JAMB SOLID SURFACE SILL CORNER BEAD 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION 8" CMU 5/8" GYPSUM BOARD OVER 1 5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION BITUMOUS DAMPROOFING 4" NOMINAL BRICK REINFORCED PRECAST CONCRETE LINTEL THRU WALL MEMBRANE FLASHING PAINTED, GALVANIZED STEEL LINTEL ANGLE - SEE STRUCTURAL SEALANT, TYPICAL P.T. WOOD SHIM ALUMINUM STOREFRONT SYSTEM CORNER BEAD SOLID SURFACE SILL SEALANT ALUMINUM STOREFRONT SYSTEM P.T. WOOD SHIM SEALANT, TYPICAL .062 ALUMINUM SILL FLASHING - SET VERTICAL LEG OF FLASHING IN BED OF SEALANT, FINISH TO MATCH WINDOW 5/8" GYPSUM BOARD OVER 1 5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION BITUMINOUS DAMPPROOFING 4" NOMINAL BRICK 8" CMU INTERIOR WALL AS SCHEDULED SEALANT HOLLOW METAL FRAME DOOR OR GLAZING STUD WALL HEAD/JAMB DETAILO 3" = 1'-0" CEMENT PLASTER, PAINTED CORNER BEAD CASING BEAD BACKER ROD AND SEALANT ALUMINUM STOREFRONT SYSTEM P.T. WOOD SHIM BACKER ROD & SEALANT CORNER BEAD, TYPICAL 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION 8" CONCRETE MASONRY UNITS Cl w d w STOREFRONT JAMB DETAIL (d)- CEMENT PLASTERO 3" = V-0" 3 EQ. EQ. STOREFRONT HEAD DETAIL a� CEMENT PLASTERO 3" = 1'-0" 2 .062" ALUMINUM SILL FLASHINIG - SET INTO A CONTINUOUS BEAD OF SEALANT - FINISH TO MATCH WINDOW ALUMINUM STOREFRONT P.T. WOOD SHIM SOLID SURFACE SILL 8" CMU CEMENT PLASTER, PAINTED 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION 7/8" FURRING STOREFRONT SILL DETAIL - CEMENT PLASTER O 3" = V-0" 1 o N E g U U 0 m f6 ui Q < GNN > e+f N ro C � f0 n <a-i o; aYeU.— Z E ° U zO- x ~ dSLzu < U. F �.% v fw Y 7 ,- M 33 x W v W V , Z ♦/^'� VJ z -J J W V Q uj 0 Z M W LL W W � Z J -' N 0 W u- ZU = Lu W O N U rQ V THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT DOCUMENTS �L�n.a it SOL-JrRLEISCHMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME OPENING SCHEDULE & DETAILS SHEET NUMBER A4.2 'I I IL 1 I I V Ii ■ I 1 11 1 SIGNAGE SCHEDULE TAG ROOM # SIGN DETAILS Al 115 4/A2.2 A2 115A 4/A2.2 A3 114 4/A2.2 A4 114A 4/A2.2 A5 113B 3/A2.2 A6 113 3/A2.2 A7 113D 3/A2.2 A8 113C 3/A2.2 A9 113A 3/A2.2 A10 103 3/A2.2 All 103A 3/A2.2 Al2 104 3/A2.2 A13 105 3/A2.2 A14 105A 3/A2.2 A15 105B 4/A2.2 A16 108 4/A2.2 A17 110 3/A2.2 A18 109 3/A2.2 A19 111 3/A2.2 A20 112 3/A2.2 A21 111 3/A2.2 A22 112 3/A2.2 A23 106 3/A2.2 A24 107 3/A2.2 8" ;ICM,I .. LROOMAIM BRAILLE PROVIDE M/F SYMBOL APPROPRIATE TO ROOM TYPE. PROVIDE BOTH SYMBOLS ON UNISEX TOILET SIGN —7 3/4" HIGH TYP. SEE SIGN SCHEDULE FOR TEXT z m DOUBLE LINE TEXT SIGN O 3" = l'-0" 6 8" o f w u- z CO o U o is ROOM #"o ROOM IMAM_ -' I (BRAILLE) ACCESSIBILITY SYMBOL 3/4" HIGH TYP. SEE SIGN SCHEDULEFOR TEXT 2 z to cM RESTROOM SIGN O 3" = 1'-0" INTERIOR / E / 9" / 4" /lo 10I / xxx / xxx \ ~ \ w w w w \ O oL O 0L) LL Q LL Q \ wU WL) \ z_w - _zw � J J 0 J J \ aQ as ADA APPLICABLE TYPICAL SIGN PLACEMENT ELEVATION O 1/2" = l'-0" THRESHOLD DETAIL 3" = 1,_0" 4 EXTERIOR DOOR FRAME BEYOND FLOOR FINISH AS SCHEDULED THRESHOLD SET IN FULL BED OF SEALANT EXPANSION JOINT ALUMINUM STOF BACKER ROD & CORNER BEAD STEEL COLUMN 5/8" GYPSUM BC 2 1/2" METAL STI WITH BATT INSU ALUMINUM STOr rrn�.T 3" DIA. STEEL CI SEE STRUCTUR WOOD BLOCKIN ALUMINUM BRAI COVER AROUN[ TUBE STEEL - FI COLOR TO MAT( STOREFRONT ALUMINUM STOI ALUMINI BACKER CORNEF 8" CMU STOREFRONT CORNER DETAIL 2O 3" = V-0" STOREFRONT INSIDE CORNER JAMB 3" = 11_0" 2 4" NOMINAL FACE BRICK 8" CMU ALUMINUM BRAKE METAL SET IN A BED OF SEALANT - FINISH AND COLOR TO MATCH STOREFRONT CORNER BEAD, TYP. BACKER ROD & SEALANT, TYP. CORNER BEAD POURED CONCRETE COLUMN - SEE STRUCTURAL 5/8" GYPSUM BOARD ON 1-5/8" METAL STUDS ON 1" RIGID INSULATION STOREFRONT CORNER DETAILO 3" = 1'-0" ALUMINUM BRAKE METAL - FINISH AND COLOR TO MATCH ALUMINUM STOREFRONT ALUMINUM STOREFRONT SEALANT 5/8" GYPSUM BORAD ON 6" METAL STUDS @ 16" O.C. o W ~ ? p N IWW+f F oQ U Z o spl. z wuyi"'oS$ U f0 Q 1 Z S2 {LLZQN c`Ua m C J vpc4 ? f0 0 Y LL- m Z L Z W �-- ~ U --91 N W Lu � LL, V ce J IIIJ6 V Z U) z _I J W i.L— V Q W ° = � m W ~ u- J W W Z J N 0W } LL ZU _ O \ w N U �Q V / THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODER PERMIT DOCUMENTS SOL ?1SCH AN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 m DATE NOTES SHEET NAME OPENING DETAILS & SIGNAGE SCHEDULE & DETAILS SHEET NUMBER A4.3 f_ 1 ALUMINUM PARAPET CAP l�r•Ir\IT 1'fl Al�Trl'Y AAILITCI"1 ;HANG ET CAP IMINUM OVERHANG FRONT PAINTED APET B & 18'-0" APET 16'-0" `1 'HANICAL FLOOR 0" >YSTEM HHANG EAST ELEVATION O 1/8" = 1'-0" NORTH ELEVATION O 1/8" = 1'-0" WEST ELEVATION (�) 1/8" = 1'-0" SOUTH ELEVATION O 1/8" = 1'-0" 3 a O W 1— Z p� M E � M 0 Z;U g � Z y Z z Lu V�aln� W CA Q< �ZOey of Q�MM o0 C � iC J n %dZs O V _ �a9L0 F- cn V F � _ IL f A W F W � 2 � W u J 4. V ) Z � �/! V Z -J J W _ Q W c a: m W u C W W ~ Z J J N OW ILL ZU Q = w O \ N T U r� V THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS S LEISC MAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NOS DATE I NOTES SHEET NAME EXTERIOR ELEVATIONS SHEET NUMBER A5.1 E.9 D.6 TOP OF WALL PARAPET 18'-0" APET� 16'-0" F DECK L1 - 2 7/8" N Section 1 O 3/16" = 1'-0" TOP OF WALL PARAPET 19'-4" TOP OF WALL PARAPET_ B_ L1 18'-0" TOP OF WALL PARAPET A 16'-0�I BOTTOM OF DECK_ I1 14' - 2 7/8" Z1 FIRST FLOOR I1 0" -W Section 2 O 3/16" = V-0" FLOG_ R__L1 0" O W r Z N E o U U Zmotp Z l+l f0 Z �Lu w rn Q Z U.ZOwN m C m td o aYLL`M z E ZO *dz` c� ul W W � s � Laia V J IL v Z f/ '� v Z J J Lu � _ (r, LL W N L.L � O J T co w LL W III Z J N OW } ILL ZU Q = a O \ W N F— U Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS SIQ .FLEISC AN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS rNO DATE NOTES SHEET NAME BUILDING SECTIONS SHEET NUMBER A6.1 JM PARAPET CAP )F WALL PARAPET B 18'-0" OF MEMBRANE ON D INSULATION OVER =TAL ROOF DECK BOTTOM OF DECK 51 14'-27/8 V 'SUM BOARD ON 1 5/8" STUDS ON 1" RIGID PION BLOCK IOUS DAMPPROOFING PACE NAL BRICK ISHED ALUMINUM \NG >T CONCRETE LINTEL V METAL FRAME =TE SLAB - SEE 'URAL OVER BARRIER =TE FOOTING - ZUCTURAL FIRST FLOO__R_ _� 0" LI TOP OF FOOTING -1' - 4" Section 0" O TPO ROOF MEMBRANE TAPERED INSULATION ON 1 1/2" METAL DECK TOP OF WALL PARAPET A 16'-0" 3/4" PLYWOOD SHEATHING BOTTOM OF DECK OIL 14' - 2 7/8" BOTTOM BEARING JOISTS - SEE STRUCTURAL 3/4" CEMENT PLASTER, PAINTED ON PAPER BACKED METAL LATH OVER 1/2" DENSGLASS SHEATHING ON 3 5/8" METAL STUDS CONCRETE BEAM - SEE STRUCTURAL 3/4" CEMENT PLASTER, PAINTED ON PAPER BACKED METAL LATH OVER 1/2" DENSGLASS SHEATHING ON 3 5/8" METAL STUDS — WASH AT TOP OF WALL KID'S CLUB T A EMS TPO MEMBRANE ROOF (TYP.) A ON TAPERED INSULATION TPO MEMBRANE ROOF (TYP.) ON TAPERED INSULATION ALUMINUM PARAPET CAP (TYP.) ALUMINUM PARAPET CAP (TYP.) TOP OF WALL PARAPET A L1 _ TOP OF WALL PARAPE___ 16,-0-0" 16'-0z/ i BOTTOM OF DEC - _ BOTTOM OF DECK 14' - 2 7/8" 14' - 2 7/8" .r 5/8" CEMENT PLASTER, PAINTED 8" CMU ACOUSTICAL PANEL CEILING 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION PRECAST CONCRETE LINTEL CIRCULAR ALUMINUM STOREFRONT GYPSUM WALL BOARD FINISH AROUND CIRCULAR WINDOW 4" CONCRETE SLAB FIRST FL000"R TOP OF FOOTING 1' - 4" WALL SECTION 1 O 3/4" = 1'-01, 2 KID'S CLUB 1 1/2" MTL DECK SEE STRUCT. (TYP.) SUSPENDED ACOUSTICAL CEILING (TYP.) B" CMU (TYP.) 5/8" CEMENT PLASTER, PAINTED 5/8" GYP BOARD ON 1 5/8" METAL STUDS ON 1" RIGID INSULATION 4" CONC. SLAB (TYP.) VAPOR BARRIER ON TERMITE TREATED, CLEAN COMPACTED FILL (TYP.) FIRST FLOOR I1 0" � FOOTING SEE STRUCT. (TYP.) TYPICAL WALL SECTION O 3/4" = 1'-0" gn 0 W ~ p N E M o U � ui a 0 cc U z Q Q 0<;; , 6�9^yN i ca < Q IL be IL C ! g� -(Z OZU ~ W r• x q � v W a W V / Z W z _! W J _ � Q LLJ 0 W LLI u- ^� LLj LLI Z J J N 0 W LL ZU = O Q a W N I— U fy V) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUMENTS /% -At n.6 11 SOL- .-FLEISCHMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME WALL SECTIONS SHEET NUMBER A6.2 —1 -- I I _1111 1 1 1 1 1 L I 1 1_! I I!m I I n!! 1 I F I TPO F ROOFING MEMBRANE F.1 ON TAPERED INULATION ALUMINUM PARAPET CAP ALUMINUM PARAPET CAP TPO ROOF MEMBRANE ON TAPERED INSULATION OVER 1 1/2" METAL DECK - 4 A9.1 TOP OF WALL PARAPET A I _ _ TOP OF WALL PARAPET A- �1 ' ' _ TOP OF WALL PARAPET_-_ A _L1 TPO ROOF MEMBRANE ON 16' - 0" 16' - 00"V TAPERED INSULATION 3/4" EXTERIOR GRADE 3/4" PLYWOOD SHEATHIING PLYWOOD SHEATHING 3 5/8" METAL STUD FRAMING 3/4" CEMENT PLASTER PAINTED ON 3/4" CEMENT PLASTER_ PAPER BACKED METAL LATH ON 1/2" 3/4" CEMENT PLASTER ON ON 1/2" DENSGLASS DENSGLASS SHEATHING OVER ► PAPER BACKED METAL LATH ON _ ! SHEATHING 3 5/8" METAL STUDS 1/2" DENSGLASS SHEATHING _ I BOTTOM OF DECK I � _ _ _ BOTTOM OF DECK ' _ _ BOTTOM OF DEC 14'-27/ w 9 ,• 14'-27/8" -� 14'-27/8" V METAL ROOF DECK - SEE 3 5/8" METAL STUDS P.T. BLOCKING BETWEEN STUDS STRUCTURAL ' f' STEEL BEAM - SEE STRUCTURAL �l LI,I PRE -FINISHED ALUMINUM EYEBROW STEEL BEAM - SEE STRUCTURAL Lq 5/8" GYPSUM BORAD ON 3 5/8" METAL SUTDS STEEL TUBE - SEE STRUCTURAL LINEAR METAL CEILING ON METAL SUSPENSION BRACED FOR UPLIFT ALUMINUM STOREFRONT COMMONS 102 CONCRETE SLAB - SEE STRUCTURAL Section 7 O IRST FLOOR 0" CEMENT PLASTER ON SOFFIT @ 10'-5" A.F.F. TO BE FLUSH WITH CEMENT PLASTER ON COLUMN LINEAR METAL CEILING ON METAL SUSPENSION BRACED AS REQUIRED FOR UPLIFT POURED CONCRETE BEAM (SEE STRUCT.) PAINTED CEMENT PLASTER 5/8" MIN THICKNESS (TYP.) 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS OVER 1" RIGID INSULATION - INSULATION EXTENDS TO ROOF DECK ACOUSTICAL PANEL CEILING ALUMINUM STOREFRONT SYSTEM COLUMN BEYOND 4" CONCRETE SLAB OVER VAPOR BARRIER, TYP. CONCRETE PAVERS ON SAND BED FIRS: Section 6 O p IL LL O U) LL O 2 i- O H LL LL 0 LL O �?Im i- O P.T. BLOCKING BETWEEN STUDS PRE -FINISHED ALUMINUM OVERHANG B.O.S. @ 10'-8" - SEE STRUCTURAL LINEAR METAL CEILING @ 10'-6" A.F.F. ON METAL SUSPENSION BRACED AS REQUIRED FOR UPLIFT COLUMN BEYOND 0" 0 W F Z p NNp E th 1� OO U ZZ V, QUCO Q 23 Q Z J 1LLZQ; 14 W c m d aYLL°! ? i E Z W -- U 4A.w W f N W M � W V < J Li U) Z U) z J J W V Q 0 W ° = m w LL � W W ~ Z N C] W LL ZU = O Q \ W N U � VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS A.& n _ SOrJ. FLEISCMMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME WALL SECTIONS Section 5 O 3/4" = 1'-0' SHEET NUMBER A6.3 I I I L11_' I I!_ III 111 11 1 _ 11 _ TPO ROOF MEMBRANE ON TAPERED INSULATION WALL PARAPET A 16'-0" BOTTOM OF DECK 14' - 2 7/8" 8" CMU 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS ON 1" 1 RIGID INSULATION - EXTEND INSULATION, GYPSUM BOARD AND STUDS AND SEAL TO DECKi ACOUSTICAL PANEL CEILING 5/8" CEMENT PLASTER, PAINTED CORNER BEAD 3 5/8" METAL STUD FRAMING CEMENT PLASTER, PAINTED ON 1/2" DENSGLASS SHEATHING BACKER ROD & SEALANT ALUMINUM STOREFRONT DOOR SYSTEM WALL BEYOND 4" CONCRETE SLAB VAPOR BARRIER CONCRETE FOOTING - SEE STRUCTURAL FIRST FLOOR 0" TOP OF FOOTING -1' - 4" Section 12 O 3/4" = 1'-0" WALL PARAPET B RENT PLASTER, PAINTED OF MEMBRANE ON :D INSULATION BOTTOM OF DECK 14' - 2 7/8" ETAL ROOF DECK LICK US DAMPROOFING, TYP. IISHED ALUMINUM )W riCAL PANEL CEILING UM STOREFRONT SYSTEM 'SUM BOARD ON ETAL STUDS WITH 1 INSULATION - fION TO EXTEND K 3H WALL FLASHING PS AT 24" O.C. MAX FILLED (TYP.) _ FIRST FLOOR 0" LL SECTION 11 O 3/4" = 1'-0" )F WALL PARAPET B 18'-0" 2 .9.1 BOTTOM OF DECK 14' - 2 7/8" HORIZO. TIES AT 16" O.C. VERT., TYP. BITUMINOUS DAMPPROOFING (TYP.) FACE BRICK SUSPENDED ACOUSTICAL CEILING 8" CMU 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS WITH 1" RIGID INSULATION - INSULATION TO EXTEND TO DECK THROUGH WALL FLASHING W/ WEEPS AT 24" O.C. MAX (TYP.) GROUT FILLED (TYP.) FIRST FLOG 0" Section 10 O 3/4" = V-0" 3 WELLNESS/FITNESS CENTER & TRAINING TPO ROOF MEMBRANE ON TAPERED INSULATION OVER 1 1/2" METAL DECK 3 • TOP OF WALL PARAPET A 16'-0" 177 I I - I I 0 co EXPOSED STRUCTURE PAINTED (TYP.) 8" CMU 5/8" GYPSUM BOARD ON 1 5 METAL STUDS ON 1" RIGID INSULATION - EXTEND TO DECK AND SEAL 2 A4.2 SIM El—j ALUMINUM STOREFRONT DOOR Section 9 O 8" TPO MEMBRANE ROOF ON PAPERED INSULATION %LUM. PAINTED PARAPET CAP (TYP.) POP OF WALL PARAPET 16'" BOTTOM OF DECK 14' - 2 7/8" SEAL GYP. BD. AND INSULATION 1-0 DECK (TYP.) 1 1/2" METAL ROOF DECK EXPOSED STRUCTURE PAINTED (TYP.) 3" CMU (TYP.) 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS ON 1" RIGID NSULATION CONCRETE BEAM (SEE STRUC.) 5/8" CEMENT PLASTER, PAINTED 4LUMINUM STOREFRONT SYSTEM 4" CONC. SLAB (TYP.) VAPOR BARRIER ON TERMITE TREATED, CLEAN COMPACTED FILL (TYP.) FIRST FLOOR L1 0. CONCRETE FOOTING - SEE STRUCTURAL (TYP.) Section 8 01 a 0 W h Z p MN E _ t83 W t o U Z Own, t7 Y Lu QUQ 0 Q sJ QO Y _ 1S2 m -c Z N H W v� Y LL f0 �d�ddz O� FW`� On Vv V f- a W ~ M � x w W V � V / Z 0 Z _J J W Q M 1..1..1 W LL J W W Z -J N OW LL ZU = O Q a W N T y U ♦< V J THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. II CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS SO". F�EISCgMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES Li I SHEET NAME WALL SECTIONS SHEET NUMBER A6.4 I I I' I I_ Il L_ 11 1' R L_ _ i B.9 I TOP OF WALL PARAPET _ T B /1 118,-0-0" V BOTTOM OF DECK L� 14'-27/8" V AR JOISTS - SEE STRUCTURAL T A TPO MEMBRANE ROOF (TYP.) ON TAPERED INSULATION ALUMINUM PARAPET CAP (TYP.) TOP OF WALL PARAPET 16'-0" TPO ROOF MEMBRANE BOTTOM OF DECK L1 14'-27/8 V 1 1/2" METAL ROOF DECK 5/8" CEMENT PLASTER, PAINTED 8" CMU 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS @ 16" O.C. ON 1" RIGID INSULATION ACOUSTICAL PANEL CEILING COUSTICAL PANEL CEILING I .:. ~ PRECAST CONCRETE LINTEL 5/8" METAL STUD FRAMING ASING BEAD, BACKER ROD ND SEALANT 2 A4.2 4" CEMENT PLASTER, PAINTED N 1/2" DENSGLASS SHEATHING ITUMINOUS DAMPPROOFING 'NOMINAL BRICK 'CMU '8" GYPSUM BOARD ON 1 5/8" ETAL STUDS ON 1" RIGID ISULATiON LUMINUM STOREFRONT DOOR EYOND ONCRETE SLAB - SEE TRUCTURAL Section 15 O 3/4" = 1'-0" FIRST FLOOR 0" ALUMINUM STOREFRONT I1 4" CONCRETE SLAB FIRST FL00 0" Section 14 O 3/4" = V-0" TPO MEMBRANE ROOF (TYP.) ON TAPERED INSULATION ALUM. PAINTED PARAPET CAP (TYP.) TOP OF WALL PARAPET C 19'-4" 8" METAL STUDS 3/4" CEMENT PLASTER, PAINTED ON 1/2" DENSGLASS SHEATHING TPO MEMBRANE ROOF (TYP.) TAPERED INSULATION ON METAL ROOF DECK BOTTOM OF DECK 14'- 2 7/8" JOIST - SEE STRUCTURAL EXTERIOR LINEAR METAL CEILING ACOUSTICAL PANEL CEILING 8" CMU (TYP.) 5/8" CEMENT PLASTER, PAINTED 5/8" GYP BOARD ON 1 5/8" METAL STUDS ON 1" RIGID INSULATION FIRST FLOOR o^ V Section 13 O 3/4" = V-0" O W ~ z N E c U Z Zz U f6 z W 0) Q a m Q LL gZa C4 O��MN o0 C if9 too0- aYLL�aD ZL ~uj a �r% v ul W I- LL. V Z /��^ W z J LLI J � 2 D Q W1..1�. 0 Z M W LL W W � Z J J N OW LL ZU = O Q \ a W N U rQ V THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE :BEST OF MY KNOWLEDGE THAT THDRAWINGSOMPLY WITH ALL RELT BUILDIN PERMIT DOCUMENTS e--7�Ar A . Q ,f SOb-cMEISCHIMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME WALL SECTIONS SHEET NUMBER A6.5 TPO ROOF MEMBRANE ON TAPERED INSULATION ALUMINUM PARAPET CAP 3/4" PLYWOOD SHEATHING WALL SCUPPER AND CONDUCTOR ,i CONDUCTOR HEAD TO SPLASH BLOCK BELOW 3/4" CEMENT PLASTER ON 1/2" DENSGLASS SHEATHING OVER 3 5/8" METAL STUDS BATT INSULATION STEEL BEAM - SEE STRUCTURAL TPO ROOF MEMBRANE OVER TAPERED INSULATION EXPOSED METAL DECK AND STRUCTURE TO BE PAINTED STEEL BEAM - SEE STRUCTURAL 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS Section 17 O 3/4" = 1'-0" \, HINTED 14'-l" A.F.F. EEN INTEL =R Ir 11111 LJ TPO ROOF MEMBRANE TAPERED INSULATION ON 1 1/2" METAL DECK 3/4" CEMENT PLASTER, PAINTED ON 1/2" DENSGLASS SHEATHING ON 6" METAL STUDS WITH BATT INSULATION. CEMENT PLASTER AT STUD PARAPET TO BE FLUSH WITH CEMENT PLASTER ON MASONRY PARAPET JOIST - SEE STRUCTURAL SUSPENDED LINEAR METAL CEILING TPO ROOF MEMBRANE ON TAPERED INSULATION OVER 1 1/2" METAL DECK STEEL BEAM - SEE STRUCTURAL i ALUMINUM STOREFRONT BEYOND 5/8" GYPSUM BOARD ON 6" METAL STUDS GYPSUM BOARD CEILING 5/8" GYPSUM BOARD ON 6" METAL STUDS SLIDING WOOD POCKET DOORS 4" CONCRETE SLAB I ENTRY ENTRY LOBBY LOBBY MENS PRO SHOP LOCKER ROOM TPO ROOF MEMBRANE, TYPICAL TAPERED INSULATION ON 1 1/2" METAL DECK 3/4" PLYWOOD SHEATHING 3/4" CEMENT PLASTER, PAINTED ON 1/2" DENSGLASS SHEATHING ON 8" METAL STUDS WITH BATT INSULATION. CEMENT PLASTER AT STUD PARAPET TO BE FLUSH WITH CEMENT PLASTER ON MASONRY PARAPET JOIST - SEE STRUCTURAL BATT INSULATION TPO ROOF MEMBRANE ON TAPERED INSULATION OVER 1 1/2" METAL DECK STEEL BEAM - SEE STRUCTURAL C SUSPENDED LINEAR METAL CEILING ALUMINUM STOREFRONT BEYOND 5/8" GYPSUM BOARD ON 6" METALSTUDS GYPSUM BOARD CEILING 5/8" GYPSUM BOARD ON 3 5/8" METALSTUDS ALUMINUM STOREFRONT BEYOND O Z p N E S �Mu c°,. U 00' Z Z m Q Z = V7Q`--7 t�ZCN� � W c ol a $��;,N m M Iola 'i.► i aa�ao� a Y U. ao Z E _ L _L Z U Lu LL �in 0 Y l ~ M 111 � S � W V a J L6 V z /♦ '� V z J J W _ (''D a I..L 0 = M Lu LL- ^ W W � z J N OW LL zo } O Q \ W IN'r U p� �♦Q V) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF. FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUMENTS 0. S 4 ISCHM , JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 rREVISIONS NO DATE I NOTES SHEET NAME WALL SECTIONS Section 16 O 3/4" = 1'-0. SHEET NUMBER A6.6 u a KID'S CLUB RESTROOM ELEVATION 2 12 3/8" = 1'-0" 1'-3"� 1'-6" KID'S CLUB RESTROOM ELEVATION 1 8 3/8" = 1'-0" WOMEN'S ELEVATION 8O 3/8" = 1'-0" 8 i i� Ali � � III `v B CIE e \ WOMEN'S ELEVATION 7O 3/8" = 1'-0" 7 3^ MIR I 1'-0" 2'-0" ' GB36 PTW TPD � SND CV 1' - 5" WOMEN'S ELEVATION 10 @ 3/8" = 1'-0" WOMEN'S ELEVATION 6O 3/8" = 1,-0" 6 1'-0" i, 3'-6" � I i B4 TpD i 0 O CV WOMEN'S ELEVATION 9O 3/8" = 1'-0" 9 MEN'S ELEVATION 5 O 3/8" = 1'-0" 5 B4 TpD i 0 O CV WOMEN'S ELEVATION 9O 3/8" = 1'-0" 9 MEN'S ELEVATION 5 O 3/8" = 1'-0" 5 a O W Z p M Z z WM1 Q Z j ll�L {2{►►���NN N Qa JAM ao nYLL" -6 ��ddv z W cc �aao� v Y7 N M � S W V lz J Li. CODES V / Z � (%r — z J W � W � � = m W I..L W � � Z J J N 0W LL ZU = O Q \ a w N T U VI THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS SO PLEISCH AN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES r INTERIOR DETAILS MEN'S ELEVATION 4 O 3/8" = 1'-0" MEN'S ELEVATION 3 3/8" = 1'-0" 3 MEWS RESTROOM 2 O 0 MEWS RESTROOM 1 O SHEET NUMBER A7.1 �E.9 — 2.1 5.1 I I FIRST FLOOR REFLECTED CEILING PLAN O �I 1 (2 3 14� 5 fi'' — F.1 D.6 — B.9 LINEAR METAL CELIING SYSTEM ACOUSTICAL PANEL CEILING GYPSUM BOARD CEILING CEMENT PLASTER CEILING 1' x 4' FLOURESCENT LIGHT FIXTURE 2' x 4' FLOURESCENT LIGHT FIXTURE ® 2' x 2' FLOURESCENT LIGHT FIXTURE --g--g—� TRACK LIGHTING 0 RECESSED LIGHT FIXTURE O PENDANT LIGHT FIXTURE CEILING FAN • SPRINKLER HEAD EXHAUST FAN © SPEAKER ®o SMOKE DETECTOR LIGHTED EXIT SIGN ZRETURN AIR SUPPLY DIFFUSER E-71 ROOF HATCH REFLECTED CEILING PLAN LEGEND(---) 1/8" = 1'-O" O W Z Q, N E 0 p Zz *pIl Z00 m QUQ Via 4, W tm Q< 2 O [ j aYaro cC Z G t �d�dd0i`X �W o v � 0LL IL N V x 3 ~ M 0 � x 33 it W V a u. U) z Z -J W a cl W o = m W LL W W Z J N O W } LL Z U Q \ w N U � VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. ETIFY TO THE BEST OF MY DGE THAT THESE DRAWINGS WITH ALL RELEVANT BUILDIN PERMIT DOCUMENTS SOL UfISCHMAN, JR. AR 005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NOi DATE NOTES I SHEET NAME REFLECTED CEILING PLAN SHEET NUMBER A8.1 I ! 1 UUN I IN SEALAN STAINLE CLAMPI! BONDIN TPO FU FASTEN PLATE TPO FU 5/8" CEMENT ALUMINUM R FLASHING - MANUFACTU TPO ROOF M TAPERED IN: METAL ROOF VENT STACK PENETRATION DETAIL O 3" = 1'-0. 5 PLUMBING VENT STACK BONDING ADHESIVE TPO MEMBRANE 3/4" PLY ALUMINUM PARAPET CAP OF WALL PARAPET A 16'-0" 3 5/8" METAL STUDS 3/4" CEMENT PLASTER, PAINTED RIGID INSULATION j ROOF I TPO ROOF MEMBRANE ON 1/2" DENSGLASS SHEATHING ROOF DECK TAPERED INSULATION ALUMINUM PARAPET CAP, PAINTED 2X4 P.T. NAILER 2x10 P.T. NAILER TOP OF WALL PARAPET B 18'-0" 8" CMU 4" FACE BRICK WITH 1" AIRSPACE BITUMINOUS DAMPPROOFING MASONRY BRICK TIES, TYP. CONTINUOUS DECK ANGLE ITtOM DE_ CK _ � 14' - 2 7/8" BAR JOIST - SEE STRUCTURAL 5/8" GYPSUM BOARD ON 1 5/8" METAL STUDS ON 1" RIGID INSULATION PRE -FINISHED ALUMINUM AWNING BELOW METAL ROOF DECK - SEE STRUCTURAL BOTTOM OF DECK 14' - 2 7/8" DECK ANGLE - SEE STRUCTURAL STEEL BEAM - SEE STRUCTURAL ZOOF DETAIL 3O 3" = 1'-0. RIGID PRE -FINISHED ALUMINUM AWNING BELOW ALUM. PAINTED PARAPET CAP (TYP.) TOP OF WALL PARAPET A 16'-0" 5/8" CEMENT PLASTER, PAINTED 8" CMU METAL ROOF DECK - SEE STRUCTURAL CONTINUOUS ANGLE - SEE STRUCTURAL BAR JOIST - SEE STRUCTURAL BOTTOM OF DECK/8" _I1 14'-27/8" 1 SEAL GYPSUM BOARD, STUDS & INSULATION TO EXTEND TO DECK AND BE SEALED ROOF DETAIL 1 (_ 3" = 1'-0" 3 PRE -FINISHED ALUMINUM AWNING BELOW 0 W r Z N Q E Z c a U Co � ` Z LLY R 5 -co 7 w IT Q Z LLZ N N �MN m C CC a N U. d Y LL- m z E L dw-. g cn ~ w - 2 V W L6 V ) Z U) z J W _ Ur a W 0 Z co W LL W W (� Z � J J N OW LL Z U = O Q \ a w N r U Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUME TS 7 SSLLj/FLEISCHMAN, JR. AR0005569 6-21-19 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INO DATE I NOTES SHEET NAME ROOF DETAIL 2O 3" = 1'-0. ROOF PLAN O 1/8" = 1'-0" ROOF PLAN SHEET NUMBER A9.1 I ---- A-_!_ It 11 1 1 1 1 1 1 I L - _ __ i , +1. ROOF DRAIN DETAILO 3" = 1'-0" OOF DRAIN BODY PO ROOF MEMBRANE fPO BONDING ADHESIVE FAPERED INSULATION ROOF STRUCTURE, REFER TO STRUCTURAL DWGS, TYPICAL MASONRY BI BITUMINOUS FACE BRICK ALUMINUM F COUNTERFL END WITH M, STANDARD( TPO ROOF M ON TAPEREC METAL ROOF STRUCTURA SHELF ANGL STRUCTURA CONTINUOU! SEE STRUCT 'JAILER kRAPET CAP, MILER kRAPET B 18'-0" PLASTER, PAINTED =GLET AND \SHING - SEAL 1NUFACTURER'S LOSURE MBRANE ON >ULATI ON DECK 14' - 2 7/8" 1 DECK -SEE ;ANGLE- SEE ROOF DETAIL (aD- BRICK O 3" = 1'-0" O o� z N E Z � Z N U (0 QQ Q Q Z Z 2:) 1LL�ZON� tr td m C j OMN N °. Q Q J M aYLLmaouj_ Z E W _ QZO . W 9LLL 4a w W ~ N M 3 W � = W V � J VJ Z z J J W � _ (' r, Q W ° = m W LL � W W ~ Z J N 0W LL ZU = O Q \ a W N U � Q V) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDIN CODES PERMIT DOCUMENTS SCZL_J,FLEISCHMAN, JR. AR0005569 6-21-19 L GA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS m DATE• � III SHEET NAME ROOF DETAILS SHEET NUMBER A9.2 I i I I 1 1 1 1 I r 11 L _I._.. 2' 3V-4 1/2" '-10 15/16(: 4'-1" L 5'-6" L 4'-1" 1.2 1.4 2 2.1 I 63' -11 5/8" I i 11'-5 1/2" 4 I co 52.1 PSI %.. •• JrrPz — — — — — 0 5.1 T (0 31'-5 3/8" I 12'-0" 8'-8" 4'-0" I J-I\\�y� �, 0 I I I X. r— r rt _ I I S22 ,� F40 L J F40 L J 40 L J F4 C14 G.\ 1 1 I \�, I 13 DEGREE - ANGLE 0 I -}�+ ♦ N 0 I • I F5 % L I �` � (,' WORK POINT tp � � I I -----T — — —— - --- ---- ---r ---- - — — — -- -- --- --- --- ----- =-------=----------------- _------------------- .. r � 1 --- --L J-F40----- \\� �S0 =-----Z--- 1 1 �t I • ( 1 .�`\�� S22 � 1 m 0 I I F50 1 v U 1 1 cp 0 I I r INDICATES CONTROL — — — — — — — — 10'-0" JOINT TYP. ON lr� i N CJ. . . . 0 i nj 2 +��> F25 Q' J 13 DEG. ANGLE CIO I i - in 52.1 I I ,�-I-"� SLOPE SLAB THIS AREA �� SEE ARCH. DWCsS. FOR ' 0 I I 1 +\�lx \,�� DRAIN LOCATIONS +��> TYP 3 -r-`\> V I �• - � • I 2 G,ti + ���-I-�`\,y UON $2.1 y+°`��� G''� 2 r I I 82.1 WORK `n------- r C.J. POINT CJ. r--_---- J• I L--- — L J 'ass F40 C.J.IF _----- - , ( F40 , �+ L J L -i F45 I ; r — F50 —i—WORK POINT LINE — —�— —�-- — — — —1-�>- tA \> tea' J L J 2#4 X 30" IN SL AB �lx+ ter; �� �� F50 \K1' '-8" 10 -0� 6 -8 r 6C.J. — — — — — F40 CJ. ` L J F40 SLOPE SLAB THISto I SLOPE SLAB WITHIN THIS I I +� +� -� AREA tt AREA - SEE ARCH. DUGS. h U 0 `V FOR DRAIN LOCATIONS F30 r• I C.J. r• I S2 2% I. � I L J L J IF3 I; I U' I r F30 F30 r lA � F35 52.1 I I I I I I I I s2.1 U'w� f I I �-- — — — ——— — — — — —i Ls— — — — —- I ? — z "6 IN GROUTED CELL F35 F30 F3 F35 O - TYP WHERE SHOWN ()' I I 1 Z w z -6 O 6 z w � E � Ll J � m A s2.1 I s2.1 I I I 41 -4" 14'-0" 4'-4" 4'-8" 20'-10" 23'-4" 19'-10" 21'-2" _ I I 41'-4" 108'-0" I I I I 1 2 3 4 5 6 4" CONCRETE SLAB REINFORCED WITH ONE LAYER OF6 X6 W 1.4 / W 1.4 WWF OVER 10 MIL VISQUEEN VAPOR RETARDER ON WELL COMPACTED SAND FILL 0 DESIGN CRITERIA FLORIDA BUILDING CODE 2011 RISK CATEGORY: II ULTIMATE WIND VELOCITY: 140 MPH EXPOSURE: C ENCLOSURE TYPE: ENCLOSED CORNER DISTANCE FOR CtC: 6 FEET GCpI = 0.18 ULTIMATE WIND PRESSURES ON WALLS AND GLAZING: TRIG. AREA INTERIOR CORNER 10 PSF-46,+43-51,+43 20-45,+41-54,+41 50-43,+39-48,+39 100-39,+36-45,+36 ULTIMATE WIND PRESSURES ON ROOF TRIG AREA INTERIOR EDGE CORNER 10-43,+11-12,+11-108,+11 20-42,+16 405,+16-90,+16 50-40,+15-54,+15-54,+15 100-39,+14-4(o,+14-46,+14 200 -3%+14-46,+14-46,+14 MATERIALS: CONCRETE: STD. WEIGHT, f'c = 3000 PSI AT 28 DAYS REINFORCING STEEL: ASTM A615 GRADE 60 WELDED WIRE FABRIC: ASTM A185 MASONRY: UNIT STRENGTH 1900 PSI FOR f'm=1500 PSI STRUCTURAL TUBES: ASTM A501 N=46 KSI STRUCTURAL SHAPES AND PLATES: ASTM A36 STRUCTURAL BOLTS: ASTM A325 THREADED RODS: ASTM A36. STEEL DECK: 1 1/2" 22 GAUGE GALVANIZED TYPE "B" REQUIRED SOIL BEARING CAPACITY: 2000 PSF ROOF DECK FASTENING: INTERIOR AREA: ALL SUPPORTS: 5/8" PUDDLE WELDS 36/5 EDGE AND CORNER AREA: ALL SUPPORTS: 5/8" PUDDLE WELDS 36/1 CORNER AREA: ALL SUPPORTS: 5/8" PUDDLE WELDS 36/9 EDGES PARALLEL TO DECK SPAN DIRECTION: 5/8" PUDDLE WELDS AT 12" SHEET SIDE STITCHING: (2) 010 TEKS PER DECK SPAN. NOTE: THE ENGINEER OF RECORD IS RESPONSIBLE ONLY FOR WORK SHOWN WITHIN THIS SET OF STRUCTURAL DRAWINGS -WORK OF OTHER TRADES OR OF INDEPENDENT PRODUCT SUPPLIERS IS NOT INCLUDED IN THE WORK OF THE ENGINEER OF RECORD AND IS NOT UNDER HIS RESPONSIBILITY. Z < H 11 WU. c < < IV z < < gLu ° tea) 9 LL U. O M p N O � 510 U LL I A m CCC 6 4- p p M Y 40 Z C W Z V O ~1 00LL m �FIL x � w � vJ Z Z J J W � V Q � w W� 0 � = m W u- � W W ~ Z J J N 0W } LL z V w 0 Q w N � V Q � Q C!� THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING PERMIT C1 I,N i � F. • N 1ilq�� G STA1E OF i'�b'20 ISSUE DATE 6/21 /2019 REVISIONS NORTH NO I DATE NOTES 101-0" FOUNDATION AND FLOOR SLAB PLAN SCALE 1/8" = 1'-0" 7m%=1mmm7 0 5' 10, 20' SHEET NAME FOUNDATION & FLOOR SLAB PLAN SHEET NUMBER S1.1 I I __ I 1. _ I I I _ a I 0 n m �t tn tll O 12 1.4 2 2.1 -1 T/S 14' 4" �(2) HSS 4X4XI/4 Z TYP. THIS ROW c " I T/S 11'- �I � � I I ol 4'-2" 10 I I I � I.... -- q� �s — W5X10 - TYPICAL THIS ROW 3 S33 ENTRANCE ROOF FRAMING PLAN J/B Il'-4 3/6" 2 3 4 5 MAIN ROOF FRAMING PLAN J/B 14'-0 3/8" 1 1/2" DEEP X 22 GAGE GALVANIZED TYPE B STEEL DECK - SEE SPECIFICATIONS. _ WORK POINT LINE C C fie 3/8" X 9" X 0'-1 5/8 " WITH (2) 3/4"0 X 4" STUDS ALONG fe � 5 512 812 L4X4X1/4X0'-6" Z F Z 21 W 'w N ILI Z v m 02� L W Oa~p O p LL I I lul I v / Z v/ Z .J W Q �- L.L W � o = m W u- W W W ~ Z J -' N 0W ti z U = O Q \ w w N r U � ��Q VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT D UM NTS Lu— �� STATE OF O:IEET NUS` ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME ROOF FRAMING PLAN SHEET NUMBER S1.2 2 a m 0 N m O N W 5 311 0' -011 6 I 7 v I Ll - +- W cn m W 4 FOR SECTION IA SLAB OCCURS ON BOTH SIDES OF WALL -(1'-4") 1, 10002 3 51.1 L L LLJ 52.1 52.1 52.1 � -(1'-4") MARK DIMENSIONS DEPTH REINFORCEMENT BOTTOM EACH WAY F30 3'-0" X 3'-0" 12" 4 " 5 F35 11 3'-roll X 3'-6, 12" 4 " 5 F40 4'-0" X 4'-0" 12" 4 N 5 F45 4'-roll X 4'-9,11 12" 505 F50 5'-0" X 5'-0" 12" 5 N 5 F55 5'-roll X 5'-roll 14" 6 05 Fro0 ro'-0" X lo'-0" 16" to " to F65 ro'-roll X (o'-6" iro" I "fo Flo 1'-0" X -1'-0" 1 I" 1" 6 F15 i'-roll X I, -roll loll 8 "ro F80 V -0" X 8'-0" 19" to " -I F85 8'-roll X 8'-6" 20" i " Fg0 13'-0" X 9'-0" 21" 10 " ro F95 9'-6" X 9'-6" 22" 9 01 F100 10'-0" X 10'-0" 24" g *I F105 10'-6" X 10'-roll 25" 10 "-1 RIO 11'-0" X 11'-0" 29," 11 M "1 COLUMN BASE PLATE H5S3X3X1/4 P_5/8"XIII, X0'-11" HSS 4 X 4 X 1/4 fQ 3/4" X 12" X 1'-0" HSS 5 X 5 X 1/2 fE 3/4" X 14" X 1'-4" 3" 0 STD. PIPE fE 3/4" X 11" X 0'-II" 3 1/2" 0 STD. PIPE P_ 3/4" X 12" X I'-0" 1 1/2" TYP (4) 3/4"0 A3io J BOLTS BASH PLATE SCHODULN SEE ARCH. NOTE: USE THESE DETAILS ONLY WHEN NO SPECIFIC DETAIL IS SHOWN ELSEWHERE IN THESE DRAWINGS. SEE ARCH. WINDOW SILL DraTA I L 04NO LU INDOW OR COLUMN MARK NUMBER DIMENSIONS VERTICAL izE INFORG ING TIES C-1 -1 5/8" X lio" 4" ro 03 8" C-2 i 5/6" X 12" 4 N 5 " 3 8" 0 NOTE: ALL COLUMNS THAT OCCUR IN AREAS WITH PARAPET SHALL EXTEND TO THE TOP OF THE PARAPET UNLESS NOTED OTHERWISE CONCROTM COLUMN SCH RDULN BAR 04 "5 "6 07 LAP 18" 2411 3811 53" M ASONR1' RN INPORC INCH 04 0 F, "ro "-1 "8 "g TOP BEAM BARS 38" 4-7" 5ro" al" 92" 104" BOTTOM BEAM BARS FOOTINGS 29ll 36" 43" 63" y -12" Bill COLUMNS 1511 19" 2311 2611 30" 34" CONCRrmTrm RrE INFORC INCH BAR LAP SCHNOULAE VARIES SEE PLAN CONCRETE COLUMN DETAIL FOR WALL REINFORCEMENT SEE PLAN. 2. DOWELS TO MATCH WALL REINFORCEMENT. 3. FOOTING REINFORCEMENT: 3 " 5 CONTINUOUS AND " 3 TIES 6 32". 4. FOR FOOTINGS SIZE AND REINFORCEMENT SEE FOUNDATION PLAN AND SCHEDULE. 5. STEEL COLUMN - SEE PLAN. (o. POUR CONCRETE SLAB DOWN TO ENCASE BASE PLATE. 1. BASE PLATE VARIES - SEE SCHEDULE ON THIS DRAWING. 6. PACK WITH NON -SHRINK GROUT UNDER BASE PLATE. S. DOWELS TO MATCH VERTICAL REINFORCEMENT. 10. SEE BAR LAP SCHEDULE. 11. 4" SLAB WITH ONE LAYER OF 6 X (o WIA / W1.4 W.WF. OVER 10 MIL VISQUEEN VAPOR RETARDER 12. GROUT ALL CELLS BELOW ELEVATION 0' - 0". 13. NOT USED. 14. COURSE OF K.O. BLOCK GROUTED AND REINFORCED WITH 1 " 5 EXTENDED to" MINIMUM INTO FIRST GROUTED CELL EACH SIDE OF OPENING - WHEN CONCRETE COLUMN OCCURS NEXT TO WINDOW PROVIDE MATCHING DOWEL FROM COLUMN WITH HOOK AT FAR END OF COLUMN. 15. 1 " 5 DOWEL IN GRUTED CELL AT CENTER FOR WINDOWS WIDER THAN ro'-0". Ito. PRECAST LINTEL GROUTED AND REINFORCED WITH 1 " 5 BEARING MINIMUM 8" ON MASONRY AT EACH SIDE OF OPENING. 11. WHEN CONCRETE COLUMN OCCURS NEXT TO OPENING USE 8" DEEP X 1 5/8" WIDE CAST -IN -PLACE CONCRETE LINTEL REINFORCED WITH 4 "4 AND 03 TIES m all - EXTEND TOP BARS AND HOOK AT FAR SIDE OF COLUMN. 18. COURSE OF GROUTED K.O. BLOCK WITH I *5 BAR IS. «5 48" IN GROUTED CELLS. 20. 5 "5 CONT. AND 03 TIES 0 32". 21. to" HIGH X I6" X lto" CONCRETE ENCASEMENT FOR COLUMN BASE PLATE. 22. 03 COINER BAR WITH 36" LONG LEGS - PROVIDE MINIMUM 1 1/2" CONCRETE COVER 23. 16" X 1(o" PILASTER BLOCK FULLY GROUTED. 24.4 05 VERTICAL AND 03 TIES 6 8". 25.3 05 CONTINUOUS BOTTOM AND 04 TIES AT 24". 26. GROUTED COURSE OF K.O. BLOCK WITH 1 05 FOR OPENINGS WIDER THAN 48". 21. BRICK VENEER - SEE ARCHITECTURAL DRAWINGS. p Z Z H J W 0 cv cr �z W < v co gw v o LL W vJ Z ��/^� VJ z -� W F_ V Q � L.L W L.rL O = m W LL � W W ~ Z � J J N OW LL ZU = O \ d W N U Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING PERMIT % U L I L L11L,_ - - ��c sF ••.O ' _ .25 25 ' STATE OF O� R P • FPROJECt\UMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME FOUNDATION DETAILS w COLUMN FOOTING SCHNDULB DOOM? HEAD DETAIL. SHEET NUMBER SA.1 a. 0 N Of to 04 CONT. I'-4" MIN. NO END HOOK REQUIRED FOR MIDDLE BAR 0_0 STANDARD HOOK co NO HOOK OR CORNER BAR FOR MIDDLE BAR FILL ALL CELLS MINIMUM 12" ell STANDARD HOOK41 3"3 SAME SIZE AS CONTINUOUS 3 05 CONT. t 03 LIES 32" REINFORCING. (CORNER BAR) FOOT INCH CORNER DETAIL FOOT INCH INTERSECTION DETAIL FOOT INCH STOP DETAIL. SI.1 S22 NOTE: AT CORNER INTERSECTION RUNNING BOND SHALL BE MAINTAINED - VERTICAL JOINTS BETWEEN MASONRY UNITS SHALL BE STAGGERED ON SIDES OF CORNER - NO VERTICAL JOINT SHALL BE LONGER THAN ONE 8" COURSE GROUT THIS CELL 3/16" JOINT REINFORCEMENT s 16" 3/16" JOINT REINFORCEMENT ALL BARS HAVE STD. HOOKS BEND DOWN (DUR-O-WALL) CONTINUES THROUGH JOINT 16" SPACING . � a a ❑ � � GMU BOND BEAM W ElFLAT BAR 1/4" X 1 1/4" X 2'-0" PLUS Ll CMU BOND BEAM . PREFABRICATED JOINT REINFORCEMENT CORNER 2" END HOOK EACH END - AT EVERY SIXTH COURSE z m LAPPED MINIMUM g" WITH MAIN SEGMENT n GROUT THREE CELLS U tu STD. HOOK n m BENT DOWN 0 0 l'Q y 1" ASON 1' CORNOR DETAIL MASONRY Y INTERSECTION DETA I I. BOND BEAM CORNER DETAIL BOND I'3NA I INTERSECTION DETAIL. 12" X 12" COLUMN CONCRETE ENCASEEMENT REINFORCED WITH ONE LAYER OF (o X 6 WIA / WIA W.W.F. PLACED 1 1/2" FROM EXTERIOR FACE 2'-0"ol 5 0' - 4" COMER BAR TO MATCH 8 6" X 16" X i6" BASE PLATE CIF, TIE EAM CONCRETE ENCASEMENT -(1'-4") StD. HOOK AT PAR SIDE J 1 L N W cn w [D w '4 0- U NOTE: HOOKS CAN BE TURNED DOWN OR UP TO FACILITATE PLACEMENT SCALE- 3/4" = V-0" 2 N co p Z Z < J 52 C V 11� 1N a!Z < < m fig- w v o vJ Z ''^^ vJ Z _J J W � Q W L.L O = m W L� � W W ~ Z u J .J N OW LL Z U = O Q \ w w N U Q C� THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT DQCUM, NTS o. 25525 STATE OF ICI i'�` FCORIDP. \�� ' AA�ER ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME FOUNDATION DETAILS SHEET NUMBER S2.2 co 1. 1 1/2" X 22 GAGE GALVANIZED TYPE "B" STEEL DECK 2. ONE COURSE OF K.O. BLOCK GROUTED AND REINFORCED WITH 105 CONTINUOUS. 18'-0" 18'-011 3. TWO COURSES OF K.O. BLOCK EACH 2 2 GROUTED AND REINFORCED WITH 105 CONTINUOUS. 4. FOR WALL REINFORCEMENT SEE FOUNDATION PLAN. 5. EXTEND REINFORCEMENT TO TOP OF PARAPET. 2 A 53.1 • 2 A � 1 8 6. L 1 1/4 X 1 1/4 X 7/64 BRIDGING. -l. L 3 X 3 X 1/4 X CONTINUOUS WITH 5/8" DIAM. EXPANSION BOLTS AT 24". 1 1 8. L 2 X 2 X 1/4 X 1'-0" WITH (2) 1/2" DIAM. L:fo EXPANSION BOLTS AT BRIDGING LINES. 3 4 O • --- ---- - -- 14'-2 -1/8" 3 "-"-' 6 8 4 5 3 9 14'-0 3/8" 4 0 3 9 - - -- - - 14'-2 7/8' .._.. **I- JL • 6 4 5O 9. BRICK VENEER - SEE ARCHITECTURAL DRAWINGS. 10. L 3 X 3 X 1/4 X CONTINUOUS. II. BEAM REINFORCEMENT: 4 05 CONTINUOUS AND "3 TIES a 24". 12. M5 IN 48" IN GROUTED CELLS. 13. L 4 X 4 X 1/4 X CONTINUOUS. 14.3 5/8" X 20 GAGE GALVANIZED STUDS. 15. L 4 X 4 X 14 GAGE X CONTINUOUS. 2 3 16. PRECAST LINTEL GROUTED AND 812 $1.2 512 5I2 REINFORCED WITH 1 05 BEARING MINIMUM 8" 53.1 53.1 53.1 531 EACH SIDE OF OPENING. 1-7. THREE COURSES OF K.O. BLOCK EACH GROUTED AND REINFORCED WITH 105 CONTINUOUS. 15. L 4 X 4 X 3/8 X CONTINUOUS WITH 3/4" dot, ,� DIAM. TITEN-HDOT Br (INSTALL BOLTS THIN 1 11/2" OF HEAD JOINT. I I ' 10 I I 1 35 I 1 I I 2 A S31 9 18'-011 19. TOP OF PARAPET BEYOND. 20. 4 *5 CONTINUOUS AND 03 STIRRUPS AT 6" - LAP ALL BARS AT CORNER 21. 3" DIAMETER STANDARD PIPE COLUMN. • 2 38 I 14 -0 3/8 1g 18 22. PLATE 1/4" X 3" X CONTINUOUS WITH 1/2" DIAM. STUDS At 24". � 0 I I I i 13'-4 1/6" I 3 23. 1/4" WEB PLATE AT BRIDGING LINES. I I I I I I 12'-8'1 I 13 11 3211 14 2 40 O 16'-0" th 24. PROVIDE X BRIDGING AT FIRST SPACE. 25. HSS 8 X 4 X 1/4. 26. HSS 2 1/2 X 2 1/2 X 1/4 OUTRIGGERS AT 3 EQUALLY SPACED LOCATIONS IN SPAN - SEE PLAN. • 17 -1 ' 16" 14 I 12 36 12 12 -•.•_„_,•_„_. Z_ 14-2 �/8 11 -••-'• 21. HSS 2 1/2 X 2 1/2 X 1/4 SPACERS BETWEEN OUTRIGGERS. I I I I • I I 29. STEEL BEAM - SEE PLAN. I I I I I I L 30. NOT USED. I I 1 ' 15 14 ° lro 31. MASONRY COLUMN BEYOND - SEE FOUND. PLAN. 32. CONCRETE COLUMN BEYOND - SEE FOUND. I 3� PLAN. I I 61_011 - 81_011 40 fro (p 33. HSS 4 X 4 X 1/4 BETWEEN STEEL COLUMNS. 53.1 512BACK 53.1 34. 2L 3 X 3 X 1/4 X CONTINUOUS BACK TO LEJ 16 35. PLATE 3/8" X 1 5/8" X 0'-811 WITH (2) 1/2" -j STUDS. 36. HOOK BAR INTO TIE BEAM AT TOP. 3-1. 2 % TOP HOOKED AT FAR END OF FILL CELLS WITH GROUT WHERE COLUMN - 2 08 BOTTOM EXTENDED 8" INTO COLUMN - 03 STIRRUPS AT 6". 2 A 2 7 22 BOLTS OCCUR 38. L 3 X 3 X 14 GAGE X 0'-3" WITH (4) 010 TEK SCREWS EACH LEG. 53.1 SIMPSON STRONG BOLT 2 At 32" 39. 4 010 TEK SCREWS. PLACED TO MISS BLOCK JOINTS 40. ALL HORIZONTAL BARS TO BE HOOKED 14'-2 1/8" 14'-2 1/811 INTO INTERSECTING WALLS. 14'-0 3/6" ••-••- - 3 3 .._.._ .._.._.._.._.. .._.._.. _ L 5 X 3 X 1/4 X CONTINUOUS (LLV) 6 1/8 2 m g 11 8 - N 12 12 N ie 3/5" X ro 5/8" X 0'-8" WITH (2) 1/2" 10 X 5" STUDS SPACED roll C. TO C. IN GROUTED K.O. BLOCK 4 3ro 77" A A 20 s32 20 s32 SCALE- 3/4" = l'-0" 9 r 10 ,4 SI2 21 2 53.1 LD 53.1 S33 53.1 0 6" 1' 3' Z C Z < W Z N c a 8!1 2 S L Sg w m w� Oars Ir p lul I i7 - O w t o U � u�ifO�v M� U U ur 2av!' IL LL 0:,u W fC aa E W �xQW( ~ IL Z V O W S LL w VJ Z U) z J W .J y � Q W LL 0 = m W LL W W Z J J N 0W } LL z U a O Q \ w N U VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING PERMIT D,QCvFI' BENTS o.25525 * 2-*� -o <v STATE OF C \ i�iC� FLOR\OP'•'• ���` gAd�R ��illlll\ � 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME FRAMING DETAILS SHEET NUMBER S3.1 _ _ I I I I :➢ 1 1 1 3 3/4" PROVIDE SIGNED AND SEALED CALCULATIONS, SHOP, AND INSTALLATION DRAWINGS FOR PREFABRICATED ALUMINUM CANOPY TO BE INSTALLED ALONGSIDE THIS EDGE - TYPICAL WHERE CANOPY OCCURS 14'-2 1/8" a c co 0 N SCALE" 1 1/2" = 1'-0" CID 14'-2 1/811 (AT 5A ONLY) 25 3"1 14'-2 1/8" I 29 I 3� I 25 !b 7,G 11 u i II u 01II _/ 3 3/4" i I I I I-- --I I M I I , I _ 1 I I I I cv I I � i I I I I I I 1 I I I I I 1 I I I I 3/8" f1? WITH (2) 3/411 0 A325 BOLTS I 1 3/I6 I rJ, rJ' ,� I'O 812 512 53.1 S32 832 832 SCALE" 1 1/2" = 1'-0" SCALE" 1 1/2" = 1'-0" (4) 3/4" 0 A325 BOLTS CMU WALL ONLY AT DETAIL C fE1/2"X10"X0'-8" c, cc L::j 1 1/2" gel 3/8" CAP fE I I � 14'-2 1/8" 3/8" fE WITH A325 BOLTS SCALE" 1 1/2" = 1'-0" 1/2" X 9" X 0'-i 5/8" WITH (2) YARIE-0 4" m X 4" STUDS ALONGSIDE EE � CENTERLINE 1/2" X 15" X 0'-1 5/6" WITH (3) E 4" 0 X 4" STUDS ALONGSIDE CENTERLINE C 3/8" fI? W11 A325 BOL NQ Lj53-j2 SCALE" 1 1 1 1 1/2" X 22 GAGE GALVANIZED TYPE "B" STEEL DECK 2. ONE COURSE OF KO. BLOCK GROUTED AND REINFORCED WITH 1 S CONTINUOUS. 3. TWO COURSES OF KO. BLOCK EACH GROUTED AND REINFORCED WITH 1 M5 CONTINUOUS. 4. FOR WALL REINFORCEMENT SEE FOUNDATION PLAN. 5. EXTEND REINFORCEMENT TO TOP OF PARAPET. 6. L 1 1/4 X i 1/4 X �/64 BRIDC-�INCs. I. L 3 X 3 X 1/4 X CONTINUOUS WITH 5/8" DIAM. EXPANSION BOLTS AT 24". 8. L 2 X 2 X 1/4 X 1'-0" WITH (2) 1/2" DIAM. EXPANSION BOLTS AT BRIDGING LINES, 9, BRICK VENEER - SEE ARCHITECTURAL DRAWINGS. 10. L 3 X 3 X 1/4 X CONTINUOUS. 11. BEAM REINFORCEMENT: 4 05 CONTINUOUS AND 03 TIES a 24" 12.05 a 48" IN GROUTED CELLS. 13. L 4 X 4 X 1/4 X CONTINUOUS. 14.3 5/8" X 20 GAGE GALVANIZED STUDS. 15. L 4 X 4 X 14 GAGE X CONTINUOUS. N co G Z Z < J %2 C V 11 �$ N Z Z -i < � K3 < m fig" L� m � a0 Il! p LL 16. PRECAST LINTEL GROUTED AND '¢ REINFORCED WITH 105 SEARING MINIMUM 8" .512 EACH SIDE OF OPENING. S32 11. THREE COURSES OF KO. BLOCK EACH GROUTED AND REINFORCED WITH 1 05 CONTINUOUS. 15. L 4 X 4 X 3/5 X CONTINUOUS WITH 3/4" DIAM. TITEN-HD BOLTS AT 24" - DO NOT INSTALL BOLTS WITHIN 1 1/2" OF HEAD JOINT. 19. TOP OF PARAPET BEYOND. 20. s 05 CONTINUOUS AND 03 STIRRUPS AT 6" - LAP ALL BARS AT CORNER I 21. 3 DIAMETER STANDARD PIPE COLUMN. II II II 3/5" CAP fE - AT LOCATIONS ® ® 22. PLATE 1/4 X 3 X CONTINUOUS WITH 1/2 WHERE JOIST SITS ON COLUMN DIAM. STUDS AT 24". MAKE M DIMENSION PERPEND. TO BEAM ct A MINIMUM OF 5" 23. 1/4" WEB PLATE AT BRIDGING LINES. 24. PROVIDE X BRIDGING AT FIRST SPACE. 25. HSS 8 X 4 X 1/4. 2ro. HSS 2 1/2 X 2 1/2 X 1/4 OUTRIGGERS AT 3 EQUALLY SPACED LOCATIONS IN SPAN - SEE PLAN. 2-1. HSS 2 1/2 X 2 1/2 X 1/4 SPACERS BETWEEN OUTRIGGERS. 28. C8. 29. STEEL BEAM - SEE PLAN. 30. NOT USED. 31. MASONRY COLUMN BEYOND - SEE FOUND. PLAN. 32. CONCRETE COLUMN BEYOND - SEE FOUND. PLAN. 33. HSS 4 X 4 X 1/4 BETWEEN STEEL COLUMNS. 34. 2L 3 X 3 X 1/4 X CONTINUOUS BACK TO S12 BACK 153-22 1 35. PLATE 3/8" X -1 5/5" X 0'-8" WITH (2) 1/2" aof N O W c U 0 cd ��� U 12 � R � III,LL cm O? W i fC0 pM= d a LL.^m..� , Z C � W xxQm ~ 111. 0 2 V O Egli. W STUDS. THIS DESIGN AND DRAWING IS THE 36. HOOK BAR INTO TIE BEAM AT TOP. • SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS 3/8" X 13 1/2" X 0'-1 5/8" WITH 3-7. FOR EXTERIOR SOFFIT AND SUPPORT WORK MAY BE REPRODUCED WITHOUT SYSTEM SEE ARCHITECTURAL DRAWINGS. PRIOR WRITTEN PERMISSION FROM > 3/411 0 X 4" STUDS ALONSIDE FLEISCHMANGARCIA. CENTERLINE 35. L 3 X 3 X 14 GAGE X 0'-3" WITH (4) 010 1 CERTIFY TO THE BEST OF MY TEK SCREWS EACH LEG. KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING 3S. (4) 010 TEK SCREWS. CODES PERMIT Q11111 ,N/ . 5525 STAT OF FG41#kOJIECM INLIIMBER 19020 ISSUE 3/811 X 12 1/211 X 0'-'l 5/811 WITH DATE > 3/411 0 X 4" STUDS ALONSIDE 6/21/2019 CENTERLINE 512 S32 SCALE- 3/4" = 1'-0" 7%=�mm� 0 6" 1' 311 SHEET NAME FRAMING DETAILS SHEET NUMBER S3.2 "B" STEEL DECK 2. ONE COURSE OF KO. BLOCK W � p 2 Z H J W O � p V �$ W 2 ao � w a wl p .v e o 7 W $ U . I g co a o U ._ -IV s( U LL Z ap Y; 7 W 0) ti,LL N y m C Q 0>%0. N ''it 4<°�,�' z E 1°aa'L V � D +�/� M W W J vJ ��/^� Z VJ Z J W _j y Q �- W � o = m W � W ~ � W Z J N OW } ZU = O � d W \ N U � VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARCIA. I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING PERMIT D00 ,'EDITS EN -� 3, ;� . O� ATE O �i�`ls '�<ORION • tG�\�\ /��a III T�MdMgER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME 7%m"mmmmr FRAMING DETAILS SHEET NUMBER S3.3 1. 1 1/2" X 22 CsAC�E GALVANIZED TYPE GROUTEDU. ro - 26. HSS 2 1/2 X 2 1/2 X I/4 OUTRIGGERS LL CODES 1 I I I I - I I I I — I , — — L I - I I I 1 11 __ — I I I . I I I _L 11 III HVAC GENERAL NOTES THE FOLLOWING HVAC GENERAL NOTES APPLY TO GENERAL CONDITIONS OF HEATING, VENTILATING, AND AIR CONDITIONING (HVAC) WORK REQUIRED FOR THIS PROJECT. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DIVISIONAL CONTRACT DOCUMENTS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL DOCUMENTS AND TRADES TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS BID AND INSTALLED. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE HVAC WORK. SUBMIT FULL SUBMITTALS OF ALL HVAC EQUIPMENT AND MATERIALS TO THE ENGINEER FOR REVIEW, WHETHER IT IS EXACTLY AS SPECIFIED OR NOT. WHERE ALTERNATE MANUFACTURERS ARE LISTED, ONE OF THOSE MANUFACTURERS SHALL BE PROVIDED UNLESS A REQUEST FOR SUBSTITUTION HAS BEEN SUBMITTED PRIOR TO BID AND THE MANUFACTURER SUBSEQUENTLY IS LISTED AS AN ACCEPTABLE MANUFACTURER IN AN ADDENDUM. FOR ALL EQUIPMENT WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DESIGN DRAWINGS, PROVIDE WITHIN THE SUBMITTAL A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE DRAWINGS. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL. BIND COMPLETE SUBMITTALS IN A THREE RING BINDER(S) WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. CONTACT ENGINEER FOR PRIOR APPROVAL TO SUBMIT PDF EMAILED SUBMITTALS. SUBMIT ALL HVAC PRODUCTS SUBMITTALS ALL AT ONE TIME. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL. INDEX ALL ITEMS AS APPLICABLE. SUBMITTALS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL. ANY UNLISTED DEVIATIONS FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL. FOR ITEMS REVIEWED AND MARKED "REJECTED" OR "REVISE AND RESUBMIT-, ONLY ONE ADDITIONAL RE -SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED BY THE ENGINEER TO VERIFY THE SUBMITTAL WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE HOURLY RATE OF $150.00 WILL BE BILLED TO THE CONTRACTOR FOR THE ENGINEER'S TIME SPENT ON THE REVIEW. THE CONTRACT DOCUMENTS AND SUBMITTALS OF ALL TRADES SHALL BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION AND INSTALLATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. HVAC DRAWINGS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE HVAC SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SUBMITTALS, AND SIMILAR CERTIFIED DATA. ALL HVAC EQUIPMENT INSTALLED OUTDOORS SHALL BE SECURED TO ITS CURB OR HOUSEKEEPING PAD AS DETAILED BY THE STRUCTURAL ENGINEER FOR THE REQUIRED WIND LOAD DESIGN. ALL EXTERIOR EXPOSED MATERIALS SHALL BE CONSTRUCTED OF NON-FERROUS MATERIALS AND BE PAINTED WITH TWO COATS OF RUST INHIBITOR PAINT. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN ADEQUATE SERVICE SPACE AS REQUIRED. SERVICE SPACE SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL CEILING/FLOOR/WALL ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF HVAC EQUIPMENT WHETHER OR NOT IT IS SHOWN. ACCESS PANELS TO BE SELECTED BY THE ARCHITECT. ALL HVAC EQUIPMENT SHALL BE LABELED WITH ENGRAVED, LAMINATED, PLASTIC SIGNS. SIGNS SHALL BE 1/8" THICK AND A MINIMUM OF 1-3/4" HIGH WITH 1"HIGH LETTERS. LENGTH OF THE SIGN SHALL BE THE SUM OF THE LETTERS/NUMBERS PLUS 3/4" ON EACH END. EXTERIOR SIGNS SHALL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. ALL WALL MOUNTED THERMOSTATS AND SIMILAR SENSORS SHALL BE INSTALLED AT A MAXIMUM ELEVATION OF 4'-O"ABOVE FINISHED FLOOR TO THE TOP OF THE DEVICE, UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE SENSORS SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THE SENSORS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN INSULATED SUB -BASE. RETAIN THE SERVICES OF A CERTIFIED COMMISSIONING AGENT TO PERFORM COMMISSIONING WORK IN ACCORDANCE WITH FBCE SECTION C408. RETAIN THE SERVICES OF A NEBB AND/OR AABC CERTIFIED TEST AND BALANCE AGENCY TO PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS. RECORD ALL DATA ON STANDARD "AABC" OR OTHER APPROVED FORMS, AND SUBMIT TO THE ENGINEER FOR REVIEW. AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 8 HOURS OF TRAINING ON THE OPERATION AND MAINTENANCE OF THE HVAC EQUIPMENT. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON PARTS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. SUPPLY, RETURN, TRANSFER, EXHAUST, AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. SEAL ALL DUCT JOINTS WITH HARDCAST. ALL CONCEALED SUPPLY, RETURN, TRANSFER, AND OUTSIDE AIR DUCTS SHALL BE INSULATED WITH BLANKET TYPE INSULATION WITH VAPOR BARRIER (MINIMUM R = 6.0). DUCTWORK EXPOSED INSIDE MECHANICAL ROOMS SHALL BE EXTERNALLY INSULATED WITH RIGID FIBROUS DUCTBOARD WITH AN EPA LISTED ANTIMICROBIAL COATING. ALL DUCTWORK INSULATION SHALL BE LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE, SECTION 604. EXHAUST AIR DUCTWORK SHALL NOT BE INSULATED UNLESS OTHERWISE SPECIFIED. PROVIDE A DEDUCTIVE ALTERNATE FOR: SUPPLY, RETURN, AND TRANSFER AIR DUCTWORK SHALL BE 1-1/2" THICK (MINIMUM R=6) FIBROUS DUCTBOARD WITH AN EPA LISTED ANTIMICROBIAL COATING. DUCT TAPE AND TAPE APPLICATION PROCEDURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA! STANDARDS. TAPE SHALL ALSO BE APPROVED AND LISTED BY THE FIBERGLASS DUCT BOARD MANUFACTURER FOR USE WITH THEIR PRODUCT. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF"SMACNA" DUCT CONSTRUCTION STANDARDS. ALL DUCTWORK SHALL BE LEAK TESTED IN ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE WITNESSED BY THE TEST AND BALANCE AGENCY. DUCTS WITH A LEAKAGE RATE MORE THAN 2% WILL BE REJECTED. PROVIDE LEAKAGE TEST RESULTS TO ENGINEER. FABRICATE AND SEAL DUCTWORK PER THE FOLLOWING SCHEDULE (REFER TO THE EXTERNAL STATIC PRESSURE CRITERIA IN THE AIR HANDLING UNIT SCHEDULE FOR CORRESPONDING OPERATING PRESSURE): OPERATING PRESSURE DUCT PRESSURE CLASS SEAL CLASS UP TO 3" W.G. 3"W.G. B WHERE INDICATED ON HVAC EQUIPMENT SCHEDULES, EXTERNAL STATIC PRESSURE IS DEFINED AS NOT INCLUDING LOSSES DUE TO UNIT MOUNTED FILTERS OR MIXING BOXES. THOSE LOSES SHALL BE PART OF THE EQUIPMENT INTERNAL LOSSES, SAME AS THOSE CAUSED BY COILS, CABINET, ETC. ALL NEW DUCTWORK SHALL NOT BE STORED IN UNCLEAN AREAS. PROTECT ALL DUCTWORK FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION, ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION DUST INSIDE DUCTWORK SYSTEM. IF EITHER OF THESE PROCEDURES IS NOT CONDUCTED, THE ENTIRE ASSOCIATED DUCTWORK SYSTEM AND HVAC EQUIPMENT SHALL BE CLEANED TO THE ENGINEER'S SATISFACTION. FLEXIBLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4" THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE. "THERMAFLEX" TYPE MAKE OR APPROVED EQUAL. FLEXIBLE DUCT SHALL BE ATTACHED WITH "THERMAFLEX" WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 61-0". ALL DUCTWORK ELBOWS SHALL INCLUDE AIR FLOW DIRECTIONAL VANES AS PER IISMACNA" DUCT CONSTRUCTION STANDARDS. SPLITTER VANES SHALL BE PROVIDED IN ALL ELBOWS AND DUCT OFFSETS WITH ANGLES BETWEEN 15 DEGREE AND 90 DEGREES AS PER FIG. 2-5 OF THE SMACNA MANUAL. 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT. DUCTWORK, AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. COORDINATE LOCATION OF AIR DEVICES, WALLCAPS, ROOFCAPS, AND LOUVERS WITH ALL OTHER TRADES. ALL BALANCING DAMPERS SHALL BE OPPOSED BLADE TYPE. PROVIDE A ONE FOOT LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND BALANCE AGENCY IN IDENTIFYING ALL DAMPERS. REMOVE MATERIAL FROM EXPOSED DAMPERS AFTER SUBSTANTIAL COMPLETION. IN AREAS WHERE THE BALANCING DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE MANUAL REMOTE CABLE CONTROL EQUAL TO YOUNG REGULATOR MODEL 830ACC/270-896. ACCESS TO END OF CABLE TO BE FLUSH IN CEILING NEATLY CONCEALED WITH THREADED CAP. PAINT CAP TO MATCH CEILING COLOR. INDICATE LOCATIONS OF ALL CAPS IN A FLOOR PLAN INCLUDED IN THE SUBMITTALS AND OBTAIN APPROVAL FROM ENGINEER PRIOR TO INSTALLATION. FOR SEALING OF FIRE DAMPER AND PIPE OR DUCT PENETRATION THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL CONTRACT DOCUMENTS. ALL RATED WALL PENETRATIONS SHALL BE SEALED USING APPROVED UL DETAILS. CORRECT ANY EXISTING CONDITIONS. ALL FIRE DAMPERS SHALL BE DYNAMIC TYPE. PROVIDE A DUCT ACCESS DOOR FOR FIRE DAMPERS. PROVIDE ADDITIONAL DUCTWORK AND PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALLS. DUCTWORK OR PIPING SHALL NOT BE SUPPORTED FROM ANY FIRE RATED WALL. CORRECT ANY EXISTING CONDITIONS. ALL DUCTWORK AND/OR PIPING MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL. CORRECT ANY EXISTING CONDITIONS. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED BY ELECTRICAL CONTRACTOR. DETECTORS SHALL COMPLY WITH UL 268A. HVAC DRAWINGS INDICATE THE APPROXIMATE LOCATION OF DUCT DETECTORS. HVAC CONTRACTOR SHALL ASSIST THE ELECTRICAL CONTRACTOR IN LOCATING AND INSTALLING THE DETECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHEN RECOMMENDED CLEARANCES CAN NOT BE MAINTAINED, SIMULATE A SMOKE AIRFLOW TEST OF EACH DEVICE AND PROVIDE A COPY OF THE FIELD TEST TO THE ENGINEER. PROVIDE A DUCT ACCESS DOOR ADJACENT TO EACH DUCT MOUNTED SMOKE DETECTOR TO FACILITATE INSPECTION OF DUCT DETECTOR TUBES. CONTRACTOR SHALL TEST ALL EXISTING/NEW DUCT MOUNTED SMOKE DETECTORS, FIRE/SMOKE DAMPERS, AIR HANDLING UNIT AND EXHAUST FAN INTERLOCKS AND FIRE ALARM CONNECTIONS AND REPORT ANY DEFICIENCIES TO OWNER. RETEST AS REQUIRED UNTIL ALL ARE FUNCTIONAL. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL DUCTWORK ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF HVAC DAMPERS, SENSORS, ETC., WHETHER OR NOT IT IS SHOWN. DUCT ACCESS DOORS SHALL BE MINIMUM 12"X 12" INSULATED AND DOUBLE GASKETED. ACCESS DOOR SHALL NOT REQUIRE TOOLS TO BE OPENED. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL AIR MOVING APPARATUS AND DUCTWORK. RECOMMENDED WIDTH IS 4". KITCHEN HOOD AND ASSOCIATED EXHAUST DUCTWORK SHALL BE FABRICATED AND INSTALLED IN FULL COMPLIANCE WITH THE REQUIREMENTS OF NFPA-96 AND THE FLORIDA BUILDING CODE, INCLUDING CLEARANCES FROM COMBUSTIBLE SURFACES, FIRE PROTECTION, AND LOCAL CODE REQUIREMENTS. EXHAUST GREASE DUCTWORK TO BE FULLY WELDED STAINLESS STEEL. PROVIDE P-TRAPS AT ALL CONDENSATE DRAIN LINE CONNECTIONS. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE (MIN 1/8"/FOOT). INSULATE CONDENSATE DRAIN LINES WITH 3/4"THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. CONDENSATE DRAIN LINES TO BE (PVC) (COPPER). LINES SHALL BE ONE DIAMETER LARGER THAN THE UNIT DRAIN CONNECTION, BUT NOT LESS THAN 3/4 INCH. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION. REFRIGERANT LINES SHALL BE SIZED PER THE AIR CONDITIONING EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE SIZING AND ACCESSORY DATA WITH THE EQUIPMENT PACKAGE SUBMITTAL. PIPING IS TO BE FILLED WITH DRY NITROGEN WHILE SOLDERING. TEST, CLEAN, AND DEHYDRATE PIPES AND PROVIDE CRITICAL CHARGE OF REFRIGERANT AS PER EQUIPMENT MANUFACTURER'S RECOMMENDATION. PROVIDE ALL NECESSARY VALVES, TRAPS, FILTER/DRYERS, SIGHT GLASS, ETC. AS REQUIRED FOR A COMPLETE AND READY TO OPERATE INSTALLATION. INCLUDE ACCESSIBLE SERVICE FITTINGS. BI-FLOW LIQUID LINE FILTER DRYER SHALL BE PROVIDED IN HEAT PUMP UNITS. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4"THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. INSULATION EXPOSED TO THE OUTSIDE ENVIRONMENT SHALL BE PAINTED WITH TWO COATS OF UV -RESISTANT WHITE ARMAFLEX PAINT. HVAC CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2017 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: FLORIDA BUILDING CODE 6TH EDITION (2017) - ALL SECTIONS FLORIDA ENERGY EFFICIENCY CODE (FBC 2017), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 6.00 FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ADOPTED. (1) EXCEPT AS SPECIFICALLY MODIFIED BY STATUTE OR BY THE STATE FIRE MARSHAL'S RULES, THE "FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017),- WHICH IS COMPRISED OF THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2015 EDITION) AND THE FLORIDA SPECIFIC EDITION OF NFPA 1, THE FIRE CODE (2015 EDITION), ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S. IN ADDITION, THE FOLLOWING STANDARDS, EXCEPT AS SPECIFICALLY MODIFIED IN THE RULE CHAPTERS IN RULE TITLE 69A, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND SHALL TAKE EFFECT ON THE EFFECTIVE DATE OF THIS RULE, AS A PART OF THE UNIFORM FIRE SAFETY STANDARDS ADOPTED BY RULE BY THE STATE FIRE MARSHAL AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S.: NFPA 70,2014 EDITION, NATIONAL ELECTRICAL CODE NFPA 72,2013 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE NFPA 90A, 2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS NFPA 90B, 2015 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITONING SYSTEMS AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS, INC. (ASHRAE) (INCLUDING ALL APPROVED ADDENDUM): ASHRAE FUNDAMENTALS 2017 ASHRAE GUIDELINE 4-2008, PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS ASHRAE GUIDELINE 11-2009, FIELD TESTING OF HVAC CONTROL COMPONENTS ASHRAE STANDARD 55-2013, THERMAL ENVIRONMENTAL CONDITIONS FOR HUMAN OCCUPANCY ASHRAE STANDARD 62.1-2016, VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY ASHRAE STANDARD 111-2008, MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS ASHRAE STANDARD 126-2016, METHODS OF TESTING HVAC AIR DUCTS ASHRAE STANDARD 152-2014, VENTILATION FOR COMMERCIAL COOKING OPERATIONS SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) (INCLUDING ALL APPROVED ADDENDUM): HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, 3RD EDITION, 2005 FIBROUS GLASS DUCT CONSTRUCTION STANDARDS, 7TH EDITION, 2003 HVAC SYSTEM DUCT DESIGN, 4TH EDITION, 2006 HVAC AIR DUCT LEAKAGE TEST MANUAL, 2ND EDITION, 2012 FIRE, SMOKE AND RADIATION DAMPER INSTALLATION GUIDE FOR HVAC, 5TH EDITION, 2002 OTHER: * LOCAL CODES AND ORDINANCES NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE HVAC DESIGN DRAWINGS COMPLY WITH THE ABOVE CODE CRITERIA. WHEN TWO OR MORE CODES OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SHALL APPLY 0 A HVAC COORDINATION DRAWING REQUIREMENT PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR SHALL SUBMIT DETAILED HVAC COORDINATION DRAWINGS AT 1/4" = V-0" SCALE. THESE DRAWINGS ARE NOT TO BE CONFUSED WITH SUBMITTALS. THEY ARE NOT SUBMITTALS. THEY ARE A TOOL TO AIDE THE CONTRACTORS IN THE INSTALLATION OF THEIR SYSTEMS. DRAWINGS ARE TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS: 1 . MECHANICAL ROOMS AND CHILLER/BOILER PLANTS WITH ALL EQUIPMENT (FROM APPROVED SUBMITTALS) DRAWN TO SCALE. INDICATE SERVICE CLEARANCES. 2. DETAILED FLOOR PLANS INDICATING ALL DUCTWORK, AIR DEVICES, DAMPERS, ACCESS DOORS, ALL OTHER DUCT MOUNTED AIR DISTRIBUTION RELATED EQUIPMENT, AND HVAC PIPING, VALVES, AND ACCESSORIES. 3. INDICATE FLOOR, WALL, AND ROOF PENETRATION SIZES THAT ARE REQUIRED FOR ALL HVAC EQUIPMENT. 4. SHOW MAJOR STRUCTURAL MEMBERS, MAJOR ELECTRICAL CONDUITS AND EQUIPMENT, AND MAJOR PLUMBING AND FIRE PROTECTION PIPING AND ACCESSORIES TO CONFIRM COORDINATION HAS OCCURRED. 5. AFTER HVAC COORDINATION DRAWINGS ARE COMPLETED AND REVIEWED BY THE DESIGN TEAM, ANY ADDITIONAL WORK REQUIRED IN ANY OF THESE TRADES TO PROVIDE SYSTEMS THAT DO NOT CONFLICT WITH EACH OTHER SHALL BE PROVIDED BY THE CONTRACTOR AT NO E—OST TO Sheet List Table SMd Noubw SMA Tft MO-1 HVAC GENERAL INFORMATION MO-2 HVAC GENERAL INFORMATION Ml-1 HVAC FLOOR PLAN M1-2 HVAC ROOF PLAN M5-1 HVAC DETAILS M5-2 HVAC DETAILS M6-1 HVAC SCHEDULES fA LAJ mi d rp Z '0 00 WE, z P: 20 3! LL Lu Lu W wui Z 79- UA 0, 9 ��_ co I -� Z N _j ui W E 0 Lu 8 12 U- e '41 U. Lzu 10% 0 c ca > a- =z) E ON IL2, w CL x cwn W z U) z W 3: cq w 0 m 00 W _J LL w w z _j N W LL z < C) w 0 > N 0 W THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM F1 FISCHMANGARMA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS 'OMPLY WITH ALL RELEVANT BUILDING CODES ,P,�.ERMIT it D s 0C.Ul 14 N, Q. 14 6 S *TE F I CX'l OR k '9/0NAl— WICHA44 At 'COSTELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21/2019 I REVISIONS INOI DATE I NOTES SHEET NAME HVAC GENERAL INFORMATION SHEET NUMBER mo—i — I —I JL I — i -- I I -- 1 1 . --- - � 1 .l - 1. l - eqcn o (yv M ZMrco o J 0 o <''nn d w vaa� Z LLw w Wa f W� o �oW Z`�2 c o _ W Q ui V oC ri S fq IIIWa��vo V M N U W o 0 �mggoq♦ O•Lu N M $ 2 T1 * I op-"Z �Zo a o N� � to% m co .� as ,�;�, z K., W v Z L U i ~n<= m o d V ~ to X W W J v! Z U) z J W V Q WL.�.. O Z � W � CL W J W Z N 0W LL Z c) O Q W \ N Z U � �Q v� THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM I I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE \�, ERMJT q\C � N S F .a.' K :' No 4 i �, l r. •, ' ��° MICi-fAfft ok tOb�TELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE NOTES SHEET NAME HVAC GENERAL INFORMATION SHEET NUMBER MO-2 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION DUCTWORK MOUNTED OPPOSED BLADE MANUAL DAMPER DUCTWORK MOUNTED FIRE DAMPER DUCTWORK MOUNTED FIRE/SMOKE DAMPER DUCTWORK MOUNTED FLEXIBLE CONNECTOR 5--a—� CONDENSATE PIPING �R� REFRIGERANT PIPING ❑T TEMPERATURE SENSOR ❑M MOTORIZED ACTUATOR SD SMOKE DETECTOR ® SUPPLY AIR CEILING AIR DEVICE RETURN AIR CEILING AIR DEVICE ® TRANSFER AIR CEILING AIR DEVICE SUPPLY, RETURN, TRANSFER, OUTSIDE, OR EXHAUST AIR SIDEWALL AIR DEVICE OUTSIDE AIR ROOF CAP AIR DEVICE HVAC SYMBOL LEGEND SYMBOL DESCRIPTION —DUB 1" DOOR UNDERCUT FOR TRANSFER OF AIR, ARROW INDICATES AIRFLOW DIRECTION —DG—� DOOR GRILLE AIR DEVICE FOR TRANSFER OF AIR, ARROW INDICATES AIRFLOW DIRECTION TAG j SUPPLY, RETURN, TRANSFER, OUTSIDE, AND EXHAUST AIR DEVICE gqp� AIRFLOW IDENTIFICATION 150 CFM � SAD=SUPPLY AIR DEVICE, RAD=RETURN AIR DEVICE, TAD=TRANSFER AIR DEVICE, EAD=EXHAUST AIR DEVICE, f OAD=OUTSIDE AIR DEVICE NECK SIZE TAG SUPPLY, RETURN, TRANSFER, OUTSIDE, AND EXHAUST AIR 0AL1 AIRFLOW LOUVER AIR DEVICE IDENTIFICATION 1500 CFM 24X12 SAL=SUPPLY AIR LOUVER, RAL=RETURN AIR LOUVER, TAL=TRANSFER AIR LOUVER, EAL=EXHAUST AIR LOUVER, LOUVER SIZE, OAL=OUTSIDE AIR LOUVER LENGTHXHEIGHT) TAG SUPPLY, RETURN, TRANSFER, OUTSIDE, AND EXHAUST AIR ROOF 0AR1 AIRFLOW AIR DEVICE IDENTIFICATION 1500 CFM 24X24X12 SAR=SUPPLY AIR ROOF AIR DEVICE, RAR=RETURN AIR ROOF AIR DEVICE, TAR=TRANSFER AIR ROOF AIR DEVICE, EAR=EXHAUST AIR ROOF AIR DEVICE, OAR=OUTSIDE AIR ROOF AIR DEVICE AIR DEVICE SIZE, LENGTHXWIDTNXHEIGHT) TAG 1 pG> AIRFLOW 150 CFM DOOR GRILLE AIR DEVICE IDENTIFICATION 24X12 DOOR GRILLE SIZE, LENGITHXHEIGHT S BREAK �� AIRFLOW DIRECTION 24X12 RECTANGULAR DUCTWORK SIZE, WHERE THE FIRST DIMENSION IS THE INSIDE PLAN VIEW DUCTWORK DIMENSION 24sb ROUND DUCTWORK SIZE, WHERE THE DIMENSION IS THE INSIDE PLAN VIEW DUCTWORK DIMENSION DOUBLEWALL DUCTWORK, WHERE THE DIMENSION IS THE INSIDE PLAN VIEW DUCTWORK DIMENSION 80 ROUND FLEXIBLE DUCTWORK SIZE, WHERE THE DIMENSION IS THE INSIDE DUCTWORK DIMENSION FLEX DUCT ROUND AND FLEXIBLE DUCTWORK RUNOUT TO AIR DEVICE TO BE THE SAME SIZE AS ASSOCIATED AIR DEVICE NECK SIZE ROUND DUCT DUCTWORK TRANSITION RECTANGULAR DUCTWORK TO ROUND OR OVAL DUCTWORK TRANSITION DUCTWORK MITERED ELBOW WITH TURNING VANES DUCTWORK MITERED ANGLE ELBOW WITH TURNING VANES DUCTWORK ANGLE ELBOW WITHOUT TURNING VANES DUCTWORK RADIUS ELBOW RECTANGULAR DUCTWORK TEE, WITH 45 DEGREE RECTANGULAR DUCTWORK BRANCH TAKEOFF RECTANGULAR DUCTWORK TEE, WITH ROUND CONICAL DUCTWORK BRANCH TAKEOFF ROUND OR OVAL DUCTWORK TEE, WITH 45 DEGREE ROUND OR OVAL DUCTWORK BRANCH TAKEOFF ROUND OR OVAL DUCTWORK WYE, WITH ROUND OR OVAL CONICAL DUCTWORK BRANCH TAKEOFF DUCTWORK ELBOW TURNING TOWARD VIEWER DUCTWORK ELBOW TURNING AWAY FROM VIEWER D DROP IN DUCTWORK ELEVATION AWAY FROM VIEWER HVAC LOAD CALCULATION DESIGN CRITERIA PROJECT LOCATION --- TAMPA, FLORIDA OUTDOOR SUMMER TEMP (DB/WB) DEG F/DEG F 92.4/77.4 OUTDOOR WINTER TEMP (DB) DEG F 38.4 INDOOR SUMMER TEMP (DB/WB) DEG F/DEG F 75.0/62.6 INDOOR WINTER TEMP (DB) DEG F 70.0 FLOOR INSULATION R-VALUE R-0 WALL INSULATION (TOTAL) R-VALUE R-8 ROOF INSULATION (TOTAL) R-VALUE R-25 WINDOW GLASS TYPE U-VALUE (WINTER/SUMMER) U-0.31/U-0.25 SOLAR HEAT GAIN COEF. SHGC-0.53 HVAC OUTSIDE AIR CALCULATION /AIR BALANCE SUMMARY TAG AREA (SQ FT) NUMBER OF PEOPLE OUTSIDE AIR REQUIRED (CFM) OUTSIDE AIR PROVIDED (CFM) EXHAUST AIR PROVIDED (CFM) AHU-1 2,753 40 523 525 - AHU-2 2,696 59 330 330 - AHU-3 1,707 18 337 340 - EF-1 - - - - 100 EF-2 - - - - 50 EF-3 - - - - 50 EF-4 - - - - 100 EF-5 - - - - 50 EF-6 - - - - 50 KHEF-1 - - - - 600 TOTAL AIR BALANCE 1,195 1,000 195 CFM POSITIVE NOTES: 1. CONTRACTOR SHALL CONFIRM THE ABOVE INSULATION VALUES WITH THE ARCHITECT, BUILDING ENVELOP SUBMITTALS AND ENERGY CALCULATIONS PRIOR TO THE START OF CONSTRUCTION. MECHANICAL SUBMITTALS SHALL INCLUDE A CONFIRMATION LETTER STATING THEIR COORDINATION. 2. AIR CONDITIONING LOAD CALCULATIONS ARE ATTACHED TO THE ENERGY EFFICIENCY CODE FORMS. 3. THE REQUIRED OUTSIDE AIR DOCUMENTED IN THE CALCULATION SUMMARY ABOVE IS BASED ON CALCULATIONS RESULTING FROM ASHRAE STANDARD 62.1-2016. THESE CALCULATIONS ARE ATTACHED TO THE ENERGY EFFICIENCY CODE FORMS. HE O# SHEET KEY NOTES: 1. CEILING MOUNTED EXHAUST FAN. REFER TO HVAC SCHEDULES AND DETAILS. 3 t ? 2. FLOOR MOUNTED AIR HANDLING UNIT. REFER TO HVAC DETAILS. ROUTE REFRIGERANT PIPING E FROM AIR HANDLING UNIT TO CONDENSING UNIT ON GRADE. COORDINATE LINE LENGTHS _ _ .._ --- _--_ _ REQUIRED WITH MANUFACTURER. SIZE AND PROVIDE ALL ACCESSORIES AS REQUIRED PER MANUFACTURER'S SPECIFICATIONS. ROUTE CONDENSATE TO NEAREST FLOOR DRAIN. REFER TO PLUMBING PLANS FOR CONTINUATION. j 3. CONDENSING UNIT MOUNTED ON GRADE, REFER sL i TO HVAC DETAILS. 4. 6" PVC CONDUIT BELOW GRADE FOR REFRIGERANT PIPING. USE LONG RADIUS • ... - - i ELBOWS ON ALL CHANGES OF DIRECTION. CAP ENDS AFTER INSTALLATION TO PREVENT RAINWATER AND DEBRIS ENTERING DURING CONSTRUCTION. AFTER REFRIGERANT PIPING i_ - INSTALLATION CAP EACH END WITH EXPANDABLE - W v t FOAM TO PREVENT MOISTURE INTRUSION. ° 5. ROUTE REFRIGERANT PIPING FROM € , i E CONDENSING UNIT TO AIR HANDLING UNIT. 6 REFER TO ARCHITECTURAL ELEVATIONS FOR U LOUVER PLACEMENT. wu, ... SAD2 150 E—•!� I I I SAD2 -'150, ��f�REFER flF 7. 8" EXHAUST DUCTWORK UP TO ROOF CAP. TO ROOF PLAN. 12x6SAD2 12x6 '.: 150 I SAD2 �I�> 150 ,m ,., : - _,... — .. , 1 _.,._ . _�_ . ": ' E " " ,, w _, , M " 8. PROVIDE NEW TYPE 1 KITCHEN HOOD, GREASE EXHAUST DUCT, AND ROOF MOUNTED EXHAUST 12x6 12x6 1 s , _ ' € ; ..,; < , .� € , , .,,..., _._.. - ? FAN. NEW HOOD TO BE PLACED OVER GARLAND I I m o �z� � € jj{ ... € RAND MODEL #: 36ES16. REFER TO ROOF PLAN EE E 3 3i € E FOR FA N PLACEMENT. REFER TO HVAC DETAILS. C SAD2 I E f _150 �J` I I '; � 9. 10" GREASE DUCT UP TO ROOF MOUNTED 12x6 I 3 , E j 3 EXHAUST FAN. i � 100 � ! 120 O M M �? U.o� ,i * 4 <'n V d W a a� Z P� 0 ct: 3E QFLLW H W f o III g W Zao f 4 ��■w. W 0, Lu V M W III n� W ch NO W $ U 0 V f0 �co M Ol LL = e ,4 Q um, t WlRN �, m C Z E d<'LL - U <�he W <Zx f Q 2 Z O pj W S p F d a M u a ksl ,x 3 3 � 33 j 1 ADC , SA�7�. RAD1. 95 i 120 o 215 W a 24x24 00 ... ..M ;RAE" . _ . a . , J �` „ . LJJ LP 7 •-P 3 B ; L = M w 4x24 120 ' DAL1 KH�1 8A3fi I 20 x 16 <--'�4 —'— 190 — 04x02 w — V✓ t 3 i tE T N. 20LL e- # E r B x 16 ' X N _. i \ SD i€ � / l \ 105`,,_ DG1 24x24 EF 7 <—DG— 2x 0 SAD1 _.._,:... r _ . .._ 11 1 A 80 3100 � 17Y19 HVAC FLOOR PLAN O 3/16" = V-0" THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMANGARrIA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PIMrIT a U4.' I iITS Cc'.•\LE NSF �O �'. o. ,436 s cry �. Lu i °° • %Q ' NI�#jtiOI;�ELLO, PE FL. R ' NCC. ;E81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE NOTES SHEET NAME HVAC FLOOR PLAN SHEET NUMBER M1-1 L- t L-- I— --- I . I -- - no OSHEET KEY NOTES: 1. OUTSIDE AIR ROOF CAP. REFER TO HVAC SCHEDULES. 2. EXHAUST AIR ROOF CAP. REFER TO HVAC SCHEDULES. 3. KITCHEN HOOD EXHAUST FAN. REFER TO JVAC DETAILS FOR SPECIFICATIONS. Now Roo J - W 'w W IIIWa�3 i W J U µ�1 LL Q LL W R N W QI m C N Q LL Z E OO �ddz N < LL W o 2 pFd YY � M w V Z � r%r _ z -� W Q � W � o J = m W LL W W W ~ Z � J J N 0 W LL Z Q U (L O \ LU N U � Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERM T _._ 4U micH lEuA4i6TELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME HVAC ROOF PLAN l HVAC ROOF PLAN O 3/16" = V-0" SHEET NUMBER M 1-2 AIR HANDLING UNIT SUPPORT CONDENSATE PIPING PTRAP SUPPLY AIR DIFFUSER SUPPLY DUCT DUCT ELBOW TO BE A MINIMUM OF TWO FAN —� DIAMETERS IN DISTANCE FROM TOP OF UNIT. COIL SECTION FILTER SECTION CONTRACTOR TO CONSTRUCT GALVANIZED STEEL FRAME UNDER UNIT FOR SUPPORT. USE "SIMPLE" FRAMING PROCEDURES. SIZE APPROPRIATELY FOR UNIT WEIGHT. CONDENSATE PIPING, REFER TO-40:�j CONDENSATE PIPING PTRAP DETAIL. FLOAT SWITCH 1" THICK NEOPRENE PAD AHU O owl NV NAlk OUTSIDE AIR DUCT PROVIDE 4" FLEXIBLE CONNECTOR AT SUPPLY - AND RETURN AIR DUCT CONNECTIONS. PROVIDE HONEYWELL MODEL EARD6 MOTORIZED OUTSIDE AIR DAMPER. -PROVIDE MANUAL BALANCING DAMPERS. RETURN DUCT PAN TO EXTEND A MINIMUM OF 6" PAST UNIT IN ALL 10, 6" DIRECTIONS. MIN 4" DEEP SECONDARY �: ; ;.� : �:: 3".Y'• DRAIN PAN PROVIDE FIVE SIDED, EXTERNALLY INSULATED PLENUM BOX ON BOTTOM OF AHU FOR RETURN AIR DUCT CONNECTION. BOX TO BE A MINIMUM OF 6" AFF. SIZE BOX PER UNIT DIMENSIONS AND RETURN AIR DUCT SIZE REQUIREMENTS. NO SCALE AHU CONTROL DIAGRAM MOTORIZED DAMPER ❑A FROM ❑ ELECTRIC FILTER(S) OUTDOORS DX COING ❑LSUPPLY HEAT RA D SA TO FR❑M X SPACE SPACE > m I Q?,j IIL-> C❑NDENSING ❑ UNIT(S) T THERMOSTAT IN SPACE SEQUENCE OF OPERATIONS A. HVAC CONTROLS TO BE STANDALONE TYPE. PROVIDE PROGRAMMABLE WALL MOUNTED THERMOSTAT. B. WHEN IN THE THE OCCUPIED MODE, THE THERMOSTAT SHALL BE SET IN THE "FAN ON" POSITION AND THE SUPPLY FAN SHALL RUN CONTINUOUSLY. THE MOTORIZED OUTSIDE AIR DAMPER SHALL REMAIN OPEN. IN THE COOLING MODE, THE COMPRESSOR(S) SHALL BE MODULATED AS REQUIRED TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 75 DEGREES F AS SENSED AND ADJUSTED BY THE PROGRAMMABLE THERMOSTAT. IN THE HEATING MODE, THE ELECTRIC STRIP HEATER SHALL BE MODULATED AS REQUIRED TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 70 DEGREES F. C. WHEN IN THE UNOCCUPIED MODE, THE THERMOSTAT SHALL BE SET IN THE "AUTO FAN" POSITION AND THE SUPPLY FAN SHALL RUN ONLY WHEN A CALL FOR COOLING OR HEATING IS MADE. IN THE COOLING MODE, THE COMPRESSOR(S) SHALL BE MODULATED AS REQUIRED TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 85 DEGREES F AS SENSED AND ADJUSTED BY THE WALL MOUNTED PROGRAMMABLE THERMOSTAT. IN THE HEATING MODE, THE ELECTRIC STRIP HEATER SHALL BE CYCLED AS REQUIRED TO MAINTAIN A SPACE TEMPERATURE SET POINT OF 60 DEGREES F. INO SCALE SLOPED DRAIN PAN PROVIDED WITH UNIT CONDENSATE DRAIN CONNECTION TO UNIT THREADED PVC 2LEANOUT PLUG SCHEDULE 40 PVC — I A TOTAL MUST EQUAL OR HEIGHT EXCEED TO C01 OF STATIC PRESS. 4 MIN. B TRAP REFER TO MEC ANICAL SCHEUDLES. DEEP SEAL TRAP NEGATIVE STATIC PRESSURE (DRAW((-THRU) B= AT LEAST ONE.(1) INCH PLUS CASINGOSTATIICLPRESS2AJ TOTAL �h�tIGHT OF TRAP= A+B+(1.5 x PIPE DIA NO SCALE RETURN/TRANSFER/EXHAUST AIR GRILLE TURNING V PAINT INSID BOX WITH T COATS OF F BLACK PAIN AIRFLO 7-TURN DUCT TO )NNECT TO TOP OR SIDE FIVE -SIDED PLENUM )X. REFER TO FLOOR _ANS FOR SIZE. PROVIDE FIVE -SIDED, EXTERNALLY INSULATED PLENUM BOX FOR DUCT 5PNNECTION TO GRILLE. 3RILLE. REFER TO AIR )EVICE SCHEDULE. CEILING GRID. NO SCALE CONICAL SPIN -IN FITTING WITH VOLUME EXTRACTOR AND BALANCING DAMPER LENGTH IS 6 FEET. THE TOTAL EXTENDED LENGTH SHALL NOT EXCEED 5% OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED. WHERE DUCT RUNOUT EXCEEDS 6 FEET, RIGID ROUND DUCT WITH EXTERNAL INSULATION SHALL BE USED ON DISTANCE OVER 6 FEET. i IFS -' -` SUSPEND ELBOW FROM STRUCTURE DUCT CLAMP AL � �D�UCT, TEERIM BAEEN�DggSTEEAFTEROUTIGHTENINIGG THERMDAFLEX,LFLEXFLSUPPORT W EL BOW.SYSTEM, INSULATED FLEXIBLE DUCT DUCT CLA SEAL i 1-1/2" INSULATION WITH VAPOR BARRIER COVERING TOP SIDE OF DIFFUSER FROM NECK TO CEILING AND SEALED TO DUCT INSULATION. NO SCALE EXHAUST FAN SUPPORT fKlATTACH TO / PROVIDE A BUILDING STRUCTURE. MINIMUM OF FOUR ANGLES OR FACTORY MOUNTING 1 /4" THREADED ROD. BRACKET(S) VERIFY WITH FAN FOR HANGING MANUFACTURER ROD FOR FAN WEIGHT. EXHAUST ATTACHMENT. FAN I FOR FANS UNDER 160 LBS. PROVIDE ISOLATOR BUSHINGS AT ROD/FAN —>::4,4 INTERFACE. PROVIDE DUCT FACTORY CEILING TRANSITION AS GRILLE. REQUIRED. CEILING AIRFLOW NOTE: EXHAUST DUCT. FAN TO BE DIRECTLY REFER TO SUPPORTED FROM BUILDING HVAC FLOOR STRUCTURE ABOVE AND AIRFLOW PLANS FOR NOT FROM CEILING. SIZE. NO SCALE CONDENSING UNIT SUPPORT PROVIDE CONDENSER FAN GUARD ALL SCREWS SHALL BE #14 GASKETED WASHER STAINLESS STEEL SCREWS. CONDENSING UNIT PROVIDE CONDENSER COIL GUARDS PROVIDE CONTINUOUS 16 GAUGE STAINLESS STEEL STRAPS (THREE PER SIDE.) 1" THICK NEOPRENE PAD(S) MINIMUM 4" THICK CONCRETE PAD AT SAME ELEVATION AS LOWEST CONDITIONED INDOOR FLOOR. PAD TO EXTEND A MINIMUM OF 12" PAST UNIT IN ALL DIRECTIONS. J W F LL w a f IIIuj Wy ° o a .. o w won o00 J _ W ,n Q � ¢¢W W IIIWol v� �>F 3 LW a J M N W I p U 8.6 M ii •6 Q � UWF wZFoNY-f op C W KEN a Y LL� m i W _ Z L Z U ~0.20 O W a N �� w W v! Z ��^^ vJ Z J W V Q W L.L 0 = m W u- W W W ~ui Z J J N 0W } LL ZU Q IL W 0 \ N U v� THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISGkImA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT o PKI Ts �_, s �fuvllf;J��A N4& • 1' LLO, PE FL. R86i NO.w81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME HVAC DETAILS NO SCALE SHEET NUMBER M5-1 I Il I i afifin rArmDuA prAhr _ r..LB QDQATRC.S 80=013 m."®B©.■u©©®® ©© TAG I OPTION II 1BACKSPLASH 56.50' High X 48A0' Long 430 SS Vertical ® GREASE DUCT & CHIMNEY SPECIFICATI❑NSI PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'DW' ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL 'DW' IS LISTED TO UL-1978 AND IS INSTALLED USING 'V' CLAMP LOCKING C❑NNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL 'DW' DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTI❑N AND EVERY 12, ON CENTER, PER MANUFACTURES LISTING MODEL 'DW' HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16' PER 12', H❑RIZ❑NTAL RUNS MORE THAN 75 FT, CAN BE SLOPED 3/16' PER 12'. DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATI❑N IN H❑RIZ❑NTAL RUNS. IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221 OR UL-103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'DW- 2R, 2R TYPE HT, 3R, OR 3Z' ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. CAPTIVEAIRE SYSTEMS RECOMMENDS THE USE OF LISTED, PRE -FABRICATED ROUND GREASE EXHAUST DUCT TO REDUCE STATIC PRESSURE IN THE SYSTEM, MINIMIZE INSTALLATION AND INSPECTION TIMES, AND ENSURE DUCT IS LIQUID TIGHT VERIFY CEILING HEIGHT HEIGHT REOIDRED TO VERPY THAT HOOD FITS SPACE MO TO SIZE THE ENCLOSURE PANELS HVAC DISTRIBUTION NOTE HIGH VELOCITY DIFFUSERS OR HVAC RETURNS SHOULD NOT BE PLACED WITHIN TEN (10) FEET OF THE EXHAUST HOOD. PERFORATED DIFFUSERS ARE RECOMMENDED. CUSTOMER APPROVAL TO MANUFACTURE: Appe d as NoWd ❑ Append WO No E"wlim Tdsn ❑ It I and Rembrrdl ❑ SK*mn E Your TOM o� ® GREASE DUCT & CHIMNEY SPECIFICATIONS - PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'DW' ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL 'DW' IS LISTED TO UL-1978 AND IS INSTALLED USING 'V' CLAMP L❑CKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL 'DW' DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12, ON CENTER. PER MANUFACTURES LISTING MODEL 'DW' HORIZ❑NTAL RUNS LESS THAN 75 FT, CAN BE SLOPED 1/16' PER 12', HORIZ❑NTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16' PER 12'. DUCT SHOULD BE SLOPED AS MUCH AS P❑SSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATI❑N IN H❑RIZONTAL RUNS. IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PR❑VIDE UL-2221 OR UL-103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO CAPTIVEAIRE SYSTEMS MODEL 'DW- 2R, 2R TYPE HT, 3R, OR 3Z' ROUND 20 GAUGE 430 STAINLESS INNER DUCT INSULATED WITH A 24 GAUGE 430 STAINLESS OUTER SHELL. CUSTOMER APPROVAL TO MANUFACTURE: Appowd as NoW ❑ ApWwad wRh NO EaospUm Tdun ❑ rod" and RssdxrR ❑ SKIATURE Year TRIO D.A. HIGH TOP GASKET TO SEAL THE FAN TRANSITION PLATE. VENTED am low TE180BNTD7L FAL M DUCT IS FULLY WELDED TTRARSIT= PLATE, AL On TEVEIL TO THE OTHER V LAYER OF INSULATION FACTORY K STANDOFF. 24' -�- 24' 4' O'Nom./4' 0.50'11D PLAN VIEW - O 4 0.00 LONG 4212 LL EXHAUST RISER 10' SS BAFFLE WITH HANDLES IT IS THE RESPONSIBILITY I3F THE ARCHITECT/OWNER TO ENSURE THAT THE FOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP 42' 4 2' X UN R G .E '". EO BACKSPLASH 56.50' HIGH 8.0' MIN X 48.00' LONG 26.0' MAX I 56 1/2' EQUIPMENT 47 1/4' BY OTHERS SECTION VIEW - MODEL 4212BLL HOOD - 1 SYSTEM Tap I TYPE I SIZE FLOW — NO. POINTS SYSTEM iETOIN ON HIODD I An.A R102 34 2 Wall U" Cobkwt Left WA FIRE SYSTEM TAG TYPE SIZE SUPPLIED BY NIL I Me0.*.l 1750 CWVII.Alre Systems FIRE SYSTEM NO. TAG KEY NIBNBER - PART DESCRIPTION QTY. BY FACTORY QTY. BY DIST. 0 - 0 - 35-IMO RESET RELAY - Manwl Reset FM/UL (MVAMD (CAS# 35-1210, 835) 1 0 0 - 0 - Tw* Strap Tank Strop - used for ANSUL Tanks 1 0 0 - 0 - LUCTAWBRAl7CET Tank Bracket for fire system tank Inata"tlon In utOty cobhets 1 0 1 - 1 - AT - 3.0 TANK(#IB) - 3.0 G%Uon SS Tnnk (for use with Automan Release, Actuator, or SS Enclosure QX-4=) Match # M-429862 1 0 3 - 3 - ANS-OEM REGULATED RELEASE - ArdRA ted MschwAml Ralease/Bracket Assembly. OEM, R-102, Cortrfte Datectbm lnduded, AnsuR Pnrt # 79493 1 0 3 - 3 - LM-3A AGENT - AnvAex Low PH Wet CMMNcaI Agent, 3 GnUon (UL) 79372 0 1 7 - 7 - IM-20 CARTRIBGE - Carbon llol 001-20, 3 GaUon Cw-W4dge (R-102) 0 1 1 10 - 10 - TLIK LINK - Test Lb* U test Wok) Ansui Part # 24916, Macoln # 20-24916 0 1 11 - 11 - MICRO-SDA MICROSWITCH KIT- Includes 2 switches and Nountkq Hardware. S Dual Electric Switch, Or* Standard Switch, One Atorm Duty SHdtch AnsNi Part # 4371 Nacota # 08-437155 1 0 27 - 27 - WSA-1/2 PULLEY SEAL - 1/2' Hood Sent QU Msul Part # 42 W, "main # 32-79768 1 0 34 - 34 - RPS-A REMOTE PULL STATION - Red composite (wt*xp t wire rape) 434619 (old Macola 006-4833) 1 0 35 - 35 - PELT PULLEY ELBOW - Low Ternµ Pulley Elbow, Set Screw Type ArmA Part 6 415670, Macdn # U-415671 0 O 36 - 36 - PE -HT PULLEY ELBOW - High Tarp Pulley Elbow. Carpresson Type, Ansul Port # 42325L Macola # 10-45771 1 0 �. I li w i �R —A rr— L " rV An VAMM" _ r-LAOOOQQGC FAN IB(1T TAG FAN UNIT MODEL • CFM ESP. RPM H.P. BJiP. 1 I 1 VOLTFLA VELOCITY SONES NO 1 DU33HPA 1 600 1 I = 1 IW7 1 &M 02420 1 1 US 1 4.4 1 297 FPM 1 69 152 FAU narrnvo FM UNIT TAG OPTION aft. - Descr.) NO 1 I - Crease Hox FM EXHAUST SUPPLY UNIT TAG GREASE GRAVITY I WALL SIDE GRAVITY NOTO<tI2ED I WALL NO. CLIP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 YES 2! 19 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURESI - IOIEC► Blow CONSTRUCTION mD IELTS/pUL YD - ROOF MOUNTED FANS - RESTAINMIT MODEL LL703 MO ULM MO U.C-Sm VARIABLE SPEED CONTRa INTERNAL WOUND - WEAT)ERFRODF OSC00ECT - THERMAL OVERLOAD PROTECTION CSINLE PHASE) - FROM HEAT OPERATION 30M 04M CREASE CLASSIFICATION TESTING MA711ML TEIPEeATHiE TNS'r R EMAUST FAN MAST OETATE CONTINUOUSLY WNLE EDAUSTL6 AM AT 300i 04rD UNTIL ALL FAN PARTS HAVE REACTED THERMAL EOULE RDR6 AND WITHOUT ANY RETi7U0ATI G EFFECTS TO THE FAN WHICH HOLD CAUSE UNSAFE O'FFATIOL ADMRUNAL n AM -IV TEST E70AUST FAN MUST OPERATE COR/AAJOUSLY WHILE EXHAUSTING NOIOU CREASE VAPORS AT GIST CI6'C FOR A POUR OF 13 MOAUTES WITHEW THE FAN IECO@NG DATA® TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS GREASE BOX. •��Zmoo a, uj 'n °' w V jM,w IIIWalP N e� U, O U j e o wA pmj� U S ` U. U.U. lT Wm 0 C 6 <�a,W Y ZE a. W.... z Z (') O v, H W �_ QQ.FD pFIL F S W VJ Z U) z J W V Q 1- W o = m W LL � W W ~ Z u J J N 0W LL Z U T} O Q w W N T U Q � Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM FLEISCHMAN I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS IMPLY WITH ALL RELEVANT BUILDING CODES s�Fs • 10 r No.� 14; 6 _ F : (:/ .l ONAn- MICHA4 E k 60STELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME HVAC DETAILS SHEET NUMBER M5-2 AIR DEVICE SCHEDULE AIR DEVICE TAG SAD1 SAD2 SAD3 RADII TAD1 EAL1 EAR1 OAL1 OAR1 DG1 SERVICE TYPE SUPPLY AIR SUPPLY AIR SUPPLY AIR RETURN AIR TRANSFER AIR EXHAUSTAIR EXHAUST AIR OUTSIDE AIR OUTSIDE AIR TRANSFER AIR DESCRIPTION 3QUARE PLAQUE SPIRAL DUCT LOUVERED LOUVERED GRILLE LOUVERED GRILLE WIND -DRIVEN RAIN ROOF CAP WIND -DRIVEN RAIN ROOF CAP LOUVERED DIFFUSER GRILLE DIFFUSER (MINUS FILTER) (MINUS FILTER) HURRICAN LOUVER HURRICAN LOUVER DOOR GRILLE NECK ROUND RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR RECTANGULAR ROUND RECTANGULAR ROUND RECTANGULAR AIR FLOW PATTERN 4-WAY 2-WAY 2-WAY 1-WAY 1-WAY 1-WAY 4-WAY 1-WAY 4-WAY 1-WAY BLADES/VANES FIXED ADJUSTABLE ADJUSTABLE FIXED FIXED FIXED NONE FIXED NONE FIXED MATERIAL ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM ALUMINUM FINISH WHITE WHITE WHITE WHITE WHITE SEE NOTES SEE NOTES SEE NOTES SEE NOTES SEE NOTES DAMPER RADIAL OPPOSED BLADEDPPOSED SLADE OPPOSED BLADE OPPOSED BLADE NONE NONE NONE NONE NONE MANUFACTURER PRICE PRICE PRICE PRICE PRICE GREENHECK COOK GREENHECK COOK PRICE MODEL ASPD SDGE 620 630 630 EHH-601D PR EHH-601D PR ATGH NOTES 1,2,4 1,2,4 1,2,4 1,2,3,4 1,2,3,4 1,2,5,6 5,6,7,8 1,2,5,E 5,6,8 1,2,5,E NOTES: 1. PROVIDE FRAMES/FLANGES AS REQUIRED FOR CEILING/WALL CONSTRUCTION AND AS SELECTED BY ARCHITECT. 2. AIR DEVICE TO BE SELECTED AT A MAXIMUM NOISE CRITERIA OF 25 NC. 3. FACE OF AIR DEVICE TO BE HINGED AND CAPABLE TO FLIP DOWN FOR INTERNAL CLEANING. 4. PROVIDE MANUAL BALANCING DAMPER WHICH IS ADJUSTABLE FROM FACE OF AIR DEVICE. 5. COLOR TO BE SELECTED BY ARCHITECT. 6. PROVIDE REMOVABLE BIRD SCREEN. 7. PROVIDE BACKDRAFT DAMPER. 8. PROVIDE MINIMUM 14" HIGH ROOF CURB. FAN SCHEDULE FAN TAG - EF-1 EF-2 EF-3 EF-4 EF-5 EF-6 EF-7 SERVICE TYPE - EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR AIR FLOW - MAXIMUM CFM 100 50 50 100 50 50 100 EXTERNAL STATIC PRESSURE IN WG 0.5 0.5 0.5 0.5 0.5 0.5 0.5 FAN TYPE - CEILING CEILING CEILING CEILING CEILING CEILING CEILING DRIVE TYPE - DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT DIRECT MOTOR WATTS/HP 57.9/- 32/- 32/- 57.9/- 32/- 32/- 57.9/- SPEED RPM 797 834 834 797 834 834 797 SOUND SONES 2 1.5 1.5 2 1.5 1.5 2 VOLTAGE V/PH/HZ 115/1/60 115/l/60 115/1/60 115/l/60 115/l/60 115/l/60 115/1/60 WEIGHT LEIS 13 12 12 13 12 12 13 MANUFACTURER COOK COOK COOK COOK COOK COOK COOK MODEL - GC-186 GC-148 GC-148 GC-186 GC-148 GC-148 GC-186 NOTES - ALL ALL ALL ALL ALL ALL 1-4,6 NOTES: 1. PROVIDE DISCONNECT. 2. PROVIDE FACTORY BACKDRAFT DAMPER, PROVIDE DETAIL OF IT IN SUBMITTALS. FAN REFECTED IF NOT INCLUDED. 3. PROVIDE SOLID STATE SPEED CONTROLLER. 4. PROVIDE WHITE ALUMINUM GRILLE. 5. INTERLOCK WITH LIGHTS AND 10 MINUTE 11ME DELAY SWITCH PROVIDED BY ELECTRICAL CONTRACTOR. 6. PROVIDE LINE VOLTAGE THERMOSTAT. nil DIRECT EXPANSION SPLIT SYSTEM SCHEDULE AIR HANDLING UNIT TAG - AHU-1 AHU-2 AHU-3 DX COOLING COIL LOCATION - BEFORE FAN BEFORE FAN BEFORE FAN NOMINAL TONNAGE TONS 10 6.0 6 TOTAL CAPACITY BTUH 108,230 68,436 68,736 SENSIBLE CAPACITY BTUH 84568 51,602 51519 LATENT CAPACITY BTUH 23,662 16,834 17,217 ENT. AIR TEMP (DB/WB) DEG F/DEG F 74.3/62.7 77.6/65.1 77.3/65.1 LVG. AIR TEMP (DB/WB) DEG F/DEG F 52.2/51.9 54.9/54.2 55.1/54.4 COOLING COIL (MAX(MAX) ROWS/FINS PER INCH 4/17 3/17 3/17 COOLING COIL MAX FACE VELOCITY FPM 288 234 239 ELECTRIC STRIP HEATER LOCATION - AFTER FAN AFTER FAN AFTER FAN TOTAL CAPACITY KW/STEPS 25 15 15 ENT. AIR TEMP (DB) DEG F 70 70 70 LVG. AIR TEMP (DB) DEG F 86.5 86.6 86.2 SUPPLY AIR FLOW CFM 3,600 2,150 2,195 RETURN AIR FLOW CFM 3075 1820 1855 OUTSIDE AIR FLOW CFM 525 330 340 FILTRATION M E RV 8 8 8 FILTRATION MAX FACE VELOCITY FPM 450 450 450 EXTERNAL STATIC PRESSURE IN WG 1.25 0.75 0.6 TOTAL STATIC PRESSURE IN WG 1.46 0.85 0.7 DRIVE TYPE - BELT BELT BELT EVAPORATOR FAN TYPE - FC FC FC EVAPORATOR FAN MOTOR HP/BHP 3.0/2.24 1.5/0.86 1.5/0.82 EVAPORATOR FAN SPEED RPM 950 787 780 UNIT MCA AMPS 79 47 47 UNIT MOCP AMPS 80 50 50 VOLTAGE V/P H/HZ 208/3/60 208/3/60 208/3/60 WEIGHT LBS 495 409 409 MANUFACTURER - LENNOX LENNOX LENNOX MODEL - ELA120S4D ELA072S4S ELA072S4S AHU NOTES - ALL ALL ALL AHU NOTES: 1. POTENTIAL BIDDING MANUFACTURERS SHALL PROVIDE IN THEIR SUBMITTAL A COPY OF THIS SCHEDULE WITH THEIR PROPOSED VALUES FOR REVIEW BY ENGINEER. SUBMITTAL SHALL BE REJECTED IF THIS SCHEDULE IS MISSING. CONTACT ENGINEER FOR BLANK SCHEDULE. 2. PROVIDE STRAIGHT COOL SYSTEM. 3. PROVIDE SINGLE POINT POWER CONNECTION. 4. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR. 5. PROVIDE REMOTE MOUNTED PROGRAMMABLE THERMOSTAT, 24 HOUR/7-DAY TYPE. 6. PROVIDE FOIL FACED INSULATION. 7. PROVIDE IAQ TYPE DRAIN PAN, POSITIVELY SLOPED IN TWO DIRECTIONS. CONDENSING UNIT TAG - CU-1 CU-2 CU-3 NOMINAL TONNAGE TONS 10 6.0 6 NO. OF COMPRESSORS - 2 1 1 NO. OF CONDENSER FANS - 2 1 1 EER - 11.2 12 12 SEER - - - - REFRIGERANT TYPE - R410A R410A R410A UNIT MCA AMPS 30 24 24 UNIT MOCP AMPS 40 40 40 VOLTAGE V/PH/HZ 208/3/60 208/3/60 208/3/60 WEIGHT LEIS 480 318 318 MANUFACTURER - LENNOX LENNOX LENNOX MODEL ELS120S4D ELS072S4S ELS072S4S CU NOTES ALL ALL ALL CU NOTES: 1. POTENTIAL BIDDING MANUFACTURERS SHALL PROVIDE IN THEIR SUBMITTAL A COPY OF THIS SCHEDULE WITH THEIR PROPOSED VALUES FOR REVIEW BY ENGINEER. SUBMITTAL SHALL BE REJECTED IF THIS SCHEDULE IS MISSING. CONTACT ENGINEER FOR BLANK SCHEDULE. 2. PROVIDE SINGLE POINT POWER CONNECTION. 3. DISCONNECT PROVIDED BY ELECTRICAL CONTRACTOR. 4. MANUFACTURER TO REVIEW REFRIGERANT PIPING DISTANCE REQUIREMENTS AND SIZE PIPING AND ACCESSORIES AS REQUIRED FOR LINE LENGTH. REDUCE EQUIPMENT CAPACITIES AS MAY BE REQUIRED. 5. PROVIDE CONDENSER COIL GUARDS. 6. PROVIDE LOW AMBIENT TEMPERATURE CONTROLS. -Ma �o m M ZMnco o J O to Ao aml-i d W Z ~o =oot LL W W W f WU H o a Z Qom c o »W III0P W3 Z ,Q V 4A W J -o W joo p U 0 t0 eo U LL Q Z W LL N N o' to m C m ' a YLLmao E ZL �K W•XX-- ~WaSL' Z U Or w VJ Z �/) vz W T� y V Q W I.L o m W u- /= I..L W W � Z J -� N 0 W } LL z Q c) a w O N U rQ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT _ERIOR WRITTEN PERMISSION FROM rSL'.tllOAd�AC A- I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING ODES PERMIT s., Dp au"o %�/TS o No. 81436 T E �11- OR A IVIIabIA€�tA.tGb�STELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 I REVISIONS I SHEET NAME HVAC SCHEDULES SHEET NUMBER M6-1 PLUMBING ABBREVIATIONS ABV ABOVE ACOUS ACOUSTICAL ADD ADDENDUM ADDL ADDITIONAL AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECT/ARCHITECTURAL AUTO AUTOMATIC BFF BELOW FINISHED FLOOR BLDG BUILDING BTU BRITISH THERMAL UNITS CAP CAPACITY CLG CEILING CO CLEAN OUT COL COLUMN COMB COMBINATION CONC CONCRETE COND CONDENSATE CONN CONNECT CONST CONSTRUCTION CONTR CONTRACT/CONTRACTOR COORD COORDINATE CTR CENTER CV CHECK VALVE CW COLD WATER CW CLOCKWISE DET DETAIL DIA DIAMETER DIV DIVISION DN DOWN DBP DOMESTIC WATER BOOSTER PUMP DWG DRAWING EA EACH ELEC ELECTRICAL ELEV ELEVATION EQ EQUAL EQUIP EQUIPMENT EXIST EXISTING EXP EXPANSION EXPJT EXPANSION JOINT EXT EXTERIOR FCO FLOOR CLEAN OUT FD FLOOR DRAIN FL FLOOR FLG FLANGE FS FLOOR SINK FT FOOT/FEET FLIT FUTURE GA GAGE/GAUGE GC GENERAL CONTRACTOR GENL GENERAL GPH GALLONS PER MINUTE HB HOSE BIB HD HEAD HORZ HORIZONTAL HP HORSE POWER HTG HEATING HW HOT WATER HYD HYDRANT ID INDIRECT IN INCH INSUL INSULATION INT INTERIOR INV INVERT JT JOINT LB POUND LB/HR POUNDS PER HOUR LF LINEAL FOOT LOC LOCATION MAN MANUAL MATL MATERIAL MAV MANUAL AIR VENT MAX MAXIMUM MBH ONE THOUSAND BTU PER HOUR MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MTR MOTOR NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NUMBER NO NORMALLY OPEN NOM NOMINAL NTS NOT TO SCALE 0 OXYGEN OF OVERFLOW OPNG OPENING ORD OVERFLOW ROOF DRAIN PD PRESSURE DROP PLBG PLUMBING PRESS PRESSURE PRV PRESSURE REDUCING VALVE PSI POUNDS PER SQUARE INCH PSIG POUNDS PER SQUARE INCH GAUGE RD ROOF DRAIN REC RECESSED RED REDUCER REQD REQUIRED RM ROOM RPM REVOLUTIONS PER MINUTE RW RAIN WATER SF SQUAREFOOT SAN SANITARY SCHED SCHEDULE SECT SECTION SF SQUAREFOOT SHT SHEET SIM SIMILAR SLV SLEEVE SM SURFACE MOUNT SPEC SPECIFICATION SQ SQUARE STD STANDARD STRUCT STRUCTURAL SUCT SUCTION SUSP SUSPENDED TDR TRENCH DRAIN TEMP TEMPERATURE TYP TYPICAL UG UNDERGROUND VC VACUUM VEL VELOCITY VERT VERTICAL VOL VOLUME VTR VENT THROUGH ROOF W WASTE WCO WALL CLEAN OUT WH WALL HYDRANT PLUMBING SYMBOLS 0 REVISION NUMBER - SHOWN ON PLANS ---NUMBER OF DETAIL ON SHEET �-NUMBER OF SHEET WHERE DETAIL APPEARS 1O KEYNOTE 1 CONTINUATION SYMBOL Room ROOM NAME AND NUMBER 2" PIPE SIZE TAG (DIAMETER) ABOVE GROUND PIPING PIPE SLOPE TAG 1/8" 112" SLOPE BELOW GROUND PIPING LNV. ELEV:-5' -1" PIPE INVERT ELEVATION TAG CD CONDENSATE DRAINAGE CW - DOMESTIC COLD WATER F-CW - DOMESTIC COLD WATER -FILTERED H-CW - DOMESTIC COLD WATER -HARD S-CW - DOMESTIC COLD WATER -SOFT - - - - HW - - - - DOMESTIC HOT WATER - - - - HW 140° - - - - DOMESTIC HOT WATER 140° --------- CHW --- DOMESTIC HOT WATER -CIRCULATING ----- CHW 140° ----- DOMESTIC HOT WATER -CIRCULATING 140° -----V----- SANITARY VENT - - - - - V - - - - - EXISTING SANITARY VENT - - - - V - - - - - EXISTING SANITARY VENT TO BE REMOVED SS SANITARY SEWER SS - - - - - SANITARY SEWER BELOW SLAB SS EXISTING SANITARY SEWER - - - - - SS - - - - - EXISTING SANITARY SEWER BELOW SLAB - - - SS - - - - EXISTING SANITARY SEWER TO BE REMOVED PIPE DROP i--PIPE RISE -PIPE TEE AP 4" 4" 2" LUG 4" REDUCING 45 DEGREE TEE 45 DEGREE TEE LOOR DRAIN FIXTURE DRAIN SIZE 6" FD-2 DRAIN TAG TYPE (SEE SCHEDULE) X" V UP THRU FLOOR ROOF DRAIN FIXTURE DRAIN SIZE 4" RD-1 4" RD-1 DRAIN TAG TYPE (SEE SCHEDULE) O PLUMBING FIXTURE �_TYPE PLUMBING FIXTURE TAG (SEE SCHEDULE) 0- DOMESTIC WATER METER - of FLOW MEASURING AND BALANCING DEVICE - BALL VALVE - CHECK VALVE - THREE WAY VALVE PRESSURE REDUCING VALVE - BUTTERFLY VALVE PLUMBING GENERAL NOTES 1. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS TO BE INTERPRETED AS 35. WHERE PLUMBING SERVICES ARE REQUIRED FOR EQUIPMENT FURNISHED UNDER OTHER TRADES OR PROVIDED BY THE MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL OWNER (OFCI), THE CONTRACTOR WILL DETERMINE ACCURATE ROUGHING REQUIREMENTS IN ADVANCE OF WORK, SET SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. H P Q THE SEPARATE DIVISIONAL CONTRACT DOCUMENTS DO NO R T RELIEVE THE EQUIPMENT IN P Q LACE AND MAKE NECESSARY SERVICE CONNECTIONS. PROVIDE ACCESSORIES AS REQUIRED. CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DIVISIONAL CONTRACT DOCUMENTS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL DOCUMENTS AND TRADES TO ASSURE A 36. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND ROUGHING DIMENSIONS OF ALL PLUMBING FIXTURES, COMPLETE AND FUNCTIONAL SYSTEM IS BID AND INSTALLED. DRAINS, ETC. 2. REFER TO PLUMBING BOOK SPECIFICATIONS FOR MORE PROJECT REQUIREMENTS AND INFORMATION. 37. ALL FLOOR DRAINS IS TO BE SERVED BY AN APPROVED GRAVITY TYPE TRAP PRIMER. 3. THE CONTRACTOR IS TO OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND 38. PROVIDE 1/2" TYPE K SOFT COPPER SUPPLY LINE FROM TRAP PRIMER TO FLOOR DRAIN. PROVIDE CORROSION PROTECTION COMPLETE PLUMBING WORK. WHERE UNDERGROUND. 4. SUBMIT FULL SUBMITTALS OF ALL PLUMBING AN EQUIPMENT Q D MATERIALS R S TO THE ENGINEER FOR REVIEW, WHETHER IT IS 39. ALL HOSE BIBBS, WALL HYDRANTS AND HOSE END CONNECTIONS IS TO BE EQUIPPED WITH AN APPROVED INTEGRAL EXACTLY AS SPECIFIED OR NOT. WHERE ALTERNATE MANUFACTURERS ARE LISTED IN THE BOOK SPECIFICATIONS, ONE OF VACUUM BREAKER AND SHUT OFF VALVE LOCATED ABOVE THE CEILING. UNLESS OTHERWISE NOTED, ALL WALL HYDRANTS THOSE MANUFACTURERS WILL BE PROVIDED UNLESS A REQUEST FOR SUBSTITUTION HAS BEEN SUBMITTED PRIOR TO BID AND HOSE BIBBS IS TO BE INSTALLED 24" ABOVE FINISHED FLOOR OR GRADE. AND THE MANUFACTURER SUBSEQUENTLY IS LISTED AS AN ACCEPTABLE MANUFACTURER IN AN ADDENDUM. FOR ALL EQUIPMENT WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DESIGN DRAWINGS, PROVIDE WITHIN THE SUBMITTAL A 40. DIELECTRIC UNIONS WILL BE INSTALLED AT ALL CONNECTIONS OF DISSIMILAR METALS (SUCH AS COPPER TO GALVANIZED PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE DRAWINGS. FAILURE TO PROVIDE REQUIRED PERFORMANCE SCHEDULE WILL RESULT IN REJECTION OF THE ENTIRE SUBMITTAL. 41. ALL VENT PENETRATIONS THROUGH THE ROOF IS TO BE LOCATED A MINIMUM OF 10'-0" FROM ALL FRESH AIR INTAKES, 5. BIND COMPLETE SUBMITTALS IN A THREE RING BINDER(S) WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF DOORS, WINDOWS AND OTHER BUILDING OPENINGS. WHERE POSSIBLE, EXTEND VENT PIPE TO THE BACK SIDE OF BUILDINGS THE BINDER. CONTACT ENGINEER FOR PRIOR APPROVAL TO SUBMIT PDF EMAILED SUBMITTALS. SUBMIT ALL PLUMBING WITH SLOPED ROOFS. PRODUCTS SUBMITTALS ALL AT ONE TIME. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL. INDEX ALL ITEMS AS APPLICABLE. SUBMITTALS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL. ANY UNLISTED DEVIATIONS 42. STORM, SANITARY, VENT, GREASE BASE BID TO BE CAST IRON. PVC PIPING IS PROHIBITED TO BE INSTALLED FOUND DURING REVIEW WILL RESULT IN THE REJECTION OF THE ENTIRE SUBMITTAL. FOR ITEMS REVIEWED AND MARKED AT EQUIPMENT WHICH RECEIVES EQUIPMENT DISCHARGE TEMPERATURE ABOVE 120°F. PROVIDE DEDUCTIVE "REJECTED" OR "REVISE AND RESUBMIT", ONLY ONE ADDITIONAL RE -SUBMITTAL WILL BE REVIEWED TO VERIFY PRODUCT ALTERNATE FOR STORM, SANITARY, AND VENT TO BE PVC. WHERE SANITARY/GREASE WASTE SYSTEMS WILL COMPLIANCE WITH THE CONTRACT DOCUMENTS. SHOULD FURTHER SUBMITTALS BE REQUIRED BY THE ENGINEER TO VERIFY RECEIVE TEMPERATURE DISCHARGE GREATER THAN 120°F, THE CONTRACTOR IS TO PROVIDE CAST IRON THE SUBMITTAL WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, THE HOURLY RATE OF $150.00 WILL BE BILLED TO PIPING 10'-0" IN LENGTH AND THEN SWITCH TO PVC PIPING. THE CONTRACTOR FOR THE ENGINEER'S TIME SPENT ON THE REVIEW. 43. WATER PIPING TO BE COPPER L ABOVE GRADE AND 2" AND SMALLER. COPPER K FOR ALL BELOW GRADE AND 6. THE CONTRACT DOCUMENTS AND SUBMITTALS OF ALL TRADES WILL BE COORDINATED AND BE VIEWED IN CONNECTION ANY PIPING ABOVE GRADE OVER 2". PROVIDE DEDUCTIVE ALTERNATE FOR CPVC (CORZAN TYPE, FLOWGUARD AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION AND INSTALLATION OF ALL DEVICES AND NOT ACCEPTABLE TO OWNER). CPVC PIPING IS PROHIBITED ON HOT WATER SUPPLY OR RETURN LINES EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND WHICH RECEIVE WATER TEMPERATURE ABOVE 120°F. ELEVATIONS. 7. PLUMBING DRAWINGS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE PLUMBING SYSTEM COMPONENTS. UNLESS 44• PROPRESS OR PEX TYPE WATER PIPING IS NOT ACCEPTABLE. SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS WILL BE DETERMINED IN THE FIELD BY 45. INSULATE ALL DOMESTIC HOT WATER AND HOT WATER RECIRCULATION PIPING WITH FIBERGLASS WITH "ASJ" VAPOR BARRIER THE CONTRACTOR IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SUBMITTALS, AND JACKET AND 25/50 FIRE/SMOKE RATING; "FOR " PIPE, 1"PIPE, 2.5" FOR LARGER THAN 1-112' PIPE. SIMILAR CERTIFIED DATA. 46. CONDENSATE PIPING IS TO BE SEAMLESS TYPE "L" HARD COPPER TUBE AND IS TO CONFORM TO NSF 61 AND ASTM B 75, 8. THE SCHEDULING OF ALL WORK AND SHUTDOWNS OF ALL EXISTING SERVICES WILL BE COORDINATED WITH THE OWNER TO ASTM B 88, ASTM B 251 OR ASTM B 447. FITTINGS ARE TO BE COPPER OR COPPER ALLOY AND CONFORM TO NSF 61 AND THEIR SATISFACTION. THE OWNER RESERVES THE RIGHT TO DENY THE USE OF ANY TOOLS DUE TO NOISE. ASME B16.15, ASME B16.18, ASME B16.22, ASME B16.23, ASME B16.26 OR ASME B16.29. SOLDERED JOINTS TO BE MADE IN ACCORDANCE WITH THE METHODS OF ASTM B828. THE JOINING OF WATER SUPPLY TO BE 9515 LEAD FREE SOLDER AND 9. ALL PLUMBING EQUIPMENT INSTALLED OUTDOORS WILL BE SECURED TO ITS SUPPORT AS DETAILED BY THE STRUCTURAL THE SOLDER TO CONFORM TO ASTM B 32. ENGINEER FOR THE REQUIRED WIND LOAD DESIGN. 47. ALL CONDENSATE PIPING IS TO BE INSULATED WITH 3/4" THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. 10. ALL EXTERIOR EXPOSED MATERIALS WILL BE CONSTRUCTED OF NON-FERROUS MATERIALS AND BE PAINTED WITH TWO INSULATION EXPOSED TO THE OUTSIDE ENVIRONMENT TO BE UV RESISTANT. COATS OF RUST INHIBITOR PAINT. 48. GAS PIPING TO BE SCHEDULE 40, WROUGHT STEEL PIPE, WELDED AND SEAMLESS (ASME B36.10), WITH THREADED 11. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND CONNECTIONS. ALL GAS EQUIPMENT TO BE AGA APPROVED. THE INSTALLING SUBCONTRACTOR IS TO BE LICENSED FOR RECOMMENDATIONS. MAINTAIN ADEQUATE SERVICE SPACE AS REQUIRED. SERVICE SPACE WILL BE CLEAR OF DUCTS, THE INSTALLATION OF NATURAL GAS. GAS PIPING IS TO BE PAINTED WITH YELLOW "RUSTOLEUM" PAINT. GAS PIPING TO PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. BE HUNG TIGHT TO THE ROOF STRUCTURE, AS ON THE PLAN, AND SUPPORTED WITH HANGERS BY GRINNELL OR EQUAL. BRANCH TAPS TO BE MADE OFF OF THE TOP OF THE PIPING. CONNECTION AT EACH GAS APPLIANCE TO INCLUDE; AN 12. CONTRACTOR WILL COORDINATE AND PROVIDE ALL CEILING/FLOORIWALL ACCESS PANELS THAT MAY BE REQUIRED FOR INVERTED TRAP, A GAS COCK, A UNION, AND A DIRT LEG. THE INSTALLATION, INSPECTION, AND SERVICE OF PLUMBING EQUIPMENT WHETHER OR NOT IT IS SHOWN. ACCESS PANELS TO BE SELECTED BY THE ARCHITECT. 49. PROVIDE VALVES WHERE INDICATED ON PLAN AND NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. PROVIDE VALVES RATED FOR 125 PSI OR GREATER WORKING PRESSURE IN WATER PIPING. PROVIDE FULL PORT 13. ALL PLUMBING EQUIPMENT WILL BE LABELED WITH ENGRAVED, LAMINATED, PLASTIC SIGNS. SIGNS WILL BE 1/8" THICK BALL VALVES OR BUTTERFLY VALVES. BALL VALVES: NIBCO S-585-70; CHECK VALVES: NIBCO S-413; DRAIN VALVES: NIBCO AND A MINIMUM OF 1-3/4" HIGH WITH 1" HIGH LETTERS. LENGTH OF THE SIGN WILL BE THE SUM OF THE LETTERS/NUMBERS S-585-70-HC; BALANCING VALVES: NIBCO S-1710. PLUS 3/4" ON EACH END. EXTERIOR SIGNS WILL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. 50. VERIFY SIZES, LOCATION, INVERTS AND ELEVATIONS PRIOR TO INSTALLING ANY PIPING. 14. AT PROJECT COMPLETION, THE CONTRACTOR WILL PROVIDE A MINIMUM OF 80 HOURS OF TRAINING ON THE OPERATION 51. COORDINATE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF ALL PLUMBING EQUIPMENT WITH THE ELECTRICAL AND MAINTENANCE OF THE PLUMBING EQUIPMENT. DRAWINGS AND FURNISH EQUIPMENT WIRED FOR THE VOLTAGE SHOWN HEREIN. PROVIDE STATEMENT INDICATING THIS HAS OCCURRED WITH THE SHOP DRAWING SUBMITTALS. 15. CONTRACTOR WILL PROVIDE A ONE YEAR WARRANTY ON PARTS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. 52. SLOPE ALL STORM AND SANITARY PIPING 8" AND LARGER AT A MINIMUM SLOPE OF 1/16" PER FOOT. SLOPE ALL SANITARY PIPING 3" TO 6" AT A MINIMUM SLOPE OF 1/8" PER FOOT. ALL SANITARY PIPING 2-1/2" AND SMALLER TO BE SLOPED AT A 16. FOR SEALING OF PIPE PENETRATION THROUGH FIRE RATED WALLS, REFER TO ARCHITECTURAL CONTRACT DOCUMENTS. ALL MINIMUM OF 1/4" PER FOOT. RATED WALL PENETRATIONS WILL BE SEALED USING APPROVED UL DETAILS. 17. PROVIDE ADDITIONAL PIPING SUPPORTS ON BOTH SIDES AND WITHIN 18" OF FIRE RATED WALLS. PIPING WILL NOT BE 53. ALL EXPOSED PIPING UNDER ACCESSIBLE LAVATORIES TO BE INSULATED WITH PROTECTIVE UNDER -SINK PIPE COVERS AND PLUMBING ENCLOSURES AS MANUFACTURED BY TRUEBRO. SUPPORTED FROM ANY FIRE RATED WALL. 54• ALL SANITARY, VENT AND WATER PIPING IS TO BE TESTED BEFORE BEING CONCEALED IN ANY WAY. ALL JOINTS IS TO BE 18. ALL PIPING MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL. MADE DRIP TIGHT BEFORE BEING CONCEALED. DOMESTIC WATER PIPING TO BE TESTED AT 1-1/2 TIMES OPERATING PRESSURE OR 100 PSI, WHICHEVER IS GREATER. 19. ALL RATED WALL PENETRATIONS WILL BE MADE AT A 90° ANGLE. 20. HANGERS, ANCHORS AND SUPPORTS WILL SUPPORT THE PIPING AND THE CONTENTS OF THE PIPING. HANGERS AND 55. DISINFECT POTABLE WATER SYSTEM PER THE FLORIDA BUILDING CODE. PROVIDE DOCUMENTATION IN THE CLOSE OUT DOCUMENTS. STRAPING MATERIALS IS TO BE OF APPROVED MATERIALS THAT WILL NOT PROMOTE GALVANIC ACTION. PROVIDE PIPE SADDLES BELOW INSULATED PIPES. 56. PROVIDE PVC SLEEVE WITH LONG RADIUS ELBOWS FOR DOMESTIC COLD WATER PIPING ROUTED UNDER BUILDING'S FIRST FLOOR SLAB. 21. HANGERS AND ANCHORS IS TO BE ATTACHED TO THE BUILDING CONSTRUCTION IN AN APPROVED MANNER. 22. RIGID SUPPORT SWAY BRACING IS TO BE PROVIDED AT CHANGES IN DIRECTION GREATER THAN 45° FOR PIPE SIZES 4" AND 57. PROVIDE ALUMINUM JACKET ON PIPING INSULATION EXPOSED TO EXTERIOR AND PIPING INSIDE MEP ROOMS BELOW 7'0" AFF. LARGER. 58. TOILET & LAVATORIES: PROVIDE? ANGLE STOP VALVE, WALL FLANGE, CHROME PLATED AND BRAIDED STAINLESS STEEL 23. ANCHORAGE IS TO BE PROVIDED TO RESTRAIN DRAINAGE PIPING FROM AXIAL MOVEMENT. FOR PIPE SIZES GREATER THAN SUPPLY LINE. 4", RESTRAINTS IS TO BE PROVIDED FOR DRAIN PIPES AT ALL CHANGES IN DIRECTION AND AT ALL CHANGES IN DIAMETER GREATER THAN TWO PIPE SIZES. BRACES, BLOCKS, RODDING AND OTHER SUITABLE METHODS AS SPECIFIED BY THE 59. LAVATORIES & SINK TRAPS: PROVIDE 17 GUAGE, CHROME PLATED BRASS WITH WALL FLANGE AND NO CLEANOUT. COUPLING MANUFACTURER IS TO BE UTILIZED. 60. ALL EXTERIOR EXPOSED PIPING HANGERS TO BE STAINLESS STEEL. 24. PROVIDE ALL OFFSETS AND FITTINGS REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. MAKE CONNECTION TO SITE UTILITIES. COORDINATE WITH SITE UTILITY CONTRACTOR AS REQUIRED. 25. CONCEAL PIPING ABOVE CEILING, WITHIN WALL OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 26. PROVIDE AN AIR GAP WHEN WASTE CONNECTION IS REQUIRED TO BE INDIRECT, SERVICING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 27. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS IS TO BE CHROME PLATED. IF PIPING IS NOT AVAILABLE CHROME PLATED, PIPING IS TO BE PAINTED WITH CHROME COLORED PAINT. 28. PROVIDE CLEANOUTS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE - PLUMBING. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. WHEN OUTDOORS, PROVIDE CONCRETE ADJACENT TO CLEANOUT AS SHOWN ON THE DETAIL ON THE DRAWINGS. PROVIDE CLEANOUTS IN VERTICAL RISERS A MINIMUM OF EVERY THREE FLOORS. 29. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL DEVICES. PROVIDE INSULATED DRAIN PAN UNDER PIPING WHERE ABSOLUTELY NOT POSSIBLE TO AVOID. 30. ALL WALL MOUNTED LAVATORIES IS TO BE ATTACHED TO FLOOR MOUNTED CARRIERS DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF FIXTURE. ALL WALL HUNG WATER CLOSET BOWLS IS TO BE SUPPORTED BY A CONCEALED METAL CARRIER THAT IS ATTACHED TO THE BUILDING STRUCTURAL MEMBERS. THE CARRIER IS TO CONFORM TO ASME Al12.6.1 M OR ASME 112.6.2.A. WALL HUNG WATER CLOSET MUST BE CAPABLE OF SUPPORTING A LOAD OF 500 POUNDS AT THE END OF THE WATER CLOSET. ALL WALL HUNG URINALS IS TO BE SUPPORTED BY A CONCEALED METAL CARRIER THAT TRANSFERS THE WEIGHT OF THE URINAL TO THE FLOOR. 31. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY TO USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 32. SECURE THE BASE OF ALL WATER COOLERS TO THE WALL. CAULK ALONG TOP OF WATER COOLER TO WALL. 33. FOLLOW ADA GUIDELINES FOR ACCESSIBILITY TO PLACES OF PUBLIC ACCOMMODATION AND COMMERCIAL FACILITIES BY INDIVIDUALS WITH DISABILITIES. THESE GUIDELINES ARE TO BE APPLIED DURING DESIGN, CONSTRUCTION AND ALTERATION OF SUCH BUILDING AND FACILITIES TO THE EXTENT REQUIRED BY REGULATIONS ISSUED BY FEDERAL AGENCIES, INCLUDING THE DEPARTMENT OF JUSTICE, UNDER THE AMERICANS WITH DISABILITIES ACT (ADA), LATEST EDITION. 34. THE LOCATIONS OF ALL CLEANOUTS, VALVES, GAUGES, ETC. IS TO BE LOCATED FOR ACCESS AND/OR SERVICE IN REFERENCE TO THE FINISHED BUILDING. WALL CLEANOUT IS TO BE 18" A.F.F. AND FLOOR CLEANOUTS IS TO BE LOCATED WITHIN 12" OF AN ADJACENT WALL. PLUMBING CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2017 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: * FLORIDA BUILDING CODE 6TH EDITION (2017) - ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2017, FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 6.00 * FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ADOPTED. (1) EXCEPT AS SPECIFICALLY MODIFIED BY STATUTE OR BY THE STATE FIRE MARSHAL'S RULES, THE 'FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017)," WHICH IS COMPRISED OF THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2015 EDITION) AND THE FLORIDA SPECIFIC EDITION OF NFPA 1, THE FIRE CODE (2015 EDITION), ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S. IN ADDITION, THE FOLLOWING STANDARDS, EXCEPT AS SPECIFICALLY MODIFIED IN THE RULE CHAPTERS IN RULE TITLE 69A, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND WILL TAKE EFFECT ON THE EFFECTIVE DATE OF THIS RULE, AS A PART OF THE UNIFORM FIRE SAFETY STANDARDS ADOPTED BY RULE BY THE STATE FIRE MARSHAL AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S.: * NFPA 13, 2013 EDITION, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS * NFPA 54, 2015 EDITION, NATIONAL FUEL GAS CODE * NFPA 70, 2014 EDITION, NATIONAL ELECTRIC CODE * NFPA 72, 2013 EDITION, NATIONAL FIRE ALARM AND SIGNALING CODE OTHER: * AMERICAN SOCIETY OF PLUMBING ENGINEERS (ASPE) STANDARDS * LOCAL CODES AND ORDINANCES NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLUMBING DESIGN DRAWINGS COMPLY WITH THE ABOVE CODE CRITERIA. WHEN TWO OR MORE CODES OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT WILL APPLY. PLUMBING COORDINATION DRAWING REQUIREMENT PRIOR TO THE START OF CONSTRUCTION, CONTRACTOR WILL SUBMIT DETAILED PLUMBING COORDINATION DRAWINGS AT 1/4" =V-0" SCALE. THESE DRAWINGS ARE NOT TO BE CONFUSED WITH SUBMITTALS. THEY ARE NOT SUBMITTALS. THEY ARE A TOOL TO AIDE THE CONTRACTORS IN THE INSTALLATION OF THEIR SYSTEMS. DRAWINGS ARE TO INCLUDE, BUT NOT NECESSARILY BE LIMITED TO, THE FOLLOWING ITEMS: 1. PLUMBING ROOMS WITH ALL EQUIPMENT (FROM APPROVED SUBMITTALS) DRAWN TO SCALE. INDICATE SERVICE CLEARANCES. 2. WATER HEATER ROOMS WITH ALL EQUIPMENT (FROM APPROVED SUBMITTALS) DRAWN TO SCALE. INDICATE SERVICE CLEARANCES. 3. DETAILED FLOOR PLANS INDICATING ALL PLUMBING FIXTURES, PIPING, VALVES, AND ALL OTHER PIPING MOUNTED RELATED EQUIPMENT AND ACCESSORIES. 4. INDICATE FLOOR, WALL, AND ROOF PENETRATION SIZES THAT ARE REQUIRED FOR ALL PLUMBING EQUIPMENT. 5. SHOW MAJOR STRUCTURAL MEMBERS, MAJOR ELECTRICAL CONDUITS AND EQUIPMENT, AND MAJOR HVAC AND FIRE PROTECTION PIPING AND ACCESSORIES TO CONFIRM COORDINATION HAS OCCURRED. 6. AFTER PLUMBING COORDINATION DRAWINGS ARE COMPLETED AND REVIEWED BY THE DESIGN TEAM, ANY ADDITIONAL WORK REQUIRED IN ANY OF THESE TRADES TO PROVIDE SYSTEMS THAT DO NOT CONFLICT WITH EACH OTHER WILL BE PROVIDED BY THE CONTRACTOR AT NO COST TO THE OWNER. Sheet List Table Se«t Numbw Sh"t nw PO-1 PLUMBING GENERAL NOTES, LEGEND AND SPECIFICATIONS P2-1 PLUMBING FLOOR PLAN P2-2 PLUMBING ROOF PLAN P6-1 PLUMBING SCHEDULES AND DETAILS P7-1 PLUMBING RISER DIAGRAMS a d .� o M Oa0 M LL O m amG dw ZE3 W U_ w tr H w � C 2:w�oW III N E o U o U cd 44 Q U < LLZ�NYf co cm a a4_j E a Y <L �� �� W.x.- Z L 2 U ~CLR0LL O }rIL N x � R it W Z z J W T. V Q LL W �/ L.J.. O� = m W u_ � W W~ Z J N 0W ti z Q U = W 0 \ N U VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT RrIA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE P� -oi cr �- A 0.09 : 4 ,c "•' 7� �k�% ELLO, PE FL. REG�. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 I REVISIONS IJn I nATF I AInTPQ SHEET NAME PLUMBING GENERAL NOTES, LEGEND AND SPECIFICATIONS SHEET NUMBER PO-1 s _ L I 1 II 1 141 I I_ I L 111 'IF I L_ I I -- 3 i <f. , € { li I I , y , (1 J e . j' fi , ,d 4 3 5 l 1 _ ,t , i I P A-1 . t 3 t i e� WH 1 .a. VVELLNESSiHTNESS p( 8 � I$ t I.. 3f. FD-1 WH-1 109 11 O SHEET KEY NOTES: 1. 4" SANITARY FAIN. REFER TO CIVIL ENGINEER'S DRAWINGS FOR COORDINATION. I.E.= 36" BELOW FINISHED FLOOR DFU = 71 2. 2r DOMESTIC WATER MAIN. REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONTINUATION. I.E.= 36" BELOW FINISHED FLOOR. SFU = 87.5 3. 8" STORM LINE. REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONTINUATION. I.E.= 36" BELOW FINISHED FLOOR. GPM = 505 4. 4" GREASE LINE. REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONTINUATION. I.E.= 36" BELOW FINISHED FLOOR DFU=9 GREASE INTERCEPTOR CALCULATIONS MARK LENGTH (IN) WIDTH (IN) DEPTH (IN) # OF BOWLS TOTAL CU. IN ISINK A20 16 20 12 3 11520 A14 1 1728 TOTAL CU. IN 13,248 CU. IN. CAPACITY IN GALLONS (1-Gallon=231 Cubic Inches) 57.35 Gallons DRAINAGE LOAD. The fixture is normally filled about 75% of the capacity with water. The Items washed displace about 25% of the fixture content, thus the actual drainage load = 75% of the fixture capacity. 43.01 Gallons FLOW RATE. Time required to drain the fixture. In general, a 1 minute drain period is used. However, where conditions permit a 2 minute drain period may be use. Flow Rate =Drain Load /Drainage Period 43.01 GPM @ 1 Minute OTHER FIXTURES QTY GPM HAND SINKS 2 1.875 3.75 GPM FLOOR DRAINS/SINKS 3 0.75 2.25 GPM DISHWASHER 1 9 9.00 GPM TOTAL FLOW IN GPM (1 MINUTE DRAIN TIME) S Y: ! COMMUNITY 4 _ROOM OFFICE_ Cn 12m` j z / ITEM Al ITEM A4 I WH-1 I a� EWH 1 i ITEM A8 ITEM A26 _ ..� _ m x mpy _ e \ I V ( 6 A ES-1ES '� T =1 —1— ST—,—, ST t3 a ,�_w�....�....«.....; «.,...w.,.�«OFFiCE .... . _,... T—------- ---�_ _. — w ................. SONS FS-1 4„ 4 ---4�'_ 0— � -- — — --1 y ._ TORS" _ ITEM A14 Eb —»3ITEM A13 r11 --• TMV-1 OFFICE ck, a $. I 6 ff } b W ITEM A17 l 6 4n 6 __ __6 171 I I .. € E 3 � I a �..� ST IR I IOC --- --- --- --- --,- - -- --- K _ I S„ � 31 — — — — — — -__._ — — — — — — — — Lj' �, 2" 1 y» 3 I 2 I 2___ �-- E WC } 1 I -- I�, ., 1 ____._. �SSTOkAGE a» t n µ 11 a 1 It M 9-1 2 , , J/2 LOBBY Y2104 I 1 (( \ 3 N I 1 I 3 I . 1 4 1 cn Y ;DES CLUB lut), UO _ 8 I , 0 t -�_ A_N--------------4SAN4r- II — , IVVC 2 11 i I► 1 1 I EFQ ! 18 1) _ I I'I� — y ; y t SH-1 L 1 Y (/) '? CP , g 1 T 0 0 PLUMBING FLOOR PLAN (D 3/16" = V-0" M Jz �o00 amtaw `Q� Zr2 _ a ��w ii oC � 1' W ED o ZM f °�- W aC C.w■ O. ILL! V w 3: IIIWri ok 3 U 0 Imo U tT p W C n m da°mom z E ~W�0 o m _ S2 w U) z U) Z —� J W i- W o co W U- W W z J J N 0W L zU Q = a w O \ N CU U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT FROM I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERM s a T t a UO r 81 3 ik R P ..•" G� FS''•••°...'.°•° •�N �. '9 ONAL EN�:'' MICAAEUA!CbSTELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME PLUMBING FLOOR PLAN SHEET NUMBER P2-1 i n ROOF DRAIN CALCULATION Total Gallons/HR Exterior IN Parapet Parapet Wall Vertical Wall Area pf Cubic FT to to Roof sgft Wall Rainfall/HR Cubic FT Gallons/HR Hieght sqft Factor Roof/Par Gallons Gallons/min Perimeter to Feet/HR a et p • Zone 1 2010 96 5 480 0.5 2250 0.42 945 7.48 7069 118 Zone 2 1757 127 5 635 0.5 2075 0.42 871 7.48 6517 109 Zone 3 1888 135 5 675 0.5 2226 0.42 935 7.48 6992 117 Zone 4 2121 130 5 650 0.5 2446 0.42 1027 7.48 7684 128 Zone 5 1 645 1 102 1 1 1 102 1 0.5 696 0.42 292 7.48 2187 36 Z SQ 1 V 4A W J M o O o U 0 m0 U U cWi�a� m rn pR K N N <O d Y C Z L ~ S LU IL ~ m w ZONE 1_ ZONE 2 f U) Z J J LLI = O a o W __�_ Z LLILL E 1 j E LLJ LUI Z J .._ N OW i a. . ... ..............-.......... _... _._.._ _........ _____ _..._. _____.. .........._..... ... _.........._.. .._. _.. .......__. ............_ ....._........_ ....._........_ _....._ 3 L.L ZU = Q a O W E \ N 3 � r �a k - --•-- THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF __... - - - — - LEISCHMANGARCIA. NO PART OF THIS L'A WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM ARMA �- 'CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES ......... .. RU—I (645 SQFT.) ZONE 5�` PERMIT h � aSS/ONAI-'� ,a®♦ mid&Et At X36j TELLO, PE FL. REG. NO. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS SHEET NAME PLUMBING ROOF PLAN PLUMBING ROOF PLAN O 3/16• = V-0• SHEET NUMBER P2-2 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW MANUFACTURER/MODEL REMARKS WC-1 WATER CLOSET 4" 2" 1-1/2" - MANUFACTURER RIM VITREOUS CHINA WALL HUNG WATER CLOSET, 1.28 GPF, LOW CONPSUMPTION AMERICAN STANDARD 15" FLUSH VALVE WITH SIPHON ACTION ELONGATED BOWL. MODEL #2234.001 SOLID PLASTIC TOILET SEAT, ELONGATED OPEN FRONT MANUFACTURER LESS COVER WITH STAINLESS STEEL CHECK HINGE. ZURN PROVIDE BOLTS, CAPS, SUPPLY TUBE & ANGLE STOP MODEL #Z6000AV-HET VALVE. WC-2 WATER CLOSET 4" 2" 1-1/2" - MANUFACTURER RIM VITREOUS CHINA WALL HUNG WATER CLOSET, 1.28 GPF, LOW CONPSUMPTION AMERICAN STANDARD 17" FLUSH VALVE WITH SIPHON ACTION ELONGATED BOWL. ADA COMPLIANCE MODEL #3043.001 SOLID PLASTIC TOILET SEAT, ELONGATED OPEN FRONT MANUFACTURER LESS COVER WITH STAINLESS STEEL CHECK HINGE. ZURN PROVIDE BOLTS, CAPS, SUPPLY TUBE & ANGLE STOP MODEL #Z6000AV-HET VALVE. L-1 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" MANUFACTURER WALL HUNG VITREOUS CHINA 18" X 12" X 5" RECTANGULAR ADA COMPLIANCE AMERICAN STANDARD WALL HUNG LAVATORY. MODEL # 9024000EC.020 SINGLE LEVER LAVATORY FAUCET 1-WALL MOUNTED, MANUFACTURER CHROME FINISH. SYMMONS PROVIDE P-TRAP, SUPPLY TUBES AND ANGLE STOP MODEL #SWM-0153-2700 VALVES. L-2 LAVATORY 1-1/2" 1-1/2" 1/2" 1/2" MANUFACTURER UNDERMOUNT VITREOUS CHINA WALL MOUNT LAVATORY WITH AMERICAN STANDARD SINGLE FAUCET HOLE & FRONT OVERFLOW. MODEL #0496.221 SINGLE LEVER LAVATORY FAUCET 1-FAUCET HOLE, MANUFACTURER BRUSHED NICKEL FINISH AMERICAN STANDARD PROVIDE P-TRAP, SUPPLY TUBES AND ANGLE STOP MODEL #7413101.295 VALVES. UR-1 URINAL 1-1/2" 1-1/2" 1/2" 1/2" MANUFACTURER WALL HUNG VITREOUS CHINA WALL HUNG URINAL WITH 3/4" TOP AMERICAN STANDARD SPUD. PROVIDE SENSOR OPERATED FLUSHOMETER WITH MODEL #6590.001 3/4" SPUD CONNECTION, HIGH BACK PRESSURE VACUUM MANUFACTURER BREAKER IN SHROME FINISH. PROVIDE WALL CARRIER ZURN MODEL #ZER6003AV-ULF-CP UR-1 URINAL 1-1/2" 1-1/2" 1/2" 1/2" MANUFACTURER WALL HUNG VITREOUS CHINA WALL HUNG URINAL WITH 3/4" TOP AMERICAN STANDARD SPUD. PROVIDE SENSOR OPERATED FLUSHOMETER WITH MODEL #6590.001 3/4" SPUD CONNECTION, HIGH BACK PRESSURE VACUUM MANUFACTURER BREAKER IN SHROME FINISH. PROVIDE WALL CARRIER ZURN MODEL #ZER6003AV-ULF-CP SH-1 SHOWER 2" 1-1/2" 1/2" 1/2" MANUFACTURER HEAD SINGLE LEVER PRESSURE BALANCED SHOWER VALVE ADA AMERICAN STANDARD 78" WITH TEMPERATURE LIMIT STOP, HANDHELD SHOWERHEAD MODEL # T722.507 WITH 60" BRAIDED STAINLESS STEEL HOSE, 24" SLIDE BAR, MANUFACTURER AND ADJUSTABLE HOT WATER LIMITING STOP. AMERICAN STANDARD MODEL #1660.772 EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1/2" 1/2" ELKAY LOW +36" SPLIT LEVEL WALL MOUNTED WATER COOLER RATED AT #EZSTL8C HIGH +41" 8 GPH OF 50° F. WATER AT 80° F. INLET TEMPERATURE. STAINLESS STEEL BASIN & PRESSBAR BUBBLER. 1/5 HP, 120 V., 60 CYCLE, 1 PH. W/OVERLOAD PROTECTION. PROVIDE P-TRAP, SUPPLY TUBES AND ANGLE STOP VALVES. MS-1 MOP SINK 3" 1-1/2" 1/2" 1/2" MANUFACTURER FLOOR MOLDED STONE UTILITY SINK FLOOR MOUNTED WITH FIAT PROTECTIVE CURB CAPS. MODEL #MSB2424 WALL MOUNTED, DUAL LEVER FAUCET WITH TOP MANUFACTURER BRACE, VACUUM BREAKER AND HOSE THREADED ZURN OUTLET. MODEL # Z843M1-CS PROVIDE P-TRAP. NOTES: 1. PROVIDE ASSE 1070 THERMOSTATIC MIXING VALVES SIMILAR TO WILKINS ZW3870XLT AT ALL PUBLIC LAVATORIES. 2. PROVIDE FLOOR ANCHORED CARRIERS AT ALL WALL MOUNTED LAVATORIES. 3. PROVIDE CARRIERS AT ALL WALL MOUNTED WATER CLOSETS. 4. SH-2 PROVIDE WITH DIVERTER VALVE R422 AND TRIM T722.430 PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW MANUFACTURER/MODEL REMARKS IMB-1 ICE MAKER BOX - - 1/2" - OATEY #39148/#38491 24" HIGH IMPACT PLASTIC ICE MAKER BOX WITH 1/4 TURN SHUT-OFF VALVE, COMPRESSION FITTING & SHOCK ARRESTOR. PROVIDED WHEREVER BOX IS LOCATED IN RATED WALL. WH-1 WALL HYDRANT - - 1/2" - ZURN #Z1320 18" WALL FAUCET, AUTOMATIC DRAINING, WITH HOSE CONNECTION ANTI -SIPHON VACUUM BREAKER. HB-1 HOSE BIBB - - 1/2" - ZURN #Z1349 30" WALL FAUCET, AUTOMATIC DRAINING, WITH HOSE CONNECTION ANTI -SIPHON VACUUM BREAKER. PROVIDE SHUT-OFF VALVE PRIOR TO HOSE BIBB. OB-1 OUTLET BOX 1" - - - SIOUX CHIEF #696 18" OXBOX DRAIN BOX WITH NAIL TABS AND METAL SUPPORT BRACKETS. PROVIDE WITH AIR GAP FITTING. RD-1 ROOF DRAIN SIZE/ - - - ZURN #Z100- ROOF DURA-COATED CAST IRON BODY WITH COMBINATION DWG. FLASHING CLAMP/GRAVEL GUARD AND LOW SILHOUETTE POLY -DOME. FD-1 FLOOR DRAIN (GENERAL SIZE/ SIZE/ - - ZURN #Z415S FLOOR CAST IRON BODY WITH BOTTOM OUTLET. ADJUSTABLE PURPOSE) DWG. DWG. COLLAR WITH SEEPAGE SLOTS. TYPE "S" 6"X6" GRATE. PROVIDE TRAP PRIMER CONNECTION. VANDAL RESISTANT CAST IRON OR ALUMINUM DOME DRAIN RECEIVER MEMBRANE ROOF MATERIAL LIGHTWEIGHT CONCRETE INSULATION METAL ROOF DECK UNDERDECK CLAMP —� INSULATE DRAIN BODY ' W/INSULATING CEMENT NEOPRENE GASKET (OPTIONAL) 1" THICK FIBERGLASS INSULATION. REFER TO SPECIFICATIONS SECTION 15250. NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR ROOF CONSTRUCTION. a e J d SAME SIZE AS 2— WA' CLEAN (TYP.) FLOW NOTE: INSULATION 16 OZ. COPPER OR 4 LB. LEAD FLASHING It A\ ROOF DRAIN RD-1 STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG —� 12"x12"x8" POURED CONC. BLOCK WHEN CLEANOUTIS NOT IN PAVED AREA FACE OF WALL ZURN ZN-1400 CLEAN —OUT COVER FINISHED SLAB/GRADE 12"x12"x8" POURED (nNr. BLOCK WHEN CLEANC NOT IN PAVED AREA LONG SWEEP. USE SF SWEEP WHERE REQUII CLEANOUT DETAILS nic'rr*lc' -ram nn ♦ nr UA— / t:LASJ I A SIDE VIEW a_ A 4 v z CONCRETE ROOF DECK N EXPANSION COUPLING HUBLESS CAST IRON PIPE & FITTINGS 0/'t JILL r,VUr\ lH—U/ULHJJ I/A SAME SIZE AS SEWER EXCAVATION AND BACKFILL DETAIL (INTERIOR OR EXTERIOR) PROVIDE AND INSTALL HYDROMECHANICAL GREASE INTERCEPTOR RATED AT 100 GPM WITH A MINIMUM GREASE CAPACITY OF 200 LBS. AND ASME A112.14.3 ACTUAL GREASE CAPACITY OF 1000 PLUS LBS., TRAFFIC LOAD RATING WITH TRAFFIC —RATED ACCESS COVER, INTEGRATED FLOW CONTROL WHERE REQUIRED BY LOCAL AHJ. PDI—G101 CERTIFIED. INSTALL AS PER MANUFACTURER'S INSTRUCTIONS. BASIS OF DESIGN, ENDURA XL 100M. TRAP PRIMER SHALL BE ZURN MODEL NO. 1022—CP OR APPROVED EQUAL CONNECT TO BRANCH LINE WHICH WILL HAVE A DROP 10 PSI DROP. INSTALL PER MANUFACTURERS INSTRUCTION. Z FINISHED FLOOR i FLOOR DRAIN, SQUARE OR ROUND AS INDICATED 14 �i "—UNION TRAP PRIMER PIPING NOTE: PROVIDE SURESEAL TRAP PRIMER INSERT FOR ALL FLOOR AND HUB DRAINS ON FIRST AND SECOND FLOORS. TRAP PRIMER DETAIL GENERAL NOTES: CARRIER SHALL BE ABLE TO WITHSTAND AN APPLIED VERTICAL LOAD OF A MINIMUM OF 250 POUNDS ON THE FRONT OF THE FIXTURE. PROVIDE EXTENDED ARMS AT WHEELCHAIR LAVATORIES. SET SCREWS SET SCREWS I I FINISHED WALL CAPPED LEVELING SCREWS —r �_[_ .00 LOCKING DEVICE SEE MOUNTING HEIGHTS !yI�IG9a��l�[lIlla RECTANGULAR STEEL UPRIGHTS I I TIE RODS —� LAVATORY WALL CARRIER DETAIL REFER TO PLUMBING PLANS FOR CONTINUATION. CHECK VALVE •i ► fv RP-1 = TACO #006—B4-2PNP RECIRCULATING PUMP, 2 GPM, 5 FT. HD. Y4o HP, 115 V. BRONZE BODY WITH BUILT IN TIMER. GATE (OR BALL) VALVE AQUASTAT FOR PUMP CONTROL FLOW COMPLETE ASSEMBLY CAN BE HORIZONTALLY OR VERTICALLY INSTALLED. RECIRC PUMP DETAIL J W LL W N U 0 V 111 L won oM9 W p�Q Ix coV »W vtO3 3 W�~3 M NO W a U 0 "so o U rn ILZyI CNN m C 0>10Z N 4 < _j z a.Y W = Z mc U 9� LL o N 0Fa x � w VJ Z ��/^� VJ z J W Q L.L W � o = co LL. LL. � W W ~ Z � J J N W LL Z Q U = a W O \ N U p� VJ THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM ABGIA� I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE PEIRMIT Dol�c 6 a •� i i � � N 100TELLO, PE FL. GP Na 81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS —� IN01 DATE I NOTES SHEET NAME PLUMBING SCHEDULES AND DETAILS SHEET NUMBER P6-1 1 M.a u�rl. o co"NY ZMco o J O 110 I \ 12" \\\ \ 2 / /2 / \ I I� 3" \\\2. � /�/ I 2" X. 4 / �1 '3" 4"�\ 14"VTR 2 /// I " 2 1 3" 3" / /1 WC-14-< \ 2" / / 3` 2 4"1 UR-2 4" \ 2" Ell / / 2" i " \2\ \ \ VTR( 4" 3` _� 4` 4" 4 // 2 \ /ooe 1 I I {�( / 2/ 1 iTv 2 ` 1 " L-2 4" " 2 WC-2 / / " / / Ole2 i 14" 2 4 2" -11 1 / 4" 1 / L-1 i -1 4" . ( 4" I 2" 4" 4 12. 3" 4° 2" ITEM A17 I IT A 7 FD 1 FS-1_ 4" FCO 4" 4" 2 " 3" 3" 4" 2" " ES-1 3" 4 4" 4" S -1-1 �L 4" FCO 3" 4" 4" 4" / 4 / I 2-WAY �� / 2` 2"1 4" 3" 4" ECO .0e I 4" / / 4 1 2"I MS-1 INTERCEPTOR. NTERCEPTOR.CONNECTEXTEND AND GREASE REFER TO CIVIL ENGINEER'S 14" ( DRAWINGS FOR CONTINUATION. 4" I 4" 3" 3" I 4" 4 WC-2 2-WAY L=2 6` ECO 4" REFER TO CIVIL ENGINEER'S 4" DRAWINGS FOR CONTINUATION. 6" N SANITARY WASTE AND VENT RISER DIAGRAM O 6" N.T.S. S 1 6" 6` RD-1 6. 6" 6" RD 1_ 6" 6" 6` PROVIDE WITH 4" BACKWATER VALVE 6` 6" 6" 6" 6" 4" 6" 6" 4` 6` '� HD-1 PROVIDE WITH 6` 4` BACKWATER VALVE 2-WAY ECO 6" REFER TO CIVIL ENGINEER'S DRAWINGS FOR CONTINUATION. STORM RISER DIAGRAM N.T.S. T amb V �a� ZF•OE3a' • � a ImF%W N Fc rrrrr— OL f IIIW" ° N o a �oW Z2own o�Q9Q _ W d � W .M W II' W okLu N O oo W U O Oeop U M�auY,� w (0 O Z� N Y f Q Of Q� Q LL m M Z E W m F � _ Z U W 2 z x � M Lu U) rrrrr� Z Cn Z J J W � = V Q w W� ° = m W LI_ W Z ui J J N OW } ILL ZU a O Q \ w N U � Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR OM I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT t 4�-TS !!jj •• Oti�'.•''aQ'; M1049LN� �TKLO, PE FL. RkIl ©. PE81436 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME PLUMBING RISER DIAGRAMS SHEET NUMBER P7-1 no 1. THE ELECTRICAL CONTRACTOR REFERRED TO HEREAFTER, AS THE -CONTRACTOR" SHALL PROVIDE COMPLETE ELECTRICAL SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES, CONDUCTORS, SUPPORTS, RACEWAYS, AND MISCELLANEOUS MATERIALS TO SERVE ALL DEVICES REQUIRING ELECTRICAL POWER. 3. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE ELECTRICAL WORK. 4. CONTRACTOR SHALL CONDUCT A THROUGH SITE INSPECTION TO FAMILIARIZE HIMSELF NTH EXISTING CONDITIONS AND ALL ASPECTS OF HIS SCOPE OF WORK. SUCH AN INSPECTION SHALL BE CONDUCTED PRIOR TO SUBMITTING A BID. 5. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL CASE WORK ELEVATIONS FOR EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF SWITCHES, OUTLETS, AND WRING DEVICES. 6. CONTRACTOR SHALL MAINTAIN A COMPLETE TEMPORARY POWER AND LIGHTING SYSTEM DURING CONSTRUCTION. 7. THE CONTRACTOR SHALL PROVIDE, DROP CLOTH, RUBBER MATS AND, PLYWOOD COVERS FOR OWNERS EQUIPMENT SUSCEPTIBLE TO DAMAGE DURING CONSTRUCTION. VERIFY SPECIFIC LOCATIONS NTH OWNER'S REPRESENTATIVE. 8. ALL WORK SHALL BE PERFORMED DURING PERIODS ACCEPTABLE TO THE OWNER. SCHEDULE ALL WORK WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 9. THE CONTRACTOR SHALL PERFORM TEMPORARY WORK NECESSARY TO MAINTAIN CONTINUITY OF ELECTRICAL SERVICE MEN CONNEC11ON IS MADE TO EXISTING SYSTEMS AND FACILITIES. EXISTING SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR CONSENT OF THE OWNER'S REPRESENTATIVE. 10. AT PROJECT COMPLETION, THE CONTRACTOR SHALL INSURE THAT ALL ELECTRICAL SYSTEMS OPERATE PROPERLY. CONTRACTOR SHALL DEMONSTRATE OPERATION OF EACH SYSTEM WITH THE OWNER'S REPRESENTATIVE. 11. CONTRACTOR SHALL COORDINATE AND VERIFY WITH LOCAL POWER COMPANY THE FOLLOWING: - EXACT LOCATION OF SERVICE CONNECTION, - ELECTRICAL CHARACTERISTICS (VOLTAGE AND PHASING) - AVAILABLE FAULT CURRENT - METERING REQUIREMENTS CODES AND STANDARDS 1. ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF: - NFPA 70 (NATIONAL ELECTRICAL CODE) - NFPA 101 (LIFE SAFETY CODE) - CODES SPECIFIC TO OTHER SECTIONS HEREIN 2. ELECTRICAL WORK SHALL COMPLY WITH ALL LOCAL AND STATE ELECTRICAL CODES AND IN ACCORDANCE WITH REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ). QUALITY 1. WORKMANSHIP SHALL BE HIGH QUALITY AND FOLLOW INDUSTRY STANDARDS. SUBSTANDARD WORK WILL BE REJECTED. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REWORK TO RECTIFY SUBSTANDARD WORK. QUALITY OF WORK SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AND/OR ENGINEER OF RECORD. INTERFERENCES 1. PLANS ARE GENERALLY DIAGRAMMATIC. THE CONTRACTOR SHALL COORDINATE NTH THE OTHER TRADES SO THAT INTERFERENCES BETWEEN CONDUITS, PIPING, EQUIPMENT, DUCTS, AND STRUCTURAL WORK WILL BE AVOIDED. IN SUCH CASE, THE CONTRACTOR FAILS TO COORDINATE WITH OTHER TRADES AND INTERFERENCES ARE ALLOWED DEVELOP, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE MICH EQUIPMENT, DUCT, CONDUIT, ETC., MUST BE RELOCATED, REGARDLESS OF MICH WAS INSTALLED FIRST. ELECTRICAL REWORK REQUIRED TO CORRECT INTERFERENCES WILL BE AT THE CONTRACTORS EXPENSE. MATERIALS 1. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY UNDERWRITERS LABORATORY FOR THE APPLICATION AND SHALL BEAR A UL LABEL. 2. ELECTRICAL ENCLOSURES SHALL BE NEMA RATED. UNLESS OTHERWISE NOTED, ENCLOSURE RATINGS SHALL ADHERE TO THE FOLLOWING: - NEMA 1 INDOOR - NEMA 3R OUTDOOR - NEMA 4 CORROSIVE ENVIRONMENT GUARANTEE 1. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR DAMAGE CAUSED BY FAILURE AND REWORK. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS AFTER DISCOVERY. THE CONTRACTOR SHALL START REWORK WITHIN TEN (10) WORKING DAYS OF NOTIFICA11ON AND COMPLETE REPAIRS IN A TIMELY MANNER. SUBMITTAL DATA AND RECORD DRAWINGS 1. THE ELECTRICAL DESIGN IS BASED ON A SINGLE MANUFACTURE OF SWITCH GEAR, LIGHTS, TRANSFORMER, GENERATORS, ETC. WHEREAS SUBSTITUTIONS ARE PROVIDED IN LIEU OF THAT MICH IS SPECIFIED, THE CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR ANY IMPACT TO THE INSTALLATION. CONTRACTOR SHALL VERIFY THAT SUBSTITUTIONS CAN FUNCTION SATISFACTORILY IN THEIR DESIGNATED SPACE AND CHANGES IN OPERATING CHARACTERISTICS DO NOT DEGRADE THE INSTALLATION. 2. SUBMIT MANUFACTURER'S DATA (MINIMUM 5 COPIES) FOR ELECTRICAL GEAR, LIGHT FIXTURES, WRING DEVICES AND OTHER EQUIPMENT SPECIFIED HEREIN. SUBMIT SHOP DRAWINGS IN BOOKLET FORM WITH SEPARATE SHEET FOR EACH DEVICE. PROVIDE EQUIPMENT IDENTIFICA11ON AS DESIGNATED ON PLANS FOR EACH SHOP DRAWING CUT SHEET SUBMITTED. 3. AT PROJECT COMPLE71ON THE CONTRACTOR SHALL COMPILE TWO (2) COMPLETE SETS OF RECORD DRAWINGS INDICATING ALL DEVIATIONS FROM CONSTRUCTION DOCUMENTS. ONE SET SHALL BE ISSUED TO THE ARCHITECT AND ONE SET SHALL BE ISSUED TO OWNER'S REPRESENTATIVE. IDENTIFICATION OF EQUIPMENT 1. LABEL ALL ELECTRICAL EQUIPMENT WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE THAT CLEARLY DESCRIBES THE EQUIPMENT NAME, VOLTAGE, AMPERAGE RATING, AND FUNCTION. NAMEPLATES SHALL BE RED BACKGROUND WITH WHITE STENCILED UPPER CASE LETTERING A MINIMUM OF 3/16- IN HEIGHT. 2. INSTALL VINYL CLOTH SELF-ADHESIVE CIRCUIT LABELS ON ALL WIRE AND CABLE IN JUNCTION BOXES, WIRE TROUGHS, AND PANELBOARD WRING GUTTERS. 3. IDENTIFY JUNCTION BOXES NTH PERMANENT MARKER INDICATING PANELBOARD AND CIRCUIT NUMBERS OF WRING CONTAINED WITHIN. 4. PROVIDE TYPEWRITTEN PANELBOARD DIRECTORIES WITH ACCURATE AS BUILT INFORMATION. DIRECTORIES SHALL REFLECT TYPE OF LOAD AND AREA SERVED FOR EACH BREAKER. RACEWAYS AND FITTINGS 1. CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. CONDUIT SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM. 2. EXCEPT IN MECHANICAL ROOMS, ELECTRICAL ROOMS, OPEN STRUCTURE CANOPIES, AND EXTERIOR SERVICE ENTRANCES, CONDUIT SHALL BE CONCEALED THROUGHOUT THE FACILITY. 01a ZT40 I Iriltopim 11mizWT1 I 1111111:111"VII a irdrolopil 1101111 f-1 4. ELECTRICAL METAL TUBING (EMT) SHALL BE GALVANIZED STEEL FOR DRY INTERIOR INSTALLATIONS AND ALUMINUM FOR, DAMP, WET OR EXTERIOR INSTALLATIONS. COUPLINGS AND CONNECTORS SHALL BE STEEL, INDENTER, SET SCREW TYPE FOR STEEL EMT AND DIECAST ALUMINUM, LIQUID TIGHT, COMPRESSION TYPE FOR ALUMINUM EMT. EMT SHALL BE USED CONCEALED ABOVE CEILINGS, CONCEALED IN WALLS, AND EXPOSED IN MECHANICAL AND ELECTRICAL ROOMS. 5. FLEXIBLE METALLIC CONDUIT IN DRY LOCATIONS SHALL BE UNDERWRITERS' APPROVED, STEEL, ZINC COATED, SINGLE STRIP TYPE. FITTINGS SHALL BE AS MANUFACTURED BY THOMAS AND BETTS "TITE-BITE", OR APPROVED EQUAL. 6. FLEXIBLE METALLIC CONDUIT IN DAMP OR WET LOCATIONS SHALL BE UNDERWRITERS' APPROVED, GALVANIZED STEEL NTH MOISTURE PROOF PVC JACKET FITTINGS SHALL INSULATED THROAT AND LIQUID TIGHT AS MANUFACTURE BY THOMAS AND BETTS, OR APPROVED EQUAL. 7. GALVANIZED RIGID STEEL (GRS) CONDUIT SHALL BE UL APPROVED HOT DIPPED GALVANIZED. GRS CONDUIT COUPLINGS SHALL BE THREADED HEAVY WALL GALVANIZED STEEL. USE 90 DEGREE GRS SWEEPS AND GRS RISERS IN UNDERGROUND PVC CONDUIT RUNS. PAINT ALL GALVANIZED RIGID CONDUITS INSTALLED BELOW GRADE NTH RUST INHIBITING PAINT. 8. PVC CONDUIT SHALL BE UL LISTED SCHEDULE 40 PVC UV RESISTANT. PVC CONDUIT MAY BE USED BELOW GRADE, UNDER FLOORS, IN CONCRETE, AND FOR GROUNDING SYSTEM CONDUCTORS 9. CONDUIT AND WRING PENETRATING RATED FLOORS AND WALLS SHALL BE SEALED WITH A UL RATED ASSEMBLY TO MAINTAIN FIRE RATING AND INTEGRITY OF SEPARATION. BOXES 1. BOXES SHALL BE RIGIDLY MOUNTED AND COVERED NTH MATCHING PLATE. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICE. 2. SURFACE MOUNT EXTERIOR OUTLET BOXES SHALL BE CAST ALUMINUM WITH WEATHERPROOF ALUMINUM GASKETED COVER. 3. FLUSH MOUNT EXTERIOR OUTLET BOXES SHALL 4" SQUARE STEEL WITH MASONRY RING AND WEATHERPROOF GASKETED CAST ALUMINUM COVER. CONDUCTORS 1. UNLESS OTHERWISE INDICATED, BRANCH CIRCUIT CONDUCTORS SHALL BE SOLID NO. 12 AWG COPPER. BRANCH CIRCUITS RUN OVER 70 FEET IN LENGTH, MEASURING ONE WAY FROM THE FIRST OUTLET OF THE CIRCUIT TO THE PANEL, SHALL BE SOLID NO. 10 AWG COPPER FOR THE ENTIRE CIRCUIT. 2. SPLICES AND TAPS SHALL UTILIZE SOLDERLESS LUGS FOR #8 AWG AND LARGER. SPLICES AND TAPS SHALL FORM A ELECTRICAL AND MECHANICALLY SECURE CONNECTION. LUGS SHALL BE CORRECTLY SIZED FOR THE CONDUCTORS. TAPE JOINTS WITH VINYL PLASTIC ELECTRICAL TAPE. 3. ALLOW SUFFICIENT CABLE SLACK IN BOXES, OUTLETS AND CABINETS TO MAKE CONNECTION AND INSURE THERE IS NO BINDING AT THE SPLICE/TAP. 4. CONDUCTORS SHALL BE COPPER. UNLESS OTHERWISE NOTED, INSULATION SHALL BE DUAL TYPE THHN/THWN 75-C. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NFC 70. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPLIED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE FOLLOWING SYSTEM OF COLOR CODING SHALL BE ADHERED TO: - GROUND LEADS: GREEN - 120/208 NEUTRAL CONDUCTOR: WHITE - 120/208 VOLT, PHASE CONDUCTORS: BLACK, RED, BLUE 6. THE COLOR CODE ASSIGNED TO EACH PHASE WIRE SHALL BE CONSISTENTLY FOLLOWED THROUGHOUT. GROUNDING 1. ALL INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY NFPA 70 AND AS SPECIFIED HEREIN. 2. METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. 3. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER UNLESS OTHERWISE NOTED. 4. RACEWAYS NTH NO. 10 OR 12 AWG PHASE CONDUCTORS FOR RECEPTACLES, LIGHT FIXTURES AND SIMILAR CIRCUITS (NEW BRANCH CIRCUITS) SHALL BE PROVIDED WITH A PARITY SIZED GREEN EQUIPMENT GROUND CONDUCTOR. GROUND CONDUCTOR SHALL BE INSTALLED IN ENTIRE RACEWAY SYSTEM INCLUDING WALL SWITCHES AND FLEXIBLE CONDUIT TO LIGHT FIXTURES. EQUIPMENT GROUND CONDUCTOR SIZES FOR CIRCUITS WITH PHASE CONDUCTORS LARGER THAN NO. 12 AWG ARE INDICATED ON DRAWINGS. PANEL BOARDS AND SAFETY SWITCHES 1. ELECTRICAL PANELS AND DISCONNECTS SHALL BE PLUMB AND SECURELY SUPPORTED. IF SUITABLE SUPPORT DOES NOT EXIST, PROVIDE SUPPORTING STRUCTURE WITH PROPERLY SIZED "U" CHANNEL. 2. CIRCUIT BREAKERS SHALL BE MOLDED PLASTIC CASE WITH QUICK -MAKE, QUICK -BREAK CONTACTS. BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS. MULTI -POLE BREAKERS SHALL HAVE A FACTORY INSTALLED COMMON TRIP. TIE BARS INSTALLED IN THE FIELD ARE NOT ACCEPTABLE. 3. SAFETY SWITCH MECHANISMS SHALL BE QUICK -MAKE, QUICK -BREAK. COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING WITH HANDLE IN THE "ON" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE GENERAL ELECTRIC, OR SQUARE-D (MATCH BUILDING STANDARD WERE APPLICABLE), 4. FUSES SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE BUSMAN "FUSETRON" OR CHASE SHAWMUT "TRIONIC". THE CONTRACTOR SHALL PROVIDE SIZES BASED ON EQUIPMENT NAMEPLATE DATA. CONTRACTOR SHALL FURNISH AS SPARE, A DUPLICATE CARTRIDGE FOR EACH FUSE INSTALLED. 5. PANELBOARDS SHALL BE DEADFRONT TYPE, COPPER BUS BARS, AND BOLT -ON TYPE BRANCH CIRCUIT BREAKERS. LIGHTING 1. CONTRACTOR SHALL PROVIDE ALL MOUNTING HARDWARE AND LIGHTING OPTIONS TO PROVIDE A PROPER LIGHTING INSTALLATION. 2. BALLASTS FOR FLUORESCENT LAMPS SHALL BE HIGH POWER FACTOR TYPE AND SHALL BEAR THE CBM, AND UL LABELS, ALL BALLASTS SHALL BE UNDERWRITERS CLASS P. BALLASTS SHALL BE MAGNETEK TRIAD 'HP' OCTIC OR EQUAL BY MOTOROLA. 3. FIXTURES SHALL BE PROPERLY SUPPORTED AND ALIGNED. LIGHTING FIXTURES SHALL BE CLEANED AND LAMPED IMMEDIATELY PRIOR TO FINAL INSPECTION. 4. USE STEEL 4" SQUARE BACK BOXES FOR SURFACE MOUNT FIXTURES. RECEPTACLES AND SWITCHES 1. UNLESS OTHERWISE NOTED, WALL PLATES SHALL BE MOLDED NYLON. COORDINATE DEVICE COLOR NTH ARCHITECT/OWNER. 2. PROVIDE WALLPLATES FOR SINGLE AND COMBINATION WIRING DEVICES, OF TYPES, SIZES, AND GANGING TO MATCH INSTALLATION. SELECT PLATES MICH MATE AND MATCH WRING DEVICES. SECURE WALL PLATES WITH METAL SCREWS. SCREW HEADS SHALL BE COLORED TO MATCH FINISH OF PLATE. 3. GENERAL PURPOSE RECEPTACLES SHALL BE 125V, 20A, NEMA 5-20R. PROVIDE LEVITON - DUPLEX: CR20, SIMPLEX: 5801, OR APPROVED'EQUAL. 5. GROUND FAULT CIRCUIT INTERRUPTER (GFI) RECEPTACLES SHALL BE 125V, 20A. NEMA 5-20R, WHITE TEST AND RESET BUTTONS ON FRONT FACE. PROVIDE LEVITON: 6899, OR APPROVED EQUAL 6. RECEPTACLES DEDICATED TO A SINGLE PIECE OF EQUIPMENT SHALL MATCH SAID EQUIPMENT REQUIREMENTS. CONTRACTOR SHALL MAKE RECEPTACLE SELECTION BASED EQUIPMENT VOLTAGE, AMPERAGE, AND PLUG CONFIGURATION. INCLUDE THIS INFORMATION IN SHOP DRAWING SUBMITTALS. ADVISE ENGINEER OF DISCREPANCIES. 7. SWITCHES SHALL BE WHITE, AC QUIET SNAP TYPE, RATED 120/277V, 20A. SWITCH TYPE SHALL BE AS INDICATED ON DRAWINGS. PROVIDE LEVITON - SINGLE POLE: CS120, TWO POLE: CS220, THREE-WAY- CS320, FOUR -POLE: CS420, OR APPROVED EQUAL. 8. APPROVED MANUFACTURERS: HUBBLE, LEVITON, OR GENERAL ELECTRIC. FIRE ALARM 1. THE FIRE ALARM WORK IN THIS PROJECT CONSISTS OF PROVIDING NEW DEVICES AS INDICATED ON THE CONSTRUCTION DOCUMENTS AND CONNECTING TO THE FIRE ALARM CONTROL PANEL. FIRE ALARM SYSTEM SHALL BE MONITORED. 2. NEC COMPLIANCE: COMPLY WITH APPLICABLE REQUIREMENTS OF NEC STANDARDS PERTAINING TO FIRE ALARM SYSTEMS. 3. UL COMPLIANCE AND LABELING: COMPLY NTH PROVISIONS OF UL SAFETY STANDARDS PERTAINING TO FIRE ALARM SYSTEMS, AND PROVIDE PRODUCTS AND COMPONENTS WHICH ARE UL LISTED AND LABELED. 4. SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA, INCLUDING SPECIFICATIONS AND INSTALLATION INSTRUCTIONS, FOR EACH TYPE OF FIRE ALARM SYSTEM EQUIPMENT. INCLUDE A STANDARD OR TYPICAL RISER AND WRING DIAGRAMS AND OPERATION AND MAINTENANCE INSTRUCTIONS FOR INCLUSION IN MAINTENANCE MANUALS. 5. SUBMIT MAINTENANCE DATA AND PARTS LISTS FOR EACH TYPE OF FIRE ALARM EQUIPMENT INSTALLED, INCLUDING FURNISHED SPECIALTIES AND ACCESSORIES. INCLUDE THIS DATA, PRODUCT DATA AND SHOP DRAWINGS IN MAINTENANCE MANUAL IN ACCORDANCE WITH REQUIREMENTS OF DIVISION 1. 7. THE CONTRACTOR SHALL PROVIDE DEVICES AS SHOWN ON DRAWINGS. CONNECT TO CIRCUIT IN RESPECTIVE FIRE ZONE. 8. UPON ACTIVAT10N OF ANY ALARM INITIATING DEVICE (MANUAL STATION, FLOW SWITCH, HEAT DETECTOR, OR SMOKE DETECTOR) THE FOLLOWING SHALL OCCUR: - ENERGIZE ALL ALARM SIGNALING DEVICES. - SOUND ALL AUDIBLE ALARMS AND FLASH VISUAL SIGNALS THROUGHOUT THE FACILITY. - ALERT THE LOCAL FIRE DEPARTMENT DIRECTLY BY WAY OF THE PROPRIETARY SYSTEM. - CAUSE THE ALARM LOCATION TO BE DISPLAYED ON THE ANNUNCIATOR SECTION OF THE CONTROL PANEL AND AT EACH REMOTE ANNUNCIATOR. - CLOSE ALL DOORS HELD OPEN BY AUTOMA11C RELEASE DEVICES THROUGHOUT THE FACILITY. 9. SYSTEM COMPONENTS - DUCT MOUNTED SMOKE DETECTORS SHALL BE COMPATIBLE NTH FIRE ALARM SYSTEM. - SMOKE DETECTORS SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM. - MANUAL PULL STATIONS SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM. - HORN/STROBES SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM. - STROBE UNITS SHALL BE COMPATIBLE WITH FIRE ALARM SYSTEM. 10. THE MANUFACTURER SHALL FURNISH COMPLETE WRING DIAGRAMS ON INSTALLATION AND OPERATION INSTRUCTION FOR THE SYSTEM. 11. ALL WRING SHALL BE IN CONDUIT COLOR CODED IN ACCORDANCE NTH MANUFACTURER'S RECOMMENDA71ONS AND SHALL BE TERMINATED NTH SPADE TYPE LUGS. TERMINATION AT THE CONTROL UNIT SHALL BE IDENTIFIED AS TO ZONE AND USE. ALL WRING SHALL TEST FREE FROM OPENS AND GROUNDS PRIOR TO FINAL CONNECTIONS. INSTALL WIRES AND CABLES WITHOUT SPLICES. MAKE CONNECTIONS AT TERMINAL STRIPS IN CABINETS OR AT EQUIPMENT TERMINALS. MAKE SOLDERED SPLICES IN ELECTRONIC CIRCUITS IN CONTROL CABINETS. 12. WRING CONTROL EQUIPMENT INCORPORATING STANDBY POWER: THE CONTROL EQUIPMENT SHALL BE PROVIDED NTH OPERATING POWER FROM A FUSED 2 WIRE, 120 VOLT, SINGLE PHASE, 60 HERTZ SOURCE. THIS POWER SHALL BE CONVERTED TO 24 VOLTS DC FOR SYSTEM OPERATION. TRANSFORMERS MUST BE MOUNTED NTH THE CABINET. IN THE EVENT OF FAILURE OF THE OPERATING SUPPLY, THE SYSTEM SHALL TRANSFER AUTOMATICALLY TO A STANDBY BATTERY. THE BATTERY SHALL BE OF THE NICKEL CADMIUM TYPE, WITH SUFFICIENT CAPACITY TO OPERATE THE SYSTEM UNDER NORMAL SUPERVISION FOR UP TO 24HOURS. 13. SYSTEM TEST AND APPROVAL: PRIOR TO FINAL ACCEPTANCE OF SYSTEMS, MANUFACTURER OF SYSTEM SHALL, IN PRESENCE OF CONTRACTOR, OWNER'S REPRESENTATIVE AND ARCHITECT REPRESENTATIVE, TEST EACH SENSING OR DETECTION AND ALARM DEVICE. SUBMIT COPY OF TEST RESULTS IN DUPLICATE AFTER SIGNED BY OWNER'S REPRESENTATIVE TO ARCHITECT. 11 CODES AND STANDARDS Ii • FLORIDA BUILDING CODE 2017 • THE FLORIDA FIRE PREVENTION CODE 2017 EDITION • NFPA 70: NATIONAL ELECTRICAL CODE 2014 Sheet List Table $Md Nwnbw Sh" W46 EO-1 ELECTRICAL SPECIFICATIONS AND SCHEDULES El-O ELECTRICAL SITE PLAN E1-1 ELECTRICAL FLOOR PLAN - LIGHTING E2-1 ELECTRICAL FLOOR PLAN - POWER E2-2 ELECTRICAL ROOF PLAN E2-3 LIGHTNING PROTECTION DETAILS E6-1 ELECTRICAL SCHEDULES E7-1 POWER RISER DIAGRAM ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING _�_A I WALL MOUNT FIXTURE ON FLUSH 4" SQUARE J-BOX, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE r-=3 A 1' X 4' FLUORESCENT FIXTURE, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE WALLBRACKET FLUORESCENT FIXTURE ON 4" SQUARE FLUSH J-BOX, LENGTH: 2'. SEE FIXTURE SCHEDULE 3', OR 4'- AS SHOWN ON PLANS, LETTER INDICATES TYPE RECESSED DOWNLIGHT NTH TRIM AND REQUIRED CEILING ADAPTERS. LETTER SEE FIXTURE SCHEDULE A INDICATES TYPE. _4A PENDANT MOUNT DOWNLIGHT NTH TRIM AND MOUNTING HARDWARE. LETTER SEE FIXTURE SCHEDULE INDICATES TYPE. A SURFACE MOUNT DOWNLIGHT, ROUND HOUSING, NTH TRIM AND MOUNTING SEE FIXTURE SCHEDULE HARDWARE. LETTER INDICATES TYPE. SWITCH, SINGLE POLE, 20 A. 120/277 VAC. REFER TO SPECIFICATIONS FOR DEVICE 480 AFF TO TOP COLOR, WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER. UNLESS NOTED OTHERWISE t3 SWITCH, THREE-WAY, 20 A. 120/277 VAC. REFER TO SPECIFICATIONS FOR DEVICE 480 AFF TO TOP COLOR, WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER. UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE, 20 A. 120 VAC. REFER TO SPECIFICATIONS FOR DEVICE UNLESS NOTED OTHERWISE, COLOR, WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER. THE SYMBOLS SHOWN BELOW DEFINE MOUNTING HEIGHTS: 0 4 d) TWO (2) DUPLEX RECEPTACLES IN COMMON BOX, 20 A. 120 VAC. REFER TO 36 36 :6 SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS, AND DEVICE 18m AFF TO CENTERLINE MODEL NUMBER. 04 4) ABOVE COUNTER SIMPLEX RECEPTACLE, 20 A. 120 VAC. REFER TO SPECIFICATIONS FOR DEVICE IQ :6 6 COLOR, WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER. BELOW COUNTER OWA SIMPLEX RECEPTACLE, SPECIAL PURPOSE, SINGLE PHASE, CURRENT RATING AS AS NOTED NOTED, NEMA CONGURATION AS REQUIRED, NTH MATCHING COVER PLATE. LM NON -FUSED DISCONNECT SWITCH, 60m AFF TO TOP 60/w/3/wm CURRENT RATING/FUSING/NUMBER OF POLES/ENCLOSURE UNLESS NOTED OTHERWISE BRANCH CIRCUIT PANELBOARD, 120/208 V OR 120/240 V, SURFACE MOUNT 78ft AFF TO TOP UNLESS NOTED OTHERWISE low BRANCH CIRCUIT PANELBOARD, 120/208 V OR 120/240 V, FLUSH MOUNT 78" AFF TO TOP UNLESS NOTED OTHERWISE IE� ELECTRIC METER 60" AFF TO TOP UNLESS NOTED OTHERWISE v COMMUNICATIONS OUTLET 18" AFF TO CENTERLINE UNLESS NOTED OTHERWISE COMBINATION CARBON MONOXIDE AND SMOKE DETECTOR, SURFACE MOUNT ON CEILING UNLESS NOTED OTHERWISE RECESSED BOX. HOME RUN TO PANEL. LABEL INDICATES PANEL NAME AND CIRCUIT NUMBER(S). SEE SPECIFICATIONS CIRCUITS WITHOUT FURTHER DESIGNATION INDICATES A 2 WIRE CIRCUIT WITH A rLIA-1.3 PARITY SIZED EQUIPMENT GROUND. CIRCUIT WITH MORE THAN 2 WIRES IS SHOWN AS FOLLOWS: 3 PHASE WIRES AND AN EQUIPMENT GROUND 3 PHASE WIRES, 1 NEUTRAL AND AN EQUIPMENT GROUND 3 PHASE WIRES, 1 NEUTRAL, AN ISOLATED GROUND AND AN EQUIPMENT GROUND ALL CONDUCTORS ARE #12 AWG Cu UNLESS NOTED OTHERWISE. RACEWAY CONCEALED IN WALL OR ABOVE CEILINGS SEE SPECIFICATIONS RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE SEE SPECIFICATIONS "GFI* NOTATION MEANS ASSOCIATED DEVICE SHALL BE GROUND FAULT CIRCUIT AS DEFINED BY SYMBOL GFI INTERRUPTER TYPE. REFER TO SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS. AND MODEL NUMBER. Wp - WP" NOTATION MEANS ASSOCIATED DEVICE SHALL BE MOUNTED IN WEATHERPROOF AS DEFINED BY SYMBOL ENCLOSURE. CLG "CLG" NOTA11ON MEANS ASSOCIATED DEVICE IS CEILING MOUNTED. AS DEFINED AC "AC" NOTATION MEANS ASSOCIATED DEVICE IS MOUNTED ABOVE COUNTER. AS DEFINED FF� FIRE ALARM PULLSTATION, SEMI -FLUSH MOUNT ON RECESSED BOX. 48" AFF TO TOP UNLESS NOTED OTHERWISE mo FIRE ALARM HORN/STROBE COMBO, ADA COMPLIANT, SEMI -FLUSH MOUNT LOWER OPTION OF: TOP 80" ON RECESSED BOX. AFF OR 6" BELOW CEILING Mr( FIRE ALARM STROBE, ADA COMPLIANT, SEMI -FLUSH MOUNT ON RECESSED LOWER OPTION OF: TOP 80- I BOX. AFF OR 6" BELOW CEILING SMOKE DETECTOR, SURFACE MOUNT ON RECESSED BOX. CEILING UNLESS NOTED OTHERWISE DUCT SMOKE DETECTOR WITH SAMPLING TUBE. MOUNTED BY DIV 15 CONNECTED BY THIS CONTRACTOR. COORDINATE WITH DIV 15 FAN OR AIR HANDLER UNIT SHUTDOWN RELAY, UNLESS NOTED OTHERWISE. COORDINATE WITH PROVIDE NTH ENCLOSURE. EQUIPMENT FIRE ALARM SMOKE DETECTOR REMOTE TEST/INDICATOR STATION CEILING UNLESS NOTED OTHERWISE FIRE ALARM SMOKE DETECTOR REMOTE TEST/INDICATOR STATION 80" AFF TO TOP UNLESS NOTED OTHERWISE 4-S FIRE ALARM SPRINKLER FLOW SWITCH COORDINATE NTH DIV 15 5--�--S FIRE ALARM SPRINKLER TAMPER SWITCH COORDINATE WITH DIV 15 rFxm FIRE ALARM CONTROL PANEL 78" AFF TO TOP UNLESS NOTED OTHERWISE FF_AR_A� FIRE ALARM REMOTE ANNUCIATOR PANEL. 54" AFF TO TOP UNLESS NOTED OTHERWISE d cq co V.4j'COR" U:o .c 4 * IL Go <z ED 9 0 fL & - J. �; W W LL Lu M 0 u Luul..: LEI 0 LLJ Z -4c 2: lu 9 �� Lu z 1,u g, E 0 z 0. 2 z z u- O�10 4L 12 E 1- La 2 W.,f Z 0 0 ch w m U. IL w ix Lai LL. U) z U) z LLJ < w 0 i 3: co w u_ CL Lu w z ui N 0 W LL z o 0 > CL w N U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF FLEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM I 1:1 FIRCHNUMARMA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS '�OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT p,o,q TS :e 10, x-'-.PL 1RO! FGA PROJECT NUMBER 19020 ISSUE DATE 6/21/2019 I REVISIONS I INOI DATE I NOTES I SHEET NAME ELECTRICAL SPECIFICATIONS AND SCHEDULES SHEET NUMBER EO-1 GLNLKAL UKAWINU NUMtj 1. COORDINATE ALL MOUNTING HEIGHTS, LOCATIONS, CONNECTION REQUIREMENTS, AND ELECTRICAL REQUIREMENTS WITH KITCHEN VENDOR AND/OR EQUIPMENT NAMEPLATE DATA PRIOR TO ROUGH -IN. 2. ALL 120V, 15A AND 20A RECEPTACLES LOCATED IN THE KITCHEN OR BAR SHALL HAVE GROUND FAULT INTERUPTER PROTECTION. RECEPTACLES LOCATED BENEATH OR BEHIND 3. PROVIDE NO. 10 WIRE IN LIEU OF NO. 12 WIRE FOR ANY BRANCH CIRCUIT EXCESS OF 70 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. PROVIDE NO. 8 WIRE IN LIEU OF NO. 10 WIRE FOR ANY BRANCH CIRCUIT IN EXCESS OF 160 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. 4. COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR EXACT REQUIREMENTS AND ROUGH -IN LOCATIONS. 5. REFER TO MECHANICAL/PLUMBING DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, O CODED NOTES 1. PROPOSED LOCATION FOR TENNIS COURT LIGHTING SUB -PANEL, COORDINATE EXACT LOCATION AND LIGHTING CONTROL OPERATION WITH OWNER. 2. PROVIDE ELECTRICAL CONNECTION TO MONUMENT SIGN. PROVIDE ELECTRICAL DISCONNECT: 30/1 /NF, 240V, NEMA 3R. COORDINATE WITH CIVIL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 3. CIRCUIT VIA TIMECLOCK. 4. PROVIDE TWO (2) 4- CONDUIT WITH PULL STRING FOR TELEPHONE SERVICE. COORDINATE ROUTING AND POINT OF TERMINATION WITH LOCAL TELEPHONE PROVIDER PRIOR TO CONSTRUCTION. COORDINATE EXACT ROUTING WITH CIVIL. 5. PADEL COURT LIGHTING PROVIDE WITH AND MOUNTED TO STRUCTURE. COORDINATE ALL REQUIREMENTS WITH OWNER AND SCOTT GROTE OF GROTE CONSTRUCTION INC./SPORT COURT AT 717-468-4567. 6. COORDINATE LIGHTING CONTROL OPERATION WITH OWNER. 7. PROVIDE 1-1/2- EMPTY CONDUIT WITH PULL -STRING FOR FUTURE USE. 8. PROPOSED LOCATION OF UTILITY PAD MOUNTED TRANSFORMER. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH UTILITY COMPANY PRIOR TO CONSTRUCTION. FINISHED GRADE PROVIDE FUSING IN HAND -HOLE PIPE SLEEVE. PROVIDE TRAFFIC RATED GRADE COVER. POLE DETAIL N.T.S. #4 BARE COPPER GROUND WIRE. Luminaire Schedule Symbol Qty Label Mtg Ht Arrangement LLF Description 00 40 A19 25'-0" SINGLE 0.900 LSMT-6-C-X-T4T-F-SIX BRICK TENNIS OPTIC 1400MA LED 0-0-0 20 A28 25'-0" D180 0.900 LSMT-6-C-X-T4T-F-SIX BRICK TENNIS OPTIC 1400MA LED 00 16 B19 25'-0" SINGLE 0.900 LSMT-4-C-X-T4-F-FOUR BRICK TYPE 4 1400MA LED 00 28 C 30'-0" SINGLE 0.900 LSMA-4-C-X-T5N-F-FOUR BRICK TYPE 5N 1400MA LED FLOOD SEVEN PER POLE COORDINATE POLE SELECTION AND MOUNTING WITH OWNERS REPRESENTITIVE CALCULATION SUMMARY Label Avg Max Min Max/Min Avg/Min Units CalcType Grid Z PtSpcLr PtSpcTb Parking Lot 1.25 2.2 0.4 5.50 3.13 Fc Illuminance 0 10 10 Sidewalks 3.72 14.0 0.3 46.67 12.40 Fc Illuminance 0 5 5 Sidewalks 2.95 12.8 0.4 32.00 7.38 Fc Illuminance 0 5 5 N ELECTRICAL SITE PLAN O 1 "=30'-0" 0 Z N O �oo fQ Z 0Z t9 N U Q Q ZZpin� 4 It C�=.�N W C' m C ire d O,,, � E aLLIL ZIL 0 ~ o O W Q = p r d V ~ u = N W qW Z Z � W u Ili. v, Z C) Z J J W � _ (r, Q W L.L. O = m W LL � W W ~ Z � J J N 0W LL ZU Q = a w O \ N U � Q THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT o [TS �3 i l�\PE L/FI�j.1�73853 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 I REVISIONS I rkln nATC I AIl1TCC SHEET NAME ELECTRICAL SITE PLAN SHEET NUMBER E1-0 nI N ELECTRICAL FLOOR PLAN - LIGHTING ( -1) 1i8° = r-o• 1 GENERAL DRAWING NOTES PROVIDE NO. 10 WIRE IN LIEU OF NO. 12 WIRE FOR ANY BRANCH CIRCUIT EXCESS OF 100 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. PROVIDE NO. 8 WIRE IN LIEU OF NO. 10 WIRE FOR ANY BRANCH CIRCUIT IN EXCESS OF 160 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. 2. ALL EXIT, EMERGENCY AND NIGHT LIGHTS TO BE CONNECTED AHEAD OF ANY LOCAL SWITCHING AND OR RELAY CONTROL. 3. PROVIDE OCCUPANCY SENSORS AND ALL ASSOCIATED HARDWARE, POWER PACKS AND/OR TRANSFORMERS AS REQUIRED FOR A COMPLETE INSTALLATION PER MANUFACTURER REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS INDICATING DESIRED COVERAGE. IN LOCATIONS WHERE NO WALL SWITCH IS SHOWN THE OCCUPANCY SWITCH SHALL SERVE AS THE ONLY SWITCHING MEANS. IN LOCATIONS WHERE WALL SWITCHES ARE PROVIDED, THE WALL SWITCHES SHALL BE WIRED TO ACT AS AN OVERRIDE OFF SWITCH TO THE OCCUPANCY SENSOR. 1. O CODED NOTES PROVIDE LOW VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR, COVERAGE AS REQUIRED, PROVIDE POWER PACK AS REQUIRED FOR RECEPTACLE CONTROL, REFER TO POWER PLAN. 2. PROVIDE DUAL TECHNOLOGY OCCUPANCY SENSOR WALL SWITCH. 3. PROVIDE LOW VOLTAGE DUAL TECHNOLOGY OCCUPANCY SENSOR, COVERAGE AS REQUIRED. 4. CIRCUIT VIA TIMECLOCK. 5. CONNECT TO UNSWITCHED LEG OF LOCAL LIGHTING CIRCUIT. TYPE MANUFACTURER CATALOG NO. LAMP DESCRIPTION INPUT WATTS REMARKS A METALUX 24CZ2-30-UNV-L840-CD 1 -U 4000K 2X4 LED TROFFER 24.2 LAY -IN AE METALUX 24CZ2-30-UNV-L840-CD1-U-EL14W 4000K 2X4 LED TROFFER W/AMERGENCY BATTERY 24.2 LAY -IN Al METALUX 24CZ2-40-UNV-L840-CD I -U 4000K i I 2X4 LED TROFFER 36.2 LAY -IN Al E METALUX 24CZ2-40-UNV-L840-CD1-U-EL14W I 4000K 2X4 LED TROFFER W/AMERGENCY BATTERY 36.2 LAY -IN B SPECTRUM LIGHTING PRXI6LEDLX-100L-35K-El-PR16-CFG 4000K LED PENDANT 81.1 PENDANT BE SPECTRUM LIGHTING PRXI6LEDLX-10OL-35K-El-PR16-CFG-EMCR 4000K LED PENDANT W/EMERGENCY BATTERY 81.1 PENDANT C METALUX 4SNLED-LD5-30SL-LW-UNV-L830-CD1-U-3 3000K INDUSTRIAL LED 4' STRIP 25W SURFACE D HALO PD630DO10B PDM6B827 61 VWB 4000K 6" RECESSED LED 27.7 RECESSED DE HALO PD630DO10B PDM6B827 61 VWB-IEM 4000K 6" RECESSED LED W/EMERGENCY BATTERY 27.7 RECESSED F HALO PD615DOIOB PDM6B827 61 VWB 4000K 6' RECESSED LED 13.7 RECESSED FE HALO PD615DO10B PDM6B827 61VWB-IEM 4000K 6" RECESSED LED W/EMERGENCY BATTERY 13.7 RECESSED Sl VIVID VVDBORLQFR 4000K 42' LED BOLLARD 15 GRADE S2 LUMARK PRV-A40-D-UNV-T5-BZ DIRECT BURIAL CONCRETE POLE I 4000K LED SITE AREA LIGHT 286 POLE MOUNTED AT 25-0" EM ENVOY LIGHTING LEDEM2 N/A WALL MOUNT 1.8 X ENVOY LIGHTING i EXREL *-R-C-A N/A LED EDGE LIT EXIT 5 .y vi o 1Wr1 � M J a U. co � U. o Q m # d00 Z ado =0a J LL W Q IWo 0 W;MW ZJ W � d 'n � W V I .mi W IIIWok W ~ Z O 0 ZLmu U m 404f Z LL207777N •� 4 0 p�C'MN aaJ ppM aYLLv°xD a 9daOQ LL F u W S inF a W = � N � Z V N P7 W J LAW Z U) z -j W (� _r (.9 Q cl W L.L O m W u_ /'= I..L W W Z J J N OW } LL z U = O Q \ w w N C) Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRrTTEN PERMISSION FROM SCHMANGA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE PtiFRI MIT S t E � PE 7FL�IrJ`PE 3853 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 I REVISIONS I SHEET NAME ELECTRICAL FLOOR PLAN - LIGHTING SHEET NUMBER E1-1 HE MDP-14,16,18 N ELECTRICAL FLOOR PLAN - POWER O v8" = V-0• GENERAL DRAWING NOTES 1. COORDINATE ALL MOUNTING HEIGHTS, LOCATIONS, CONNECTION REQUIREMENTS, AND ELECTRICAL REQUIREMENTS WITH KITCHEN VENDOR AND/OR EQUIPMENT NAMEPLATE DATA PRIOR TO ROUGH —IN. 2. ALL 120V, 15A AND 20A RECEPTACLES LOCATED IN THE KITCHEN OR BAR SHALL HAVE GROUND FAULT INTERUPTER PROTECTION. RECEPTACLES LOCATED BENEATH OR BEHIND EQUIPMENT SHALL BE CONNECTED TO A GFI STYLE BREAKER, 3. PROVIDE NO. 10 WIRE IN LIEU OF NO. 12 WIRE FOR ANY BRANCH CIRCUIT EXCESS OF 70 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. PROVIDE NO. 8 WIRE IN LIEU OF NO. 10 WIRE FOR ANY BRANCH CIRCUIT IN EXCESS OF 160 FEET (120V) OF CIRCUIT LENGTH TO FARTHEST DEVICE TO PREVENT EXCESSIVE VOLTAGE DROP. 4. COORDINATE WITH LOW VOLTAGE CONTRACTOR FOR EXACT REQUIREMENTS AND ROUGH —IN LOCATIONS. 5. REFER TO MECHANICAL/PLUMBING DRAWINGS FOR EXACT LOCATION OF EQUIPMENT, O CODED NOTES 1. COORDINATE DEVICE LOCATIONS WITH FITNESS CONSULTANT PRIOR TO ROUGH —IN. 2. COORDINATE DEVICE LOCATIONS WITH KITCHEN CONSULTANT PRIOR TO ROUGH —IN. 3. 50% OF RECEPTACLES WITHIN ROOM SHALL BE CONTROLLED VIA OCCUPANCY SENSOR, SEE LIGHTING, CONTRACTOR SHALL CONFIRM WITH OWNER/ARCHITECT FOR DESIRED RECEPTACLES. RECEPTACLES SHALL BE LABELED PER NEC. 4. REFER TO MECHANICAL SCHEDULE. 5. COORDINATE EXACT ELECTRICAL REQUIREMENTS FOR CRYOTHERAPY EQUIPMENT WITH VENDOR PRIOR TO ROUGH —IN. 6. PROVIDE GROUND BUS BAR WITH INSULATORS AND OFFSETS. 7. PROVIDE 8' X 4' PLYWOOD BACKBOARD, PAINT WITH GRAY FIRE RETARDANT PAINT. 8. PROVIDE 2-4" EMPTY CONDUITS FOR COMMUNICATIONS, REFER TO ELECTRICAL SITE PLAN E1-0 FOR CONTINUATION. WAC EQUIPMENT SCHEDULE TAG VOLTAGE PHASE PHASE NUETRAL GROUND DISCONNECT MEANS EWH-1 208 1 (2) #10 N/A #10 30/2/NF/N-1 EWH-2 208 1 (2) #10 N/A #10 30/2/NF/N-1 AHU-1 208 3 (3) #3 N/A #8 100/3/NF/N-1 AHU-2 208 3 (3) #8 NIA #10 60/31NF/N-1 AHU-3 208 3 (3) #8 N/A #10 60/3/NF/N-1 CU-1 208 3 (3) #8 N/A #10 60/3/NF/N-3R CU-2 208 3 (3) #8 N/A #10 60/3/NF/N-3R CU-3 208 3 (3) #8 N/A #10 60/3/NF/N-3R 0 W Z N E 0 U C9 _Z moo y�Ii iA 0 U.� *2 '06, Z v Q rn Q Zc LoL. rL d d,, m m Z L qpqp— �� W- F 0 z v O W Q mod¢ N W ,N, — W u a J 4. V) Z �/) Vz J W Vcl Q L.L W � O LL W Lu Z N �W LL ZU Q = w O \ N Z CU Q py Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT FROM I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT Dln �co�' 51 r ,p ' TATE 0ic� AFL j�Ql853 t 'f FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME ELECTRICAL FLOOR PLAN - POWER SHEET NUMBER E2-1 Y ie ,f '�d T HE N ELECTRICAL ROOF PLAN O 1/8• = V-0, 1 LEGEND • AIR TERMINAL LOCATION ❑ THRU—ROOF LOCATION 0-1 REBAR BOND PROVIDED BY BONDED LIGHTNING PROTECTIONRAND INSTALLED BY THE ELECTRICAL d1lGROUND ROD LOCATION NO. LP—C120 COPPER CABLE, U.L. LABELED, AWG) BS./1,000 FT., 59,450 CM. GA. NO. LP—A100 ALUMINUM CABLE 24 ST., 14 GA., 102 LBS./1,006 98,640 CM. U.L. LABELED, FT., —•—•—•—•—•— GENERAL INSTALLATION NOTES CURRENT U.L. LISTED TVSS SPD ARE REQUIRED ON ALL SERVICE 1 ENTRANCES AND SHALL BE FURNISHED AND INSTALLED BY OTHERS. TELEPHONE AND/OR ELECTRICAL SERVICE ENTRANCE GROUNDS 2 GROUND OINTERCONNECTED WATER plpE D TO ONE LIGHTNING PROTECTION METAL BODIES OF INDUCTANCE LOCATED ABOUT THE ROOF SUCH 3 VE�VTMSE INSU�AISON GENTS VLOUVERSSANDODOORAFRA�MESI SITUATED WITHIN 6'-0. OF A LIGHTNING CONDUCTOR OR BONDED METAL BODY SHALL BE INTERCONNECTED TO THE LIGHTNING CONDUCTOR SYSTEM. 4 OE LBES� TOHAN 90 NOR TSHALL HAVEOA RADIUSAOFI BEND OF LESS THAN 8 . CONDUCTORS SHALL INTERCONNECT ALL AIR TERMINALS AND SHALL 5 FORM A TWO—WAY PATH FROM EACH AIR TERMINAL HORIZONTALLY OR DOWNWARD TO CONNECTIONS WITH GROUND TERMINALS. 6 ALL LIGHTNING PROTECTION CONDUCTORS SHALL BE FASTENED NOT MORE THAN 3'-0 MAXIMUM SPACING. GROUND RODS SHALL BE DRIVEN TO A MINIMUM DEPTH 7 OF 10'-0" BELOW GRADE AND 2'-0" AWAY FROM FOUNDATION WALL. FOR SAKE OF CLARITY, WE HAVE NOT LABELED EACH INDIVIDUAL ITEM OF LIGHTNING PROTECTION MATERIALS ON THE ROOF PLAN. 8 WE HAVE SHOWN INSTALLATION DETAILS AND HAVE CALLED OUT EACH OF THESE DETAILS ON THE ROOF PLAN ONLY AT RANDOM LOCATIONS. AIR TERMINALS SHALL BE PLACED AT ALL UNPI90TFCTED OUTSIDE 9 CORNERS AND LOCATED INTERMEDIATELY ON 20 —0 MAXIMUM SPAC'JNG AROUND THE ROOF PERIMETER OR RIDGE AND WITHIN 2 —0 OF OUTSIDE EDGE. BOND ALL METALLIC PIPES INCLUDING WATER FIRE GAS 10 SEWER DOWNLEAD, GROUNDNROD ORE GROUND LOOP. YIiE BARE COPPER LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON ALUMINUM ROOF OR SIDING OR OTHER ALUMINUM 11 SURFACES AND VICE VERSA ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER ROOFING OR COPPER SIDING OR OTHER COPPER SURFACES. THE LIGHTNING PROTECTION SYSTEM SHALL BE INSTALLED IN A 12 NEAT AND INCONSPICUOUS MANNER SO THAT ALL COMPONENTS WILL BLEND IN WITH THE APPEARANCE OF THE BUILDING. ACTUAL JOB —SITE CONDITIONS MAY NECESSITATE SLIGHT 13 ALTERATIONS IN AIR TERMINAL AND GROUND ROD LOCATIONS. MIDROOF AIR TERMINALS SHALL BE PLACED ON 50'-0" 14 MAXIMUM SPACING. IF REQUIRED ANY SACRIFICIAL ROOFING PADS, SHALL BE 15 FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. ALL ADHESIVE TYPE FITTINGS SHALL BE SET IN PLACE WITH AN 16 APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT ON NON—BALISTED ROOFS. SEAL ENDS OF CONDUIT MOISTURE TIGHT WITH M-1 STRUCTURAL 17 SEALANT. ALL CONDUIT, CONDUIT FASTENERS AND MISCELLANEOUS 18 ACCESSORIES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL REINFORCING, STRUCTURAL FRAMING AND MISCELLANEOUS STEEL SHALL BE MADE ELECTRICALLY CONTINUOUS THROUGHOUT 19 CONSTRUCTION BY WELDING, CLIPPING, BOLTING OR OTHER APPROVED METHODS. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON SHALL MEET THE REQUIREMENTS OF UNDERWRITERS LABORATORIES 20 STANDARD 96A FOR LIGHTNING PROTECTION SYSTEMS WHEN REQUIRED BY SPECIFICATION. THE DESIGN LAYOUT AND INSTALLATION DETAILS SHOWN HEREON 21 SHALL MEET THE REQUIREMENTS OF NATIONAL FIRE PROTECTION ASSOCIATION STANDARD #780, CURRENT EDITION WHEN REQUIRED BY SPECIFICATION. THE LIGHTNING PROTECTION INSTALLATION SHALL COMPLY IN ALL RESPECTS TO THE LIGHTNING PROTECTION INSTITUTE STANDARD 22 175 WHEN REQUIRED BY SPECIFICATION. THE INSTALLATION SHALL BE MADE BY OR UNDER THE SUPERVISION OF AN L.P.I. MASTER INSTALLER DESIGNER. THE DESIGN LAYOUT AND INSTALLATION SHOWN HEREON SHALL RECEIVE AN LPI 175 CERTIFICATION FROM THE LPI—IP (INSPECTION 23 PROGRAM) OR UL 96A MASTER LABEL CERTIFICATE WHEN REQUIRED BY SPECIFICATION, UPON COMPLETION OF THE PROJECT. 111w M �oW O W z E — W S U Z _ 0 Z a c'=a o 12 S J o� iv ccc E .�YLLWm � Q ZL U Q V r v p F d QQ W r w 33 La 4 J v! Z ��^^ v! Z = W � TJ y V Q �- W LL. O = m W �' CL W W ~ Z J N OW LL ZU = O \ a W N CU Q U) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM ADMA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES •,R RA4�T g�4'T S ° * /ecc= 1 °W i� N. �CS9�ts� e ,T PE FL. F PE73853 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS NO DATE I NOTES SHEET NAME ELECTRICAL ROOF PLAN SHEET NUMBER E2-2 ad.,vio ,zr�vM M n O N CD W O d#� �■ NO. LP-A222ST-1 2" x 12" SAFETY TIPPED ALUMINUM POINT. REFER TO LAYOUT AND GENERAL NOTE "GIN" FOR I nr'ATinni NO. LP-A302-1 /2" STAMPED ADHESIVE TYPE POINT BASE. IN PLACE WITH AN APPLICATI CHEM LINK M-1 STRUCTURAL BARE COPPER LIGHTNING F NOT BE INSTALLED ON ALUMINUM UK UALVANILtU COPING OR OTHER ALUMINUM OR GALVANIZED SURFACES AND VICE VERSA, ALUMINUM LIGHTNING PROTECTION MATERIALS SHALL NOT BE INSTALLED ON COPPER COPING OR OTHER COPPER SURFACES. COURSE iR AND NO. LP-A222ST-1 [2" x 12" SAFETY TIPPED ALUMINUM POINT. RREFER TO LAYOUT AND GENERAL N0� " " FOR LOCATION. Jc NO. LP-A302-1 /2" STAMPED ALUMINUM ADHESIVE TYPE POINT BASE. SECURE IN PLACE WITH AN APPLICATION OF CHEM LINK M-1 STRUCTURAL SEALANT. IMINUM ADHESIVE TYPE ECURE IN PLACE HUN OF CHEM LINK SEALANT. FASTEN MAX. PARAPET AIR TERMIN NOT • SCALE I NO. LP-A100 ALUMINUM CABLE. COURSE CABLE AS THE MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. -_ NOTE: IF REQUIRED ANY SACRIFICAL ROOFING PADS MUST BE FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. B ADHESIVE AIR TERMINAL NOT TO SCALE NO. LP-A222ST-1/2' x 12' SAFETY TIPPED ALUMINUM POINT. REFER TO LAYOUT AND GENERAL NOTE ' FOR LOCATION NO. LP-A305-1/2' CAST ALUMINUM POINT BASE. SECURE WITH TWO A927PO24 #10 x V STAINLESS STEEL TEK SCREWS- C EQUIP. AIR TERMINAL NOT TO SCALE NO. LP-A810 ALUMINUM ADHESIVE TYPE CABLE HOLDER. SECURE IN PLACE WITH AN APPLICATION OF CHEM LINK NO. LP-A100 ALUMINUM CABLE. COURSE CABLE AS THE MAIN CONDUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. NO. LP-A803 ALUMINUM LOOP TYPE CABLE FASTENER. SECURE WITH NO. A927PO24 #10 x V STAINLESS STEEL TEK SCREW. FASTEN CABLE 3'-0' O.C. MAX. NO. LP-0570 1-5 8"0 TO 2-5 8"0 CAST BRONZE U-BOLT TYPE PIPE BONDING CLAMP. INSTALLING CONTRACT TO FIELD ADJUST AND INSURE A SECURE BOND.---77�, NO. LP-C120 COPPER CABLE. NOTE: BONDED LIGHTNING PROTECTION TO FURNISH REBAR BONDING CLAMP AND WIRE AND SHALL BE INSTALLED BY THE ELECTRICAL CONTRACTOR. NO. LP-C120 COPPER DOWNLEAD CABLE. COURSE CABLE IN CONDUIT CONCEALED WITHIN COLUMN AND/OR WALL CONSTRUC- TION; E�Ij BELOW GRADE AS SHOWN PER DETAIL E I� D THRU-ROOF CABLE CONN. NOT TO SCALE NO. LP-C120 COPPER DOWNLEAD CABLE. COURSE CABLE IN CONDUIT, CONCEALED WITHIN COLUMN AND/OR WALL CONSTRUC- TION1 EXIT WITHIN CEILING SPACE AS SHOWN PER DETAIL D '. NO. LP-0570 1-5/8'0 TO 2-5/8.0 CAST BRONZE U-BOLT TYPE PIPE BONDING CLAMP. INSTALLING CONTRACT TO FIELD ADJUST AND INSURE A SECURE BON II Ij'I a' 11 N, F PQQ��N.— NO. LP-C120 COPPER CABLE. NOTE, COURSE NO. LP-C120 COPPER TO ELECTRICAL SERVICE GROUND AND CONNECT. ROUTE CABLE IN V PVC CONDUIT, FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, IF REQUIRED. ONE CONNECTION REQUIRED PER SYSTEM. NOTE: ROOFING CONTRACTOR SHALL FURNISH AND INSTALL APPROPRIATE BOOT AND/OR PITCH PAN FOR A [PERMANENTLY WATER TIGHT SEAL. N0. LP-A100 ALUMINUM CABLE. COURSE CABLE TO THE NEAREST MAIN CON- DUCTOR AND CLOSE CIRCUIT WHERE REQUIRED WITH SPLICER. 1 2" I.D. RIGID GALVANIZED CONDUIT. LENGTH AS REQUIRED BY ROOF THICKNESS TO EXTEND FROM BOTTOM OF ROOF DECK TO 8" ABOVE FINISHED ROOF. CONDUIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. MIN. 7 ,. ALL BENDS) NO. LP-C619A ALUMINUM TO COPPER BIMETALLIC THRU-ROOF CABLE CON- N CTING ASSEMBLY, FURNISHED WITH A1 2"0 x 12 ALL THREAD ROD. SEAL NETRATION PERMANENTLY WATER TIGHT WITH NEOPRENE WASHER FURNISHED WITH ASSEMBLY. PVC CONDUIT FURNISHED AND INSTALLED BY' THE ELECTRICAL CONTRACTOR. COURSE CONDUIT CONCEALED WITHIN COLUMN AND OR WALL CONSTRUCTION; ;XIj BELOW GRA E AS SHOWN PER DEIFAIL SEAL ENDS OF CONDUIT PERMANENTLY WATER TIGHT WITH M-1 STRUCTURAL SEALANT. NUT LOCK WASHER FLAT WASHER CABLE CONNECTION FLAT WASHER NEOPRENE WASHER 1/2" RGS CONDUIT FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR AND SEALED BY THE ROOFING CONTRACTOR - THREADED ROD WASHER & NUT CABLE CONNECTION WASHER & NUT 1' PVC CONDUIT, FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, COURSE CONDUIT CONCEALED WITHIN COLUMN AND/OR WALL CONSTRUCTION) EXIT WITHIN CEILING SPACE AS SHOWN PER DETAIID SEAL ENDS OF CONDUIT PERMANENTLY WATER TIGHT WITH M-1 STRUCTURAL SEALANT. NO. LP-0502 COPPER PARALLEL COMBINATION CABLE SPLICER. NO. LP-0510 CAST BRONZE 'TEE' TYPE CABLE SPLICER. NO. LP-C120 COPPER CABLE. COURSE CABLE BELOW GRADE TO GROUND ROD CONNECTION. REFER TO LAYOUT AND GENERAL NOTE ' FOR LOCATION. E CONCEALED DOWNLEAD TO GROUNDING CONN. NOT TO SCALE 00IE�:: THIS DETAIL DEPICTS NO SPECIFIC AREA SHOWN ON THE LAYOUT. THIS DETAIL ILLUSTRATES TYPICAL AIR TERMINAL PLACEMENT FOR EITHER PARAPETS OR FLAT ROOFS. F TYP. AIR TERMINAL PLACEMENT AT OUTSIDE CORNERS NOT TO SCALE 8" RADIUS MIN. -\ LESS THAN 8" RADIU 90 MIN. ACCEPTABLE REFER TO GENERAL NOTE "4" 8" RADIUS —\ NU I AU(;LF' I AbLL LESS THAN 90' NOT ACCEPTABLE G TYP. CABLE BEND REQUIREMENTS NOT TO SCALE NO. LP-C790 STAMPED BRASS UNIVERSAL CABLE TO GROUND ROD CLAMP. or NO. 613400-3/4' x 10'-0' COPPER - CLAD STEEL GROUND ROD. REFER TO LAYOUT AND GENERAL NOTE ' FOR Lc 0 Wc h 0 W r Z - 0 F U l9 Z moo s U t0 -U21�P Q < 0W>20RN _j aYw=� m t0 E zL — mawa z v Z ra20� N ~Q d r wad �r K+—r V W r u W J u. U) z U) z J W T� y V Q �- L.L W � 0 = co LL � W W ~ z � J J N W LL zU Q = w W O / N U v, THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE PERMIT ; TS ' TAf O 40 �® Ct , ' . ft853 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 SHEET NAME LIGHTNING PROTECTION DETAILS SHEET NUMBER E2-3 PANEL "A" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 225A MLO 225A BUS NEMA-1 SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOAAD CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 20 1 RCPT - COMMUNITY RM 1080 2 20 1 LTG - COMM RM, PSCL OFF 527 3 20 1 RCPT - PASCAL'S OFFICE 720 4 20 1 LTG - FOOD PREP 218 5 20 1 RCPT - GABBY'S OFFICE 720 6 20 1 LTG - KIDS CLUB, PRO SHOP 582 7 20 1 1 RCPT - PRO'S OFFICE 720 8 20 1 1 LTG - LOBBY, CANOPY 578 9 20 1 RCPT - CIRC, MECH, EXTER 900 10 20 1 LTG - COMMONS 648 11 20 1 RCPT - KIDS CLUB 1080 12 20 1 LTG -WE LLNESS 811 13 20 1 RCPT - JAN, STOR, RSTRM 900 14 20 1 LTG - MULTI, CRYO 306 15 20 1 RCPT- LOBBY, PRO'S SHOP 1080 16 20 1 LTG - LOCKER ROOMS 247 17 20 1 RCPT- LOBBY, COMMONS 1080 18 20 1 LTG -TENNIS CENTER 495 19 20 1 RCPT - WOMEN'S LOCKER 540 20 20 2 LTG - PT COURTS #3 AND #4 1 920 21 20 1 RCPT- MEN'SLOCKER 540 22 920 23 20 1 WATER FOUNTAIN 400 24 20 2 LTG - PT COURTS #1 AND #2 1 920 25 20 1 RCPT -CYRO, MULTIPURP 900 26 920 27 20 1 RCPT- WELL, STORE, MECH 720 28 20 2 LTG - PARKING LOT 1 858 29 20 1 RCPT- WELLNESS 720 30 858 31 20 1 RCPT-WELLNESS 720 32 20 1 MONUMENTSIGN 2 1200 33 20 1 RCPT- EXTERIOR 360 34 20 1 RCPT- ELEC RM 720 35 20 1 RCPT- WELLNESS 180 36 30 2 EWH-1 3 2250 37 20 1 RCPT- WELLNESS 180 38 2250 39 20 1 RCPT- WELLNESS 180 40 30 2 EWH-2 3 2250 41 20 1 RCPT- WELLNESS 180 42 2250 43 20 1 SPARE 0 44 20 1 SPARE 0 45 20 1 SPARE 0 46 20 1 SPARE 0 47 20 1 SPARE 0 48 20 1 SPARE 0 49 1 20 1 SPARE 0 50 1 20 1 SPARE 0 51 20 1 SPARE 0 52 20 1 SPARE 0 53 20 1 1 SPARE 0 54 20 1 1 SPARE 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#10, 1#10 E.G. IN 1"C. LIGHTING 9806 1.25 12258.1 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 14220 0.85 12110 MISC 10600 1.00 10600 2. 2#8, 1#8 E.G. IN 1"C. 3. REFER TO MECHANICAL SCHEDULE. q g 6. TOTAL 34626 34968•1 7. ITOTAL DEMAND CURRENT@ 120/208V, 3PH 97.1 AMPS PANEL "CT2" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 100ABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOVAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 50 2 TENNIS COURT LTG 1 3440 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2. 3 q 5 6. n7. TOTAL 137W 17200 I 170TAL DEMAND CURRENT @ 120/208V, 3PH 47.7 AMPS PANEL "CT5" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 100ABUS NEMA.-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOAD CKT AMPS POLE DESCRIPTION NOTES LOVA 1 50 2 TENNIS COURT LTG 1 3440 1 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 1 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN 1"C. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2 g q 5 6. - 7. - ----------------- ---------------------- _ _ TOTAL 137.60 17200 ------- TOTAL DEMAND CURRENT @ 120- 3PH ----- - ------ ----- --- 47.7 AMPS PANEL "K" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 225A MLO 225A BUS NEMA-1 SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 40 3 A5 - OVEN 1 2383 2 40 2 A6 - RANGE 1 1950 3 2383 4 1950 5 2383 6 SHUNT -TRIP SPACE 0 7 SHUNT -TRIP SPACE F9 0 8 60 3 A4 - WAREWASHER 1 3611 40 3 A5 -OVEN 1 2383 10 3611 11 2383 12 3611 13 2383 14 20 1 SPARE 0 15 SHUNT -TRIP SPACE 0 16 20 1 RCPT - CONY. KITCHEN 180 17 20 1 RCPT-CONY. KITCHEN 360 18 20 1 RCPT - CONY. KITCHEN 360 19 20 1 RCPT- CONV. KITCHEN 360 20 20 1 A9 - BACK BAR FRIDGE 702 21 20 1 RCPT - CONV. KITCHEN 360 22 20 1 RCPT - CONV. KITCHEN 180 23 30 2 ESPRESSO MACHINE 1622 24 20 1 RCPT - CONV. KITCHEN 180 25 1622 26 20 1 RCPT - CONV. KITCHEN 180 27 20 1 A10 - U/C FRIDGE 1000 28 20 1 POS 500 29 20 1 RCPT- CONV. KITCHEN 180 30 20 1 Al2 - DOUBLE GRINDER 1000 31 20 1 A8-ICE MAKER 1000 32 20 1 SPARE 0 33 20 1 A3 -PREP FRIDGE 608 34 20 1 SPARE 0 35 20 1 A2 - FREEZER 554 36 20 1 SPARE 0 37 20 1 Al - REFRIGERATOR 702 38 20 1 SPARE 0 39 20 1 Al -REFRIGERATOR 702 1 40 1 20 1 SPARE 0 41 20 r 1T SPARE 0 42 1 20 1 SPARE 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. INTERLOCK WITH ANSUL SYSTEM LIGHTING 0 0.00 0 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 2160 1.00 2160 MISC 39227 1.00 39227.2 2. 3_ 4. 5. 6. TOTAL 41387 41387.2 7. TOTAL DEMAND CURRENT c@ 120/208V, 3PH 114.9 AMPS PANEL "CT3" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 100ABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOVAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 50 2 TENNIS COURT LTG 1 3440 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 1 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC- HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2. 3. 4, 5. 6. TOTAL 13760 17200 7. TOTAL DEMAND CURRENT @ 120/208V, 3PH 47.7 AMPS PANEL "CT6" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 100ABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOVAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 50 2 TENNIS COURT LTG 1 3440 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2. 1 4. 5. 6. TOTAL 13760 17200 7. TOTAL DEMAND CURRENT @ 120/208V, 3PH 47.7 AMPS PANEL "CT1" SQUARE D: NQ 120/208V, 3PH, 4W VOLTAGEIPHASE 60A MCB 100ABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LVA CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 50 2 TENNIS COURT LTG 1 3440 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2_ 3. q, 5. 6. 7. ---__-_-_-_-_-__--_-_-------_-----_-------_----- _ _ ---TOTAL----- _ 13760 17200 TOTAL DEMAND CURRENT @ 120/208V, 3PH-_------_------------_-- 47.7 AMPS -_ PANEL "CT4" SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 100ABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED . COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOVAD CKT AMPS POLE DESCRIPTION NOTES LOAD 1 50 2 TENNIS COURT LTG 1 3440 2 50 2 TENNIS COURT LTG 1 3440 3 3440 4 3440 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 1 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 __r18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 13760 1.25 17200 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2, 3. 4, 5. 6. TOTAL 13760 17200 7. ITOTAL DEMAND CURRENT @ 120/208V, 3PH 47.7 AMPS PANEL "CTT SQUARE D: NQ 120/208V. 3PH, 4W VOLTAGE/PHASE 60A MCB 10CABUS NEMA-4X SURFACE 10,000 AIC SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOAAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 50 2 TENNIS COURT LTG 1 3920 2 50 2 TENNIS COURT LTG 1 3920 3 3920 4 3920 5 1 SPACE ONLY 0 6 1 SPACE ONLY 0 7 1 SPACE ONLY 0 8 1 SPACE ONLY 0 9 1 SPACE ONLY 0 10 1 SPACE ONLY 0 11 1 SPACE ONLY 0 1 12 1 SPACE ONLY 0 13 1 SPACE ONLY 0 14 1 SPACE ONLY 0 15 1 SPACE ONLY 0 16 1 SPACE ONLY 0 17 1 SPACE ONLY 0 18 1 SPACE ONLY 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2#8, 1#10 E.G. IN VC. LIGHTING 15680 1.25 19600 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2. 3. q. 5. 6. TOTAL 15680 19600 7. TOTAL DEMAND CURRENT @ 120/208V, 3PH 54.4 AMPS Q m w z"' E -0 0 !W- to 0 0 U' Z z 'o0 °, 0.cd � zQ �ZR• NN m c t o 1 o IL u aYm0: mm z E 2L wg + ~ IL O LL W Q d Ir_ W 4 ~ cm x Ir � u W 4 J L16 VJ Z �♦/^� VJ z -j J W 2� Q � W � 0 = m W u- CL W W ~ J N W ILL z Q U = w O \ N T U rQ V ) THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT FROM FiRCHMAN 1 CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODES PERMIT O• s , �l,O . STATE P (yam Q1&%' , OE' FL 853 FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS IN01 DATE I NOTES SHEET NAME ELECTRICAL SCHEDULES SHEET NUMBER E6-1 I I ! O ONE -LINE DIAGRAM NOTES 1. UTILITY TRANSFORMER. COORDINATE EXACT REQUIREMENTS WITH THE GENERAL CONTRACTOR AND UTILITY COMPANY. VERIFY AVAILABLE FAULT CURRENT OF INSTALLED EQUIPMENT MATCHES THE DESIGN. NOTIFY THE ENGINEER OTHERWISE. 2. C.T. METER. 3. SURGE SUPPRESSOR, PQ PROTECTION #PQM200 OR APPROVED EQUAL. GROUNDING SYSTEM NOTES 1. GROUNDING SYSTEM SHALL BE TESTED AND SHALL MEASURE A MAXIMUM OF 25 OHMS. USE "FALL OF POTENTIAL TEST" FOR VERIFICATION. PROVIDE COPY OF TEST REPORT TO ENGINEER. 2. CONTRACTOR SHALL PROVIDE GROUND ROD TEST WELLS, REFER TO DETAIL 1/E8.0. SIZE AS REQUIRED TO ALLOW USE OF AN AEMC 3710, MUST BE AT LEAST 14"x8", AND THE COVER SHOULD STATE "GROUND". 3. BENTONITE IS TO BE USED AS A GROUND ENHANCEMENT MATERIAL IN THE GROUNDING SYSTEM INSTALLATION. NO OTHER GROUND ENHANCEMENT MATERIAL IS APPROVED. THE BENTONITE MAY BE EITHER CALCIUM OR SODIUM BENTONITE. 4. CONTRACTOR IS REQUIRED TO ACHIEVE 25 OHM OR LESS RESISTANCE USING "FALL OF POTENTIAL" METHOD AS TESTED BY A TECHNICIAN CERTIFIED TO BY THE MANUFACTURER OF THE INSTRUMENT USED TO COMPLETE THE "FALL OF POTENTIAL" GROUND TESTING. TESTING SHALL BE OF THE ROD SYSTEM, AND EXCLUDE THE LIFER BOND, THE BUILDING STEEL BOND, PIPE BOND, ETC. THE TESTING REPORT SHALL BE PROVIDED TO THE ELECTRICAL CONTRACTOR, THE GENERAL CONTRACTOR, ENGINEER, ARCHITECT AND OWNER. THE GROUND TESTING WILL BE COMPLETED WITHOUT ADDITIONAL COST TO THE OWNER. PANEL "MCIP" SQUARE D: I -LINE 120/208V. 3PH, 4W VOLTAGE/PHASE 1200A MCB 1200A BUS NEMA-1 SURFACE 65,000 Al SERIES RATED COPPER BUS SOLID NEUTRAL CKT AMPS POLE DESCRIPTION NOTES LOAD CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 40 3 CU-1 1 2880 2 40 1 3 AHU-1 18333 1 8333 3 2880 4 8333 5 2880 6 7 40 3 CU-2 1 2880 8 40 3 AHU-2 1 5000 9 2880 10 5000 11 2880 12 5000 13 40 3 CU-3 1 1 2880 14 50 3 AHU-3 1 1 5" 15 2880 16 5" 17 2880 18 5000 19 200 3 PANEL'A' 2 11740 20 200 3 PANEL'K' 2 14894 21 10361 22 13858 23 12525 24 12634 25 60 3 PANEL'CT1' 2 6880 26 60 3 PANEL'CT4' 2 6880 27 68W 28 6880 2s1 1 0 1 30 0 31 60 3 PANEL'CT7 2 6880 32 60 3 PANEL'CT5' 2 68W 33 68W 34 6880 35 0 36 0 37 60 3 PANEL 'CT3 2 6880 38 60 3 PANEL 'CT6 2 6880 39 6880 40 6880 41 0 42 0 43 200 3 SPACE ONLY 0 44 60 3 PANEL'CTT 1 2 7840 45 0 46 7840 47 0 48 0 49 100 3 SPACE ONLY 0 50 60 3 CRYOTHERAPY MACH. 4 4800 51 0 52 4" 53 0 54 48M 55 30 3 SPD 3 0 56 100 3 SPACE ONLY 0 57 0 58 0 59 0 60 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. REFER TO MECHANICAL SCHEDULE LIGHTING 108046 1.25 135058.1 HVAC - COOL 25920 0.00 0 HVAC - HEAT 54999 1.00 54999 RECEPTACLE 16380 0.81 13190 MISC 64227 1.00 64227.2 2. REFER TO POWER RISER DIAGRAM 3. 3#10,1#10 E.G. IN 3/4"C. 4. COORDINATE EXACT ELECTRICAL REQUIREMENTS FOR CRYOTHERAPY EQUIPMENT WITH VENDOR PRIOR TO ROUGH- IN. i TOTAL 269573 267474.3 TOTAL DEMAND CURRENT d@ 120/208V, 3PH 742.4 AMPS WIRETAG LEGEND �A 4 SETS (4) #500 MCM AL, 3 1/2" C. ❑B 1 SET (4) #250 MCM AL, #6 CU EG, 2 1 /2" C. © 1 SET (4) #6 CU, #10 CU EG, 1" C. ❑D 1 SET (4) #4 CU, #8 CU EG, 1 1 /4" C. �E 1 SET (4) #3 CU, #8 CU EG, 1 1 /4" C. © #3/0 CU GROUNDING ELECTRODE CONDUCTOR NEW FACP 120V O EMERGENCY SYSTEM SUPERVISION RTU -� SHUTDOWN TYPICAL INITIATING DEVICES TYPICAL NOTIFICATION DEVICES 24/7 MONITORING STATION FIRE ALARM RISER SCALE: N.T.S. FIRE ALARM RISER NOTES 1. SEE FLOOR PLANS FOR QUANTITY AND LOCATION OF DEVICES. 2. HORN, STROBE, AND OTHER INDICATING FIRE ALARM DEVICES SHALL BE MOUNTED 80" AFF TO BOTTOM OF DEVICE. 3. ALL NOTIFICATION DEVICES IN THE SAME FLOOR SHALL SYNCHRONIZE PER NFPA 72. 4. CONTRACTOR SHALL PROVIDE FIRE ALARM SHOP DRAWINGS TO INCLUDE THE FOLLOWING PER NFPA 72: A. INDICATE TYPE OF BUILDING CONSTRUCTION AND OCCUPANCY. B. INDICATE TYPE OF FIRE ALARM SYSTEM, FIRE ALARM DEVICES, AND AREA OF COVERAGE. C. INDICATE ALL FIRE ALARM DEVICES AND EQUIPMENT ON PLANS AND WIRING DIAGRAMS. D. PROVIDE WIRING DIAGRAMS, CALCUALTIONS SHOWING SECONDARY SUPPLY AND VOLTAGE DROP, AND RESPONSE POINTS. E. PROVIDE A COMPLETE LIST OF DETECTION, EVACUATION SIGNALING AND ANNUCIATOR ZONES. F. INDICATE CANDELA RATINGS FOR ALL VISUAL NOTIFICATION DEVICES. G. COMPLETE LIST OF SAFETY CONTROL FUNCTIONS, SEQUENCE OF OPERATIONS DETAILING ALL INPUTS AND OUTPUTS. H. NOTE ON PLAN INDICATING THAT THE INSTALLATION SHALL BE CERTIFICATED AND THE INSTALLATION SHALL BE PLACARDED. I. FIRE ALARM COMPONENTS SHALL MEET ALL ADA REQUIREMENTS. EFFECTIVELY GROUNDED STEEL FRAMING MEMBER AS DESCRIBED IN N.E.C. ARTICLE 250.52(A)(2). CADWELD OR EXOTHERMIC CONNECTION (TYPICAL) STRUCTURAL•METAL FRAMING - AUXILIARY SYSTEMS GROUNDING MAIN BUSBAR BONDIN N JUMPER m ZBONDING PMENT Q ER z #3/0 COPPER- ELECTRICAL GROUNDING GROUND BUS4 BUSBAR INCOMING SERVICE \-#3/0 COPPER NEUTRAL CONDUCTOR FROM UTILITY COMPANY TRANSFORMER #3/0 COPPER GROUNDING JUMPER AROUND METER AND NONMETALLIC PIPE SECTIONS. CONNECTION MADE WITHIN 5'-0" FROM THE POINT OF ENTRANCE TO THE BUILDING. #3/O COPPER M UNDERGROUND METAL WATER WATER PIPING IN DIRECT SERVICE CONTACT WITH EARTH FOR MINIMUM OF 10'-0" CADWELD OR EXOTHERMIC CONNECTION (TYPICAL) CONCRETE FOUNDATION OR FOOTING WITH MINIMUM HEIGHT OF 2". ELECTRICALLY CONDUCTIVE UN -COATED REINFORCING BAR OR ROD NOT LESS THAN 1 /2" IN DIAMETER AND NOT LESS CONCRETE -ENCASED THAN 20' IN LENGTH. REFER TO DETAIL REINFORCING ELECTRODES 4/EO5.02 FOR ADDITIONAL INFORMATION. #3/0 COPPER ALL CONNECTIONS TO GROUNDING BUSBARS TO BE EXOTHERMIC OR DOUBLE LUGS WITH STAINLESS STEEL HARDWARE, NUTS, LOCK WASHERS, ETC. CADWELD CONNECTION (TYPICAL -#3/0 COPPE GROUNDSTEEL ROD (TYPICAL). CONTRACTOR TO DRIVE ADDITIONAL RODS AS REQUIRED TO ACHIEVE 25 OHMS. GROUND RODS TO BE PLACED AT A MINIMUM OF 30'-0" APART AND AT LOCATIONS THAT TAKE ADVANTAGE OF SITE DESIGN TO IMPROVE GROUNDING (I.E. IRRIGATED LANDSCAPE AREAS, RETENTION AREAS, ETC.) SUPPLEMENTAL RQ ELECTRODES TYPICAL ELECTRICAL SERVICE GROUNDING ELECTRODE WIRING DIAGRAM SCALE: N.T.S. B PANEL 120/2 8V/30/4W PAD MOUNTED 1200 MCB UTILITY TRANSFORMER NEW 120/208/30/4W 3 0 PANEL PANEL .A. ,K, METER 120/208/30 120/28/30 225A MLO 225A MLO O HN G P-1--­1 .,.,.:.ELECTRICAL ROOM 0 G PROVIDE ENGRAVED COMPOSITE ACCESS COVER 1 /2" HIGH LETTERS 13-3/4"W x 23-1 /4"L. PROVIDE "GROUND" TWO STAINLESS STEEL HEX BOLTS FINISHED W/ WASHERS AND SKID GRADE RESISTANT SURFACE EXOTHERMIC BOX CONNECTION ONLY DIMENSIONS 15-1/2"W X EXPOSED COPPER 25"L TOP 23"W X SHALL BE F-1 2-1 /2"L BASE TINNED PULTED 8" DEEP COMPOSITE B r TRAFFIC RATED n QUAZITE PT1324BA18 BOX 3" MIN DEE W/COVER PEA STONE LEAVE ROOM FOR CLAMP -ON METER END SECTION ELEVATI TESTER. LOCATE ROD GROUND OFF CENTER IN BOX ROD CONDUCTOR NOT GREATER THAN 8"R 5/8" GROUND ROD MINIMUM BEND. LOCATED DEPTH 30', 5 OHMS MAX 24" BELOW GRADE WITHOUT CABLE CONNECTED PLAN (TYPICAL) LOCATE OFF CENTER IN BOX VIEW AS SHOWN n GROUND ROD TEST WELL DETAIL SCALE: N.T.S. PANEL PANEL PANEL PANEL PANEL PANEL PANEL 'CT1' 'CT2' 'CT3' 'CT4' 'CT5' 'CT6' 'CTT 120/208/30 120/28/30 120/208/30 120/208/30 120/208/30 120/208/30 120/28/30 60A MCB 60A MCB 60A MCB 60A MCB 60A MCB 60A MCB 60A MCB NEMA-4X NEMA-4X NEMA-4X NEMA-4X NEMA-4X NEMA-4X NEMA-4X DO NOT BOND #8CU #8CU #8C�-TYPICAL, U #8CU #8CU F#8CU NEUTRAL -GROUND AT THIS LOCATION = D = D _ D = E _ E = D = C - REFER TO NOTES AND DETAILS THIS SHEET POWER RISER DIAGRAM SCALE: N.T.S. .y v- o M � M p n o -Ao4k co �rnz" aw�i V z"¢� Z ~R0 �M ~ww W d 0 c o W,y.,oa Qof cLn QgQ vCO3 3 WA , 0 Z �yy- N E g3 (0 Z t7 joo z y"x t U 12 Q Ire 11 � aza,�, w O��Nu� o^= dY'jmm i c0 Zt W Q W Z V Z xx � IL 0 N WK 4a N W M w � W V q J L6 U) z ��^^ v! Z -� W T� y V Q W LL O = m W LL W W W ~ z J -' N 0W } L= z V a O Q \ w N I- U ��Q W THIS DESIGN AND DRAWING IS THE SOLE PROPERTY OF LEISCHMANGARCIA. NO PART OF THIS WORK MAY BE REPRODUCED WITHOUT LZRIOR WRITTEN PERMISSION FROM I IS�1!!1ARMA I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THESE DRAWINGS OMPLY WITH ALL RELEVANT BUILDING CODE PERMIT DQ I�5 i ICENs f 0. - TA OF �✓ ,�•�• �ZOR%OP'' i, X FL.'fi$�853 �IIjIQF 1R FGA PROJECT NUMBER 19020 ISSUE DATE 6/21 /2019 REVISIONS INOI DATE I NOTES SHEET NAME POWER RISER DIAGRAM SHEET NUMBER E7-1