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HomeMy WebLinkAbout6598 Bar S Bar Trl (3)_ III I ham►' _111 I II III11 1'!' Illy!, 11_ CONTACT INFORMATION: OWNER: LENNAR HOMES 4600 W. CYPRESS ST., SUITE 200 TAMPA, FL 33607 LAND PROJECT MANAGER: RANDALL SMITH CELL: 813-360-8385 EMAIL: RANDALL.SMITH@LENNAR.COM PROJECT LOCATION VICINITY MAP SCALE: NTS ARCHITECT: KEESEE ASSOCIATES 258 SOUTHHALL LANE, SUITE 200 MAITLAND, FL 32751 (o) 407.880.2333 AA 26003115 ARCHITECT: JAMES A. GARRITANI, R.A. PROJECT MANAGER: NI GUAN TEL: (407)880-2333 EMAIL: JAMES.GARRITANI@GOKEESEE.COM NI.GUAN@GOKEESEE.COM www.GOKEESEE.com ZEPHYRHILLS, FLORIDA FD S CNG1PJEN IINO AMMOCIATOM STRUCTURAL ENGINEER: FDS ENGINEERING ASSOCIATES 258 SOUTHHALL LANE, SUITE 200 MAITLAND, FL 32751 ENGINEER: SCOTT LEWKOWSKI TEL: (321)972-0491 EMAIL: SLEWKOWSKI@FDSENG.COM www.FDSENG.com APPLICABLE CODES: FLORIDA BUILDING CODE FLORIDA PLUMBING CODE FLORIDA MECHANICAL CODE FLORIDA FUEL GAS CODE NFPA 70 NATIONAL ELECTRIC CODE FLORIDA FIRE PREVENTION CODE NFPA 1 AND NFPA 101 FLORIDA EDITION FLORIDA ACCESSIBILITY CODE EXISTING FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. FLORIDA BUILDING CODE 2020 7th ED. FLORIDA BUILDING CODE 2020 7th ED. FLORIDA BUILDING CODE 2020 7th ED. 2017 NEC 2020 7th ED. & CURRENT ADOPTED CODES & STANDARD BY THE STATE FLORIDA 2018 EDITION FLORIDA BUILDING CODE 2020 7th ED. FLORIDA BUILDING CODE 2020 7th ED. OCCUPANCY CLASSIFICATION OCCUPANCY - A - 3 CONSTRUCTION TYPE NEW - TYPE V-B - NON-SPRINKLED/UNPROTECTED JURISDICTION CITY OF ZEPHYRHILLS 2 SETS SIGNED & SEALED GROSS AREA TABULATION AREA NAME GAME ROOM + STORAGE ENTRYWAY TOTAL SQUARE FOOTAGE F_SQUARE FT. 1309 SF 50 SF 1359 SF SHEET NUMBER O -GENERAL -� 6AMP'-�7r-4v1 ClCr4 AND S�r'LIL T 6-u,iCT14 f ,,L,��►a �� �5►�i( �+ r ceZ, 7r `a MECHANICAL, ELECTRICAL, PLUMBING ENGINEER: INGENUITY ENGINEERS INC. 'genVlty 4798 NEW BROAD ST. SUITE 300 Prosct;veEngineerngsofur,ons" ORLANDO, FL 32814 ENGINEER: SONG SAYPRASITH TEL: (407)398-6007 EMAIL: SSAYPRASITH@INGENUITYEI.COM www.INGENUITYENGINEERS.com DRAW SHEET NAME ING INDEX SHEET ISSUE - - -- - DATE CV1 INDEX & BUILDING DATA 01/26/22 CV2 ABBREVIATIONS, LEGENDS, & NOTES 01/26/22 2 - LIFE SAFETY LS100 LIFE SAFETY PLAN 01/26/22 3 - ARCHITECTURAL AS100 ARCHITECTURAL SITE PLAN 01/26/22 A100 FLOOR PLAN - NOTES 01/26/22 A200 FLOOR PLAN - DIMENSIONS 01/26/22 A400 _ REFLECTED CEILING PLAN 01/26/22� A500 _ ROOF PLAN 01 /26/22 IA600 BUILDING ELEVATIONS 01/26/22 A601 BUILDING ELEVATIONS 01/26/22 A602 BUILDING SECTIONS 01/26/22 A604 TYP. WALL SECTION 01/26/22 j700 DOOR SCHEDULE &DETAILS 01/26/22 A701 WINDOW SCHEDULE & DETAILS, ROOM 01/26/22 SCHEDULE A800 WALL SECTIONS & DETAILS 01/26/22 A900 EXTERIOR PERSPECTIVES 01/26/22 4 - STRUCTURAL S001 GENERAL STRUCTURAL NOTES & 01/26/22 ABBREVIATIONS S100 FOUNDATION PLAN, NOTES & SCHEDULE 01/26/22 S200 ROOF FRAMING PLAN, NOTES & SCHEDULE 01/26/22 S300 FOUNDATION DETAILS 01/26/22 S400 MASONRY DETAILS 01/26/22 S500 ROOF FRAMING DETAILS 01/26/22 _ 5 - ELECTRICAL E001 ELECTRICAL LEGEND, NOTES & 01/26/22 ABBREVIATIONS E002 ELECTRICAL SPECIFICATIONS 01/26/22 E201 FLOOR PLAN ELECTRICAL 01/26/22 E300 ELECTRICAL RISER DIAGRAM AND PANEL 01/26/22 SCHEDULES E400 ELECTRICAL DETAILS 01/26/22 REVIEW DATE: Z- - -Z2— CITY OF ZEPHYRHILLS BUILDING OFFICIAL CURRENT REVISION DATE CIVIL ENGINEER: WRA ENGINEERING 4260 WEST LINEBAUGH AVE. TAMPA, FL 33624 j z o � z� Q J z )1 Ij 4. )1 fI )� LL) 1, O i. N U � ®. — co E J N co.M 8 Co J N 4i CZ U y 7E Co 7 M N O c f Y V O Co 0 � N �c � FMENT AND/OR THE DESIGN CONCEPTS ED HEREIN ARE THE PROPERTY OF E ASSOCIATES AND ALL RIGHTS OF RSHIP, INCLUDING COPYRIGHT OF UAL PROPERTY, ARE RESERVED.THF UCTIONS, COPYING, OR USE OF THIS ENT AND/OR THE DESIGN CONCEPT THE WRITTEN CONSENT OF KEESEF ATES IS STRICTLY PROHIBITED AND TECTED BY UNITED STATES AND ENGINEER, JOE CIMINO OFFICE: 813-265-3130 EMAIL: JCIMINO@WRAENGINEERING.COM w C� Lij z < 0 M cc =0 nU_ w N m REV. NZY REV. NO. DE C. 1DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:37 AM Issue Date: 01/2622 Reviewed By: SGT Drawn By: NG Scale: As indicated Sheet Name: INDEX & BUILDING DATA Sheet No. CV1 ABBREVIATIONS LEGEND OF SYMBOLS PROJECT REQUIREMENTS & COMPLIANCE PROJECT NOTES & AND HGT. HEIGHT SYMBOL DESCRIPTION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, 1. THE SPECIFICATION, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED HEREIN ARE AND SHALL L ANGLE H.C. HANDICAPPED ACCISSIBLE - ---__ STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION REMAIN THE PROPERTY OF THE DESIGNER AND NO PART THEREOF SHALL BE COPIED, DISCLOSED �a AT HM. HOLLOW METAL 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED CENTERLINE HORZ. HORIZONTAL LY \\ REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT WRITTEN CONSENT. ( ) I NORTH ARROW A. GOVERNING MUNICIPAL REGULATORY AGENCIES VISUAL CONTACT WITH THESE PLANS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE CHANNEL HB. HOSE BIBB B. LOCAL, STATE AND FEDERAL CODES EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 0 DIAMETER OR ROUND HR. HOUR % 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY _JL PERPENDICULAR OR STRUCTURAL TEE INCL. INCLUDING _- DISCREPANCIES TO THE OWNER PRIOR TO BEGINNING WORK. CONTRACTORS SHALL VERIFY AND # NUMBER OR POUND INSUL. INSULATE D - - -- BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE ( ) ( ING ) ( TION ) APPLICABLE CODES: NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE ABV. ABOVE INT. INTERIOR STANDARD FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. DRAWINGS. ACOUS./ACT ACOUSTICAL TILE JB JUNCTION BOX (ES) ROOM NAME, STANDARD FLORIDA PLUMBING CODE FLORIDA BUILDING CODE 2020 7th ED. 3. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO ADJ. ADJUSTABLE JC JANITORS CLOSET ROOM NAME & STANDARD FLORIDA MECHANICAL CODE FLORIDA BUILDING CODE 2020 7th ED. CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO 0000 SQ FT STANDARD FLORIDA FUEL GAS CODE FLORIDA BUILDING CODE 2020 7th ED. SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF A/C AIR CONDITIONING JCT. JUNCTION - NUMBER -SEE NFPA 70 NATIONAL ELECTRIC CODE 2017 NEC EXECUTION OF THE WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK. A.F.F. ABOVE FINISHED FLOOR JT. JOINT L302] FINISH SCHEDULE FLORIDA FIRE PREVENTION CODE 2020 7th ED. & CURRENT ADOPTED CODES & 4. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL OF APPROPRIATE AND ALT. ALTERNATE L. LENGTH _ - STANDARDS BY THE STATE OF FLORIDA REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS DESCRIBED IN THE CONTRACT DOCUMENTS. - - - 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FINISHED PRODUCT. ANY AL. ALUMINUM LAM. LAMINATE (D) _ NFPA 1 AND NFPA 101 FLORIDA EDITION 2018 EDITION ITEMS NOT SPECIFIED, OR IDENTIFIED, BUT REQUIRED TO COMPLETE AN ASSEMBLY, SYSTEM, ETC. DOOR NUMBER - ALUM. ALUMINUM LAV. LAVATORY FLORIDA ACCESSIBILITY CODE FLORIDA BUILDING CODE 2020 7th EDSHALL BE CONSIDERED PART OF THIS CONTRACT. . 100A) SEE DOOR 6. THE CONTRACTORS SHALL COORDINATE AND ASSURE THEMSELVES THAT ALL ITEMS OF WORK A.S.T.M. AMERICAN SOCIETY TESTING MATERIALS LG. LAMINATED GLASS _ EXISTING FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LDG. LEADED GLASS SCHEDULE WILL FIT AND FUNCTION IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS AND THAT --- -- - 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN INDIVIDUAL PIECES OF THE SAME AND DIFFERENT SYSTEMS WILL PROPERLY FUNCTION IN A.I.A. AMERICAN INSTITUTE OF ARCHITECTS LL. LIVE LOAD FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT IF NECESSARY. CONFORMANCE WITH THE MANUFACTURER AND INDUSTRY STANDARD REQUIREMENTS. AB. ANCHOR BOLT LT.WT. LIGHT WEIGHT WINDOW NUMBER - 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE THE LIMIT OF ANOD. ANODIED MANUF. MANUFACTURE (ER) 100A '% SEE WINDOW BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. WORK DUE TO OPERATIONS. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AREAS OR ITEMS ARCH. ARCHITECT URAL MARB. MARBLE SCHEDULE 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL ( ) _ ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE PROVIDE ALL TEMPORARY PROTECTION AS REQUIRED TO PROPERLY SECURE THE BUILDING FROM A.R. AS REQUIRED MAS. MASONRY REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. INTRUDERS, ANIMALS, AND THE ELEMENTS. AUTO. AUTOMATIC M.O. MASONRY OPENING COLUMN GRID ! 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM INTEGRATED A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE MAX. MAXIMUM 1 J INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND WITH SCOPE OF WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND OBJECTIVES REFERENCE THE OCCUPANCY OF THE WORK. OF THIS PROJECT. ALL CLEARANCES AND CONFLICTS OF ANY AND ALL CONSTRUCTION; FRAMING/ AWWM. ALIGN WITH WINDOW MULLION MG. MIRROR GLASS 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE MECHANICAL/ PLUMBING/ ELECTRICAL/ ETC REQUIRED SHALL BE ADJUSTED FOR PROPER FIT, BKSPL. BACK SPLASH MIN. MINIMUM -- - - - - CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER ACCESSIBILITY AND FUNCTION. BSMT. BASEMENT MR. MOISTURE RESISTANT PARTITION TYPE - OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES NOT P-1 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN IDENTIFIED, INDICATED OR DESCRIBED IN THE DRAWINGS. INDIVIDUAL CONTRACTORS SHALL BE BRG. BEARING MTD. MOUNTED SEE SHEET A000 OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. RESPONSIBLE FOR THE CONFORMANCE OF THEIR DESIGN AND EXECUTION TO ALL APPLICABLE BM. BEAM MTL. METAL -- - 9. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE LOCAL, STATE AND FEDERAL BUILDING CODES AND ORDINANCES, ZONING BYLAWS AND BTWN. BETWEEN MECH. MECHANIC (AL) - WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY GOVERNING AGENCIES AS WELL AS OSHA, NFPA AND THE HEALTH ACTS. THE CONTRACTOR SHALL BIT. BITUMINOUS MAT. MATERIAL FONC. FLOOR FINISH TAG WORK BY CONTRACTOR. COORDINATE ALL N.I.C., OWNER SUPPLIED, AND FURNISHED ITEMS AS REQUIRED. 10. CONFIRM ALL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION 10. THE CONTRACTOR SHALL WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL MANNER AND SHALL BLK. BLOCK MISC. MISCELLANEOUS - - - - 11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE BE RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF THE SITE DURING BLKG. BLOCKING NFPA NATIONAL FIRE PROTECTION AGENCY EL. 30'-3" PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF TRASH ELEVATION MARK - - - FROM THE SITE, ON A WEEKLY BASIS, AT A MINIMUM, AND MAINTAIN A SAFE AND ORDERLY BD. BOARD N. NORTH TOP OF BEAM CONDITION. BOT. BOTTOM NTS NOT TO SCALE TERMITE PROTECTION NOTES 12• MATERIALS SPECIFIED ARE FOR CONFIGURATION, QUALITY, AND PERFORMANCE. DEMONSTRATED BRK. BRICK NEC NATIONAL ELECTRIC CODE EQUALS WILL BE AMENABLE AND ACCEPTABLE WITH OWNER'S WRITTEN APPROVAL (UNLESS 2 --- -- - - - - OTHERWISE NOTED IN CONTRACT DOCUMENTS. BLDG. BUILDING NR NON FIRE RATED PER FLORIDA BUILDING CODE 2020 7TH EDITION 14. COORDINATE ALL DIMENSIONS OR EQUIPMENT AND BUILT IN ITEMS WITH FINAL PLACEMENT BU. BUILT-UP NSF NATIONAL ANITATION FOUNDATION - - - - - LOCATIONS AS -BUILT CONDITIONS. CO. CLEAN OUT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN. 1 SOIL CHEMICAL BARRIER METHOD 15. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS CPT. CARPET OC. ON CENTER 5 3 INTERIOR 1. "A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION SPECIFICATIONS AND RELATED TRADE PRACTICES OR STANDARDS. THE PREPARATIONS AND ) 30 ED ( ELEVATION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR WATER MODIFICATIONS OF UNDERLYING CONDITIONS SHALL BE COMPLETE AND READY FOR THE NEXT C.B. CATCH BASIN OPG. OPENING MARK HEATER OR ELECTRICAL PANEL." TRADE OR PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD TRADE PRACTICE AND CTR. CENTER OA. OVERALL 4 2. "CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM BUILDING SIDE PERFORMED BY SKILLED WORKERS, TRAINED IN THE INSTALLATION OF THE PRODUCT BEING CLG. CEILING OD. OUTSIDE DIAMETER ___ - WALLS." INSTALLED. WORK NOT CONFORMING TO THESE REQUIREMENTS SHALL BE CAUSE FOR REJECTION. C.F.C.I, FURNISHED INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED PLAN NOTE 3. "IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED SATISFACTORY REMEDIES MAY INVOLVE COMPLETE REMOVAL AND REPLACEMENT OF DEFECTIVE # WITHIN V-0" OF BUILDING SIDE WALLS." WORK OR MATERIAL AT THE CONTRACTORS EXPENSE. CEM. CEMENT O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED NUMBER 4. "TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS C.T. CERAMIC TILE O.H. OPPOSITE HAND -- GRADE SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS AND DIAGRAMS FOR PLUMBING, MECHANICAL AND ELECTRICAL PERMITS AND TO INSTALL CHAM. CHAMFER OWG. ONE WAY GLASS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. REQUIRED COMPONENTS TO MEET ALL APPLICABLE CODES. CHN LNK CHAIN LINK PNT PAINT # LOUVER MARK 5. "INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE." 17. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS, 6. "SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR DIAGRAMS AND CERTIFICATION FOR CONTRACTOR SUPPLIED SYSTEMS FOR REQUIRED C.I. CAST IRON PTD. PAPER TOWEL DISPENSER FORMED." PERMITTING AND AS REQUIRED TO MEET ALL APPLICABLE CODES. C.I.P. CAST IN PLACE PL PROPERTY LINE 7. "BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE 18. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR DETAILED IN MORE THAN WITH PERMANENT METAL OR PLASTIC FORMS, PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT ONE LOCATION, THE CONTRACTOR SHALL PROVIDE THE MORE EXPENSIVE OR HIGHER QUALITY CIR. CIRCLE PLAM PLASTIC LAMINATE # (` REVISION MARK WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT." ITEM AT NO COST TO THE OWNER. CIRCUM. CIRCUMFERENCE PLYWD PLYWOOD r r' 8. "MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIN FALL DILUTION. IF RAIN 19. THE CONTRACTOR IS ADVISED THAT THE OWNER AND OTHER CONTRACTORS MAY BE PERFORMING CLR. CLEARANCE P/CF POUND PER CUBIC FOOT "" FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAT AS REQUIRED." WORK DURING THE PERFORMANCE OF HIS WORK. COMPLETE COOPERATION AND COORDINATION COL. COLUMN P/LF POUNDS PER LINEAR FOOT 9. "CONCRETE OVERPOUR AND MORTAR ALONG FOUNDATION PERIMETER MUST BE REMOVED BEFORE IS REQUIRED. 1 EXTERIOR SOIL TREATMENT." 20. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR DESIGNEES PERFORMING CONIC. CONCRETE P/SF POUNDS PER SQUARE FOOT 10. "SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 1'-0" OF THE WORK OR SERVICES FOR THIS PROJECT, BE IT FOR MATERIALS, LABOR OR BOTH SHALL BE CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH ,A300' - - STRUCTURE SIDEWALLS." RESPONSIBLE FOR THE DETAILED EXAMINATION OF EXISTING CONDITIONS AT THE SITE, AS CONST. CONSTRUCTION PT. POINT ( DETAIL MARK 11. "AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INDICATED IN DRAWINGS, OR IN OTHER INFORMATION AVAILABLE FROM A PUBLIC AGENCY OR INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE CHEMICAL BARRIER IS APPLIED, UTILITY COMPANY. NO CONSIDERATION SHALL BE GIVEN FOR CLAIMS MADE AS A RESULT OF CONTR. CONTRACTOR P.T. PRESSURE TREATED I SHALL BE RETREATED." FAILURE TO UNDERSTAND, IDENTIFY OR ESTABLISH EXISTING CONDITIONS. ANY DAMAGE TO CONT. CONTINUOUS OR CONTINUE R FIRE RATED - 12. "ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT." EXISTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT HIS OWN CJT CONTROL JOINT RAD. RADIUS, ,X, 13. "A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENCE PEST EXPENSE. INSULATION CONTROL COMPANY BE FOR CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF 21. THE CONTRACTOR SHALL SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE SPECIFICATIONS CTPG CLEAR TEMPERED PLATE GLASS RE: REFERENCE OR SEE COMPLIANCE SHALL STATE:'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OR THE DRAWING INDEPENDENT OF BEING INDICATED WITHIN THE OTHER. CTR COUNTER REF. REFERENCE - - OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS OF THE FLORIDA 22. CONTRACTOR TO PROVIDE'UTILIGUARD SYSTEM' ENERGY MANAGEMENT SYSTEMS OR APPROVED CW COLD WATER REINF. REINFORCING ! BUILDING DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES." EQUAL ON ALL ELECTRICAL POWER PANELS FOR ENERGY/GREEN SYSTEMS. DCD CASE DRAIN REQ'D. REQUIRED 14. "AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW WITHIN 1'-01, OF CONCRETE THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER D.F. DRINKING WATER FOUNTAIN REV. REVISION (S) (REVISED) a CELLULOSE CONTAINING MATERIAL." DTL DETAIL RO ROUGH OPENING 15. "NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'*0" OF ANY DIA DIAMETER R/W RIGHT OF WAY BUILDING OR PROPOSED BUILDING." DIM DIMENSION SCH. SCHEDULE - - - DS DOWN SPOUT SHT. SHEET DWG DRAWING SC. SOLID CORE STUCCO, PLASTER GENERAL NOTES DL. DOWN LEADER S. SOUTH OR G.W.B. DN DOWN SSBC SOUTHERN STANDARD BUILDING CODE (S) - - -- 1. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO PREPARATION OF HIS 14. SPECIFICATIONS AND REQUIREMENTS INDICATED ON STRUCTURAL, MECHANICAL, EA. EAST SPEC. SPECIFICATION ( BID AND THOROUGHLY FAMILIARIZE HIMSELF WITH CONDITIONS OF THE PLUMBING AND ELECTRICAL DRAWINGS ARE CONSIDERED MINIMUM ACCEPTABLE E EACH S.S. STAINLESS STEELL CONSTRUCTION AREA AND WORK REQUIRED TO PERFORM THE WORK OF CRITERIA AND MAY BE SUPERCEDED BY MORE STRINGENT CRITERIA REQUIRED AS E.H.D. ELECTRIC HAND DRYER S/S SANITARY SEWER BRICK BLOCK THIS CONTRACT. OBTAIN DIMENSIONS BY CALCULATION, . IF DIMENSIONS PART OF ARCHITECTURAL DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT ELEC ELECTRIC SPG SPANDRELITE PANEL GLASS r ELEV. ARE IN QUESTION, THE CONTRACTOR SHALL REQUEST CLARIFICATION FROM FOR ANY POSSIBLE CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCING THE EL ELEVATION STD STANDARD - - - THE DO NOT SCALE THE DRAWINGS ARCHITECT PRIOR TO CONTINUING SPECIFIC WORK. ELEV ELEVATION STL. STEEL IN, CONSTRUCTION OF THE AREA IN QUESTION. 15. CONTRACTOR TO COORDINATE AND VERIFY ALL EXTERIOR WALL CONTROL AND E. RUW. EACH WAY SEQUAL STSTORAGE E.T & B TOP AND BOTTOM 2. THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1606 EXPANSION JOINTS PRIOR TO THE COMMENCEMENT OF SPECIFIC WORK. USP. STRUCTURE (AL) GRADE/EARTH OF THE 2020 FLORIDA BUILDING CODE. 16. ALL GLASS TO BE TEMPERED PER CODE ADJACENT TO DOORS, ETC. E.W.H. ELECTRIC WATER HEATER T &E.W.C. ELECTRIC WATER COOLER SUSPENDED I3. ALL DIMENSION ARE TAKEN FROM FACE OF MASONRY OR STUD UNLESS 17. PROVIDE DURAROCK TILE BACKER BOARD @a ALL LOCATIONS SCHEDULED FOR TILE NOTED OTHERWISE. FINISH EJ J EXHAUST T.M. TO MATCH 4. ALL CONDUIT, PIPING, AND DUCTWORK PENETRATING ANY RATED 18. PROVIDE VINYL BASE Qa ALL WALLS UNLESS OTHERWISE SPECIFIED/NOTED. EJJT/E.J. EXPANSION JOINT T.M.E. TO MATCH EXISTING ASSEMBLY; FLOOR, CEILING OR WALL SHALL HAVE AN APPROVED FIRE 19. PROVIDE CASING BEADS Qa ALL STUCCO AND DRYWALL TRANSITIONS TO DIFFERENT EXP. EXPOSED T.O.C. TOP OF CONCRETE 1 1 BUILDING SECTION RATED ASSEMBLY FOR THE SPECIFIC APPLICATION. MATERIAL. PROVIDE SEALANT JOINT W/ BACKER ROD OR BOND BREAK. TYPICAL EXIST.EXTG. EXISTING TOH. TOTAL DYNAMIC HEAD A300' A30p/ MARK 5. ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE LOCATED ON SITE UNLESS NOTED OTHERWISE. EXTERIOR T.O.M. TOP OF MASONRY FA FIRE ALARM T.O.R.F. TOP OF ROOF PERIMETER - PER ARCHITECTURAL OR CIVIL DRAWINGS. 20. PROVIDE CORNER BEADS Qa ALL STUCCO & DRYWALL RETURNS. FA FE. FIRE EXTINGUISHER T.O.R.D. TOP OF ROOF DECK - - - - 6. ALL LUMBER IN CONTACT WITH THE SOIL, CONCRETE, MASONRY, OR AS 21. EXTEND ALL NON BEARING WALLS TO 4" ABOVE FINISH CEILING UNLESS NOTED F. CLG/ T.O.W. TOP OF WALL INDICATED OR REQUIRED SHALL BE PRESSURE PRESERVATIVE TREATED. OTHERWISE FIN. CEIL. FINISH CEILING TTPG TINTED TEMPERED PLATE GLASS 7. ALL EXTERIOR STEEL STUD CONSTRUCTION SHALL BE MINIMUM 20 GAGE 22. PROVIDE CONTROL JOINTS BETWEEN DIFFERENT CONSTRUCTION TYPES. I.E. METAL ' WITH A MAXIMUM SPACING OF 24" O.C. ALL INTERIOR STEEL STUD FRAMING AND C.I.P. OR C.M.U. CONSTRUCTION. F.F./FIN. FL. FINISH FLOOR T. OF F. TOP OF FOUNDATION A30Q WALL SECTION CONSTRUCTION SHALL BE MINIMUM 25 GAGE WITH A MAXIMUM SPACING OF 23. ALL FINISHES SHALL BE PROTECTED WHERE INDICATED AS FINAL FINISH. THE FIN. FINISH (ED) TEL. TELEPHONE MARK 24" O.C. WITH NO EXCEPTION CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO PRODUCE A UNIFORM FLASH. FLASHING TV. TELEVISION -_ - 8. AT ALL PERIMETER STOREFRONT WINDOW FRAMING PROVIDE CLOSED END FINISH. FLR. FLOOR (ING) T & G TONGUE AND GROOVE -- FLAT POCKET FILLER. 24. PROVIDE STEEL TROWEL FINISH AT ALL BEAM DETAILS WINDOW SILLS AND UPPER FLUOR FLUORESCENT TYP. TYPICAL 1 ' - I - DETAIL MARK 9. AT ALL PERIMETER STOREFRONT FRAME ASSEMBLIES PROVIDE MIN. I" SHIM. ROOF AND COLUMN CAPS UNLESS NOTED OTHERWISE. FOC. FACE OF CONCRETE U.N.O. UNLESS NOTED OTHERWISE �A300, STOREFRONT TO BE CLEANED OF ALL FOREIGN DEBRIS, I.E. STUCCO, PRIOR 25. EXTERIOR PAINT - 2 COLOR LOCATIONS - TO BE DETERMINED BY ARCHITECT/OWNER. FOF. FACE OF FINISH V.B. VAPOR BARRIER - - - - TO SEALANT APPLICATION. 26. ARCHITECT SHALL BE INDEMNIFIED, HELD HARMLESS FOR ANY HURT, LOSS, OR FOFM FACE OF FINISHED MASONRY VERT. VERTICAL 10. HIGH PERFORMANCE STOREFRONT WINDOW SILL TO BE EXTRUDED DAMAGE DUE TO ANY AND ALL OWNER FINISH SELECTIONS. FOS FACE OF STUDS VCT. VINYL COMPOSITION TILE ALUMINUM WITH CLOSED END PAN. 27. CONTROL OF CONSTRUCTION SITE: KEESEE ASSOCIATES (KA) AND/OR ENGINEER OF F.O.SFACE OF SHEATHING VP VENEER PLASTER 11.SEE FLOOR PLANS AND REFLECTED CEILING PLANS FOR SPECIFIC RECORD (EOR) HAVE NO CONTROL OVER THE CONSTRUCTION SITE, INCLUDING F.O.S.M. FACE OF STRUCTURAL MASONRY VTR. VENT THRU ROOF ELEVATIONS AND DETAILS. VENTILATION OF THE BUILDING AND THEREBY ASSUME NO RESPONSIBILITY FOR THE FTG. FOOTING W/ WITH 12.INSTALL THRESHOLDS AT ALL EXTERIOR DOORS, AT FIRE RATED DOORS, INDOOR AIR QUALITY, OR THE EFFECTS THEREOF, FOR ANY REASON. KA AND/OR FOR FT. FOOT W. WIDTH OR WEST AND DOORS BETWEEN AIR CONDITIONED & NON AIR CONDITIONED SPACES HAS NO DUTY OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT GALV. GALVANIZED WC. WATER CLOSET AND WHERE MATERIALS CHANGE ON EITHER SIDE. THE RESIDENCE, EXISTING BUILDINGS AND ANY ADJOINING SPACES OR SITES, G.I. GALVANIZED IRON W. HTR. WATER HEATER ! 13.ALL SOFFIT SYSTEMS, ROOF SYSTEMS AND WINDOW SYSTEMS TO MEET ALL CONSTRUCTION SITE, MATERIALS, EQUIPMENT, OR ANY OTHER THING, FROM GD. GRADE (GRADING) WNDW WINDOW UPLIFT AND SHAPE CRITERIA AS REQUIRED BY CODES. MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL GEN. GENERAL WO WITHOUT OR CONDITION, AT ANY TIME, EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE GYP./GWB GYPSUM WALL BOARD WD WOOD PERIOD OF TIME DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER H OR HT. HEIGHT WG WIRE GLASS CONSTRUCTION AND KA AND/OR FOR HAS NO DUTY TO TAKE ANY ACTION OR HDW. HARDWARE WT. WEIGHT PREVENTIVE MEASURES TO PROTECT UCH PROPERTY AGAINST ANY SUCH PERIL AT HDR. HEADER WP. WATER PROOFING ANY TIME FOR ANY REASON. HVAC. HEATING/VENTILATING/AC WWF. WELDED WIRE FABRIC (5 C Zo -o Z N Q _J Lt Z w 04 «_n v Cn '~w LO JrM 0I N; M N C LJL O C9 a) p c Il- Y 50 `S s o THIS DOCUMENT AND/OR THE DESIGN CONCEPT: EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:37 AM Issue Date: 01/2622 Reviewed By: SGT Drawn By: NG Scale: Sheet Name: ABBREVIATIONS, LEGENDS, & NOTES Sheet No. A600 1 I 0 0 G LEGEND SYMBOL DISTRIBUTION • PATH OF EXIT FE FIRE EXTINGUISHER - G.C. TO c11,, COORDINATE FINAL LOCATION WITH FIRE MARSHALL I NOTES ti EXIT LIGHT SIGN REFER TO MEP DRAWINGS EMERGENCY LIGHTING d CEILING PACK REFER TO MEP DRAWINGS EACH 3'-0" DOOR ALLOWS 180 PERSONS TO EXIT/PER NFPA (TYP.) EACH 6'-0" DOOR ALLOWS 360 PERSONS TO EXIT/PER NFPA (TYP.) * KEYNOTE L PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3 EXIT---i �— --RAISED BORDER 5/8" MIN. - 2" MAX HIGH RAISED CHARACTERS - - GRADE 2 BRAILLE (TYP.) 2 A6o1 SIGNS SHALL BE DESIGNED AND A600 �'2` ' INSTALLED IN ACCORDANCE WITH i EXIT NFPA 101, SECT 7.10.1.3 AND ICC/ANSI A117.1 SECT 703.3-703.4 TABLE TENNIS III NOTE: 0' - 0" ( 101 _ ) 0' _ 0,., 1. ALL COPY AND GRAPHICS SHALL BE RAISED 1/32" 2. LETTER FORM SHALL BE SANS SERIF EXIT DOOR IDENTIFICATION DETAIL FE - SCALE: NTS '1 A601 LIFE SAFETY PLAN �1 GROSS AREA TABULATION AREA NAME SQUARE FT. GAME ROOM + STORAGE 1309 SF ENTRYWAY 50 SF TOTAL SQUARE FOOTAGE 1359 SF 11 r :n NOTE: -� GC TO COORD. TYPE AND LOCATION OF ALL FIRE EXTINGUISHERS WITH LOCAL FIRE CHIEF PRIOR TO INSTALLATION ----------PROVIDE WALL BLOCKING SUPPORT WHERE REQUIRED WALL MOUNTED EXTINGUISHER AMEREX MODEL #2160 WITH MOUNTING BRACKET LOCATED IN KITCHEN, IN PUBLIC AREAS PROVIDE AS INDICATED -- ON PLANS LB-4A60BC FIRE EXTINGUISHERS WITH MOUNTING BRACKET (COORDINATE LOCATIONS WITH FIRE MARSHALL) FIRE EXTINGUISHER DETAIL SCALE: NTS PLAN NORTH TRUE NORTH 0 2' 4' 8' 7%w"M%Mmmmm� 3/8" = 1 '-0" ROOM OCCUPANCY SCHEDULE ROOM ROOM NAME OCCUPANCY NET ROOM OCCUPANT OCCUPANCY LOAD REQUIRED NUMBER CLASSIFICATION AREA LOAD FACTOR CALCULATED EGRESS WIDTH 101 STORAGE STORAGE 94 SO FT 300 SOFT 1 PPL 0.2" 102 GAME ROOM ASSEMBLY (NON -FIXED SEATS) 1099 SO FT 15 SO FT 73 PPL 14.6" TOTALS: 74 PPL 14.8" NOTES: TOTAL EGRESS PROVIDED: 108" 1. SCHEDULE COMPLIES WITH FBC 2020 7TH EDITION TABLE 1004.1.2 2. REQUIRED EGRESS WIDTH IN INCHES FOR STAIRWAYS PROVIDES .3" PER OCCUPANT AS PER FBC 2020 7TH EDITION 1005.3.1 3. REQUIRED EGRESS WIDTH IN INCHES FOR OTHER EGRESS COMPONENTS PROVIDES .2" PER OCCUPANT AS PER FBC 2020 7TH EDITION 1005.3.2 4. ANY DOOR IN A REQUIRED MEANS OF EGRESS FROM AN AREA HAVING AN OCCUPANT LOAD OF 100 OR MORE PERSONS SHALL BE PERMITTED TO BE PROVIDED WITH A LATCH OR LOCK ONLY IF THE LATCH OR LOCK IS PANIC HARDWARE OR FIRE EXIT HARDWARE AS PER NFPA 101.12.2.2.2.3 0'�?® z o — o z N zQ a V ) Lu cli co U cn J N CC0 N i o �c J L OCO U vim, ��ao N O C I- <000�� N � � A I Ncunc THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND co LLJ CO Gj� 0 y.. Z v I1J 'cam' ._ _ * * ' - F— o Fr cc G�'JF7 Cr Q <* •� LU Q •.41! Q(n co E r- 20 \ d. Q J UJ C� REV. REV. REV. NO, DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:40 AM Issue Date_ 01/2622 Reviewed By: SGT Drawn By: NG Scale: As indicated Sheet Name: zLIFE SAFETY PLAN Sheet No. LS1 00 POND AREA TP-25 - � y PB-14 B-29 a -'B 23: TP-24 POND AREA B-2 i. TP-22 B-10 - 4 r 11111111110 11 fi tl • � TP-16- TP-18_LW — 8-17 TP-14 w � L! i II l8( TP-13 16 B-35 TP-35 B-12 TP-lZ. � r =TP 8IX B-9_ ._J • TP-9 PER*- 9 -PB-15 - I PS-1610_. SIMONS RD. B-13 �i TP-7t TP-33 LJU - B-27 TP-311 PERM-6 PB 11 1 rL Iu ul�J) 446 PERM-;PB-13 I rf J f J r� J i f J Jr f f �r +T 'f a!� r r j yyk ` J, ) 25 FT J WETLAND i _�' y QI ICCCQ on0 TP-g6B Dun- I I PD11 T I-4Q TP-6A 4 r. _ TP-39 .�i B-6 PB-S - - o l POND AREA OND AREA ARKING LOT GENERAL NOTES 1. THIS SITE PLAN IS PRESENTED FOR INFORMATION PURPOSES OF BUILDING LOCATION ONLY AND SHALL NOT BE VIEWED AS A SURVEY, LANDSCAPE SITE PLAN, IRRIGATION PLAN, PAVING PLAN, GRADING PLAN, DRAINAGE PLAN, OR UTILITY/CIVIL ENGINEERED PLAN 2. ALL BOUNDARY, SETBACK, EASEMENT, UTILITY, AND PERMANENT OBJECT INFORMATION AS SHOWN WAS SUPPLIED TO KEESEE ASSOCIATES VIA A SURVEY FURNISHED BY A LICENSED SURVEYOR 3. IF A LANDSCAPE SITE PLAN, IRRIGATION PLAN, PAVING PLAN, GRADING PLAN, DRAINAGE PLAN, OR UTILITY/CIVIL ENGINEERED PLAN IS REQUIRED, IT SHALL BE PROVIDED BY OTHERS AS A SEPARATE ATTACHMENT TO THE PERMIT PLAN SET PACKAGE SUBMITTED 4. DIMENSIONS AS SHOWN ARE FROM THE BUILDING CORNERS TO THEIR RESPECTIVE PERPENDICULAR LOCATIONS ALONG THE BOUNDARY LINES 5. PROPOSED FENCES AND/OR GATES ARE PROVIDED AND SUBMITTED BY OTHERS ABBOTT SQUARE AMENITY CENTER - LIFT STATION k ABBOTT SQUARE GAME s PAVILION k POND AREA FLOODPLAIN COMP AREA •a TP-5 ' a'•, ,a ;I.�' ' i I. k r' TP-37PB- - C PERM-1 v�, r� r � J r �•,,, , - ?Y -- B-4 I ERM-4 `��PB-2 PE -2 ! f PB-4 - PB-7 TP-36 EM �...,� - ESMM EM EXISTING TENNIS CENTER B-1 GATED VILLAS ENTRY TENNIS CENTER POND n- �� TP-3 Si MOMS RD. ARCHITECTURAL SITE PLAN C j --� 1 " = 160'-0" +� TP-2 B—L,.. — —J NEIGHBORHOOD OPEN SPACE C� �2 z o z � Z Q J U) z v1 — Cl1) `n (D J)w 0 w � o � Y C: J J N co— o CO V L CD LL co U m -6 co aw o c r- i � Y � mo < CDo �g LO r+cnoc B 1)( THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEF ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND c� z cn J < - Z CCO W 0 5; _LL _J w w N REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:32 AM Issue Date: 01/2622 Reviewed By- SGT Drawn By- NG Scale: As indicated Sheet Name: ARCHITECTURAL SITE PLAN Sheet No. AS1 00 L ' 1 A600 2< A604% 2 - A602 L7 1 FLOOR PLAN - NOTES 2 A600 A602 � 1 a 3 l URNITURE BY WNER, GC. TO OORD. --4�1 JRNITURE BY NNER, GC. TO DORD. L 2 A601 2 .. �A602' GROSS AREA TABULATION AREA NAME SQUARE FT. GAME ROOM + STORAGE 1309 SF ENTRYWAY 50 SF TOTAL SQUARE FOOTAGE 1359 SF WALL TYPE LEGEND 10'- 0" T.O. 8" CONCRETE BLOCK 2" STONE VENEER INTERIOR 2x4 WD STUD 112 DUROCK OR DENGLASS # KEYNOTE L1 BILLIARD, GC. COORDINATE W/ OWNER [2 FOOSBALL, GC. COORDINATE W/ OWNER 3 TABLE TENNIS, GC. COORDINATE W/ OWNER R 4� CHESSBOARD, GC. COORDINATE W/ OWNER 15 CARD GAME, GC. COORDINATE W/ OWNER 6 5'-0" x 8'-0" LOUVER, W/ INSECT SCREEN, GC TO COORDINATE �7 5'-0" x 6'-4" LOUVER, W/ INSECT SCREEN, GC TO COORDINATE [8 2X DECO STUCCO BUILD OUT, REFER TO DETAILS A800 L9 12" SO. CONC. BLK. COL. W/ STONE VENEER BASE, SEE BLDG ELEV. 1 /A600, 1 /A601 10 CONC. SLAB W/TILE TYPE FINISH, COORDINATE W/ OWNER GENERAL NOTES 1. FOR FLOOR PLAN DIMENSIONED, REFER TO 1 / A200 2. FOR PARTITION TYPES, REFER TO A800 3. ALL NEW INTERIOR WALLS ARE WD STUD WITH DRYWALL OR TILE BACKER BOARD UNLESS NOTED OTHERWISE. C 4. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 5. SUBMIT CASEWORK, DOORS/HARDWARE SHOP DRAWINGS FOR OWNER/ARCHITECT APPROVAL 6. CONFIRM ALL HORIZONTAL DIMENSIONS W/ PLANS AND IN FIELD PRIOR TO FABRICATION/CONSTRUCTION. 7. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER, IN ADDITION TO COLORS. 8. ALL ELECTRICAL FIXTURES AS SELECTED AND APPROVED BY OWNER/ARCHITECT. 9. ROOM SQ.FT ON FLOOR PLAN ARE NET ROOM AREA. AREA TABULATION IS GROSS AREA PLAN NORTH TRUE NORTH 0 2' 4' 8' 3/8" = 1 '-0" Me z o — o Z ctOy Z d Q J IZ NQRM z QJ w A o w � o cn U LiJ c in J N CO O' ) . _ _ co (M O LLL00 U N 5 - CO a)O C 'sxsi. D (/) p (d Q 0, co) N BC fl () C o N (7 1HIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND 06 q ••c� 2 c~ Lij Q D= ¢zr Qo ECE IrQ Q# U-1 QU) z N LU Q� D c/) J Q _0 =0 a_LL w N REV. REV. T REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:52:58 AM Issue Date: 01 /2622 Reviewed By: SGT Drawn By: NG Scale: As indicated Sheet Name: FLOOR PLAN - NOTES Sheet No. Al 00 d r FA600 2 /. 2 o Nt A602J M M ,D u 'i U GROSS AREA TABULATION AREA NAME GAME ROOM + STORAGE ENTRYWAY TOTAL SQUARE FOOTAGE SQUARE FT. 1309 SF 50 SF 1359 S F WALL TYPE LEGEND 77777 10'- 0" T.O. 8" CONCRETE BLOCK 2" STONE VENEER INTERIOR 2x4 WD STUD, 1/2" DUROCK OR DENGLASS 0 2' 4' 8' 3/8" = 1 '-0" PLAN NORTH TRUE NORTH ,,,FLOOR _PLAN - DIMENSIONS . � 3/8" = V-0„ G12® z o — o z z Q J LL � z U) w LLJ n) S Q) Wr 8LJ�— NM = _ E M C:,o z r-o L� CL � cn m o Q0 � v N A' Ncuuc THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND w � � o w - ` Cc Er Cr 0 w Z , * ; , 1 i d U_' , � cv W w r �U � Q.J z J_ 0 z - }0 wCLL.L W N REV. REV. REV. NO. DESC. I DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:00 AM Issue Date_ 01 /2622 Reviewed By: SGT -_ _ — Drawn By: NG Scale: As indicated Sheet Name: - z FLOOR PLAN - DIMENSIONS Sheet No. P I I I I F ill 1 11 11 1 J— A602 L2�-- 8'- 8" HDR. HT HDR. HT� 2 "0 q J! ,27 t 2:, f L A604 Ill 'Z" -7, '4 71' Inn-, 0 '�J -11 1/2" f 44 eV_ 4 10 10 FF- F 1 01 81-811 HDR. HT L �21 ? 4% 4 61 6 1 '.tt W A O-WOE- T 0 F r L2 I - �lj I A602 Of Olt HDR. HT HDRI HT14- 1 .--4- — - R'e.-M' 1� 27 81 891 HDR. HT#F� LEGEND - REFLECTED- CEILING PLAN SYMBOL DESCRIPTION NOTES GYPSUM BOARD CEILING RECESSED LIGHT REFER TO MEP DRAWINGS CEILING FAN REFER TO MEP DRAWINGS GENERAL NOTES 1. REFER TO ELECTRICAL DRAWINGS FOR FINAL LIGHTING LAYOUT AND FIXTURE INFORMATION 2. REFER TO MECHANICAL DRAWINGS FOR MECHANICAL INFORMATION. 3. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWING ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 4. ALL ELECTRICAL FIXTURES/EQUIPMENT BY INTERIOR DESIGNER, OWNER FURNISHED, CONTRACTOR INSTALLED. KEYNOTES J] GUTTER SYSTEM, 5" MIN. F2 LEADER, 4" MIN. 2 0 2' 41 8' 3/8" = 1'-0" PLAN NORTH TRUE NORTH REFLECTED CEILING PLAN 3/8" = 1 1-011 (D �2 z C) z a_ z (J) UJ 0i C) C/) LLI (D a Cl) 0 co M 0 W Cq ai _J .r- LL a) _r_ 00 'n 15 -6 CR (3) 0 C P-1 CC (D (n n - )9: 00 < o N C 11 D C B D. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. 0 0�m Cl) LLI U) z "t ":k C:1 06 F- cD Fr fr LU z C%J LIJ LU < Cli < C) > )-0 1: -1 CL LL LIJ co < N REV. REV. REV. NO. DESC DATE REVISIONS Project Number: 21-7431 Date: 1/25/2022 8:53:01 AM 1Issue Date: 01/2622 Reviewed By: SGT Drawn By: NG scale: As indicated Sheet Name: REFLECTED CEILING PLAN ISheet No. A400 A601 i 2\ A602 ROOF TYPE LEGEND STANDING SEAM METAL ROOF ON ROOF FELT ON SHEATHING ON PRE. ENG. WD TRUSSES ARCH. SHINGLES ON ROOFING FELT ON 1 f T T I SHEATHING ON PRE. ENG. WD. TRUSSES E#1 KEYNOTES r� ALUM. OFF RIDGE ROOF VENT, REFER TO ' MANUF. SPECS ON INSTALLATION AND WATER- PROOFING GABLE WALL RECESSED FROM ROOF EDGE, SEE STRUCT. DRAWINGS S200 PLAN NORTH TRUE NORTH - ROOF PLAN ( 3/8" 1'_0„ -- 0 2' 4' 8' 3/81' = 1 '-0" z O z z O z� z U a �i3i — «1 ? LLJ II'i-i a w N E _N` _ N N L 11 6cl)W N 7 - C� N O C 1- �I) W CD 0, LO C N2 A, rrcunc - lF,, B W, _. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND UJ Q C� LU Q C� � M co Z� F-- o U� LU ¢U) �Z UJ LU U Q J J Q cr CC 2 � =0 CLLL w N REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: lindicated Date: 1 /25/2022 8: Issue Date: Reviewed By: Drawn By: Scale: As Sheet Name: ROOF PLAN Sheet No. A500 M M M 4 3 -2� C1,� ROOFTOP 16'-4„ T.O.M lot -oil HEADER HT 8' - 8" FIRST FLOOF o„ �BUILUINU ELEVA 11UN - NUH I H 3/8" = 1'_0„ ROOFTOP -4" hT.O.M — 10'_0„ Ih HEADER HT 8'- 819 FIRST FLOOR _ K F7 BUILDING ELEVATION - WEST 2 3/8" = 1'-0" ELEVATION KEYNOTES MARK DESCRIPTION �1 STUCCO FINISH, TEXTURED n STANDING SEAM METAL ROOF �3 STONE VENEER W/ STONE CAP SLOPED 4 I 2X WD FRAMED BUMP OUT W/ STUCCO 12 13 FINISH GUTTER SYSTEM, 5" MIN. 2"x 6" STUCCO DECORATIVE BANDING LEADER, 4" MIN. ARCH. SHINGLES 1" x 3" AND 2" x 4" STUCCO BANDING DECORATIVE FOAM CORBELS STUCCO.TRIM, 4" HARDI-BOARD SIDING 1 "x 3" RAISED STUCCO BANDING 1 FLASHING 0 2' 4' 8' 3/8" = 1'-0" (3 Lr) Z Z Z � ccOy Q J n Q� U) LLJ ,o LLJ 0 D N d t(lt �cfJ ~ C Lr) Cl) = N o7 Cl) co _ LeLL L W U to C) y p C_ t` 2 (0 M V Q�LM� N N C B D C THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND z 0 U) —9 w a J Q �- O = J CL LL LLJ N REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53:09 AM Issue Date: 01 /2622 Reviewed By: SGT Drawn By: NG Scale: As indicated Sheet Name: BUILDING ELEVATIONS Sheet No. A600 I MoL ROOFTOP 16'-4" T.O.M _ 101_011 5-1 HEADER HT 8'-8" FIRST FLOOR _ 0" BUILDING 1 3/8" =1,_0. - 12 A � g) �C �1 p E.. 40 2-) 1 Ilk ROOF TOP 16'-e 11T.O. M 0'-0" HEADER HT 8'-8" FIRST FLOOR 0" - BUILDING ELE' ELEVATION KEYNOTES MARK DESCRIPTION STUCCO FINISH, TEXTURED [2 STANDING SEAM METAL ROOF —a STONE VENEER W/ STONE CAP SLOPED ] 2X WD FRAMED BUMP OUT W/ STUCCO FINISH E5 GUTTER SYSTEM, 5" MIN. © 2"x 6" STUCCO DECORATIVE BANDING [:7] LEADER, 4" MIN. u ARCH. SHINGLES g 1" x 3" AND 2" x 4" STUCCO BANDING 10 DECORATIVE FOAM CORBELS 11 STUCCO.TRIM, 4" 12 HARDI-BOARD SIDING 13 1 "x 3" RAISED STUCCO BANDING 14 FLASHING 0 2' 4' 8' J z r — Zto 00 Q J 13 z z tjj 0 j— �v am, w _ -� (D CJ � o U 04 C/) w ��MM J N C, M E r> -N = U LLLO m o co a ca Q o� o AUNC"DC r a \ CON THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT W ITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND a AR Un -- - w C� Q QzC'? T I---- o 66 cc: Q �w N CQ LU QZ C`I LU U � Q J J_ Q > O IZ LL w N REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1/25/2022 8.53:15 AM Issue Date: 01/2622 Reviewed By: SGT Drawn By- NG Scale: As indicated Sheet Name: BUILDING ELEVATIONS Sheet No. A601 � I I _ I III I_ IL__l i t II 1 '1 �BUILDIN 3/8" = 1 '-p" [C:l B) (q� I T I I T I I I I [ � L I [�1[I 1 LL[ IFIII- [ I I I L �L.; i ■■■ - EMO ■■E■Emm■ I I ■I■■ ■■ EI u■■ � 10..1.1E—EI I la ■■ ■ ■ ■■ I■■ IE _ ■ ■■EEEE11 ■E EEEEE ■nEEI aaE ■■■■E EE■■■EE1 no E■■■■■■EEi� EI■■E m■En IEnoEmmm IE 0 101010E now,■■■ EE■■EEEn EEEEnE■■■Eul ■■■■■ IE i�■E■■■��� aE�ElI EI lI I■■■■E IE■ EEEE■■ ■I�m■ E■■■E� EEE■ IE ■ ■mE u ■ Em■man■■i EE aEu■-■E ■EEE■�n I E! ■ a ■■■ 1o■E■EE■ ■ ■ I■■■EE Eat ■E E■ a■nEEEI 1 1■ ■0■ son■EEEEII 10..11E■I EEI II Ea■ ■ ■ ■■EEI ■ 10.10.E EEE■■■EEEEE EEE■E■EE■n la■EE la■■ ■ EE■� EEEEEa■mEEI ■ ■ I■EME■EEE■Room 110EMEN■■—il 1 I ■ ■ ■■ II EI ■ ■■■■■ ■ ■■EE■EEE■II nEE EiEaE iiiiiiiiin E GAME q00 102 1099 SF 1'-011 _ -- - I 1 ROOFTOP --- I- - 16' - 411 Cl T.O, M t. , HEADER HT _ $'-8" 10 __---FIRST FLOOR -'-_1 - - I I III --III- III -III---III- ill- III I IL I III III III III III III III---1 I I III - III -III III --III III- III ' -- II— I - =III I I_- I - - I- I- III III III —III I fJ - I I I T 2 A602 G SECTION 1 1 A602 ROOFTOP — --- — -- - 16'-411 1'-0„ - - - - ---- -- ---- -- 411 411 - - - 8 2 1 �- - --- , -� lit I I I I -- - -- _ L—L8 I T.O.M HEADER _ r7171rr _ ---- 1 E�_, -LFM- I I I I I I I � -- - --- ----- ll1_ T111: • r1 1_ TF l L l T l I- I i I 1! 1 ILL�CI 1 _!II!IITr Lyl I it 13 91 - - rr � r_ l -r. _. ,.I r_ Ll]�- -TT t I 1 � ., ri L 1 I f L� ' (LLrLii ` i i I -� 4 A604 ENTRY [ I [ t I rrl n rT� ! i Z u 10 _- -�VAY - _ ! 1 ! L I_i I i_ - GAME ROOM - .� J I � 1_�1 I I1_I-1 ,-, I.1 iTTT[l c _�_ ; �- 1 u - 102 101 � Iturr 1'L_rTTTT -iilrrl � 1099 SF (103 _ I i T T _ I rllirl i! 1 5 2 0 I s-r n ri` I - II_I f l_i1l TTl I. 111 LL b -1 u I y 5 - •.. I rrr r li_I Iill;-f 1 I rl; Lli I LI 1 i L>_= rr rrrt r ------ - - - - - -- - T FLOOR 41- oil - 1 _ 1 _ ITT- _ T1T�� � f L 6 I I I - - - - - - - -'- -I I I I � I I III III � � I, I I I III I I III III III --III- I I --I !!---III I I I III -III -III l i l---III - III -III ==IIII 11==1 11=II I- III III =1 I I- III. III -__! i I -III I I I -III- BUILDING SECTION 2 (2) GENERAL NOTES 1. FOR WALL TYPE LEGEND, REFER TO A100 2. FOR PARTITION TYPES, REFER TO A800 3. FOR ROOM SCHEDULE, REFER TO A801 4. FOR DOOR SCHEDULE, REFER TO A700 5. FOR WINDOW SCHEDULE, REFER TO A701 L#=1 KEYNOTES U ARCH SHINGLE ON ROOFING FELT ON SHEATHING ON PRE. ENG. WD. TRUSS r STANDING SEAM METAL ROOF ON ROOFING 2 FELT ON SHEATHING ON PRE. ENG. WD. TRUSS 3 MIN. R-30 BATT INSULATION 8" CONCRETE BLOCK WALL, REFER TO FLOOR PLAN _4 ] FOR PLACEMENT & PARTITION TYPES FOR MATERIALS STONE VENEER 6 I FOUNDATION, REFER TO STRUCTURAL DRAWINGS CONCRETE SLAB, REFER TO ROOM SCHEDULE L / I FOR FINISHES & STRUCT. DRAWINGS 8 PRE ENG. WD. TRUSS 9 1 1off x12" MASONRY COLUMN pJ 2X WD FRAME BUMP OUT W/ STUCCO FINISH -1� FOAM CORBELS, VERIFY ON FIELD J Q 0 }O 2 w J W a- LL N F— 0 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: a 1 25/202 2 53 :19 AM / 8 Issue Date: 01 /2622 Reviewed By: SGT Drawn By: NG U) Scale:.,--- As indicated Sheet Name. zBUILDING SECTIONS 0 Sheet No.A602 (a) 0 2' 4' 8' 3/8" = 1'-0" z z o — o z z� Q CL LIJ l 3 w 0 U) LLI LJ J N M E _Mco J nl MN L L L 00 Y C/) 15 0 d00)T�- H e ❑ n c N 2 O A 1 g be THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. w Cwn ,� a LU z LU UJ S.S METAL ROOF ROOFING FELT 5/8" EXT. SHEATHING - -y---- 2X6 FASCIA TRIM BD. _ - -- 1 X FASCIA TRIM BD. \HEEL HT. ALUM. GALV. DRIP EDGE GUTTER SYSTEM, o - - REFER TO ROOFki T -� PLAN PRE. ENG. WD TRUSS T.O.M - 101_o„ X VENTED ALUM. SOFFIT - 7/8" STUCCO 3/4" EXT. GRADE SHEATHING MIN. R-30 BATT INSUL. FOAM DECOR BRACKET STRUCT. BOND BEAM HEADER HT VAPOR BARRIER, EXT. 8' - 8" FACE OF CONC. BLK. WALL STRUCT. LINTEL - 112" STUCCO MIN. TO FINISH FLUSH W/ STUCCO ABOVE LOUVER, GC TO COORDIANTE WITH OWNER, SHOP DRAWINGS TO BE APPROVED STONE CAP FLASHING, SEALANT �! AND DRIP EDGE 1/2 FI-FOIL INSULATION W/ 3/4" P.T. FURRING STRIPS 5/8" OR 112" DENSGLASS OR DUROCK 8" CONC. BLK.WALL --VAPOR BARRIER, EXT. _ ___------- FACE OF CONC. BLK. WALL -- - - STONE VENEER FLR. FINISH, REFER TO r--- ROOM SCHEDULE FOUNDATION, REFER TO STRUCT. DWGS. FIRST FLOOR Air 011 RADON/VAPOR/ WATER BARRIER. WALL SECTION 1 C 1 1 /2" = 1 '-0" 0 2" 6" 12" 24" 1 1 /2" = V-0" me M 0 0 Q J IL z p � w N Lij ® ►_- ,- E J =NM — � N - _ �Lo c) n, :3 -d g3 d ocr-- Y U)roa Q rn � N A ' Nc nuc B6. ` _T' IV THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED, THF REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND Uj Q C� a ¢zC11 �¢o �a a� 0w Q� z N UJ U — 2i —J a J Q M cc >- Q I _J a_ LL W N REV. 7 REV. REV. NO. DESC. LPATE REVISIONS Project Number: 21-7431 Date: 1/25/2022 8.53:19 AM Issue Date: 01/2622 Reviewed By: SGT Drawn By: NG Scale: 1 112" = 1 '-0" Sheet Name TYP. WALL SECTION Sheet No. DOOR SCHEDULE DOOR SIZE DETAIL REFERENCES DOOR ROOM DOOR DOOR FRAME HARDWARE SILL DETAIL JAMB HEAD FIRE MARK NUMBER TYPE MATERIAL. MATERIAL SET WIDTH HEIGHT REF. DETAIL REF. DETAIL REF. RATING COMMENTS I - oil 2/A700 101 102 TYPE A WOOD H. M. [_6 71-011 4/A700 A700 --- PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3, REFER TO LIFT —_ - — - --- - I --- —_ _-SAFETY LS100 102 102 TYPE B WOOD H.M. --- 3'- 0" 7- 0" 1 4/A700 3/A700 2/A700 --- PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3, REFER TO LIFT SAFETY LS1 00 103 101 TYPE C WOOD WOOD --- 3'- 0" 7-011 7/A700 6/A700 5/A700 H.M. CASING 211--, 2" DOOR HARDWARE - REFER TO MANUF.— WEATHERED VERTICAL WOOD PANEL — SINGLE DOOR HOLLOW METAL EXTERIOR A DOOR TYPES 1/�4 -010 1' CONC. BLOCK WALL, REFER TO WALL TYPE LEGEND STUCCO, SMOOTH FINISH INTERIOR FINISH, REFER TO ROOM SCHEDULE DRIP EDGE, FLASHING SEALANT ALL JUNCTURE, TYPICAL MTL. DOOR FRAME CASE IN PLACE OR FILLED SOLID W/ CONCRETE, SEE SCHEDULE FOR TYPE AND MATERIALS DOOR, SEE PLANS FOR SWING DIRECTION AND SCHEDULE FOR TYPE AND MATERIALS EXTERIOR W9 H.M. CASING- 211 ­211 61-011 DOOR HARDWARE - REFER TO MANUF.-- C? WEATHERED VERTICAL WOOD PANEL --- DOUBLE DOOR HOLLOW METAL EXTERIOR B DETAIL - DOOR HEAD @ CONCRETE oil 5/8" GYP. BD. (2) 5 1/2" WOOD STUD HEADER 3 1/2" WOOD STUD HEADER CAULK ALL JUNCTURES (TYP. EA. SIDE) SEE DOOR SCHEDULE FOR DOOR FRAME MATERIAL DOOR - SEE PLAN FOR SWING DIRECTION AND SCHED. FOR TYPE AND MATERIALS HEAD (5 DETAIL - DOOR HEAP WOOD STUD 1 1/2" = 1'-0" WOOD FRAME - DOOR HARDWARE - REFER TO MANUF. - 2" 21f ,�L - 3 -0" c� F.1q, rg D DOOR PANEL ----- SINGLE DOOR WOOD INTERIOR EXTERIOR C CONC. BLOCK WALL, REFER TO WALL TYPE LEGEND - STUCCO, SMOOTH FINISH --- - INTERIOR FINISH, REFER TO ROOM SCHEDULE - J-HOOK FOR STUCCO FINISH - - SEALANT ALL JUNCTURE, TYPICAL MTL. DOOR FRAME CASE IN PLACE OR FILLED SOLID W/ CONCRETE, SEE SCHEDULE FOR TYPE AND MATERIALS DOOR, SEE PLANS FOR SWING DIRECTION AND SCHEDULE FOR TYPE AND MATERIALS - EXTERIO 19 3') DETAIL - DOO_R JAMB—@ CONCRETE 1 1/211 = V-0" JAMB DETAIL - 6 1,2" = V-0. 5/8" GYP. BD. 3 1/2" WOOD STUD @ 16" O.0 CAULK ALL JUNCTURES (TYP. EA. SIDE) SEE DOOR SCHEDULE FOR DOOR FRAME MATERIAL DOOR - SEE PLAN FOR SWING DIRECTION AND SCHED. FOR TYPE AND MATERIALS DOOR JAMB WOOD STUD STUCCO FINISH, SMOOTH CONC. BLOCK, REFER TO WALL TYPE SCHEDULE DOOR, REFER TO DOOR SCHEDULE INTERIOR FINISH, THRESHOLD REFER TO ROOM SCHEDULE BEVEL 1:2 EXPANSION JOINT MATERIAL BASE OF DOOR EXTERIOR CONCRETE CONCRETE SLAB, WALK, REFER TO CIVIL REFER TO ROOM DRAWINGS SCHEDULE EXTERIOR % INTERIOR DETAIL - DOOR SILL @ CONCRETE (4)--- 1 1/2" = V-011 '14.1 SILL DETAIL - DOOR �7 1 1/2' = 1 '_0 DOOR - SEE PLAN FOR SWING DIRECTION AND SCHED. FOR TYPE AND MATERIALS SEE ROOM FIN SCHEDLUE FOR FLOOR FIN. AND HARDWARE SCHEDULE FOR THRESHOLD REQUIREMENTS FIN. FLR. REFER TO FLOOR PLAN FOR LEVEL & PLACEMENT SILL WOOD STUD GENERAL NOTES - DOOR 1. ALL EXTERIOR DOORS TO MEET WIND LOAD CRITERIA 2. ALL GROUND FLOOR UNIT HARDWARE @ ENTRY DOORS SHALL MEET ALL CODES, LAWS AND GUIDELINES FOR HANDICAP ACCESSIBILITY 3. THRESHOLDS AT EXTERIOR DOORS, INCLUDING SLIDING GLASS DOOR TRACKS, ARE NO HIGHER THAN 1 INCH, THRESHOLDS AND CHANGES IN LEVEL AT THESE LOCATIONS ARE BEVELED WITH SLOPES NO GREATER THAN 1: 12 4. FRAMES ARE TYPICALLY WRAPAROUND; SET EXTERIOR FRAMES AS DETAILED 5. ALL GLASS LIGHTS IN DOORS AND DOORS AND FRAMES SHALL BE TEMPERED UNLESS NOTED AS LABELED; ALL GLASS LIGHTS IN LABELED DOORS AND FRAMES SHALL BE CLEAR FIREGLASS 20 BY TGP OR EQUAL 6. ALL EXT. FRAMES SHALL BE GROUTED FULL 7. ALL DOORS 1 3/4" THICK; ALL FRAMES TO HAVE 5/8" X 1 3/4" RABBETS EACH SIDE, VARY STOP WIDTHS TO ACCOMMODATE CLEAR THROAT DIMENSIONS INDICATED. 8. ALL DOOR AND FRAME LABELS SHALL BE METAL (RIVET OR SCREW ATTACHED), STICK -ON LABELS NOT ACCEPTABLE; PROTECT LABELS FROM BOTH PRIMERS AND FINISH PAINTING, LEBLS SHALL BE BRIGHT EMBOSSED METAL PER NFPA 80 9. THRESHOLDS SHALL BE ALUMINUM @ EXTERIOR, INCLUDE TRANSITION STRIPS, CONTINUE FLOOR UNDER DOOR z Z� < __J z U, it LLJ fft A in Lli CL CD A Z=3! U) LJJ C in CU I'l- M EI—JNCI) 0 = M ce) CU (\J . _J LL a) 0 C t- < U.) CU C3, C'J N C B D C A D. EL B THIS DOCUMENT AND/CR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY ' ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND < _rc) R 11� LU z < 6 C) 06 LU 0 LU C� En Z z U) Gi LU 20 < W < C6 i _J< >_0 =:_J CL C) LL N 0 0 z < 0 REV. REV. REV. NO. DESC. DATE REVISIONS :D Project Nu mber: 21-7431 Date: 1/25/2022 8:53:21 AM Issue Date - : - 01/2622 Reviewed By: SGT Drawn N G Scale: As indicated Sheet Name: DOOR SCHEDULE & DETAILS 0 Sheet No. 0 A700 �I �l I''' 111I1 ' I I � WINDOW SCHEDULE SIZE BREAKDOWN DETAIL REFERENCES SILL DETAIL JAMB HEAD NUMBER TYPE TYPE WIDTH HEIGHT REF. DETAIL REF. DETAIL REF. COMMENTS WINDOW WINDOW FRAME 100 TYPEA ALUMINUM 5' - 0" 2' - 0" 3/A701 2/A701 1/A701 FIXED 101 TYPEA ALUMINUM 5' - 0" 2' - 0" 3/A701 2/A701 1/A701 FIXED 102 1 TYPEB ALUMINUM 4' - 0" 2' - 0" 3/A701 2/A701 1/A701 FIXED TYPE A �_l /4" = 1'-0" 1/2" STUCCO FINISH, REFER TO BLDG. ELEV. STRUCT. LINTEL, REFER TO STRUCT. DRAWINGS STUCCO BANDING, REFER TO BLDG. ELEV. ALUM. SUB -SILL FLASHING - WINDOW, REFER TO WINDOW SCHEDULE EXTERIOR HEAD 0 CV HEADER HT 8'-8" 0? CO FIRST FLOOR_ L , 0„ �I INT. FINISH, REFER TO ROOM SCHEDULE 1/2" GYPSUM WALL BOARD 1X P.T. FURRING STRIPS W/ 1/2" FOIL INSULATION - 1 X P.T. SHIM CAULK JOINT INTERIOR HEADER HT 8'-8" O� CV� }-TYPE B. 1 /4" = 1 '-0" DETAIL - WINDOW HEAD @ CONC. BLOCK 1 1/2" = 1 '-0" — ROOM NUMBER 101 -- 102 ROOM NAME _ S_TORAGE _ GAME ROOM FLOOR FINISH TBASE FINISH TILE_ VINYL TILE VINYL FIRST FLOOR 0" 1/2" STUCCO FINISH, REFER TO BLDG. ELEV. CONC. BLOCK WALL, REFER TO PARTITION TYPES -- STUCCO BANDING, REFER TO BLDG. ELEV. ALUM. SUB -SILL FLASHING - WINDOW, REFER TO WINDOW SCHEDULE EXTERIOR JAMB - INT. FINISH, REFER TO ROOM SCHEDULE 1/2" GYPSUM WALL BOARD — 1X P.T. FURRING STRIPS W/ 1/2" FOIL INSULATION - CAULK JOINT INTERIOR DETAIL - WINDOW --JAMB @ CONC. BLOCK 2 1 1/2" = 1'-0" - - ROOM SCHEDULE WALL FINISH PAINTED DU ROCK, K _DEN LA SG SS PAINTED DUROCK, DENSGLASS WINDOW, REFER TO WINDOW SCHEDULE ALUM. SUB -SILL FLASHING - STUCCO BANDING, REFER TO BLDG. ELEV. - 1/2" STUCCO FINISH, REFER TO BLDG. ELEV. CONC. BLOCK WALL, REFER TO PARTITION TYPES EXTERIOR SILL CAULK JOINT WINDOW SILL, REFER TO INT. DESIGNER 1/2" GYPSUM WALL BOARD 1X P.T. FURRING STRIPS W/ 1/2" FOIL INSULATION INT. FINISH, REFER TO ROOM SCHEDULE INTERIOR DETAIL - WINDOW SILL @-CONC. BLOCK 1 1/2" = 1 '-0" - - - - - - - CEILING FINISH CEILING HEIGHT COMMENTS DUROCK, DENSGLASS CEILING 10'-0" FLOOR FINISH MATERIAL, COORD. W/ OWNER DUROCK, DENSGLASS CEILING 10'-0" FLOOR FINISH MATERIAL, COORD. W/ OWNER z zo —o z COy z QQ a U) - �� z w LJ Con, n LJ Ul )) N c« U C/) LU 0� J N cc r� M E _MM N t 0 U_ 0 L U » OR N O c I- a 00 'CU BD THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND Q Z !{ N QO i_- O ' A Cl) .n i a-- P_y cr NQ* ' II o O LU U) LU J ui co < 0 C6 ::D J_ Q 12 z }O CL U_ C) > W N 0 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: - 21-7431 Date: at 22 1 25/2 / 0 853:2 2AM Issue Date: - 01/2622 Reviewed By: SGT Drawn By: - - - NG U) Scale: As indicated Sheet Name: WINDOW SCHEDULE & DETAILS, ROOM 0 SCHEDULE Sheet No. 2 A800\ STONE VENEER W/ SLOPED STONE CAP BELOW, REFER TO DETAIL, 112" STUCCO FINISH - METAL LATH, PER MANUF. SPEC, 3/4" EXT. GRADE SHEATHIN 2X8 WD FRAMING, P.T VAPOR BARRIER, EXT FACE OI CONC. BLOCK WALI LOUVER, GC. TO COORDINATE 8" CONC. BLOCK WALL 1/2" FOIL INSULATION 3/4" P.T. FURRING STRIPS 112" DUROCK DENSGLASS DETAIL PLAN - WOOD FRAME BUMP OUT 1 1 " =1,_0„ 112" STUCCO FINISH ON WIRE METAL, REFER TO BUILDING ELEVATIONS 8" CONC. BLOCK WALL VAPOR BARRIER FLASHING AND SEALANT v, z 0 Q O � J STONE VENEER W/ SLOPED uuj_ STONE CAP, LOCATION z VARIES, REFER TO FLOOR PLAN & BLDG. ELEVATIONS m FOR PLACEMENT & DETAILS GRADE EXTERIOR -- 10'_01, T.O.M. - CEILING SYSTEM, REFER I TO RCP - - --BOND BEAM, REFER TO STRUCTURAL DRAWINGS FOIL INSUL. 3/4" P.T. FURRING STRIPS 4 I _ I GYP. BD �— - INTERIOR FINISH, REFER TO ROOM SCHEDULE ° - - I -- I I - J, I I I FLOOR FINISH, REFER TO ROOM SCHEDULE INTERIOR P-1 PARTITION TYPE - CONC. BLOCK WALL�R/LB) CEILING SYSTEM, REFER TO RCP PLANS — . _J INT. FINISH, REFER TO ROOM SCHEDULE-- 2X CROSS BRACING FLR. FINISH, REFER TO ROOM SCHEDULE FIN. FLR. - INTERIOR \ ARCH SHINGLES, REFER TO BUILDING ELEVATIONS ---BATT INSUL. ROOFING FELT 5/8" EXT. SHEATHING PRE. ENG. WD. TRUSSES, REFER TO TRUSS MANUF. DRAWINGS ALUM. DRIP EDGE - T.O.M 10'-01, -GUTTER - —1 X P.T. TRIM — -2X6 SUB -FASCIA HEADER HT Air 81-8„ ALUM. VENTED SOFFIT 2X6 STUCCO BANDING 1/2" GYP.BD. x ---3/4" P.T. FURRING STRIPS -112" FI-FOIL INSULATION 8" CONC. BLK.WALL -- VAPOR BARRIER, EXT. FACE OF CONC. BLK. WALL A -- - — — — -STONE CAP -GROOVE CUT DRIP EDGE -- - SEALANT AND DRIP EDGE P.T. 2X8 WD FRAMING ° 3/4" EXT. PLYWOOD SHEATHING MORTAR AND METAL LATH - PER MANUF. SPECS STONE VENEER P.T. 2x8 SILL PLATE -~-- FIRST FLOOR, - _-off l FOUNDATION, -_ REFER TP STRUCT. - ------ III_..-- - RADON / VAPOR / -- --- WATERBARRIER. I 1 I -�-� DETAIL SECTION - WOOD FRAME BUMP OUT 111 = 1 '-01, _ .. - CLG. HT. 2x WOOD TOP PLATE 2X WD STUDS, REFER TO WALL TYPE LEGEND FOR SIZE, REFER TO STRUCT. DRAWINGS FOR SPACING 112" GYPSUM WALL BOARD 2x WOOD SILL PLATE, P.T. IF BEARING ON CONC. BASE FINISH, REFER TO ROOM SCHEDULE l01l1111naluol P-2 PARTITION TYPE - WD FRAME WALL�NR/NLB) 5 1 112" = 1'-0" zo Q J c� c� Cf) w ((j w J� g U cn -' w J Nco _ E _M(0 U L J O Loco 5-6- a) of Y (d CD Q Ln co N AI' N C X D C G. TI IIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED, THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND Jam. ®. Q Q f) ,, �'-� Q o CD LLK - CE DE cL Q Q QC Y W Qcn LU (D z co < 0 cn 0 O = J W 0_ LL w U) < N 0 0 00 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 1 /25/2022 8:53.23 AM Issue Date: 01 /2622 Reviewed By: SGT Drawn By: NG Scale: As indicated Sheet Name: -- z WALL SECTIONS & DETAILS 0 Sheet No. 0. A8001 ABBREVIATIONS LB, # POUND(S) DESIGN CRITERIA AAC AUTOCLAVED AERATED CONCRETE L. F. LINEAR FEET AB ANCHOR BOLT LIS LONG 1 ALL WORK SHALL CONFORM TO AT THE STANDARDS OF THE FLORIDA BUILDING CODE 7TH EDITION ABV ABOVE LL LIVE LOAD 2020 A.C.I. AMERICAN CONCRETE LLBB LONG LEG BACK-TO-BACK INSTITUTE LLH LONG LEG HORIZONTAL 2. DESIGN LOADS: ADJ ADJUSTABLE LLV LONG LEG VERTICAL A.F.F. ABOVE FINISHED FLOOR LNTL LINTEL 2.1. DEAD LOADS AGGR AGGREGATE LSL LONG SLOTTED A.I.S.C. AMERICAN INSTITUTE LOC LOCATION 2.1.1. ACTUAL WEIGHT OF PARTITIONS HAS BEEN APPLIED AS A UNIFORMLY DISTRIBUTED OF STEEL CONSTRUCTION LONG LONGITUDE(INAL) SUPERIMPOSED DEAD LOAD. (15 PSF) A. 1. S. 1. AMERICAN IRON AND LP LOW POINT 2.1.2. AN ALLOWANCE OF 7.5 PSF HAS BEEN APPLIED AS A UNIFORMLY DISTRIBUTED STEEL INSTITUTE LW LONG WAY SUPERIMPOSED DEAD LOAD FOR HANGING CEILING AND MECHANICAL LOADS, SUCH AL ALUMINUM AS DUCTWORK, SPRINGER PIPES, AND MECHANICAL EQUIPMENT LOADS. ALT ALTERNATE MAS MASONRY 2.1.3. THE ACTUAL WEIGHT OF EXTERIOR CLADDING OR CURTAIN WALL HAS BEEN APPLIED AR ANCHOR ROD MAX MAXIMUM TO THE STRUCTURE. ARCH ARCHITECT(URAL) MB MACHINE BOLT 2.1.4. DEAD LOADS HAVE BEEN ASSUMED IN THE DESIGN AS FOLLOWS: ASTM AMERICAN SOCIETY OF MBM METAL BUILDING MFR UNIFORM LOADS (PSF) TESTING MATERIALS Mc MOMENT CONNECTION ROOF 20 AW.S. AMERICAN WELDING Mci MASONRY CONTROL JOINT SOCIETY ME MONOLITHIC EDGE 2.2. LIVE LOADS MECH MECHANICAL B/ BOTTOM OF MEZZ MEZZANINE 2.2.1. LIVE LOADS PRODUCED BY THE USE OR OCCUPANCY OF THE STRUCTURE HAVE BB BOND BEAM MF MONOLITHIC FOOTING BEEN INCLUDED IN THE DESIGN, BASED ON THE FOLLOWING OCCUPANCIES: BLDG BUILDING MFR MANUFACTURE(ER) UNIFORM LOADS (PSF) CONCENTRATED LOADS (LB) BLW BELOW MIN MINIMUM PITCHED ROOF 20 BM BEAM MISC MISCELLANEOUS FLAT ROOF 30 BOT BOTTOM M. L. MICROLAM UNIT FLOOR 40 BP BASE PLATE Mo MASONRY OPENING CORRIDOR/BREEZEWAY BRDG BRIDGING MONO MONOLITHIC PUBLIC ASSEMBLY 100 BRIG BEARING MS METAL STUD RETAIL(GROUND FLOOR) 100 1000 BRK BRICK MTL METAL PRIVATE BALCONY BS BOTH SIDES MWF MONOLITHIC WALL FOOTING (LESS THAN 100 SQ. FT) 60 -- BTJ BOLTED TIE JOIST (GREATER THAN 100 SQ FT) 100 BTWN BEWEEN NIC NOT IN CONTRACT STAIR, PUBLIC AREAS 100 NS NEAR SIDE STORAGE AREAS 125 C/C CENTER TO CENTER NTS NOT TO SCALE MECHANICAUELECTRICAL ROOMS 100 2000 CANT CANTILEVER VEHICULAR DRIVEWAYS CB CONCRETE BEAM OA OVERALL (SUBJECT TO TRUCK LOADS) 250 8000 cc CONCRETE COLUMN oc ON CENTER CATWALK 40 300 CFS COLD -FORMED STEEL OD OUTSIDE DIAMETER CIP CAST -IN -PLACE OF OUTSIDE FACE 2-2.2. THE STRUCTURAL DESIGN IS BASED ON THE GREATER OF THE EFFECTS OF THE CIR CIRCLE OH OPPOSITE HAND UNIFORM LOADS NOTED ABOVE OR THE CONCENTRATED LOADS NOTED ABOVE Ci SAWED CONTROL JOINT OVERHEAD (ASSUMED TO BE DISTRIBUTED OVER AN AREA 2.5 SQUARE FEET UNLESS (OR CONSTRUCTION JOINT) OPNG OPENING SPECIFICALLY NOTED BELOW). CL, CENTERLINE OPP OPPOSITE CLG CEILING OPT OPTIONAL 2.2.3. THE MINIMUM CONCENTRATED LOAD ON STAIR TREADS SHALL BE 300 POUNDS ON CLR CLEAR(ANCE) PAF POWDER -ACTUATED AN AREA OF 4 SQUARE INCHES. CM CONSTRUCTION MANAGER FASTENER(S) CMU CONCRETE MASONRY UNIT PB PRE -CAST CONCRETE BEAM 2.2.4. BALCONY RAILINGS AND GUARDRAILS SHALL BE DESIGNED TO RESIST A LOAD OF 50 COL COLUMN PEMB PRE-ENGINEERED METAL POUNDS PER LINEAL FLOOR (PLF) APPLIED HORIZONTALLY AT RIGHT ANGLES TO THE CONIC CONCRETE BUILDING TOP RAIL. INTERMEDIATE RAILS, PANEL FILLERS, AND OTHER CONNECTIONS SHALL CONN CONNECTION PERP PERPENDICULAR BE DESIGNED TO WITHSTAND A LOAD OF 25 POUNDS PER SQUARE FOOT APPLIED CONST CONSTRUCT(ION) PC PRECAST HORIZONTALLY OVER THE ENTIRE TRIBUTARY AREA, INCLUDING THE OPENING AND CONT CONTINUOUS PL, It P. L. PLATE PARALLAM SPACES BETWEEN RAILS. CONTR CONTRACTOR PLS PLACES COORD COORDINATE PLF POUNDS PER LINEAR FOOT 2.2.5. HANDRAILS AND GUARDRAILS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 200 CSK COUNTER SINK (SUNK) PLYWD PLYWOOD POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. CTR CENTER PNL PANEL CTRD CENTERED PSF POUNDS PER SQUARE FOOT 2.2.6. VEHICLE BARRIERS SHALL BE DESIGNED TO WITHSTAND A LOAD OF 200 POUNDS CY CUBIC YARD PSI POUNDS PER SQUARE INCH APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. DBA DEFORMED BAR ANCHOR P.T. PTN PRESSURE TREATED PARTITION 2.2.7. DESIGN LIVE LOADS HAVE BEEN REDUCED IN ACCORDANCE WITH THE GENERAL DBL DOUBLE BUILDING CODE NOTED ABOVE, SECTION 1607.91 & 1607.11. DIA, 0 DIAMETER R RADIUS DIAG DIAGONAL RC REINFORCED CONCRETE 2.3. WIND DESIGN CRITERIA: DIST DISTANCE REF REFERENCE BASIC WIND SPEED (ASCE 7-16) 140 MPH, EXP "C" DL DEAD LOAD REINF REINFORCE(D) (ING) RISK CATEGORY 11 DN DOWN REQ REQUIRE INTERNAL PRESSURE COEFFICIENT ±0.18 DTL DETAIL REQ'D REQUIRED BASE WIND PRESSURE, (qh) 21.7 PSF DWG DRAWING RF ROOF COMPONENT AND CLADDING PRESSURES SEE TABLE ON S002 DWL DOWEL RM ROOM RP RADIUS POINT 2.4. RAIN DESIGN CRITERIA EA EACH RTN RETURN 2.4.1 RAIN LOAD: 0 PSF EE EACH END RW RETAINING WALL 2.4.2 RAIN INTENSITY: 4 Y2" EF EACH FACE EJ EXPANSION JOINT SCH SCHEDULE DESIGN LOAD COMBINATIONS ENG ENGINEER S. D. 1. STEEL DECK INSTITUTE EOR ENGINEER OF RECORD SECT SECTION 2.4.1. BASIC LOAD COMBINATIONS PER ASCE 7-16, SECTION 2.3.2 FOR LOAD AND EOS EDGE OF SLAB SF STEPPED FOOTING RESISTANCE FACTOR DESIGN (LRFD) ARE USED. EL(EV) ELEVATION S. F. SQUARE FEET 2.4.2. BASIC LOAD COMBINATIONS PER ASCE 7-16, SECTION 2.4.1 FOR ALLOWABLE STRESS ELEC ELECTRICAL SHT SHEET DESIGN (ASD) ARE USED. EQ EQUAL Sim SIMILAR EQ SP EQUAL SPACE(S) (ING) S. J. 1. STEEL JOIST INSTITUTE 3. BUILDING DEFLECTIONS AND DRIFTS ANTICIPATED DIFFERENTIAL MOVEMENTS FOR CLADDING ES EACH SIDE SL SLOPE DESIGN AND INSTALLATION. EW EACH WAY SLBB SHORT LEG BACK-TO-BACK EXP EXPANSION SOG SLAB ON GRADE 4. UNDER NORMAL LOADING CONDITIONS, CONCRETE SLABS AND BEAMS WILL DEFLECT. WHETHER EXT EXTERIOR SP SPACE(S) REINFORCED OR POST -TENSIONED, WITH A PORTION OF DEFLECTION DEPENDENT ON THE LENGTH F/ FACE OF SPECS SPECIFICATIONS OF THE LOAD IS APPLIED. STEEL STRUCTURES WILL ALSO DEFLECT UNDER LOAD AND FBC FLORIDA BUILDING CODE SPF SPRUCE -PINE -FIR ENVIRONMENTAL CONDITIONS. FD FLOOR DRAIN SQ SQUARE FDN FOUNDATION SS STAINLESS STEEL 5. PROPER ALLOWANCE MUST BE MADE IN FINISHES AND ATTACHED ELEMENTS TO PERMIT THE FF(E) FINISHED FLOOR (EL.) SSL SHORT SLOTTED STRUCTURE TO DEFLECT WITHOUT DAMAGE TO THE ATTACHED ELEMENTS. DETAILS FOR THE FIN FINISHED STD STANDARD ATTACHMENT THESE ELEMENTS MAY BE PROVIDED BY OTHERS. FL FLOOR STIFFR STIFFENER FLG FLANGE STL STEEL 6. THE FOLLOWING ANTICIPATED DIFFERENTIAL MOVEMENTS BETWEEN ANY TWO FLOORS ARE FMG FRAMING STR STRENGTH BASED ON THE ASSUMPTION THAT CLADDING AND GLAZING INSTALLATION OCCURS NO EARLIER FOM FACE OF MASONRY STRL STRUCTURAL THAN 3 MONTHS AFTER SHORING IS REMOVED AND SLABS AND BEAMS FREE TO DEFLECT. SHOULD FS FAR SIDE SW SHORT WAY / SHEAR WALL INSTALLATION OCCUR SOONER, ADDITIONAL MOVEMENT SHOULD BE ANTICIPATED FT FTG FOOT FOOTING SYMM SYMMETRICAL 6.1. VERTICAL MOVEMENT ALLOWANCE W MIN. SYP SOUTHERN YELLOW PINE 6.2. HORIZONTAL MOVEMENT ALLOWANCE Y4" MIN. GA GALV GAUGE GALVANIZED T&B TOP AND BOTTOM 7. SEE SPECIFIC PLANS FOR DESIGN LOAD VALUES. IF DESIGN LOAD VALUES HAVE NOT BEEN GB GRADE BEAM TB TIE BEAM INCLUDED THEN REFER TO BUILDING CODE. GC GENERAL CONTRACTOR TIC TIE COLUMN GFC GROUT FILLED CELL(S) TEMP TEMPERATURE COURSE(S) THK THICK GLB GLU-LAM BEAM T.O.B. TOP OF BLOCK GR GRADE T.O.M. TOP OF MASONRY GENERALSTRUCTURALNOTES G.T. GIRDER TRUSS T.O.P. TOP OF PLATE TOPG TRANS TOPPING TRANSVERSE 1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND HC HOLLOW -CORE TYP TYPICAL SPECIFICATIONS. THE ARCH ITECT/ENGI NEER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS HDR HEADER T/ TOP OF BETWEEN THE SPECIFICATIONS AND DESIGN DRAWINGS. THE MORE STRINGENT REQUIREMENTS HT HEIGHT SHALL GOVERN UNLESS DETERMINED OTHERWISE BY THE ARCHITECT/ENGI NEER. HK HOOK LINO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL 8. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE STRUCTURAL CONSTRUCTION DOCUMENTS HP HIGH POINT VIF VERIFY IN FIELD HAVE BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE. HS HEADED STUD VERT VERTICAL HSS HOLLOW STRUCTURAL V1. VERSALAM 9. EVERY REASONABLE EFFORT HAS BEEN MADE TO ENSURE COORDINATION BETWEEN THESE SECTION (STEEL TUBE) DRAWINGS AND THE ARCHITECTURAL & M.E.P. DRAWINGS. SHOULD THERE BE ANY W.A. WEDGEANCHOR DISCREPANCIES, THE CONTRACTOR SHALL REQUEST CLARIFICATION IN WRITING. ID INSIDE DIAMETER WD WOOD IF INSIDE FACE WF WALL FOOTING 10. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED OR OTHERWISE REDUCED IN STRENGTH. INT INTERIOR WO WINDOW OPENING NOTIFY THE E.O.R. IMMEDIATELY OF ANY CONFLICTS THAT COULD REQUIRE STRUCTURAL MEMBER JST JOIST WP WORKING POINT MODIFICATION. JT JOINT WS WATERSTOP WWF WELDED WIRE FABRIC 11. THE GENERAL CONTRACTOR SHALL REVIEW AND DETERMINE THAT DIMENSIONS ARE K KIP (1,000 LB) W/ WITH COORDINATED BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION KMALL KNEEWALL OR START OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL REVIEW AND COORDINATE KO KNOCK -OUT ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, EMBEDDED AND SUPPORTED ITEMS WHICH AFFECT THE STRUCTURAL DRAWINGS PRIOR TO CONSTRUCTION AND/OR FABRICATIONS. THE ARCHITECT/ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. 12. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS, OR TIE -DOWNS WHICH MIGHT BE NECESSARY. 13. THE GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, THE WORK PERSONS AND OTHER PEOPLE DURING CONSTRUCTION. HE SHALL SUPERVISE AND DIRECT THE WORK AND BE RESPONSIBLE FOR ALL CONSTRUCTION. ITISSOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 14. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. 15. ALL SUBMITTAL SETS SHALL CONSIST OF A MAXIMUM OF 5 COPIES. ANY ADDITIONAL COPIES WILL BE DISCARDED. ANY SUBMITTALS RECEIVED BY ARCH/ENG THAT HAVE NOT BEEN CHECKED BY THE GC AND HIS SUBCONTRACTOR SHALL BE RETURNED WITHOUT REVIEW. THE ENGINEER'S APPROVAL OF SHOP DRAWINGS AND/OR SUBMITTALS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR DEVIATIONS, ERRORS, OR OMISSIONS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 16. NO CONSTRUCTION LOADS THAT EXCEED THE SAFE LOAD CARRYING CAPACITY OF THE STRUCTURAL MEMBERS SHALL BE APPLIED TO THE STRUCTURE. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY UNUSUAL OR EXCESSIVE LOADS OCCURRING DURING CONSTRUCTION. DO NOT APPLY CONSTRUCTION LOADS UNTIL STRUCTURAL COMPONENTS ARE PROPERLY CONNECTED AND ALL NECESSARY TEMPORARY BRACING IS IN PLACE. 17. WORK NOT INDICATED ON THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT AT SIMILAR LOCATIONS SHALL BE REPEATED. UNLESS OTHERWISE NOTED, ALL SECTIONS AND DETAILS SHOWN ON THESE DRAWINGS ARE TYPICAL AT SIMILAR LOCATIONS AND CONDITIONS. FOUNDATIONS 1 A GEOTECHNICAL ENGINEERING REPORT HAS NOT BEEN PROVIDED FOR THIS PROJECT. WE STRONGLY RECOMMEND A GEOTECHNICAL EXPLORATION BE PERFORMED BY A GEOTECHNICAL ENGINEER LICENSED WITH THE STATE OF FLORIDA TO VERIFY THE EXISTING SUBGRADE PROFILE, RECOMMEND SUBGRADE PREPARATION, AND RECOMMEND AN ALLOWABLE SOIL BEARING PRESSURE. 2. THE FOUNDATION HAS BEEN DESIGNED BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. A GEOTECHNICAL ENGINEER SHALL PROVIDE A SUBGRADE VERIFICATION FOR THE SOILS UNDER FOUNDATIONS AND SLABS ON GRADE TO VERIFY THIS ALLOWABLE SOIL BEARING PRESSURE AND TO VERIFY PROPER COMPACTION OF SUBGRADE SOILS PRIOR TO POURING FOUNDATION. 3. A SOILS TESTING AND VERIFICATION SCHEDULE SHALL BE ESTABLISHED BY THE G.C. BASED ON THE GEOTECHNICAL REPORT AS WELL AS COORDINATION WITH THE GEOTECHNICAL ENGINEER. THE SOILS TESTING AND VERIFICATION SCHEDULE SHALL BE STRICTLY FOLLOWED BY THE CONTRACTOR TO ENSURE PROPER AND ADEQUATE SUPPORT OF THE STRUCTURE. IF THE CONTRACTOR OR GEOTECHNICAL ENGINEER FINDS LOCALIZED AREAS OF POOR SOILS DURING SOILS TESTING AND VERIFICATION THE E.O.R. SHALL BE IMMEDIATELY CONTACTED TO EVALUATE THE FOUNDATION SUPPORT- 4. FOOTINGS SHALL BE POURED INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS PERMIT. 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BEAR A MINIMUM OF 2'-0" BELOW FINAL GRADE UNLESS NOTED OTHERWISE IN THESE DRAWINGS. 6. PERFORM DENSITY AND MOISTURE CONTENT TESTS OF COMPACTED FILL MATERIALS IN ACCORDANCE WITH ASTM D2216 AND ASTM D6938 OR AS REQUIRED BY GEOTECHNICAL ENGINEER. 7. G.C. SHALL COORDINATE AND NOTIFY E.O.R. OF ANY CONDITIONS THAT WILL REQUIRE FOOTING STEPS OR LOWER FOOTINGS THAN INDICATED ON FOUNDATION PLAN. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, CONFLICTS WITH FINAL GRADING AROUND BUILDING PERIMETER, CONFLICTS WITH BELOW GRADE UTILITIES & PLUMBING, AND UNSUITABLE BEARING MATERIAL. 8. SLOPE SIDES OF EXCAVATIONS, OR SHORE, SHEET, AND BRACE SIDE SLOPES TO ENSURE SLOPE STABILITY AND SAFETY. ADEQUATELY PROTECT ALL EXCAVATION SLOPES. 9. REMOVE ALL MATERIAL CONTAINING ROOTS, DEBRIS OR OTHER DELETERIOUS MATERIAL FROM THE SITE. 10. PROVIDE ADEQUATE DRAINAGE OR DEWATERING TO ALLOW PROPER FINISHING OF EXCAVATIONS AND TO KEEP WATER FROM COLLECTING IN THE BOTTOM OF EXCAVATIONS. FOUNDATIONS SHALL BE PLACED IN THE DRY. DO NOT PLACE FOOTINGS IN WATER. SLAB ON GRADE 1 2 4. 5. UNLESS NOTED OTHERWISE IN THE GEOTECHNICAL REPORT, COMPACT INTERIOR FILL TO 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). SOIL COMPACTION SHALL BE FIELD -CONTROLLED BY A REPRESENTATIVE TECHNICIAN OF A QUALIFIED LABORATORY, EACH LIFT OF FILL SHALL NOT EXCEED 8" THICK AND SHALL BE COMPACTED PRIOR TO PLACEMENT OF NEXT LIFT. MAXIMUM SPACING OF CONTROL JOINTS (SAWED CONTROL JOINT OR CONSTRUCTION JOINT) SHALL BE AS SET IN THE TABLE BELOW, OR AS NOTED IN CONSTRUCTION DOCUMENTS. THE MORE STRINGENT REQUIREMENT SHALL APPLY. PATTERNS SHALL BE APPROXIMATELY SQUARE WITH A RATIO OF LONG SIDE TO SHORT SIDE NOT EXCEEDING 1.5 TO 1. SLAB 3/4" OR LARGER THICKNESS AGGREGATE (IN) SPACING (FT) 4 12 5 13 6 14 MIX DESIGNS CONTAINING AGGREGATE LESS THAN 3/4" ARE NOT ACCEPTABLE. SAWCUT SLAB AS SOON AS AGGREGATE DOES NOT DISLODGE (MUST BE WITHIN 12 HOURS OF CONCRETE PLACEMENT). GENERAL CONTRACTOR SHALL COORDINATE EXACT LOCATIONS OF SCJ'S AND CSS WITH ARCHITECTURAL FLOOR FINISHES TO ENSURE SLAB JOINTS DO NOT TRANSLATE THROUGH TO THE FINISHES. FLOOR FINISHES SHALL BE ISOLATED TO THE BEST EXTENT POSSIBLE FROM THE CONCRETE SLAB. SLAB THICKNESS SHALL BE INCREASED AS REQUIRED TO PROVIDE ADEQUATE SUPPORT FOR CRANE LOADS WITHOUT CRACKING THE SLAB. PLACE CONCRETE TO ACHIEVE AS TRUE AND SMOOTH A TOP SURFACE AS POSSIBLE. MOUNDS OR DIPS ARE NOT ACCEPTABLE. GC SHALL CONTROL OVERALL FLATNESS AND LEVELNESS, INCLUDING ON SLOPING AREAS TO WITHIN TOLERANCES PERMITTED BY SPECIFICATION - ASTM El 155. .CONCRETE AND REINFORCING 1 . A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD TESTING INCLUDING SLUMP TESTS AND CYLINDER BREAKS TO ENSURE CONFORMANCE WITH CONSTRUCTION DOCUMENTS. G.C. OR TESTING AGENCY SHALL SUBMIT REPORTS TO ARCHITECT AND ENGINEER FOR REVIEW. 2. CONCRETE WORK SHALL CONFORM TO ACI (LATEST EDITION) AND BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. ALL CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THRU #18 BARS: 2" #5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, JOISTS: #14 AND #18 BARS: 1 1/2" #11 BAR AND SMALLER: 3/4" BEAMS, COLUMNS: PRIMARY REINFORCING, TIES, STIRRUPS, SPIRALS: 1 1/2" SHELLS, FOLDED PLATE MEMBERS: #6 BAR AND LARGER: 3/4" #5 BAR, W31, OR D31 WIRE AND SMALLER: 1/2" 4. CONCRETE MIX DESIGN SUBMITTALS 3.1. EACH MIX DESIGN SHALL BE LABELED TO INDICATE THE AREA IN WHICH THE CONCRETE IS TO BE PLACED (I.E. FOUNDATIONS, SLAB -ON -GRADE, COLUMNS, ETC.). FAILURE TO DO SO WILL CAUSE DELAY AND/OR REJECTION OF SUBMITTALS. 3.2. PROPOSED MIX DESIGN SHALL BE IN ACCORDANCE WITH METHOD 1 OR METHOD 2 OF ACI 301. PROVIDE SUPPORTING DATA IN TABULAR FORM FOR EACH SEPARATE PROPOSED MIX. 3.3. SUBMIT CONCRETE MIX DESIGN FOR EACH PROPOSED CLASS OF CONCRETE. 5. REBAR SHALL CONFORM TO ASTM A615 (GRADE 60). WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 AND SHALL BE LAPPED MINIMUM OF ONE MESH + 2" WHERE SPLICED. ALL REINFORCING SHALL BE DOMESTICALLY PRODUCED. 6. SEE THE'REBAR BEND & SPLICE DETAIL'IN THESE DRAWINGS FOR STANDARD LAP SPLICE LENGTHS AND BENDING REQUIREMENTS FOR REINFORCING BARS. 7. SEE THE'TYPICAL CORNER REINFORCING DETAIL'FOR REINFORCING DEVELOPMENT IN CONCRETE. 8. MINIMUM COVER FOR REINFORCING BARS SHALL BE AS LISTED BELOW, UNLESS NOTED OTHERWISE: CONCRETE CAST AGAINST AND 3" PERMANENTLY EXPOSED TO EARTH: CONCRETE EXPOSED TO EARTH OR WEATHER: #6 TH RU #18 BARS: 2" #5 BAR, W31 OR D31 WIRE AND SMALLER: 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER: SLABS, WALLS, JOISTS: #14 AND #18 BARS: 1 1/2" #11 BAR AND SMALLER: 3/4" BEAMS, COLUMNS: PRIMARY REINFORCING, TIES, STIRRUPS, SPIRALS: 1 1/2" SHELLS, FOLDED PLATE MEMBERS: #6 BAR AND LARGER: 3/4" #5 BAR, W31, OR D31 WIRE AND SMALLER: 1/2" L 4. TERMINATE ALL DISCONTINUED ELEVATED SLAB TOP BARS WITH A 180 DEGREE STANDARD HOOK UNLESS NOTED OTHERWISE. 5. BEAM AND SLAB REINFORCING: CONTINUOUS TOP BARS SHALL BE SPLICED AT MID -SPAN AND CONTINUOUS BOTTOM BARS SHALL BE SPLICED AT CENTERLINE OF SUPPORTS OR AS SHOWN ON TYPICAL DETAILS. SPECIALTY ENGINEERING REQUIREMENTS 1 . ALL STAIRS, HANDRAILS, POSTS, AND SUPPORT CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER. SHOP DRAWINGS SHALL BE SUBMITTED TO THE E.O.R. FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE) AS WELL AS ANY REQUIREMENTS LISTED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. 2. FLAGPOLES AND/OR SITE LIGHTING POLES SHALL BE DESIGNED BY THE POLE VENDOR'S SPECIALTY ENGINEER AND SHALL INCLUDE POLES, FOUNDATIONS, AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO E.O.R. FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT LOCATION. MINIMUM DESIGN LOADS SHALL CONFORM TO ANSUNAAM FP1001 "SPECIFICATIONS FOR DESIGN OF METAL FLAGPOLES". 3. AWNINGS AND WALKWAY CANOPIES SHALL BE DESIGNED BY THE FABRICATOR'S SPECIALTY ENGINEER AND SHALL INCLUDE FRAME, COVERING, AND CONNECTIONS. SHOP DRAWINGS SHALL BE SUBMITTED TO E.O.R. FOR REVIEW AND MUST BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE SAME STATE OF THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE) AS WELL AS ANY REQUIREMENTS LISTED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. 4. EXTERIOR LIGHT GAUGE STEEL FRAMING, INCLUDING BUT NOT LIMITED TO WALLS, EXTERIOR CEILINGS, FASCIAS, SOFFITS, ETC. SHALL BE DESIGNED BY A SPECIALTY ENGINEER. STRUCTURAL ELEMENTS HAVE BEEN PROVIDED FOR THE ATTACHMENT OF LIGHT GAUGE FRAMING. THE SYSTEM SUPPLIER SHALL DESIGN AND DETAIL ALL CONNECTIONS TO THESE ELEMENTS. ANY FURTHER ELEMENTS REQUIRED FOR SUPPORT SHALL BE DESIGNED AND SUPPLIED AS PART OF THE LIGHT GAUGE SYSTEM. SHOP DRAWINGS SHALL BE SUBMITTED TO E.O.R. FOR REVIEWAND MUST BE SIGNED AND SEALED BY AN ENGINEER LICENSED IN THE SAME STATE AS THE PROJECT LOCATION. DESIGN LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS OF THE BUILDING CODE (SEE DESIGN CRITERIA FOR THE APPLICABLE BUILDING CODE) AS WELL AS ANY REQUIREMENTS LISTED IN THE STRUCTURAL CONSTRUCTION DOCUMENTS. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. SUBMIT REPORTS TO ARCH ITECTIENGI NEER. FASTENERS 1 EXPANSION ANCHORS SHALL BE "POWER -STUD" BY POWERS FASTENERS OR E.O.R. APPROVED EQUAL. 2. ADHESIVE ANCHORS SHALL BE "POWER -FAST" BY POWERS FASTENERS OR E.O.R. APPROVED EQUAL. 3. MASONRY SCREWS SHALL BE "TAPCON" BY ITW RAMSET/REDHEAD OR E.O.R. APPROVED EQUAL. 4. POWDER -ACTUATED FASTENERS (P.A.F.) SHALL BE "X-U P8" BY HILTI OR E.O.R. APPROVED EQUAL. 5. REFER TO LIGHT GAUGE FRAMING NOTES (IF APPLICABLE) FOR ADDITIONAL INFORMATION. 6. CARBON STEEL EXPANSION ANCHORS SHALL HAVE A ONE-PIECE ANCHOR BODY WITH A LENGTH IDENTIFICATION CODE. THE ANCHORS SHALL HAVE AN EXPANSION MECHANISM WHICH CONSISTS OF A PAIR OF INTERLOCKING INDEPENDENT WEDGES. CARBON STEEL COMPONENTS SHALL BE PLATED ACCORDING TO ASTM SPECIFICATION B6.33. EXPANSION ANCHORS SHALL MEET THE DESCRIPTION IN FEDERAL SPECIFICATION FF-8-325 FOR CONCRETE EXPANSION ANCHORS. 7. ALL FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND LOADING CRITERIA WIND SPEED (ULTIMATE) 140.0 MPH WIND SPEED (ALLOWABLE) 108.0 MPH EXPOSURE CATEGORY C BUILDING CATEGORY 11 BUILDING TYPE V ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT +/-0.18 NOTE: MEAN ROOF HEIGHT FOR TYPICAL SINGLE STORY HOME IS 15FT, AND FOR 2 STORY HOME IS 30FT ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 60 ft EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND PRESSURE AND WIND AREA (+) VALUE DENOTES PRESSURE SUCTION DIAGRAM (SQ FEET) VALUE DENOTES SUCTION AREA e 10-19.99 (Z) (+)29.7 (a) (+)29.7 (-)30.8 (-)39.2 20-49.99 (+) 28*3 (+)28.3 (-)30.8 (-)36.4 5 ov 50-99.99 0 (+)26.6 (-)28.0 T) (+)26.6 (-)32.2 > 100 (+)25.2 (+)25.2 (-)26.6 (-)30.8 5 5 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7-0" 16-0" x 7-0" (+)29.7 (+)25.9 Q (+)24.8 0 (-)29.2 (-)27.6 (-)39.2 GENERAL PRESSURE NOTES NOTES: 1. MULTIPLY THE ABOVE PRESSURES BY 1.67 TO GET ULTIMATE WIND PRESSURES. 2. "a" = END ZONE IS ONLY WITHIN 4'-0" OF ALL EXTERIOR BUILDING CORNERS. INDICATED PRESSURES CAN BE INTERPOLATED FOR OTHER DOOR SIZES, OTHERWISE USE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREAS. 3. DESIGNATED AREAS WHERE THE ULTIMATE WIND SPEED IS 140 MPH OR GREATER AND IS CONSIDER TO BE IN THE WIND -BOURNE DEBRIS AREA. CONTRACTOR TO PROVIDED ADDITIONAL INFO AS REQUIRED FOR PERMITTING. STRUCTURAL SHEET INDEX S001 GENERAL STRUCTURAL NOTES & ABBREVIATIONS S002 GENERAL STRUCTURAL NOTES & ABBREVIATIONS S100 FOUNDATION PLAN, NOTES & SCHEDULES S200 ROOF FRAMING PLAN, NOTES & SCHEDULE S300 FOUNDATION DETAILS S400 MASONRY DETAILS S500 ROOF FRAMING DETAILS Z Z (D Z Z U) CZ LU UJI fz�'N, LAJ C) 0 N U) LU 6- U') F_ M E _j C,4 0 =Mc') C"I M _j 4) = U_ c) 0) :Fz Co U) :3 -6 Cq 0 r_ r_ 05mo < 0 "Ev CM LO M & CN2- A 10 B E. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. L) FDB,. 1) 0 ElYMIr-JEWRIIINICI Al rne 2: 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 El CARL A. BROWN, PE - FL # 56126 El LUIS PABLO TORRES, PE - FL #87864 El SCOTT A LEWKOWSKI, PE - FIL #78750 TO rHE BEST OF THE ENGINEERS KNOWLEDGE, INFORMATION. AND BELIEF, THE STRUCTURAL PLANS AND SPECIF ICATIONS V=jW_,2020 CONTAINED WITHIN THESE DRAWINGS QjAr r FLORIDA BUILDING CODE. RE%J0j V tit.l, ENGINEERS S16NATI L L 130 LY R THE UR "IN FT ES TR CT FAL '4'. . S U EN.'N'E EARINr ENGINQ GN#�W. A IN ........ N S .0 PLO DATE: Januat­V271200PI IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE SMUDGED CONTACT THE E 0 R FOR AUTHORIZATION Uj 0 L.Lj Z 0 00 i U_ 0 _j _j > < CL LU U) 0 00 00 REV. � REV. � REV. NC DESC. JDATE REVISIONS Project Number: 21-7431 Date: Issue Date: 01/26/22 Reviewed By: SL Drawn By.-- - CM Scale: As indicated Sheet Name: GENERAL STRUCTURAL NOTES & ABBREVIATIONS Sheet No. S001 - , __ 11 � I, _ __ I I I I H I 1 11 � F-11 III � N1 `qvp 11 1 1 1 1 11111 111 11 1 1 , I I I L_ - I I I - I I I - __ _L 1 1 -1 1111 111 1 L_� I ___ ll I � I'l 1 111 1 i I I I ' 1 I'll __ R A A Of-%K I MX/ 1. MASONRY CONSTRUCTION MATERIALS AND INSPECTIONS SHALL CONFORM TO THE LATEST EDITION OF ACI BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY STRUCTURES (ACI 530/ASCE5/TMS 402), LATEST EDITION, SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE6/TMS 602), LATEST EDITION, ASTM C476, ASTM C1019, AND NCMA TEK 107. 2. CONCRETE BLOCKS SHALL CONFORM TO ASTM C90 (ftn = 2,000 PSI). 3. MORTAR SHALL COMPLY WITH ASTM C270, TYPE S FOR ALL MASONRY WALLS. 4. BLOCK SHALL NOT BE MOISTENED BEFORE GROUTING. 5� ALL MASONRY CROSS WEBS SHALL BE FULLY BEDDED IN MORTAR AROUND CELLS TO BE GROUTED. 6. REINFORCE WALLS VATH LADDER TYPE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A951. SIDE RODS AND CROSS RODS OF HORIZONTAL JOINT REINFOREMENT SHALL BE A MINIMUM OF 9 GAUGE AND HORIZONTAL JOINT REINFORCIVIENT SHALL BE INSTALLED IN MASONRY BED JOINTS AT A MAXIMUM OF 16-INCHES ON CENTER MEASURED VERTICALLY. INSTALL HORIZONTAL JOINT REINFORCMENT PER MANUFACTURER'S RECOMMENDATIONS AND LAP ALL JOINTS A MINIMUM OF 8-INCHES. 7. VERTICAL REINFORCING MUST HAVE A MINIMUM CLEARANCE OF Y4-INCH TO THE INSIDE FACE SHELL OF MASONRY BLOCK. VERTICAL REINFORCEMENT IN WALLS SHALL BE SECURED AND LATERALLY SUPPORTED AGAINST DISPLACEMENT AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS OR 10-FT., WHICHEVER IS LESS, WHENEVER A CLEANOUT IS REQUIRED. SEE GROUTING DETAIL NOTE FOR CLEANOUT REQUIREMENTS. 8. GROUT PLACEMENT STOPPED FOR (1) HOUR OR MORE SHALL BE STOPPED 1 Y2-INCHES BELOW TOP OF MASONRY BLOCK TO PROVIDE A KEY FOR SUBSEQUENT GROUTING. 9. ALL GROUTING POURS SHALL BE CONSOLIDATED AND RECONSOLIDATED AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED BYMECHANICAL VIBRATION PER ACI 530.1/TMS 602/ASCE 6. CONSOLIDATION OR RECONSOLIDATION IS NOT REQUIRED FOR SELF -CONSOLIDATING GROUT. 10. TYPICAL VERTICAL REINFORCING SIZE AND SPACING SHALL CONTINUED ABOVE AND BELOW ALL WALL OPENINGS. 11. TEMPORARY BRACING AND SHORING OF WALLS TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12. PROVIDE PRE -CAST LINTEL SUBMITTALS SIGNED AND SEALED BY A SPECIALTY ENGINEER WHO IS LICENSED IN THE SAME STATE AS THE PROJECT LOCATION. 13. STOPPING AND RESUMING WORK: RACK BACK 1/2-MASONRY UNIT LENGTH IN EACH COURSE. DO NOT TOOTH. CLEAN EXPOSED SURFACES OF SET MASONRY. REMOVE LOOSE MASONRY UNITS AND MORTAR PRIOR TO LAYING FRESH MASONRY. 14. REINFORCE MASONRY OPENINGS GREATER THAN V-10" WIDE WITH HORIZONTAL JOINT REINFORCEMENT PLACED IN (2) HORIZONTAL JOINTS APPROXIMATELY 8-INCHES APART, IMMEDIATELY ABOVE THE LINTEL AND IMMEDIATELY BELOW THE SILL. EXTEND REINFORCING A MINIMUM OF Z-O" BEYOND THE JAMBS OF THE OPENING EXCEPT AT CONTROL JOINTS. SEE PLAN FOR ADDITIONAL REQUIREMENTS. 15. DO NOT APPLY UNIFORM LOADS TO NEWLY CONSTRUCTED MASONRY WALLS FOR (3) DAYS. 16. DO NOT APPLY CONCENTRATED LOADS TO NEWLY CONSTRUCTED MASONRY WALLS FOR (7) DAYS. 17. EXTEND ALL VERTICAL WALL REINFORCEMENT TO VVITHIN 2" OF TOP OF WALL OR BEAM UNLESS NOTED OTHERWISE. TERMINATE REINFORCING WITH STANDARD ACI 90-DEGREE HOOK. 18. SEE ARCHITECTURAL AND STRUCTURAL CONSTRUCTION DOCUMENTS FOR MASONRY CONTROL JOINT (MCJ) LOCATIONS. MASONRY CONTROL JOINT SPACING SHALL NOT EXCEED 3x THE MASONRY WALL HEIGHT (IN FEET) OR 25-FEET, Vv1-­IICHEVER IS LESS (UNLESS NOTED OTHERWISE). 19. REFER TO ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR WATERPROOFING DETAILS AT MASONRY CONTROL JOINTS. 20. ALL MASONRY REINFORCING SHALL CONFORM TO ASTM A615 (GRADE 60), UNLESS NOTED OTHERWISE. 21. SEE THE'REBAR BEND & SPLICE DETAIL'IN THESE DRAWINGS FOR STANDARD LAP SPLICE LENGTHS AND BENDING REQUIREMENTS FOR REINFORCING BARS. 22. JOB SITE MIXING OF GROUT SHALL NOT BE PERMITTED. TESTING SHALL CONFORM TO ASTM C1019. SEE TEST MOLD DETAIL BELOW. SEE SCHEDULE UNDER CONCRETE NOTES FOR COMPRESSIVE STRENGTH AND SLUMP REQUIREMENTS. GROUT TEST PRISM COVER UNITS USING -4r ABSORPTIVE PAPER TOWELLING W/ TAPE (4) 8x8x16 CMU BLOCKS I REQUIRED (FRONT BLOCK 3"x3"x1 5/8" WOOD BLOCK REMOVED FOR CLARITY) DETAIL - MASONRY GROUT TEST MOLD (ASTM C1019) WOOD 1. ALL EXTERIOR WOOD STUD WALLS, BEARING WALLS, SHEAR WALLS AND MISC. STRUCTURAL WOOD FRAMING MEMBERS, (I.E. BLOCKING OR GABLE END BRACING) SHALL BE #2 SOUTHERN YELLOW PINE OR AS NOTED ON PLANS. 2. ALL LUMBER SPECIFIED ON DRAWINGS ARE INTENDED FOR DRY USE ONLY (MOISTURE CONTENT 19% OR LESS), U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS 3. ANY WOOD FRAME INTERIOR BEARING WALL STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1" DIA. SHALL HAVE STUD PROTECTION SHIELDS. ALLHOLESOVER111IN DIA. FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HSS2 STUD SHOES,TYP., U.N.O. 4. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 5. ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH OR CONCRETE TO BE PRESSURE TREATED. 6. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 7. SEE PLAN FOR STUD PACK AND BEAM NAILING PATTERNS 8. ALL ENGINEERED LUMBER TO HAVE THE FOLLOWING MIN VALUES U.N.O. COLUMNS: 2.OE Fb = 2600 BEAM: 2.OE Fb= 2600 9. SEE PLAN NOTE FOR ADDITIONAL ROOF, WALL, SHEAR WALL AND FLOOR SHEATHING REQUIREMENTS ALONG W/ NAILING INFORMATION OTHERWISE: 9.1. ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR OR OSB 9.2. FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED (48/24) SHEATHING SHALL FINISH FLUSH TO EXTERIOR WALL FACE. 9.3. WALL SHEATHING: PLYWOOD C-C/C-D EXTERIOR OR OSB-15/32" EXPOSURE 1. A MINIMUM J" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TO ALLOW FOR EXPANSION. UPLIFT CONNECTORS 1. UPLIFT CONNECTORS SUCH AS HURRICANE CLIPS, TRUSS ANCHORS AND ANCHOR BOLTS ARE ONLY REQUIRED ON MEMBERS IN WALLS THAT ARE EXPOSED TO UPLIFT OR LATERAL FORCES. INTERIOR LOAD BEARING WALLS ARE NOT ALWAYS EXPOSED TO UPLIFT FORCES. THE MEMBERS OF THESE WALLS WOULD NOT NEED TO HAVE CONNECTORS APPLIED. PLEASE COORDINATE THE TRUSS ENGINEER FOR THE LOCATION OF THESE WALLS.AND STRUCTURAL PLANS FOR MORE INFO. WOOD TRUSSES 1 ALL TRUSS CONNECTOR PLATES SHALL BE MANUFACTURED FROM ASTM A466-72 GRADE A GALVANIZED STEEL OF NO LESS THAN 20 GAGE THICKNESS WITH 4 MINIMUM YIELD OF 33,000 PSI AND AN ULTIMATE TENSILE STRENGTH OF 45,000 PSI. CONNECTOR PLATE GAUGES SHALL BE AS REQUIRED BY MANUFACTURERS DESIGN CALCULATIONS. 2. TRUSS SHOP DRAWINGS SHALL BE SUBMITTED FOR THE ARCHITECTS REVIEW PRIOR TO FABRICATION AND SHALL INCLUDE THE FOLLOWINGS: 2.1. STRESS REDUCTION FACTORS FOR PLATES 2.2. TOP AND BOTTOM CHORD DESIGN LOADS IN P.L.F. 2.3. SIZE, GAUGE, AND EXACT LOCATION BY DIMENSION OF PLATES 2.4. LUMBER SPECIES AND GRADES USED. 2.5. SEAL AND SIGNATURE OF TRUSS COMPANY ENGINEER OF RESPONSIBLE CHARGE ON ALL TRUSS ENGINEERED SHEETS OR DRAWINGS. 2.6. NAME AND TRADE MARK OF PLATE MANUFACTURER AND TRUSS FABRICATOR AS WELL AS PROJECT NAME AND LOCATION. 2.7. UNIFORM, LATERAL, AND CONCENTRATED LOAD REQUIREMENTS AND NOTED ON PLANS AND/OR CORRESPONDING DETAILS. 2.8. ALL TRUSS CONNECTION HARDWARE REQUIREMENTS. 2.9. ALLOWABLE LOADS FOR STRESS GRADE LUMBER AND PLATES AS ALLOWED BY AND I.C.B.O. INCLUDING I.C.B.C. REPORT NUMBER. 3. FIELD REPAIR OF DAMAGED TRUSSES MUST BE APPROVED IN WRITING BY THE TRUSS ENGINEER AND ENGINEER OF RECORD. 4. ALL ROOF TRUSS BEARING SHALL HAVE METAL FASTENERS TO RESIST UPLIFT FORCES AS NOTED ON ROOF FRAMING PLAN. GROSS UPLIFT PRESSURE DIAGRAM ON SHEET 5. TRUSS SUPPLIER IS TO PROVIDE PLAN AND PROCEDURES FOR NAILING, SECURING AND BRACING OF ALL TRUSSES. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRAZING FOR THE TRUSSES DURING ERECTION. 6. TRUSS SUPPLIER SHALL PROVIDE TRUSS CAPABLE OF TRANSFERRING LATERAL AS NOTED ON PLANS AND/ OR DETAILS. 7. APPROVED TRUSS PLANS SHALL BE AVAILABLE ON JOB SITE DURING THE INSPECTION. 8. TRUSS MANUFACTURER SHALL COORDINATE TRUSS LAYOUT WITH MECHANICAL/ PLUMBING DRAWINGS FOR ADDITIONAL CONCENTRATED LOADS DUE TO DOMESTIC WATER AND SPRINKLE PIPE SUPPORTS. 9. TRUSS MANUFACTURER SHALL COORDINATE TRUSS LAYOUT WITH MECH/PLUMBING DRAWINGS TO ALLOW ALL PIPES AND DUCT ADEQUATE SPACE FOR PROPER INSTALLATION. THE MANUFACTURER SHALL COORDINATE THE WEB MEMBER CONFIGURATION WITH THE MECHANICAL DRAWINGS AND ARCHITECTURAL DRAWINGS SUCH THAT ADEQUATE OPENING IS PROVIDED FOR ANY MECHANICAL UNITS AND DUCTS AND AND ACCESS CATWALKS. 10. TRUSSES SHALL BE SPACED AS SHOWN ON THE PLANS. LESSER SPACING MAY BE USED IF REQUIRED BY THE TRUSS DESIGNER. ACTUAL TRUSS SPACING SHALL BE USED TO APPLICABLE WIND LOAD AT THE PROJECT SITE WITH THE DEAD LOAD SHOWN ABOVE, IN ACCORDANCE WITH THE COMBINATIONS AND PRESSURE AND SUCTION FACTORS INDICATED IN THE APPLICABLE BUILDING CODE. UPLIFT INDICATED IS ONLY A MINIMUM. 11. SEE PLANS FOR TRUSS LOCATIONS AND SPANS. 12. TRUSS DESIGN LOADS SHALL BE AS FOLLOWS: TYP UNIT PRIVATE STORAGE ROOF FLOOR BALCONY AREA TOP CHORD LIVE LOAD 20 PSF 40 PSF 60 PSF 125 PSF TOP CHORD DEAD LOAD 15 PSF 25 PSF 35PSF 25 PSF BOTTOM CHORD LIVE LOAD 0 PSF 0 PSF 0 PSF 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF 5 PSF 5 PSF 5 PSF TOP CHORD UPLIFT LOAD 10 PSF 0 PSF 0 PSF 0 PSF 13. ENVIRONMENTAL LOADING, INCLUDING BUT NOT LIMITED TO WIND LOADING, SEISMIC LOADING, RAIN LOADING, ETC. SHALL BE THE RESPONSIBILITY OF THE TRUSSES DESIGNER. 14. TRUSSES DESIGNER SHALL REFER TO SHEET S200 FOR WIND UPLIFT LOADING ON ROOF BASED ON WIND ZONE. 15. SEE PLAN FOR CONCENTRATED LOADS. 16. TRUSS DESIGNER SHALL APPLY LIVE LOAD TO BOTTOM CHORD OF TRUSS AS REQUIRED BY CODE 17. TRUSSES DESIGNER SHALL COORDINATE w/ MECH. PLANS TO VERIFY NO CLASHES w/DUCT WORK & OR JOIST BRIDGING. 18. THE ABOVE NOTED VALUES ARE MINIMUM REQUIREMENTS FOR DEAD AND LIVE LOADS. SEE SHEET S200 FOR WIND ROOF PRESSURE REQUIREMENTS. 19. TOP CHORD DEAD LOAD SHOWN ABOVE INCLUDES 3 PSF FOR TRUSS -SELF WEIGHT. TRUSS DESIGNER SHALL INCREASE DEAD LOAD, AS REQUIRED. 20. MEMBERS OF THE GABLE END WALL TRUSSES SHALL BE DESIGNED FOR COMPONENT WIND FORCES AGAINST THE EXPOSED FACE OF THE TRUSS. 21. MAXIMUM LIVE LOAD DEFLECTION FOR FLOOR TRUSSES L/480 22. MAXIMUM LIVE LOAD DEFLECTION FOR ROOF TRUSSES L/240 23. MAXIMUM LIVE LOAD DEFLECTION FOR ALL CANTILEVERED TRUSSES = CANTILEVER LENGTH/ 180. 24. ALL TRUSS FRAMING CONNECTIONS TO WALLS, GIRDER TRUSSES, LEDGERS, BEAMS OR OTHER SUPPORTS, SHALL BE MADE WITH JOIST HANGERS. TIE DOWNS, FRAMING ANCHORS, POST CAPS, ETC,: AND SHALL BE SIZED AND ATTACHED OVER THE FRAMING ANCHORAGE MANUFACTURER'S RECOMMENDATIONS. IN COMBINATION WITH INFORMATION ON THESE DRAWINGS. 25. ALL HEADERS, BEARING WALLS AND POSTS SHOWN ON THE PLANS SHALL BE USED FOR BEARING IN DESIGN OF THE FLOOR AND ROOF TRUSSES. 26. WHERE DRAFT STOPS ARE REQUIRED BY THE ARCHITECTURAL DRAWINGS, PROVIDE A MINIMUM OF 2x4 VERTICAL AT 24" ON CENTER BETWEEN TRUSS TOP AND BOTTOM CHORDS AND WEB MEMBERS, AS REQUIRED, FOR DRAFT STOP NAILING. 27. ALL TRUSS TO TRUSS AND TRUSS TO BEAM CONNECTIONS SHALL BE DESIGNED BY TRUSS MANUFACTURER. 28. LOADS INDICATED HEREIN SHALL BE UTILIZED IN THE DESIGN OF ROOF GIRDER, HIP AND JACK TRUSSES, AS REQUIRED. ASCE 7-16 WALL DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT5 60 ft EFFECTIVE WIND AREA NOMINAL GROSS UPLIFT DESIGN NOMINAL WALL DESIGN (SQ FEET) PRESSURES (PSF) WIND PRESSURES AND SUCTIONS (PSF) AREA 03 05 10-19.99 10.0 -21.2 10.0 -35.6 10.0 -53.5 19.4 -21.0 19.4 -25.9 20-49.99 10.0 -20.7 10.0 -31.8 10.0 -44.4 18.5 -20.1 18.5 -24.1 50-99.99 10.0 -20.0 10.0 -26.8 10.0 -32.1 17.4 -19.1 17.4 -21.9 100 & OVER 10.0 -19.4 10.0 -23.0 10.0 -23.0 16.5 -18.2 16.5 -20.1 COMMENTS: VALUE DENOTES PRESSURE VALUE DENOTES SUCTION RSH IENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT < 25 ft WIND SPEED (ULTIMATE) 140.0 MPIH WIND SPEED (ALLOWABLE) 108.4 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) HIP ROOF >20 TO 27 DEG. WIND AREA VALUE DENOTES PRESSURE [4:12]-[6:12] (SQ FEET) (-) VALUE DENOTES SUCTION a=4ft AREA I ROOF 1 2e 2n 2r 3 3e 3r a LJID '29Z QA AQ CZ7 AQ rZ-7 _AQ r7 10 C�GABLE -38.22 -38.22 -60.99 -60.99 -60.99 -78.58 ROOF NAILING SCHEDULE/ NAILING ZONESISHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-03 (10d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-03 (10d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1V32" EXP. 1 (4%0) TILE: 1%2" EXP. 1 (4%0) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 %" x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 1V32", SHEATHING SHALL BE FASTENED AAk 0 WITH ASTM F1667 RSRS-03 10d (2Y2"x 0.131") NAILS OR ASTM F1667 RSRS-04 (3"x.120") NAILS 71 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTILOOKER a=4ft RAFTER W/ BLOCKING @ 16" O.C. IF NO DROPPED GABLE END, ATTACH 2x4 #2 SYP BLOCKING GABLE ROOF > 20 TO 27 DEG. @ 16" O.0 FIRST 4 BAYS WITH (2) 12d NAILS EA. END. ATTACH ROOF SHEATHING TO RAFTERS [4:12]-[6:12] W1 BLOCKING PER NAILING SCHEDULE. C1) C:) 0- i to Z Z Z 4 j Z (D U) LLJ 0 V) F- 0 U) Lu Ili c F Lo 2 E J 04 Ce) 0 C14 Cc _j Cj = LL 11i CID :3 -6 C9 0 a r- < 0 r) Co Cq 2 Ij c B last" A I BD. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. V. FOS 0 ENGINEERING ASSOCIATEE 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 [I CARL A. BROWN, PE - FL # 56126 El LUIS PABLO TORRES, PE - FL $*87864 [I SCOTT A LEWKOWSKI, PE - FL #78750 TO THE BEST OF THE ENGINEERS KNOWLEDGE, INFORMATION, AND BELIEF. THE STRUCTURAL PLANS AND SPECIF -"I ATIONS CONTAINED WITHIN THESE DRAWING� I EDITI FLORIDA BUILDING CODE- RE_ , EDT," ENGNEER'S SIGNATURE STRUCTURAL ENGINEERING F�STOII BEARINGENON&S I If All 1. Of 4 L 0 0 ...... A' '63 S 10 N DATE: January 27,'2022' IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE SMUDGED CONTACT THEE. OR FOR AUrTHORIZATION Uj 0 LLJ Z < Ix 0 0 C, U_ LLI U) 0. N F_ F_ 0 100 REV. REV. REV. .NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: Issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated Sheet Name: GENERAL STRUCTURAL NOTES & ABBREVIATIONS Sheet No. S002 All ill I I I ll 111'lw ,l Ill .1111 � PLAN TRUE NORTH NORTH N N F E C IV 00 v 00 b z 2 4 3 40'-0" 40'-0" 1 FOUNDATION PLAN SCALE: 3/8" = 1'-0" 18'-0" 3 4'-0" E 00 v J 00 zo 00 v 00 F E C C IV G 0 FOUNDATION LEGEND SYMBOL DESIGN DESCRIPTION INDICATES REINFORCED CELL W/ (1) GRADE 60 #5 ■ VERTICAL BAR & FILLED SOLID WITH 3,000 PSI CONCRETE GROUT. SEE NOTE 8 & 9 BELOW. HATCHED AREA INDICATES NEW CONC. SLAB INDICATES CONCRETE FOOTING. SEE FOUNDATION F#.# SCHEDULE ON THIS DWG. FOR FOOTING SIZE & REINFORCING REQUIREMENTS. INDICATES TOP OF SLAB, TOP OF FOOTING, OR TOP OF GRADE ELEVATION. INDICATES SAWED CONTROL JOINT - SEE DETAIL C.J. 2-3/S300. KEYED CONSTRUCTION JOINT CAN BE USED AT THE CONTRACTOR'S DISCRETION AT ALL SAWED CONTROL JOINTS UNLESS NOTED. CC# E�K] INDICATES CONCRETE COLUMN. SEE DETAIL 10/S300 FOUNDATION NOTES 1. SEE SHEETS S001 FOR GENERAL STRUCTURAL NOTES. 2. TOP OF CONCRETE SLAB. ELEVATION = 100'-0" (UNLESS NOTED OTHERWISE) FOR REFERENCE ONLY. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION ABOVE MEAN SEA LEVEL 3. SEE 4/S300 FOR TYPICAL FOUNDATION REINFORCING AT BUILDING CORNERS. 4. G.C. SHALL COORDINATE AND NOTIFY E.O.R. OF ANY CONDITIONS THAT WILL REQUIRE FOOTING STEPS OR LOWER FOOTINGS THAN INDICATED ON FOUNDATION PLAN. THESE CONDITIONS INCLUDE, BUT ARE NOT LIMITED TO, CONFLICTS WITH FINAL GRADING AROUND BUILDING PERIMETER, CONFLICTS WITH BELOW GRADE UTILITIES & PLUMBING, AND UNSUITABLE BEARING MATERIAL. 5. ALL FOOTINGS ARE CENTERED UNDER BEARING WALLS, COLUMNS, GIRDER TRUSSES, ETC., UNLESS NOTED OTHERWISE. 6. REINFORCED CELLS SHALL BE PLACED AT ALL WALL LOCATIONS LISTED BELOW, UNLESS NOTED OTHERWISE: 6.1. MAXIMUM SPACING OF 48" ON CENTER. 6.2. BUILDING CORNERS 6.3. FLOOR/ROOF GIRDER TRUSS BEARING LOCATIONS 6.4. LINTEL BEARING LOCATIONS 6.5. EACH SIDE OF MASONRY OPENINGS 6.5.1. MASONRY OPENINGS UP TO 8'-0" SHALL HAVE (1) REINFORCED CELLS EA. SIDE 6.5.2. MASONRY OPENINGS 8'-1" TO 12'-0" SHALL HAVE (2) REINFORCED CELLS EA. SIDE 6.6. 3.5.3. MASONRY OPENINGS 12'-0" TO 16'-0" SHALL HAVE (3) REINFORCED CELLS EA. SIDE 7. MAXIMUM FILLED CELL SPACING SHALL APPLY ABOVE AND BELOW MASONRY OPENINGS. 8. MASONRY CONTRACTOR SHALL COORDINATE WITH DOOR AND WINDOW SPECIFICATIONS AS WELL AS ARCHITECTURAL DRAWINGS FOR ALL DOOR AND WINDOW ROUGH OPENING SIZES AND EXACT LOCATIONS. THESE DRAWINGS MAY NOT SHOW ROUGH OPENING DIMENSIONS. 9. MASONRY CONTRACTOR SHALL COORDINATE WITH MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REQUIRED VENTS, PLUMBING LINES, ELECTRICAL CHASES, ELECTRICAL SWITCHES & OUTLETS, ETC. LOCATIONS AND VERIFY THERE IS NO FILLED CELL WHERE THESE ITEMS OCCUR. IF A CONFLICT IS FOUND NOTIFY THE E.O.R. IMMEDIATELY FOR CLARIFICATION AND/OR MODIFICATION. PLAN KEY NOTES 1❑ DECORATIVE COL. SEE ARCH. DWG'S FOR SPECIFICATION AND DETAILS 0 12"02" MASONRY COL. W/(2) #5 VERTICALS FILLED SOLID & DOWEL INTO FOUNDATION PER 1/S300 �3 WIDEN FOOTING AT DECORATIVE COLUMNS, TYP. PROVIDE #5@ 12"O.0 EACH WAY IN BOTTOM OF FOOTING CONTRACTOR/ SUB -CONTRACTOR NOTE: ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION. FOUNDATION SCHEDULE MARK SIZE (L x W x D) REINFORCING F2.0 2'-0" x 2'-0" x V-0" (2) #5 E.W. BOTTOM ONLY F2.5 2'-6" x 2'-6" x 1'-0" (3) #5 E.W. BOTTOM ONLY F2x4 2'-0" x 4'-0" x 1'-0" (2) #5 LONGITUDINAL (4#5 TRANSVERSE U Z') M O p Z Z J IL U) Z (_1ajw j� W r o� W C g N d ® W ai F- ` E J LO N Cl) O — M N = (D rU-o L Co U N 7vCC! LL rn m v Q rn U.)M N2� A 1 NCBUc B Dm - THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING. OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW, C) F D 8 n ENGINEERING A880CIATED 258 Southhall Lane, Suite 200 Maitland, FL 32751 0:321-972-0491 F:407-880-2304 Certificate Of Authorization No. 9161 ❑ CARL A. BROWN, PE - FL # 56126 ❑ LUIS PABLO TORRES, PE - FL #87864 ❑ SCOTT A LEWKOWSKI, PE - FL #78750 TO THE BEST OF THE ENGINEER'S KNOWLEDGE, INFORMATION, AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS CONTAINED WITHIN THESE DRAWINGS COMPLY WITH THE 2020 FLORIDA BUILDING CODE- RESIDENTAIL 7TH EDITION. ENGINEER'S SIGNATURE ANQ SFFAAL��IS ONLY FOR THE STRUCTURAL ENGINEERING R BOWrsi0H'&"AnNG PAGES BEARING ENQ SIGNATURE nAAA . BRO P ... ENS *'s ; _ N ac OF W v .� O?\ .O? IF SEAL ADND ATE SIGN�TURF�Ai�1NQQ[��[��``��II€€ �'BE SMUDGED CONTACT TH II.fHiATION. REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: Issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated Sheet Name: FOUNDATION PLAN, NOTES & SCHEDULE Sheet No. S100 I - - I — I _ — — g — I _"" -L-1 J — ___L_ , I PLAN TRUE NORTH NORTH N &Na 10 FI On Al A 00 op EO �0 0? :;t 11 111 L 1 11 11, (::3 40'-0" 18'-1 4'-0" 3� I 8F16-1B/17T B/LINTEL EL. 108'-8" B/LINTEL EL. 108'-8" 00 C0 — ow (6 _j u_ 00 Z TYP.@ co DOOR 60 —00 F— L co LU -T (b_j I Lu M LMDJz A wi� r2 S500 yp .@ OOR 8F16-1B/1T BILINTEL L. 1(1'-8" 2 ��O�O OP 1.19 0? 00 00 0 TYP. —00 F— 0 — 0 DOOR _j I UJI Uji CD _j -_Uj_ — UJ W u_ F— Uj LL �_ � = — — — — — — — — = — 00 Z Z Z 3' �5O 0 8F16-1B/1T %8" B/LINTEL EL. 1$ !Ij op bo C) 1:0 UJI M UJ U- MZ F��00 00 (6 _j — Ui Z _j 7 -1`0_ ` FFF - �1B/ 1 T 8F FFF �-lBlT 18F16-113/1 -8,, B/LINTEL EL. ll B/LINTEL EL. 10 '-8" B/LINTEL EL. 108'-8 B/L it it ------ 41, R 2�Typ. @ l �OO ��O�O OOR 18'-0" 4'-0" 40'-0" 2 rA ROOF FRAMING PLAN- r SCALE: 3/8" = l'-O" 00 C9 ;t OP &D Z C9 EO 0? ;;t 00 A F-19 v. E ROOF FRAMING LEGEND SYMBOL DESIGN DESCRIPTION INDICATES TRUSS / JOIST / BEAM UPLIFT CONNECTOR. SEE UPLIFT CONNECTOR SCHEDULE ON THIS DWG. FOR INFO. INDICATES COMPONENT & CLADDING WIND PRESSURE. SEE WIND LOADING CRITERIA AT S001 INDICATES PRECAST CONCRETE LINTEL. SEE MASONRY PLAN FOR MORE INFO. ROOF FRAMING NOTES 1 . SEE SHEETS S001 FOR GENERAL STRUCTURAL NOTES. 2. THE FRAMING PLAN SHOWN INDICATES THE"TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE PRE-ENGINEERED TRUSS DESIGNER (DELEGATED ENGINEER) HAS FINAL RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS DESIGN AND PREPARATION OF TRUSS PROFILES. THE TRUSS DESIGNER (DELEGATED ENGINEER) SHALL SUBMIT A FINAL SET OF SIGNED AND SEALED ENGINEERED TRUSS DRAWINGS TO THE DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION. 3. THE PRE-ENGINEERED ROOF TRUSS DESIGNER SHALL BE RESPONSIBLE FOR DESIGNING AND DETAILING ALL TEMPORARY AND PERMANENT BRACING, BRIDGING, ERECTION REQUIREMENTS, ETC. HOWEVER, SEE STRUCTURAL NOTES & DETAILS FOR MINIMUM TRUSS BRIDGING AND BRACING REQUIREMENTS. 4. IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURER'S LAYOUT IMMEDIATELY STOP CONSTRUCTION AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSS. 5. SEE THIS DRAWING FOR ROOF SHEATHING SPEC'S. 6. SEE ARCHITECTURAL DRAWINGS FOR ROOF SLOPE AND ROOF DRAINAGE PLAN. G.C. SHALL ENSURE THAT THERE ARE NO LOW AREAS OR LOCAL DEPRESSIONS IN THE ROOF THAT COULD CAUSE RAIN WATER PONDING. IMMEDIATELY NOTIFY E.O.R. OF ANY AREAS THAT COULD RESULT IN RAIN WATER PONDING. 7. G.C. TO COORDINATE SIZE, WEIGHT, LOCATION, AND ROOF PENETRATION REQUIREMENTS FOR ALL ROOFTOP EQUIPMENT WITH MECHANICAL DRAWINGS AND PRE-ENGINEERED TRUSS MANUFACTURER DRAWINGS. PLAN KEY NOTES IE PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQUIRED. (DO NOT CUT STEEL IN PRECAST) CONTRACTOR/ SUB -CONTRACTOR NOTE: ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN D PROFESSIONAL FOR CLARIFICATION PRIOR TO D COMMENCEMENT OF CONSTRUCTION. [0_� 01 W TRUSS LAYOUT IS PRELIMINARY LAYOUT BY E.O.R. PLEASE SUBMIT FINAL TRUSS LAYOUT & TRUSS PROFILES TO E.O.R. FOR REVIEW& COORDINATION W1 THESE DRAWINGS. PLEASE NOTE FRAMING LOCATION & SIZES, CONNECTORS, ETC. MAY CHANGE AS A RESULT OF FINAL TRUSS DESIGN. UPLIFT CONNECTOR SCHEDULE MARK TYPE CONNECTOR & FASTENERS FRAMETO HETA16W/(9)10Il 0 MASONRY OPTIONAL: HETA20 W/ (9)1 Od x FRAME To H 1 OA wl(l 8) 1 Od x 1 1/2" MASONRY H10A-2 w/(18)10d x 1 1/2" AT 2 PLY TRUSSES BEAM TO (2)HETA16 OPT (2) HETA20 1 PLY w/(10)10d NAILS MASONRY x %" OR 2 PLY w/(1 2)16d NAILS I GENERAL CONNECTOR NOTES: 1 . SIMPSON CONNECTORS ARE SHOWN. EQUIVALENT USP CONNECTORS ARE AN APPROVED ALTERNATE. NO OTHER SUBSTITUTIONS ARE ALLOWED WITHOUT WRITTEN CONSENT OF 2. ALL CONN ECTORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 3. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED AND PROVIDED BY TRUSS MANUFACTURER UNLESS NOTED IN THESE DRAWINGS. 4. MINIMUM (D CONNECTOR FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ CONCRETE OR 1CF WALLS U.N.O. ON PLAN. 5. MINIMUM 0 CONNECTOR FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS / LINTELS / CONCRETE OR ICF WALLS. 6. MINIMUM 0 CONNECTOR FOR ALL CONTINUOUS GABLE FLOOR TRUSSES / RIM BOARDS / BEAMS TO TOP OF MASONRY AT 24" O.0 MAX. W/ (2) AT EACH CORNER. G.C. TO VERIFY CONNECTOR LOCATION DOES NOT CONFLICT W/ FLOOR FRAMING. 7. MINIMAL (DCONNECTOR ON FRAMING PLAN FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/CIR BEAMS U.N.O. ROOF TRUSS DESIGN LOADS LIVE LOAD DEAD LOAD TOP CHORD 20 PSF 10 PSF BOTTOM CHORD 0 PSF 10 PSF NOTES: 1. ENVIRONMENTAL LOADING, INCLUDING BUT NOT LIMITED TO WIND LOADING, SEISMIC LOADING, RAIN LOADING, ETC. SHALL BE THE RESPONSIBILITY OF THE TRUSS DESIGNER. 2. SEE PLAN FOR CONCENTRATED LOADS. '1 11 1 __ jj2l "'I III, IN, I I I p I frill L0 Z co 0 Z Z < _j LU Z U) V� uVjl�� W ro 0 w 00 V) C14 Iry W C Lr) M r- Cl) E _j C,4 M 0 = Ce) 1:1) l Cc _j OD -6 OR 0 C I- < 0 Co L0 C,4 A I N C V F, 1� B D. THIS DOCUMENT Al THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT Al THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONALLAW. F Z FD8' 0 ENOINNEFlIll ABDOCIATES 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 0 CARL A. BROWN, PE - FIL # 56126 El LUIS PABLO TORRES, PE - FL #87864 [I SCO17 A LEWKOWSKI, PE - FL #78750 TO THE BEST OF THE EN13 11 8KIIEl N!�A P I I", T% AND B 'LEF,T.E.TRU, LIAA CONTAINED WITHIN THE*bRA FLORIDA BUILD14(540DE-III16SIDENTAIL 7TH ED I ENCANEER'SKNATURE AND SE,0*60111-TF09 THE STRUCTURAL El ASPAGES .g.0RTQAS 0 BEARII`��16N(�� Sp&F .59 r , -46 j _7� ...... 4.1 S I D "Ito DATE: January 27, 2022 IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE SMUDGED CONTACT THEE OR FOR AUTHORIZATION Uj 0 LLJ Z < 0 0 j > w 0 00 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: Issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated Sheet Name: ROOF FRAMING PLAN, NOTES & SCHEDULE Sheet No. S200 1 11 L 1. -1 -1 LAP SPLICE EMBEDDED STANDARD 90* HOOK #3 = 2 Y2" #4 = 2)5" #5 = 2X- #6 = 3' #7 = 3X" STANDARD 180' HOOK REQ'D LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL (INCHES) MASONRY CONCRETE ALL LOC. TENSION SPLICE COMPRESSION BAR SIZE BEND LENGTH LAP SPLICE TOP BARS OTHER BARS SPLICE -0 "A" "B" ..C.. "D" I'D" "D" #3 21/4 41/4 91/4 1'-6" 2'-4" 11-101, #4 3 55/8 121/2 2'-0" T-1" 2'-5" V-5" #5 33/4 1 7 115 1/2 2'-6" 31-11-1 31-0" 1 '-71' #6 I 41/2 18 1/16118 1/21 3-10" 1 4'-8" 3'-7" 11-1 #7 1 51/4 19 13/16121 3/41 3'-6" 1 6'-9" 5'-3" 21-21' "ALL REBAR SHALL BE GRADE 60. REBAR BEND & SPLICE DETAIL SCALE:NTS #5 @ 24" O.C. co < Z _j < U) _j T-8" Lu E Er Z W _j 0 SLAB REINF.� 0 T LAB SEE PLAN /S I J I % SEE PLAN co _3 VAPOR BARR�IE.R 2'-0" - SEE PLAN FOLLOW ALL RECOMMENDATIONS T OF THE GEOTECHNICAL REPORT FOR SLAB BASE & SUBGRADE PREPARATION (3) #5 CONT. V-8" SEE ARCH. DWG'S. FOR ANY BELOW SLAB INSULATION REQUIREMENTS. Z FOUNDATION SECTION OPENINGS SCALE: 3/4" V-0" CONCRETE COLUMN (4) #4VERT 8" Conc. f c = 4,000 PSI OM REINF. BARS N—OMINAL Rebar fy = 60,000 PSI 1 1/2" CLR. co (TYP.) CCJ SET OF #3 TIES @ 6" O.C. I �n _rx/M t"%ni 0EAKIC SCALE: 3/4" V-0" rtJOINT CUT EVERY OTHER WIRE @ SAW CUT 161 SAWED JOINT - CUT WITHIN 8 HOURS OF SLAB REINF. (SEE SLAB POUR AND FILL PLAN) WITH JOINT FILLER % FZ1 I %I F. F. E. 1_2 x x x X Y4 SEE PLAN FOR ACTUALSLAB THICKNESS (T) 1. PROVIDE TOOLED JOINTS IN FRESH CONCRETE EACH SIDE OF WALLS WHERE SLABS POUR THRU DOORWAYS. 2. PROVIDE (2) #4 BARS X 4'-0" LONG AT MID -DEPTH OF THE SLAB PERPENDICULAR TO JOINTS THAT TERMINATE AT A PERPENDICULAR JOINT. SAWED CONTROL JOINT DETAIL SCALE: 3/4" V-0" FILL WITH JOINT FILLER 1/81, STOP LL REINF. @ JOINT KEY FORMED W/ BEVELED 2 ] 04 CY) 1 x 2 OR METAL KEY FORM W/ CENTERLINE @ MID DEPTH %] � �" ff F. F. E. x X X 1k X X 2� 1% to 2 PAINT W/ BOND BREAKER SEE PLAN FOR BEFORE PLACING ACTUAL SLAB ADJACENT SLAB 6" THICKNESS (T) 3 CONSTRUCTION JOINT (COLD JOINT) DETAIL SCALE: 3/4" V-0" #5 CONT. AT SLAB LEVEL T/SLAB INV EL. SEE PLAN SLAB REINF. 4" 8" (SEE PLANS) GRADE 7� THICKENED EDGE SCALE: 3/4" V-0" #5 CONT. REINF. - SEE FDN. PLAN FOR QUANTITY CORNER BAR - MATCH QUANTITY SHOWN FOR CONT. FTG. REINF. (TYP. U.N.O.) TYP.BAR CORN. DETAIL SCALE: 3/4" V-0" H CMU WALL OR COLUMN 0** 01 Ii:Q F-1 El El 0 1:1 El �< RE-ENTRANT CORNER ,7, (2) #5 X 36" LONG BARS LOCATED 1 1/2" BELOW T/SLAB RE-ENTRANT CORNER REINFORCEMENT SCALE: 3/4" = V-10" TO BE USED AT ALL RE-ENTRANT CORNERS IF NO CONTROL JOINT, U.N.O. BRICK [STONE] VENEER OVER 1" AIR SPACE w/ CORRUGATED METAL BRICK TIES 16" O.C. MAX. VERTICAL SPACING 16" O.C. MAX. HORIZONTAL SPACING 9 GA. LADDER STYLE HORIZ. JT. REINF. @ 16" O.C. (VERTICALLY) — CONTINUOUS FLASHING AND 1/4" DIA. WEEP HOLES @ 16" O.C. MAX. HORIZONTAL AT----\ GRADE LEVEL PROVIDE WEEP HOLES 24" O.C. @ BASE OF WALL Z !� = SEE CIVIL DWG'S. FOR EXTERIOR CONDITIONS GRAIDNE T/FTG. EL. (SEE FDN. SCH.) Cr _j 0 #5 VERT. REINF. BARS @ 48" O.C. (CONT. FROM BOTTOM TO TOP OF WALL) SEE ARCH. DWG'S. FOR ANY BELOW SLAB INSULATION REQUIREMENTS. _#5 DOWEL @ EA. VERT. REINF. BAR W/ STD. 900 x 10" LG. HOOK & LAPPED W/ VERT. STEEL MIN. 30 5 @ 24';. 0. C. ca 0 Z 3 :�) 18" CL W _j Z W 0 0 SLAB REINF. Ir., SEE PLAN T/SLAB EL. SEE PLAN 3 VAPOR BARRIER SEE PLAN FOLLOW ALL THE GEOTECHNICAL REPORT FOR SLAB BASE & SUBGRADE PREPARATION (3) #5 CO NT. 11-811 FOUNDATION SECTION EXTERIOR WALL SCALE: 3/4" V-0" T-0" TYP.REINF. AT FTG. BUMP OUTS SCALE: 3/4" V-10" HDU4 W/ (10) Y4" X 1,Y2" SDS INTO COL & %"0 A.B. COL PER PLAN BOTT PL. - SEE DETAIL 7/S400 FOR DETAILS EQUAL EQUAL Z O� a- _3 W L) W T/SLAB Z 0 SEE PLAN & SCHEDULE U_ W q W Cn FOUNDATION DETAIL @ COL CONN.TO FOOTING EL. 100'-0" (D Z C') 0 8 Z Z < a. Z (D U) V1 j�� LLJ LIJ co V1 C\1 co W 6 r- Lo CU r- M E _j C'4 M 8 =Mm as C14 Cc _j r- u_ 6 :5 OD :3 -6 Q� (D 0 r_ r_ CK 0) 2 q < -0 Cot, LO Cc C'j 2's N I! B 11 C A His DOCUMENT AND/OR THE DESIGN CONCEPTS KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. 0 FD8 0 e sNommuninjo Ai ran 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 El CARL A. BROWN, PE - FIL # 56126 Lj LUIS PABLO TORRES, PE - FL #87864 SCOTT A LEWKOWSKI, PE - FL #78750 T 0 T�E. '11LEST OF 4T, R'GI AN E, T ��61E, INFORMATION PECIFICATIONS '�T� 1* TI CONTAIN TH TH THE 2= FLQ % �MN D 4J�R IN 11 j 7 ITION, N E AN L' SIGN E AN S EERR tj FkLI �OkJHE RALENPI'M EFj1t4QI10F4T' SOF A�� PAG STRig E DR 'ES AN BEARING �WerNEFR'S J" D % C) - : 'ARIN0, 11 /IS G r 0 Of Uj 4 O�L\ PL . ....... ?/1' Pless, o DATE: January 27, 2022 IF SEAL AND SIGNATURE ARE NOT BLUE OR CAN NOT BE SMUDGED CONTACT THE E.0 R FOR AUTHORIZATION. 0 W Z < 0 W 0 0 j r 0- W N REV. REV. REV. NO. DESC.� DATE - REVISIONS Project Numbe.r 21-7431 Date: Issue Date.- 01/26/22 Reviewed By: SL Drawn CM Scale: As indicated Sheet Name: FOUNDATION DETAILS Sheet No SCALE: 3/4" = V-0" S300 NOTE: RAMING NOT TERMINATE WALL REINF. BAR SHOWN FOR CLARIFY. W/ STD. 90' HOOK @ 2"-3" FROM T/B.B. - PROVIDE STD. LAP KNOCK -OUT CMU SPLICE W/ WALL REINF. BAR BOND BEAMS (SEE PLAN& DETAILS) ,9k T/CONC. B.B. EL. (SEE PLAN) T/C M U I je I WALL EL. HORIZONTAL REINFORCEMENT AS REQUIRED y SEE PLAN NOTES FOR MAXIMUM FILLED CELL (F.C.) SPACING TYPICAL CMU WALL REINF. SCALE: 3/4" 1'-0" METAL LATH, MESH, OR NOTE: FRAMING NOT. SHOWN FOR CLARIFY MAX. FILLED CELL SPACING — WIRE SCREEN PLACED MUST BE MAINTAINED ABOVE IN BED JOINTS UNDER WINDOW - PROVIDE STD. 900 KNOCK -OUT B.B HOOK IN WINDOW LINTEL AND COURSES IN B.B. (SEE F.C. OPTION NOTE) T/CONC. 9 GA. LADDER -REINF. B.B. EL. /STYLE HORIZ. JT. @ 16" O.C. A111-1 T/CMU (VERTICALLY) x�F WALL EL. HORIZONTAL //--FILLED CELL W/ REINFORCEMENT REINF. BAR AS REQUIRED EXTENED TO 2"-3" FROM TfT.B. - SEE PLAN NOTES FOR REINF. BAR SIZE 8"x 1 6"x8" C M U BLOCK LAID IN gk B/LINTEL EL. RUNNING BOND \,F(SEE PLAN OR PATTERN ARCH. DWG'S.) FILLED CELL EA. SIDE OF WINDOW OPENING - MATCH TYP. CMU WALL REINF. SIZE (UNLESS NOTED IN PLAN) PROVIDE 8" KNOCK -OUT COURSE W/ (1) #5 FOR FIRST COMPLETE CMU COURSE BELOW SILL (GROUT FULL COURSE & ANY PARTIAL COURSE SOLID TO WINDOW SILL) - FILLED CELL W/ REINF. BAR EXTENED TO 2"-3" SEE PLAN NOTES FOR MAXIMUM FROM T/T.B. - SEE FILLED CELL (F.C.) SPACING PLAN NOTES FOR 8"xl6"x8" CMU REINF. BAR SIZE -,dk SILL EL. BLOCK LAID IN V \�,r (SEE ARCH. RUNNING CONIC. SLAB OR DWG'S.) BOND PATTERN-----_ FUTURE CONIC. SLAB SILL REINF. BAR MUST (BEYOND) - SEE PLAN EXTEND BEYOND F.C. T/CONC. SLAB REINF. BAR BY MIN. 2" EL. (SEE PLAN)- 9 GA. LADDER STYLE (TYP.) — — — — — — — HORIZ. JT. REINF. @ 16-t OIL T/CONC. SLAB //-D.C. (VERTICALLY) - \,rEL. (SEE PLAN) GROUT ALL CELLS START @ TOP OF FIRST BELOW T/SLAB OR COURSE ABOVE FTG. FUTURE T/SLAB EL. _"77 WALL FOOTING GROUT ALL CELLS (SEE FDN. PLAN BELOW T/SLAB OR T/FTG. EL. _�_(SEE & SECTIONS) FUTURE T/SLAB EL. PLAN) T/FTG. EL. db I *7 SEE PLAN) PROVIDE DOWEL W/ STD. 90' HOOK & STD LAP SPLICE W/ WALL REINF. BAR (TYP.) TYPICAL CMU WALL REINF. DETAIL (@ BOTTOM OF WALL SCALE: 3/4" V-0" INTERIOR WOOD BRG. WALL Y2" GAP (SEE PLAN FOR LOCATION & SPEC'S.) % T/WALL EL. It - - - (SEE PLAN) (2) AIMPSON SPH 4RI APS 7 Emwe (SELECT SIZE TO MATCH we ;=:M 8" KNOCKOUT WALL SIZE) - FASTEN W1 ��r COURSE BOND BM. (12) 0.148"xlY2" NAILS W/ (1) #5 CONT. 0��w 9 GA. LADDER STYLE HORIZ. JT. REINF. @ 16' D.C. (VERTICALLY) 3"x3"x/12" STEEL SPACER PL. (GALVANIZED) - TYP. EA. EPO ANCHOR ------- MU WALL - SEE PLAN FOR REINF. - REINF. CELL SHALL DOUBLE 2x 410 BE LOCATED @ INTERIOR MATCH BRG. WALL BRIG. WALL CONNECTION SIZE & SPECIES .1 'C "0 EPDXY ANCHOR SET TO 5" EMBED. - SPACE ANCHORS AS SHOWN AT TOP & BOTTOM OF WALL cli & ALSO MAX. 24" D.C. ALONG WALL HEIGHT SEE CIVIL DWG'S. .1 It low M kwu FOR EXTERIOR T/CONC. SLAB 41 CONDITIONS \IF EL. (SEE PLAN) I TYPICAL FRAMING SECTION 0 INTERIOR %ZLp 7� WOOD BRIG. WALL TO CMU CONNECTION SCALE: 3/4" = 1 '-0" FILLED CELL (F.C.) OPTION: FILLED CELLS AND REINFORCING BARS CAN BE ELIMINATED ABOVE WINDOW IF ALL COURSES ABOVE LINTEL ARE GROUTED SOLID (MAX. (3) COURSES ABOVE LINTEL) KNOCK -OUT CMU — BOND BEAMS (SEE PLAN & DETAILS) TERMINATE WALL I L.REINF. BAR W/ STD. 900 HOOK @ -9 GA. LADDER 2"-3" FROM T/T.B. STYLE HORIZ. JT. - PROVIDE STD. �REINF. @ 16" D.C. LAP SPLICE W/ (VERTICALLY) WALL REINF. BAR MIN. 8F8-013/1T LINTEL REINF. BAR MUST EXTEND LINTEL (UNLESS BEYOND F.C. REINF. NOTED IN PLANS) BAR BY MIN. 2" (TYP.) OW (CONTRACTOR SHALL OPEN FOR WIND BE RESPONSIBLE FOR COORDINATING REQ'D. ROUGH OPENINGS) V SEE MASONRY WALL PLAN /--METAL LATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER KNOCK -OUT B.6 COURSES TYPICAL CMU WALL REINF. W/ B.B DETAIL WINDOW HEAD -- I 01. SCALE: 3/4" 1 SEE MASONRY WALL PLAN OPEN FOR WINDOW (CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING REQ'D. ROUGH OPENINGS) CONIC SLAB OR FUTU�E CONIC. SLAB BEYOND)- SEE PLAN—i 9 GA. LADDER STYLE — — — — — — — - HORIZ. JT. REINF. @ 16' O.C. (VERTICALLY) - START @ TOP OF FIRST COURSEABOV I E FTG. WA LL dOOTING (SEE FDN. PLAN & SECTIONS) FILLED ELL (F.C.) OPTION: FILLED CELLS AND \-MAX- FILLED CELL SPACING MUST B REINFORCING BARS CAN BE ELIMINATED BELOW MAINTAINED BELOW WINDOW - WINDOW IF ALL COURSES BELOW SILL ARE GROUTED PROVIDE STD. 90' HOOK IN FTG. AND SOLID (MAX. (3) COURSES ABOVE LINTEL) IN SILL KNOCK -OUT COURSE (SEE F.C. OPTION NOTE) SCALE: 3/4" V-0" [NOTE: FRAMING NOT j'§H­0WN FOR CLARIFY. NO HOOK REQtD. @ COL. MIDDLE REINF. - EXTEND REINF. BARS TO 2"-3" FROM T/B.B.- T/CONC. (SE PLAN) T/CMU WALL & CONC. COL. EL. HORIZONTAL REINFORCEMENT AS REQUIRED FILLED CELL IN 2ND VOID AWAY FROM COL. ( SIDE) - MATCH TYP. CMU WALL REINF. SIZE (UNLESS NOTED IN PLAN) TERMINATE COL. END REINF. BARS W/ STD. 900 HOOK @ 2"-3" FROM T/B.B. - PROVIDE STD. LAP SPLICE W/ COL. REINF. BAR OL. DOUBLE KNOCK -OUT CMU BOND BEAMS (SEE PLAN & DETAILS) METALLATH, MESH, OR WIRE SCREEN PLACED IN BED JOINTS UNDER 0( KNOCK -OUT B.B COURSES 9 GA LADDER STYLE HORi JT. REINF. @ 16" D.C. (VERTICALLY) - CONTINUE THROUGH CONIC. COL. ,,TURN HALF -BLOCK SIDE -WAYS AT ALTERNATING COURSES EA. SIDE OF COLUMN WNOID TO BE FILLED WHEN COLUMN IS POURED TYPICAL CMU WALL REINF. W/ B.B DETAIL @ TOP OF IN WALL CONC. COL. SCALE: 3/4" V-0" FILLED CELL IN 2ND TURN HALF -BLOCK SIDE -WAYS VOID AWAY FROM CONIC. COL. AT ALTERNATING COURSES COL. (TYP. EA. (SEE PLAN) EA. SIDE OF COLUMN WNOID SIDE) - MATCH TYP. COL. TO BE FILLED WHEN COLUMN START IN FIRST CMU WALL REINF. IS POURED - SIZE (UNLESS COURSE ABOVE T/SLAB EL. I NOTED IN PLAN)-\ 1 A A CONIC. SLAB OR FUTURE CONIC. SLAB (BEYOND) -SEE PLAN T/CONC. SLAB \,IFEL. (SEE PLAN) 9 GA. LADDER STYLE NO HOOK REQ'D. HORIZ. JT. REINF. @ 16" @ COL. MIDDLE D.C. (VERTICALLY) - REINF. - EXTEND START @ TOP OF FIRST REINF. BARS TO COURSE ABOVE FTG. 2"-3" FROM T/T.B.---� ---WALL FOOTING T/FTG. EL. (SEE FDN. PLAN (SEE PLANF_ & SECTIONS) CONTINUE WALL FTG. LONG. REINF. THROUGH CONC. COL. FTG. WALL JL FTG.TRANSVERSE STEEL CAN BE OMITTED @ CONIC. COL. FTG. PROVIDE DOWELS W/ STD. 90* HOOK & S�TD. EQ. EQ. COL. FOOTING L. LAP SPLICE W/ COL. (SEE FDN. PLAN END REINF. BARS SEE FDN. PLAN & SECTIONS) TYPICAL CMU WALL REINF. @ r6 BOTTOM OF IN WALL CONC. COL. SCALE: 3/4" V-0" (1) #5 CONTINUOUS FROM M.D. 6 FOOTING TO TOP COURSE LESS THAN 8'-Q"l (EA. SIDE OF OPNGS.) 8" CMU WALL 9 GA. LADDER STYLE HORIZ. (SEE PLAN FOR SIZE) J REINF. @ 16" O.C. SCALE: N.T.S. M.O. 8'-lt'TO 12'-0" ----- - --- - - - - I_10i W Are, CMU REINFORCING AT OPENINGS 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. (1) #5 CONTINUOUS FROM FOOTING TO TOP COURSE (EA. SIDE OF OPINGS.) —7 9 (11 8" CMU WALL A. LADDER STYLE HORIZ. (SEE PLAN FOR SIZE) REINF. @ 16" O.C. CMU REINFORCING AT OPENINGS SCALE: N.T.S. (5) #5 CONTINUOUS FROM FOOTING TO TOP COURSE EACH CORNER SCALE: N.T.S. M. 0. 12'-l" TO 16'-0" GROUT CELL FULL W/ CLASS III GROUT (TYP.) 8" CMU WALL (SEE PLAN FOR SIZE) 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. SEISMIC REINFORCING AT CORNERS ( ) #5 CONTINL'-''- 8" CMU WALL (SEE PLAN FOR SIZE CMU REINFORCING AT END OF WALL CONDITION SCALE: N.T.S. SCALE: N.T.S. 0 Z C') Z C4 Z Z vul 0C�' (n Uj mu C4 LLI 6- Ill Cl) M r- E ca f U 2 0 a co :3 -6 09 a) 0 C t-- Of (D U) 12 0 00:t- <0 LO (a 64 8 D. 41 iHIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP. INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY. ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW, ir F D 49 EPJQ1rYEERIIYG ASDOCIATES 258 Southhall Lane, Suite 200 Maitland, FL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 0 CARL A. BROWN, PE - FL # 56126 0 LUS PABLO TORRES, PE - FL #87864 El SCOTT A LEWKOWSKI, PE - FL N78750 TOTHE BEST OF THE ENGINEER-tolIttft. R TO AND 1E T ESTRUC N$ "' T""T" C.NTAINEOWTIgIINT WIN "..'DA SU'L DE_ p R m11ON, ENGINEERS T E AND ISO LY ME STR , "'I UCTURXA IN RTIOUrbaw \AIINGPAGES N �S �PNEGRI E ;W1 3 NO A6. t at 0 : w L 0'�?' C3 ;;�: 1?0 ..... %101' ""'E S S 10 VA Y0701/111111 ImO DATE: anuary , IF EAL AND SIGNATURE ARE NOT BLUE OR CANNOT BE SS MUDGED CONTACT THE E 0 R FOR AUTHORIZATION #5 @ 32" O.C. (U.N.O.) W/ ADDITIONAL Uj 9 GA. LADDER STYLE HORIZ. REINF. @ 16" O.C. REINF. @ OPENINGS, CORNERS, AND UNDER STEEL BEARINGS (SEE OTHER DETAILS THIS DWG.) La- 0 ­711 (DID 8" CMU WALL CLASS III MASONRY GROUT Uj Z < (SEE PLAN FOR SIZE) (SEE GEN. CONC. NOTES) 0 w TYPICAL CMILI MASONRY REINFORCING U SCALE: N.T.S. NOTES: SEALANT - SEE ARCH DWGSANDOR FILLED CELL W/ TYP 1. THROUGH -WALL JOINT SHALL BE CONTINUOUS WITHOUT SPECS. WALL REINF EA SIDE INTERRUPTION FROM FOUNDATION TO TOP OF WALL. OF MCJ >_ w N 2. TERMINATE TYPICAL HORIZONTAL JOINT REINFORCING 2" FROM JOINT. E ED 3. MAXIMUM SPACING OF CONTROL JOINTS SHALL BE 3 1 x (WALL HEIGHT) OR 25-0", WHICHEVER IS LESS. SEE NOTE 3 FOR �3/8" THROUGH -WALL CONTRACTOR SHALL SUBMIT MCJ PLAN TO I SPACING VERTICAL CONTROL JOINT ARCHITECT FOR APPROVAL. REQUIREMENTSj 0 00 MASONRY CONTROL JOINT (MQ 00 SEALANT - SEE ARCH WALL REINF EA DWGS AND OR SPECS. SIDE OF MCJ X A 1/2" THROUGH -WALL BOND BEAM REINF VERTICAL CONTROL JOINT MCJ @ BOND BEAM TYPICAL MASONRY REINFORCING DETAIL SCALE: N.T.S REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 D - ate: issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated-,. Sheet Name: MASONRY DETAILS Sheet No. ___S400 I 1111 1 11p, � 'q - � I 111ft 11 1 111 1 1 111 111, 1 1 1 1 1 1 1 1 11 1 1 11 , 7 11111 1 mrPrIMN11 IM111111111M IR I W ROOF SHEATHING - SEE W x ROOF FRAMING PLAN CIO FOR SHEATHING SPEC'S. U) 0 LU SEE ARCH. Uj 0 SEE ARCH. DWG'S. (n U DWG'S. FOR O.H. PRE-ENGINEERED ROOFTRU SS (TYP.) - SEE PLAN PROVIDE MOISTURE BARRIER BETWEEN J/ WOOD& CMU WALL T/CMU WALL EL. (SEE PLAN) �_�SEE ARCH. DWG'S. FOR FASCIA BOARD SEE PLAN FOR TRUSS CONNECTION 8" KNOCKOUT COURSEBOND BM. W1 (1) #5 CONT. 8" CMU WALL - SEE PLAN FOR REINF. ROOF FRAMING SECTION a TRUSS BEARING SCALE: 3/4" V-0" *DIAGONAL SPACED AT 20'-0" O.C. MAX. SAME SPACING AS BOTTOM CHORD LATERAL BRACING BLOCKING D CONTINUOUS LATERAL BRACING - X-BRACING - 2x4 SYP OR SPF w/ NAIL OVER X-BRACE AS SHOWN. 3-12d NAILS @ EACH TRUSS WEB INSTALL BLOCKING ATTACH WED FOR NAILING T1302 CROSS BRACING TYPICAL SCALE N.T.S. PRE-ENGINEERED ROOFTRUSS (TYP.) - SEE PLAN SEE � PLAN MIN 2x4 SYP OR SPF BLOCKING SECT, A -A BETWEEN TRUSSES G.T. r=�L— ADD MIN 2x4 ALONGSIDE TOP CHORD WHEN REQ.D TO PREVENT PLYWOOD SPAN FROM EXCEEDING 24" MAX SPAN EITHER SIDE, IF REQ'D PRECAST CONIC. LINTEL (SEE PLAN)-/ SEE DETAIL 1/S500 FOR MORE INFORMATION. 8" KNOCKOUT COURSE BOND BM. W/ (1) #5 CONT. B/LINTEL EL. gL (SEE PLAN) 8" CMU WALL (BEYOND) r- r- r% A R A I L I t-% r- 0'% -r I e% L I e% R A I I e% M r- K I I L I r% SCALE: 3/4" V-0-1 ROOF SHEATHING, SEE RSH SCHEDULE FOR SPECIFICATIONS PROVIDE 2x4 MIN, BLOCKING AT C OF HIP/RIDGE, TYP. BETWEEN TRUSSES w/2-12d NAILS EACH END TO TRUSS TOP CHORD RIPPED 2x4 SYP#2 TRUSS TYP. NAILED TO TOP A A - ' \A CHORD OF HIPPED TRUSS w/ 12d �A NAILS @ 6" O.C. 2-12d NAILS AT 12" O.C. MAX CONV FRAMING ABOVE 2x4 STUDS & PLATES - @ 24' O.C. EA DIRECTION TYP. UNO CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ 2x6 SPF#2 VERTICAL SCAB WOOD SHEATHING, SEE FASTENED wl 4-12d EA SIDE wl 3-12d WHEN @ 48" O.C. w/ 4-12d TOP RSH SCHEDULE ON MIN WHEN NEXT TO REQ'D w/ 2-MTS 1 2'S AND BOT OR H5 OR FRAMING PLAN HCLR/LL IN PLACE OF 4-12d PRE-ENG TRUSS, SEE PRE-ENG PLAN 2x8 SYP#2 RIDGE BEAM WOOD TRUSS 2x6 SPF#2 RAFTERS @ 24" O.C. w/3-10d COMMON CID TOENAILS TO RIDGE BEAM 2x4 SPF#2 COLLAR TIE DB TB EVERY 3RD RAFTER BB 2L-- 2x4 SPF#2 w/2470Y2" WOOD SCREWS EA TRUSS PRE-ENG. TRUSS OR H5 @ 48" O.C. w/ BEVEL CUT (OPTIONAL) CONT. ROOF SHEATHING ATTACHED PER SEE SECTI'ON B-B -7 2x DBL TOP PLATE TB13/SN ABOVE CONV. FRAMED AREAS TRUSS BRACING/BLOCKING NOTES: 1 . WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TOANSIfTP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATERBEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE TRUSSES BRACING IS THE MOST COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES& SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE 2. ALL BRACING (DB, CB, BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTURER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2x4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ (3)12d NAILS AT EACH TRUSS INTERSECTION. PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 0 6. SEE TYP, TRUSS BLOCKING DETAILS. ALT. BLOCKING SPACES WOOD 3 TO 4 TRUSS_ PRE-ENG WOOD SHEATHING, TRUSS WOOD TRUSS DIAGONAL F SEE RSH SCHEDUL @ 8'-0" MAX 2x4 CONT. @T&B CHORD CONC. MASONRY, STEEL, OR WOOD SUPPORT, SEE PLAN A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2x4 BLOCKING 8 BETWEEN TRUSSES 2x DBIL TOP w/ 2-12d NAILS @ EA BRIG WALL, 2x4 BLOCKING ALTERNATE PLATE END, CONT EA BAY SEE PLAN DIRECTION, AS SHOWN FASTEN FOR TYPE TO EA. TRUSS w/2-12d NAILS TYP. WOOD TRUSS BLOCKING SECTION B-B @ RAISED HEEL DETAIL (T�B06 HIP TRUSS HIP G.T. ALTERNATE TO BLOCKING - - - 1 -1 I -A THING HIP/RIDGE BLOCKING T1303 SCALE: 3/4" 1'-0" ROOF FRAMING PLAN ROOF SHEATHING - SEE FOR SHEATHING SPEC'S FASTEN ROOF SHEATHING TO BLOCKING W/ 8d NAILS @ 4" O.C. 2x4 SYP#2 X-BRACE @ 48" O.C. N (MAX.) - FASTEN TO BLOCKING W/ MIN. (4) 10d NAILS EA. END PRE-ENGINEERED WOOD ROOF TRUSS (SEE PLAN) CONT. 2x4 SYP #2 L�ID /LAT/ ACROSS BOTTOM CHORDS - FASTEN TO EA. BOTTOM CHORD W/ (3) 12d NAILS (4 TRUSS BAYS MIN.) FASTEN ROOF SHEATHING TO BLOCKING W/ 8d NAILS @ 4" O.C.— SIMPSON LUS26 EA. OUTRI GER- G SEE AR SEE ARC EDGE NAILING TO INSTALL SHEATHIN CH. FOR O.H. H. (MAX. 3'-0") DWG'S. FOR BLOCKING LINE EAVE DETAILS I I V. 4 PSON H2.5A OUTRIGGER I 1 4 GABLE VERT. STIFFENLR I 0'-0" TO T-O" - NO STIFFENERS REQ'D. 3'-0" TO 6-0" - 2x4 SYP #2 "L" BRACE 6-0" TO 10'-0" - 2x6 SYP #2 "L" BRACE 10'-0" TO 14'-0" - 2x8 SYP #2 "L" BRACE N '!? 4 2x SYP #2 BLOCKING BETWEEN TRUSSES @ 48" O.C. (MATCH TRUSS CHORD SIZE) FOR BRACE CONNECTION (TYP. ALL BRACE ENDS) - FASTEN TO TRUSS CHORD W/ (3) 12d END NAILS EA. SIDE (DO NOT SPLIT BLOCKING) 2x6 SYP #2 OUTRIGGERS @ 24" O.C. \\-SOLID 2x6 BLOCKING BETWEEN OUTRIGGERS _Y16" OSB WALL SHEATHING FASTENED TO GABLE TRUSS W1 8d NAILS @ 4" O.C. (EDGE) & 8d NAILS @ 8" O.C. (FIELD) C? Fb -PRE-ENGINEERED GABLE DROP CHORD TRUSS W/ VERTICALS @ 24" O.C. (MAX.) -FASTEN EA. BLOCKING TO WALL W/ SIMPSON HGAM10 W/ (4) Y4"xlY2" SIDS SCREWS TO WOOD & (4) Y4"x2Y4" TITEN 2 8" KNOCKOUT COURSE BOND BM. W/ (1) #5 CONT. T/CMU WALL EL. dk (SEE PLAN) - GABLE TRUSS CONNECTOR (SEE PLAN) ROOF FRAMING SECTION a GABLE END SCALE: 3/4" V-0" OVERLAP TRUSS BRACING AT LEAST ONE TRUSS SPACE 6" OVERLAP TRUSS BRACING w/ 3-12d NAIL PER JOINT "SPACED AT 15'-0" MAX TRUSS BRACING OVERLAP T13041 SCALE: 3/4" V-0" T1303 BLOCKING TO COMPLY w/ APA RECOMMENDATIONS FOR SPAN RATING OF'/16" OSB OR USE 3 ALTERNATE TO BLOCKING, PER TB03 THIS PAGE ALTERNATE SPAN RATED 32/16" IS THE SPAN RATING THE PLYWOOD THICKNESS IS 15/32.. IF 1/32" IS USED THEN THE ALTERNATE BLOCK IS NOT REQUIRED AT HIP Z SECTION UJI NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MAY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER A T LEAST 90% OF THE WEB. 20'-0" MAX MINIMUM 2x4 CROSS BRACING (SEE PLAN FOR LOCATION) 3 - 12d PER JOINT CHORD BRACING MIN. CROSS BRACING, TYP. SCA TBO SCALE: 3/4" V-0" SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE I BELOW PER PLAN 1x2 P.T. MIN, FASTENED PER NOTE 2 BELOW CONT 2x4 NAILED TO BLOCKING w/ 2-12d NAILS ALUM DRIP EDGE 2x SUB FASCIA CONT VENTED ALUM SOFFIT 2x BLOCKING NAILED TO TOP CHORD EVERY OTHER TRUSS w/ 3-12d NAILS, TYP. 1 . G.C./ BUILDER TO VERIFY/PROVIDE SOFFIT MATERIAL SPAN CAPACITIES BASED ON THE DESIGN PRESSURES SPECIFIED FOR COMPONENTS AND CLADDING LISTED IN THE DESIGN CRITERIA ON SHEET S001 2. 1x2 MIN. P.T. wl J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ V12" LONG T-NAILS @ 24" O.C. - WOOD w/ 2Y2" LONG T-NAILS @ 24" O.C. 20'-0" MAX STRUCTURAL SOFFIT SCALE: 3/4" V-0" SOFFITS V-4" & GREATER T T1301 d 0 0 Z Z W () U) < U) = T1304 b %1% C) > . % 9 RIDGE 9 Z W W 71 TOP MAX CHORD BLOCKING FOR FIRST 2x4 #2 @ 16" (4) SYP O.C. BAYS _j ca 6 b 9 > 0 Z (D Z J) U) d UJI BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS REQUIRED MIN. PERMANENT TRUSS BRACING PLAN SCALE: N.T.S. 0 Z co Z C14 ID Z a- 11FRa 116 1 Z 2 wig V) u) a) -JL_� UJ LU 0 W IL V, Z) 014 U) LU as a; M Cl) -JCNCI) — 8 M =(0 M " _j = u_ C) r- 00 S -d OR W < 0 0 r- r- U) a CV:) 10.r tn 0 �& C1,12- 8 D. THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. " FOS M 0 mr-jamEmRING A880CIATES 258 Southhall Lane, Suite 200 Maitland, FIL 32751 0: 321-972-0491 F: 407-880-2304 Certificate Of Authorization No. 9161 El CARL A. BROWN, PE - FL # 56126 El LUIS PABLO TORRES, PE - FIL #87864 [I SCO17 A LEWKOWSKI, PE - FL #78750 TO THE BEST OF THE ENGINEERS KNOWLEDGE, INFORMATION, AND BELIEF, THE STRUCTURAL PLANS AND SPEC FICATIONS CONTAINED WITHIN THESE DRAWINGS COMPLY WITH THE 2020 FLORIDA BUILDING CODE- RESIDENTA;L 7TH EDITION. ENGINEERS SIGNATURE AND SEAL IS ONLY FOR THE STRUCTURAL ENGINEERING PORTIONS OF THE DRAWING PAGES BEARING ENGINEERS SIGNATURE\A tN ........ �A S E 10, NT lob 0. (ft .C\ <1_ 4Q FLO DATE: JAR IF SEAL AND SIGNATURE AR r SMUDGED CONTACT THE EO, IHO UT G W < LLJ Z < C' x 0 LL _j N REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: Issue Date: 01/26/22 Reviewed By: SL Drawn By: CM Scale: As indicated Sheet Name: ROOF FRAMING DETAILS Sheet No. S500 Z-1 I 1 I 1— u - 1 1 _ 1_ 1 1 ' 1 l_ II i 1 n 1 L L'll' 1 I I I I I J I I _ I I I I 1 I —. . - — L- - I I 1— I .--- ELECTRICAL SYMBOLS LEGEND LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) 0 RECESSED CAN DOWNLIGHT FIXTURE. Fo SURFACE MOUNT WALL SCONCE FIXTURE. Q RECESSED CAN DOWNLIGHT FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP. SURFACE MOUNT WALL SCONCE FIXTURE WITH INTEGRAL EMERGENCY BATTERY BACKUP. ®} EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION - CEILING MOUNTED EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK - DUAL HEAD CEILING FAN LC LIGHTING CONTACTOR. SWITCHES S SINGLE POLE SWITCH - TOGGLE TYPE. SEE ELECTRICAL SPECIFICATIONS FOR MOUNTING HEIGHTS. (3) 3 WAY 4 4 WAY III DOUBLE POLE P WITH PILOT LIGHT INDICATION D DIMMER K KEY S M MOTOR RATED SWITCH - 1 POLE OR 2 POLE 30 AMP 250 VOLT WITH INTEGRAL THERMAL OVERLOADS SOS WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR SWITCH. OS CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR. DS DAYLIGHT SENSOR. DATA/COMM 'TWH DATA/COMM OUTLET WITH FLUSH MOUNTED 4" SQUARE SINGLE GANG JUNCTION BOX. PROVIDE BLANK STAINLESS STEEL COVER PLATE. EXTEND 1" CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC BUSHING. Mn DATA/COMM OUTLET FLUSH MOUNTED IN FLOOR. ❑TV TELEVISION OUTLET. MOUNT 18 " ABOVE FINISHED FLOOR. SERVICE AND DISTRIBUTION = BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED, LION. 34 M FUSED DISCONNECT SWITCH.3-POLE, 30AMP ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R RATED OUTDOORS. 33D Mh COMBINATION STARTER/DISCONNECT SWITCH 3-POLE, 30AMP, FUSED. NEMA SIZE 1 NEMA RATED INDOORS, NEMA 3R RATED OUTDOORS. mm UTILITY TRANSFORMER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR. NOTE: NOT ALL SYMBOLS SHOWN ARE USED IN THIS PROJECT. POWER (SEE ELECTRICAL SPECIFICATIONS FOR MOUNTING HEIGHTS.) DUPLEX RECEPTACLE - SEE ELECTRICAL SPECIFICATIONS FOR MOUNTING HEIGHTS. (WP) WEATHERPROOF (H) HORIZONTALLY MOUNTED (G) CEILING MOUNTED (TP) TAMPER PROOF DOUBLE DUPLEX RECEPTACLE "GFI" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING .OWP "GFI" DUPLEX RECEPTACLE/GROUND FAULT INTERRUPTING/WEATHERPROOF COVER =@ DUPLEX RECEPTACLE, COUNTER HEIGHT ❑� DUPLEX RECEPTACLE - FLUSH MOUNTED IN FLOOR BOX. ® DOUBLE DUPLEX RECEPTACLE MOUNTED TOGETHER IN A FLUSH MOUNTED FLOOR BOX. QF JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). (F) FAN RATED JUNCTION BOX. QJ WALL MOUNTED JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). MOTOR OEF (EF) EXHAUST FAN PC PHOTO CELL (-Q Wp ELECTRICAL SERVICE SHUNT TRIP BREAK GLASS STATION SQUARE "D" CLASS#900 1-K15 W/ CLASS 9001-K25 STAINLESS STEEL COVER PLATE. ENGRAVE "SERVICE DISCONNECT" MOUNT 7'-0" AFF./WEATHERPROOF HOUSING GROUND BAR 1208 CEILING OR WALL MOUNTED 120 VOLT DUAL RATED RESIDENTIAL SELF CM CONTAINED SMOKE AND CARBON MONOXIDE DETECTORS, DETECTOR WITH BATTERY BACK UP. ALL UNITS SHALL BE TIED TOGETHER AND ALARM ALL AT ONE TIME. MANUFACTURER: GENTEX #GN-503 SERIES. CM = CARBON MONOXIDE DETECTOR BY OTHERS. SMOKE AND CARBON MONOXIDE DETECTORS. FIRE ALARM FD MANUAL PULL STATION WP=WEATHERPROOF I� COMBINATION AUDIBLE AUDIO/VISUAL SIGNALING UNIT- HORN/FLASHING "FIRE" LIGHT WALL MOUNTED 48" AFF UNLESS OTHERWISE NOTED. WP=WEATHER PROOF. 110 CANDELA UNLESS NOTED OTHERWISE. LOW FREQUENCY SOUNDER (520 HZ.) FABCP FIRE ALARM CONTROL PANEL. Fo REMOTE FIRE ALARM ANNUNCIATOR PANEL (FLUSHED MOUNTED). J A - AMPERES EMS - ENERGY MANAGEMENT SYSTEM A/C - AIR CONDITIONING EMT - ELECTRICAL METALLIC TUBING AC - ALTERNATING CURRENT EF - EXHAUST FAN AFF - ABOVE FINISHED FLOOR EWC - ELECTRIC WATER COOLER AFG - ABOVE FINISHED GRADE EX - EXISTING AHU - AIR HANDLING UNIT FA - FIRE ALARM AWG - AMERICAN WIRE GAUGE FACP - FIRE ALARM CONTROL PANEL C - CONDUIT FBC - FLORIDA BUILDING CODE CH - COUNTER HEIGHT GFI - GROUND FAULT INTERRUPTER CM - CARBON MONOXIDE GND - GROUND CONIC - CONCRETE GRC - GALVANIZED RIGID CONDUIT COND - CONDUIT HVAC - HEATING VENTILATING AND AIR CONDITIONING CU - COPPER IWH - INSTANTANEOUS WATER HEATER DISC - DISCONNECT I.D. - INTERIOR DESIGNER ECB - ENCLOSED CIRCUIT BREAKER I G - ISOLATED GROUND ELEC - ELECTRICAL J - JUNCTION EM - EMERGENCY KAIC - (THOUSAND) AMPERE INTERRUPTING CAPACITY KCMIL - THOUSANDS OF CIRCULAR MILLS KVA - KILOVOLT -AMPERES KW - KILOWATT LED - LIGHT EMITTING DIODE LTG - LIGHTING MCP - MOTOR CIRCUIT PROTECTION MCU - MASTER CONTROL UNIT N - NEUTRAL NA - NOT APPLICABLE NEC - NATIONAL ELECTRICAL CODE NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NFPA NATIONAL FIRE PROTECTION ASSOCIATION - NF NON -FUSED NIC - NOT IN CONTRACT NL - NIGHT LIGHT O.C. - ON CENTER Z M r psi O WWI A,Z N 64 Z i Q:__ � J i GENERAL NOTES THESE PLANS HAVE BEEN P - POLE DESIGNED IN ACCORDANCE WITH THE 2017 k, PNL - PANELBOARD NATIONAL ELECTRICAL CODE. ° o PVC - POLYVINYL CHLORIDE s"' 4_ ..... — RGS - RIGID GALVANIZED STEEL w RM - ROOM o SPEC - SPECIFICATION SS - STAINLESS STEEL VOLTAGE DROP w ~ �U-) TVSS - TRANSIENT VOLTAGE , e U J " Co SURGE SUPPRESSION THIS PROJECT IS IN COMPLIANCE I � r, 's �� t ,1, ti^ N L U IL � TYP - TYPICAL WITH 2O20 FBC-ENERGY Y a Co UON - UNLESS OTHERWISE NOTED CONSERVATION C405.5.3 AND NEC °' N V — VOLTS 210.19 WITH REGARDS TO VOLTAGE DROP (596). e W - WIRE WP - WEATHERPROOF THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KLLSEE ASSOCIA I"ES AND ALL RIGHTS 01 OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE RLPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBH ED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. LIGHTING FIXTURE SCHEDULE GAME PAVILION FIXTURES TYPE MANUFACTURER & CATALOG NO. DESCRIPTION WATTS VOLTAGE REMARKS OR APPROVED EQUALS BY A COOPER LIGHTING 6" RECESSED DOWNLIGHT, 21W LED 120V GAME PAVILLION APPROVED BY OWNER PD6-20-ED010-PDM6A-835-64VC LED B COOPER LIGHTING 6" RECESSED DOWNLIGHT, 21 W PD6-20-ED010-REM-PDM6A-835-64VC LED, WITH INTEGRAL 90 MINUTE LED 120V GAME PAVILLION AS APPROVED BY OWNER EMERGENCY BATTERY PACK. WET LOCATION CiF1 F888-IRE 888-BNW CEILING FAN NO LIGHT 120V GAME PAVILLION AS APPROVED BY OWNER KIT EM COOPER LIGHTING LED EMERGENCY LIGHT WITH INTEGRAL 90 1.6W 120V GAME PAVILLION AS APPROVED BY OWNER SURE-LITES APEL MINUTE EMERGENCY BATTERY PACK LED EX COOPER LIGHTING SURE-LITES APEX LED EXIT SIGN WITH INTEGRAL 90 MINUTE 1.3W LED 120V GAME PAVILLION AS APPROVED BY OWNER EMERGENCY BATTERY PACK W COOPER LIGHTING XTOR5A-WT-LUMAR CROSSTOUR W.P. WALL PACK - (5000K) 41W LED 120V GAME PAVILION EXTERIOR AS APPROVED BY OWNER L0 N a w U) � a ,� Un a Z � � N C C) a� U PERMIT 01/26/2022 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 01 /26/2022 1,30:00 PM Issue Date: 01/26/2 Reviewed By: KR Drawn By: JM Scale: As indicated Sheet Name: ELECTRICAL LEGEND, NOTES & ABBREVIATIONS CA# 26308 I21570.00 idlk I N G E N U I T Y Sheet No. RIF ENGINEERS, INC. "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 _L_ - _L L - __ - , ___ -1 I __ -111 " i i � I - - 1, - - - I ,___L__L � 11 I ' GENERAL REQUIREMENTS - DIVISION 26 ELECTRICAL A. PERFORM ALL WORK IN COMPUANCE WITH THE LATEST ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE 2015, NFPA 70 (NEC-2017) AND NFPA 101 (UFE SAFETY CODE), ADA ANSI A117.1. INSTALL AND CONNECT PER AND THE REGULATIONS OF THE LOCAL UTILITY TELEPHONE, CABLE TELEVISION AND POWER UTIUTY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPECTIONS AND APPROVAL, AND THE LIKE, AND DELIVER SUCH CERTIFICATES TO THE OWNER. B. THE CONTRACTOR SHALL FURNISH, PERFORM, OR OTHERWISE PROVIDE ALL LABOR (INCLUDING, BUT NOT UMITED TO, ALL PLANNING, PURCHASING, PAINTING, TRANSPORTING, RIGGING, HOISTING, STORING, INSTAWNG, TESTING, CHASING, CHANNEUNG, CUTTING, TRENCHING, EXCAVATING AND BACKFILLING), COORDINATION, FIELD VERIFICATION, EQUIPMENT INSTALLATION, SUPPORT, AND SAFETY, SUPPLIES, AND MATERIALS NECESSARY FOR THE CORRECT INSTALLATION OF COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS (AS DESCRIBED OR IMPUED BY THESE SPECIFICATIONS AND THE APPLICABLE DRAWINGS). C. ALL DRAWINGS AND SPECIFICATIONS ON THE PROJECT ARE COMPLEMENTARY, EACH TO ALL OTHER SETS, AND THEY SHALL BE USED IN COMBINATION FOR THE EXECUTION OF THIS WORK. DIVISION 26 WORK DRAWINGS, INCLUDING ALL ARCHITECTURAL DRAWINGS, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR GENERAL WORK AND EQUIPMENT, AND DIVISION 26 WORK CALLED FOR UNDER ANY SECTION OF THE PROJECT SPECIFICATIONS, SHALL BE CONSIDERED AS INCLUDED IN THIS WORK EXCLUDED BY INCLUSION IN SOME OTHER BRANCH OF THE WORK. THIS SHALL INCLUDE ROUGHING -IN FOR CONNECTIONS AND EQUIPMENT AS CALLED FOR OR INFERRED. THE CONTRACTOR SHALL CHECK ALL DRAWINGS AND SPECIFICATIONS FOR THE PROJECT AND SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ALL DIVISION 26 WORK. D. INGS AND SPECIFICATIONS OF ALL OTHER TRADES AND DIVISIONS BEFORE INSTALLING ANY OF HIS WORK. HE SHALL IN ALL CASES CONSIDER THE WORK OF ALL OTHER TRADES, AND SHALL COORDINATE HIS WORK WITH THEM SO THAT THE BEST ARRANGEMENTS OF ALL EQUIPMENT, PIPING, CONDUIT, DUCTS, ROUGH -IN, ETC., CAN BE OBTAINED. E. R OUTLETS, SWITCHES, DEVICES, EQUIPMENT, ETC., ARE RIFIED IN THE FIELD AND CHECKED WITH ARCHITECTURAL AND ID DRAWINGS. CONTRACTOR SHALL LOCATE ALL DEVICES UP TO 5 FEET IN ANY DIRECTION AS DIRECTED E. WHERE INSTRUCTIONS OR NOTES ARE INSUFFICIENT TO CONVEY THE INTENT OF THE DESIGN, CONSULT THE OWNER PRIOR TO BIDDING AND INSTALLATION. F. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING THE LOCATIONS OF DEVICES TO BE USED AND COORDINATING THE FINAL LOCATIONS OF ELECTRICAL EQUIPMENT WITH MILLWORK, SINKS, BENCHES, COUNTERS AND SHELVING PRIOR TO BIDDING AND INSTALLATION. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. G. DIVISION 26 CONTRACTOR SHALL HAVE HAD EXPERIENCE OF AT LEAST THE SAME SIZE AND SCOPE AS THIS PROJECT, ON AT LEAST TWO OTHER PROJECTS WITHIN THE LAST FIVE YEARS IN ORDER TO BE QUAILIFIED TO BID THIS PROJECT. H. CONTRACTOR SHALL AND DOES HEREBY WARRANT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS SECTION OF THE SPECIFICATIONS TO BE FREE FROM DEFECTS AND TO FUNCTION OR OPERATE SATISFACTORILY FOR ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK, AND THAT ANY ITEMS NOT MEETING THIS REQUIREMENT WILL BE MADE GOOD BY HIM WITHOUT COST TO OWNER, PROVIDED SUCH DEFECTS OR FAILURES ARE NOT DUE TO ABUSE, NEGLECT, OR LACK OF REASONABLE AND ORDINARY MAINTENANCE. 1. ALL WORK SHALL BE EXECUTED IN A WORKMANSHIP MANNER AND SHALL PRESENT A NEAT MECHANICAL APPEARANCE UPON COMPLETION. I J. BALANCE LOAD AS EQUALLY AS PRACTICABLE ON ALL FEEDERS, BRANCH CIRCUITS AND PANEL BUSES. K. IDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANT'S FURNISHINGS OR EQUIPMENT. L. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, WALLS, STAIRS, MECHANICAL WORK, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPUCABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. M. RK, THE EN11RE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN El ECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE INSPECTION REPRESENTATIVE OF THE ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, TO PERMIT INSPECTION AS REQUIRED. IN ACCORDANCE WITH DIVISION 1 AND THE CONDITIONS OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO D SET OF CONSTRUCTION "AS-BUILTS* BLUELINE PRINTS WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS S IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. ELECTRICAL SCOPE: A. FURNISHING AND INSTALLATION OF ELECTRIC UGHTING SYSTEMS, POWER SYSTEMS, AND AUXILIARY EIN SPECIFIED. B. CONNECTION OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION, MENTIONED IN THIS DIVISION OR SHOWN ON DRAWINGS, WHETHER FURNISHED BY DIVISION 26 OR UNDER OTHER DIVISIONS, OR FURNISHED BY OWNER, INCWDING FIRE PROTECTION AND FIRE SPRINKLER SYSTEMS. C. FURNISHING AND INSTALLATION OF OUTLET BOXES, CONDUIT RACEWAYS, TERMINAL BOARDS, POWER OMPLETE TELEPHONE, TELEVISION AND DATA RACEWAY DISTRIBUTION SYSTEM. RE, AS WELL AS SOFTWARE IS NOT INCWDED.) D. ULLY RESPONSIBLE FOR CONTACTING THE OFFICES OF ALL LOCAL AND/OR STATE AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT IN ORDER TO SCHEDULE ALL REQUIRED INSPECTIONS AND OBTAIN ALL NECESSARY PERMITS, ETC. THE CONTRACTOR SHALL NOTIFY THE OF ALL SCHEDULED INSPECTIONS AT LEAST TWO WEEKS IN ADVANCE OF THE SCHEDULED DATE. E. LACE ANY DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WITHOUT COST TO THE OWNER WITHIN THE STIPULATED GUARANTEED PERIOD. F. IT NSIBILITY OF THE DIVISION 26 CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE FOR ALL INSPECTIONS. THE CONTRACTOR SHALL PROVIDE PERSONNEL TO ASSIST IN REMOVAL OF PANEL FRONTS, ETC. TO PERMIT INSPECTION AS REQUIRED. G. SUBMIT TO THE ARCHITECT/ENGINEER PROMPTLY AFTER AWARD OF CONTRACT AND PRIOR TO PURCHASING, SIX COPIES OF MANUFACTURER'S SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1, SUBMITTALS IT ALL SHOP DRAWINGS OF A SPECIFIC ITEM OR SYSTEM SHALL BE MADE IN ONE SUBMITTAL AND WITHIN TEN DAYS AFTER AWARD OF CONTRACT. 1. PANELBOARDS 6. DISCONNECT SWITCHES 10. FIRE ALARM 2. LIGHTING FIXTURES 7. CONDUIT 3. 120V SMOKE/CO2 DETECTORS 8. CONDUCTORS 4. WIRING DEVICES 9. IVSS J. COMPLETED WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS AND AFTER COMPLETION, PERFORM TESTS FOR INSULATION RESISTANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE. ALL WIRING SYSTEMS SHALL BE COMPLETELY AND TOTALLY ISAFED?DURING CONSTRUCTION. ONLY CAL SYSTEMS. K. THE ELECTRICAL CIRCUITS, COMPONENTS, AND CONTROLS FOR ALL EQUIPMENT ARE SELECTED AND SIZED, BASED ON THE EQUIPMENT SPECIFIED. IF SUBSTITUTIONS AND/OR EQUIVALENT EQUIPMENT ARE FURNISHED, IT IBILITY OF ALL PARTIES CONCERNED, INVOLVED IN, AND FURNISHING THE SUBSTITUTE AND/OR EQUIVALENT EQUIPMENT TO VERIFY AND COMPARE THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF THAT FURNISHED TO THAT SPECIFIED AND/OR SHOWN. IF GREATER CAPACITY OR MORE MATERIALS OR LABOR IS REQUIRED FOR THE ROUGH -IN, CIRCUITRY OR CONNECTIONS THAN FOR THE ITEM SPECIFIED AND PROVIDED FOR, THEN IT SHALL BE THE RESPONSIBIUTY OF THE PARTIES INVOLVED IN UTE AND/OR EQUIVALENT ITEMS OF EQUIPMENT TO PROVIDE ALL COMPENSATION FOR ADDITIONAL CHARGES MADE FOR THE PROPER ROUGH -IN, CIRCUITRY AND CONNECTIONS FOR THE EQUIPMENT FURNISHED. NO ADDITIONAL CHARGES ABOVE THE BASE BID SHALL BE ALLOWED FOR SUCH REVISIONS. BEFORE ROUGH -IN OF CIRCUITRY OR CONNECTING TO EQUIPMENT, FURNISHED UNDER THIS DIVISION, ANY OTHER DIVISION, OR BY THE OWNER, THE CONTRACTOR SHALL VERIFY THE ELECTRICAL CHARACTERISTICS AND REQUIREMENTS OF THE EQUIPMENT BEING FURNISHED AND FOR THAT SPECIFIED AND SHOWN ON THE DRAWINGS AND PROVIDE FOR PROPER ROUGH -IN AND CONNECTION. M. EX UND ELECTRICAL STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PWS OR MINUS 0.10% PWS A SUFFICIENT DISTANCE TO PERMIT PLACING AND REMOVAL OF CONCRETE FORMWORK, INSTALLATION OF SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. N. TRENCHING: EXCAVATE TRENCHES FOR ELECTRICAL INSTALLATIONS AS FOLLOWS: 1. EXCAVATE TRENCHES TO THE UNIFORM WIDTH, SUFFICIENTLY WIDE TO PROVIDE AMPLE WORKING ROOM AND A MINIMUM OF 6" TO 9* CLEARANCE ON BOTH SIDES OF RACEWAYS AND EQUIPMENT. 2. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED. 3. LIMIT THE LENGTH OF OPEN TRENCH TO THAT IN WHICH INSTALLATIONS CAN BE MADE AND THE TRENCH BACKFILLED WITHIN THE SAME DAY. 4. WHERE ROCK IS ENCOUNTERED, CARRY EXCAVATION BELOW REQUIRED ELEVATION AND BACKFILL WITH A LAYER OF CRUSHED STONE OR GRAVEL PRIOR TO INSTALLATION OF RACEWAYS AND EQUIPMENT. PROVIDE A MINIMUM OF 6" OF STONE OR GRAVEL CUSHION BETWEEN ROCK BEARING SURFACE AND ELECTRICAL INSTALLATIONS. 0. DE ALL INSERTS FOR THE SUPPORT OF DIVISION 26 EQUIPMENT TO BE PLACED IN CONCRETE OR THROUGH CONCRETE SLABS AS CONSTRUCTION PROGRESSES. HE SHALL PROVIDE ALL MISCELLANEOUS HANGING AND SUPPORTING HARDWARE. ALL ELECTRICAL WORK IS TO BE CONCEALED IN OR BUILT INTO GENERAL CONSTRUCTION SHALL BE PLACED AS CONSTRUCTION PROGRESSES. FAILURE OF THE CONTRACTOR TO COORDINATE WORK WITH OTHER TRADES AND THE PROJECT CONSTRUCTION PROGRESS SHALL MAKE HIM RESPONSIBLE FOR ALL COST OF CUTTING AND PATCHING, AS REQUIRED TO INSTALL WORK. NO STRUCTURAL MEMBER, MASONRY CONSTRUCTION OR FINISHED WORK SHALL BE CUT OR ALTERED WITHOUT PRIOR WRITTEN APPROVAL BY THE CONTRACTOR SHALL FIRE RATE ALL PENETRATIONS THROUGH ALL FIRE RATED SLABS OR WALLS PER THE INTENDED RATING. P. PLY AND SET INTO PLACE ALL WALL SLEEVES FOR CONDUITS AND COUNG INSERTS FOR HANGERS IN AREAS OF NEW CONSTRUCTION AS BUILDING CONSTRUCTION PROGRESSES. INSTALL EQUIPMENT NOTED TO BE CONCEALED IN WALLS BEFORE WALLS ARE CONSTRUCTED IN ORDER THAT WALLS MAY BE CONSTRUCTED AROUND CONDUITS, ENCLOSURES, ETC. Q. METAWC MATERIALS SHALL BE PROTECTED AGAINST CORROSION. EQUIPMENT ENCLOSURES SHALL BE GIVEN RUST -INHIBITING TREATMENT AND STANDARD FINISH BY MANUFACTURER. ALUMINUM ONTACT WITH EARTH, AND, WHERE CONNECTED TO DISSIMILAR METAL, SHALL BE PROTECTED BY SUITABLE FITTINGS AND TREATMENT. ALL FERROUS METALS SUCH AS ANCHORS, BOLTS, BRACES, BOXES, BODIES, CLAMPS, FITTINGS, GUARDS, NUTS, PINS, RODS, SHIMS, THIMBLES, WASHERS, AND MISCELLANEOUS PARTS, NOT OF STAINLESS STEEL OR NONFERROUS MATERIALS, SHALL BE HOT -DIPPED GALVANIZED. R. ALL CONDUITS STUBBED OUT FOR FUTURE USE SHALL HAVE A PULL WIRE INSTALLED, A PLASTIC CAP INSTALLED AND BE IDENTIFIED AS TO THE CONDUIT ORIGIN. S. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN HITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING AND FINISHING SHALL BE BY THE CONTRACTOR. T. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND RMRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED. U. ANY PENETRATIONS OF FIRE OR SMOKE RATED ASSEMBUES MADE BY THIS CONTRACTOR IN VERTICAL OR HORIZONTAL CONSTRUCTION SHALL BE SEALED AND PROTECTED BY THIS CONTRACTOR IN ORDER TO MAINTAIN THE ESTABUSHED FIRE RATING WITH METHODS AS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND U.L. A. IDENTIFICATION NAMEPLATES SHALL BE LAMINATED PLASTIC, SECURED TO EQUIPMENT WITH TWO STAINLESS STEEL SCREWS. B. EACH PANELBOARD AND METER CENTER SHALL BE EQUIPPED WITH A PERMANENT PLASTIC IMUM LETTERS, SECURELY FASTENED TO THE DEVICE. C. EACH INDIVIDUALLY MOUNTED CIRCUIT BREAKER, SWITCH, MOTOR STARTER, RELAY PANEL, LIGHTING CONTACTOR, TRANSFORMER AND/OR ANY OTHER CONTROL OR PROTECTIVE DEVICE INCLUDING EQUIPMENT DISCONNECT SWITCHES SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2- MINIMUM LETTERS. D. PANELBOARDS SHALL HAVE TYPEWRITTEN DIRECTORIES. ALL CIRCUITS TO BE IDEN11FIED BY DEVICES SERVED AND ROOM NUMBERS (I.E., LIGHTING ROOM 216). HANDWRITTEN DIRECTORIES WILL NOT BE ALLOWED. E. EACH JUNCTION BOX CABINET OR WIREWAY LARGER THAN 6" X 6" SHALL BE EQUIPPED WITH A PERMANENT PLASTIC NAMEPLATE WITH 1/2- MINIMUM LEITERS INDICATING THE SYSTEM ENCLOSED. F. ALL SYSTEMS JUNCTION BOXES AND CONDUIT SHALL BE COLOR CODED INSIDE AND OUTSIDE OF THE BOX PRIOR TO THE INSTALLATION OF CONDUCTORS PER THE FOLLOWING: 1. CCTV SYSTEM: VIOLET 2. TELEPHONE DATA SYSTEM: BLUE G. ENTIRE BOX INSIDE AND OUT , INCLUDING COVER, SHALL BE PAINTED PRIOR TO INSTALUNG CONDUCTORS. IV. WIRING DEVICES: A. SWITCHES SHALL BE 20 AMP COMMERCIAL GRADE 125 VAC. WHITE IN COLOR WITH NYLON COVER PLATES FOR COMMON AREAS. B. AMP SPECIFICATION GRADE 125 VAC. WHITE IN COLOR WITH NYLON COVER PLATES FOR COMMON AREAS. C. SWITCHES AND OUTLETS FOR HOTEL UNITS SHALL BE RESIDENTIAL UNE SILENT OPERATION TYPE RATED FOR 20AMPS, 120VOLTS. ALL DEVICES AND COVER PLATES SHALL BE WHITE. D. WITH GASKETED STAINLESS STEEL KEY LOCKABLE FUP COVER TYPE COVER PLATES. SURGE SUPPRESSION TYPE OUTLETS IN MDFS AND IDFS E. RECEPTACLES PROVIDED FOR ATTACHMENT OF CORD AND PLUG EQUIPMENT SHALL BE HEAVY DUTY, SPECIFICATION GRADE, NON -INTERCHANGEABLE, FLUSH MOUNTED TYPES OF THE PROPER NEMA CONFIGURATION TO SERVE THE EQUIPMENT. NEMA CONFIGURATIONS SHALL BE VERIFIED PRIOR TO INSTALLATION OF CIRCUIT CONDUCTORS. PROVIDE ALL FINAL FLEXIBLE. CONDUIT CONNECTIONS, TO HER, RANGE, MICROWAVES AND HVAC EQUIPMENT. F. ALL DEVICES SHALL HAVE PROPER PLATES, CARPET FLANGES, TRIMS, RINGS, ESCUTCHEONS, ETC., AS MANUFACTURED BY SAME MANUFACTURER AS DEVICES. ANY TELEPHONE OR OTHER OUTLET WHICH IS NOT EQUIPPED WITH A PLATE FURNISHED BY OTHERS SHALL HAVE ONE PROVIDED BY THIS CONTRACTOR. G. MOUNTING HEIGHTS ARE APPROXIMATE. THE EXACT LOCATIONS AND MOUNTING HEIGHTS SHALL BE DETERMINED ON THE JOB AND PER ARCHITECTURAL DRAWINGS AND IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO COORDINATE WITH ALL TRADES TO INSURE CORRECT INSTALLATION, I.E., OVER COUNTERS IN OR ABOVE BACK -SPLASHES, IN BLOCK WALLS, TILE, AND STRUCTION FEATURES. LOCATION OF OUTLETS MOUNTED IN BUILT-INS, MILLWORK, AND CABINETRY SHALL BE VERIFIED. OUTLETS MOUNTED IN KICK OR TOE SPACES SHALL BE MOUNTED HORIZONTALLY. OUTLET BOXES SHALL BE MOUNTED TO PREVENT DEVICE PLATE FROM OVERLAPPING BACKSPLASH, TRIM, TILE, ETC. LOCATE SO DEVICE PLATE WILL LAY FLAT AGAINST H. OUTLETS, OTHER THAN THOSE COORDINATED WITH COUNTER TOPS, SHELVES, AND CABINETS, SHALL BE LOCATED WITH THE CENTER LINE OF OUTLET BOXES THE FOLLOWING DISTANCE ABOVE THE FINISHED FLOOR, UNLESS OTHERWISE INDICATED: 1. RECEPTACLES, GENERAL: V-6" AFF 2. TELEPHONE OUTLETS: V-6* AFF 3. SWITCHES, GENERAL: 4'-O" AFF V. RAC A. SHALL BE GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. E.M.T. SHALL BE ELECTRO-GALVANIZED. CONDUITS SHALL BE AS MANUFACTURED BY REPUBUC, PITTSBURGH STANDARD, WHEATLAND, TRIANGLE, ALUED, OR YOUNGSTOWN. B. SHALL BE STANDARD THREADED TYPE, GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. THREADLESS AND CLAMP TYPE NOT ACCEPTABLE. SHALL BE AS MANUFACTURED BY RACO, EFCOR, OR APPLETON. C. SHALL BE STEEL THREADED COMPRESSION TYPE. ALL COUPLINGS AND CONNECTORS SHALL BE EFCOR OR RACO. PRESSURE INDENTED TYPE CONNECTORS OR CAST METAL WILL NOT BE APPROVED FOR ANY LOCATION. D. LASTIC INSULATED THROAT INSERTS. E. THE USE OF METAL CLAD CABLE IS ACCEPTABLE IN LOCATIONS AS ACCEPTED BY THE NEC AND ALL LOCAL JURISDICTIONAL CODES. F. STEEL METAL CLAD CABLE, TYPE MC, EMPLOYING CIRCUIT CONDUCTORS #12 SOuD TO #2 AWG, SOLID OR STRANDED COPPER WITH THHN INSULATION, AN INSULATED GREEN GROUNDING CONDUCTOR AND GALVANIZED STEEL INTERLOCKED ARMOR CLADDING. THE CABLES SHALL BE SUITABLE FOR USE IN CONCEALED DRY LOCATIONS AT TEMPERATURES NOT EXCEEDING 90' C ON AD CIRCUITS UP TO 600 VOLTS IN ACCORDANCE WITH N.E.C., ARTICLE 334. THE CABLE R FIRE RATED PER ANSI/UL 1479 FOR USE CONCEALED IN WALL, COUNG AND FLOOR ASSEMBUES. G. FLEXIBLE METALUC CONDUIT RACEWAYS MAY BE USED TO CONNECT HVAC UNITS LOCATED IN INTERIOR MECHANICAL AREAS. MINIMUM SIZE 3/4-. H. CONDUIT SHALL BE SIZED IN ACCORDANCE WITH THE LATEST NATIONAL ELECTRICAL CODE IT SHALL BE SMALLER THAN 3/4- UNI ESS OTHERWISE NOTED. CONDUIT HAN REQUIRED ABOVE WHEN SO SHOWN ON THE DRAWINGS OR WHEN REQUIRED BY LOCAL CODE. 1. UT FOR FUTURE SHALL BE CAPPED WITH A PLASTIC CAP AND MARKED WITH A 2" MINIMUM RED METAL TAG WHICH IDENTIFIES CONDUIT ORIGIN. CONDUITS STUBBED DUIT. CONDUIT STUBBED OUT BELOW GRADE SHALL BE TAGGED ON NEAREST BUILDING WALL, CURB, ETC., DIRECTLY OVER THE CONDUIT ALL EMPTY CONDUITS SHALL HAVE PULL WIRES. A. SCHEDULE 40 RIGID PVC A. CONDUIT SHALL BE COMPOSED OF POLYVINYLCHLORIDE (PVC) AND SHALL BE UL RATED TYPE 40 FOR USE WITH 9O*C RATED CONDUCTORS. CONDUIT SHALL CONFORM TO NEMA STANDARDS AND APPUCABLE SECTIONS OF NEC. B. INSTALLA11ON OF RIGID NON-METALLIC CONDUIT SHALL COMPLY WITH ARTICLE 347 OF THE NATIONAL ELECTRICAL CODE (NFPA 70) AND THESE SPECIFICATIONS. C. PROVIDE A CONTINUOUS, INSULATED, GROUNDING CONDUCTOR IN EVERY RIGID, NON-METALLIC RACEWAY EVEN IF NOT SHOWN ON THE DRAWINGS. THE GROUNDING CONDUCTOR SHALL BE H END OF THE RACEWAY IN ACCORDANCE WITH ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE (NFPA 70). D. WHERE RIGID NON-METALUC CONDUIT TRANSITIONS TO METALLIC CONDUIT, THE LOCATION OF THE TRANSITION SHALL BE UNDERGROUND. E RUN EXPOSED, OR ABOVE GRADE. VII. WIRE AND CABLE 600 VOLT: A. CONDUCTORS SHALL HAVE CURRENT CARRYING CAPACITIES AS PER NEC AND WITH 600 VOLT INSULATION, #12 AVERAGE MINIMUM FOR 20 AMP CIRCUITS. CONDUCTORS SHALL BE COPPER. B. OUD, TYPE THWN/THHN INSULATION. C. 18 AND LARGER, AND ANY SIZE TO MOTORS SHALL BE STRANDED TYPE THHN. D. SHALL BE MADE WITH T & B STA-KON WIRE JOINTS, PT SERIES, COMPLETE WITH INSULATING CAPS AND INSTALLED WITH WT161 TOOL OR WT2OOO TOOL, IDEAL SUPER -NUTS (NOT WIRE IDEAL WING NUTS, OR BUCHANAN ELEC. PRODUCTS B CAP OR SERIES 2000 PRESSURE CONNECTORS IT N INSULATORS AND INSTALLED WITH C24 PRESSURE TOOL. E. ALL JOINTS AND SPLICES IN WIRE SHALL BE MADE WITH APPROVED SOLDERUESS RED SO THAT INSULATION IS OWNER APPROVED EQUAL TO CONDUCTOR INSULATION. SPUCES SHALL NOT BE PERMITTED IN CONTROL, SECURITY, FIRE ALARM, TELEVISION OR COMMUNICA11ONS SYSTEMS, OR WHERE OTHERWISE NOTED. SPUCING OF WIRE OR CABLES WILL NOT BE ALLOWED BELOW GRADE, INCLUDING IN BOXES BELOW GRADE. F. DUITS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. G. IN INSTALUNG THE MAIN ELECTRICAL SERVICE, ADDITIONAL SLACK CONDUCTORS SHALL BE PROVIDED AND TERMINATED AS REQUIRED BY ELECTRIC UTILITY FOR CONNECTION TO THEIR EQUIPMENT. FIELD COORDINATE WITH UTILITY PRIOR TO INSTALUNG CONDUCTORS. H. IN INSTAILLING PARALLEL CONDUCTORS IT IS MANDATORY THAT ALL CONDUCTORS MAKING UP SAME LENGTH, THE SAME SIZE AND THE SAME TYPE OF CONDUCTOR WITH THE SAME INSULATION. FURTHER, EACH GROUP OF CONDUCTORS MAKING UP A PHASE OR BOTH ENDS IN AN APPROVED MANNER. 1. CONDUCTOR SIZES INDICATED ON CIRCUIT HOMERUNS OR IN PANELBOARD SCHEDULES SHALL BE INSTALLED OVER THE ENTIRE LENGTH OF THE CIRCUIT UNLESS NOTED OTHERWISE ON THE DRAWINGS. J. TINUOUS AND UNSPUCED WHERE INSTALLED IN CONDUIT. SPUCES SHALL OCCUR ONLY WITHIN WIRING TROUGHS, WIREWAYS, JUNCTION BOXES, OUTLET BOXES, OR EQUIPMENT ENCLOSURES WHERE SUFFICIENT ADD11IONAL ROOM IS PROVIDED FOR ALL SPUCES. K. SIZES THRU NO. 6 AWG, THE INSULATION SHALL BE OF THE COLOR AS INDICATED BELOW. COLOR SIZES NO. 4 AWG AND LARGER, COLOR OUND THE CONDUCTOR INSULATION WITHIN 8" UCTOR AND IN EACH PULL OR JUNCTION BOX OR WHENEVER CALLY EXPOSED TO VIEW. GROUNDING CONDUCTORS AND GROUNDED CONDUCTORS SHALL HAVE INSULATION COLOR AS INDICATED FOR SIZES THROUGH #6 AWG. 120/208 V, 3PHASE,4W PHASE A, COLOR: BLACK PHASE B, COLOR: RED PHASE C, COLOR: BLUE NEUTRAL, COLOR: WHITE GROUND, COLOR: GREEN L. PRIOR AUTHORIZATION FROM THE ARCHITECT/ENGINEER IF CONDUCTORS ARE SUBSTITUTED TO ALUMINUM CONDUCTORS. CONDUCTORS MUST HAVE THE EQUIVALENT OR GREATER AMPACITY VALUE D COPPER, SHALL PHYSICALLY FIT BELOW THE CONNECTION UJG AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL ALL LUGS SHALL BE RATED FOR COPPER AND 1 ALUMINUM CONDUCTORS. CONDUCTORS SHALL BE INSTAU_ED UTIUZING "NO -LOX" ANTI -OXIDATION D AS "COMPACT ALUMINUM". A V1 1. GROUNDING: A. THIS SECTION DEALS WITH THE GROUNDING OF SERVICE EQUIPMENT, TRANSFORMERS, NON -CURRENT CARRYING CONDUCTIVE SURFACES OF EQUIPMENT, METAL BUILDING, STRUCTURES AND B OTHER EQUIPMENT. MAXIMUM RESISTANCE SHALL NOT EXCEED 10 OHMS B. ALL GROUNDING CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL C ELECTRICAL CODE AND ALL LOCAL CODES AND REQUIREMENTS. SUCH CODES SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE INSTALLATION OF THE GROUNDING SYSTEM SHALL INSURE AND SHALL PROVIDE A LOW IMPEDANCE GROUND D ION OF OVERCURRENT AND GROUND FAULT PROTECTIVE DEVICES. C. ALL SERVICE AND EQUIPMENT GROUNDING CONDUCTORS, AND BONDING JUMPERS SHALL BE INSULATED COPPER, TYPE THHN, THWN, OR THW CONDUCTORS (UNLESS NOTED OTHERWISE) AND SHALL BE SIZED IN ACCORDANCE WITH THE APPUCABLE PORTIONS OF ARTICLES 250 AND 517 OF THE NATIONAL ELECTRICAL CODE. GROUNDING CONDUCTORS #6 AWG AND SMALLER SHALL HAVE A GREEN COLOR INSULATION. ALL GROUNDING CONDUCTORS #4 AWG AND LARGER SHALL BE ADEQUATELY IDENTIFIED WITH A GREEN TRACER AND/OR GREEN COLORED TAPE AT EACH END OF E THE GROUNDING CONDUCTOR AND AT EACH PULLBOX OR OTHER ACCESSIBLE LOCATION. D. THE MAIN SERVICE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF THE FOLLOWING ITEMS BONDED TOGETHER BY THE GROUNDING ELECTRODE CONDUCTORS IN ACCORDANCE WITH NEC ARTICLE 250: 1. COLD WATER PIPE, NEC 250 I 2. METAL FRAME OF BUILDING WHERE AVAILABLE, NEC 250 F 3. ODE, NEC 250-81(C) E. THE NEUTRAL CONDUCTOR SHALL BE GROUNDED AT THE SERVICE ENTRANCE MAIN DISCONNECT, AND AT EACH SEPARATELY DERIVED SYSTEM ONLY PER NEC ARTICLE 250. F. A #4 INSULATED COPPER CONDUCTOR INSTALLED IN 3/4- CONCEALED CONDUIT SHALL BE UILDING GROUNDING ELECTRODE SYSTEM TO EACH BUILDING FIRE ALARM CONTROL CABINETS, CCTV SYSTEM CABINETS, EMS CABINETS, RELAY CABINETS, AND SECURITY SYSTEM CABINETS. TERMINATE ON AN APPROPRIATELY SIZED (8) TERMINAL MULTI -CONDUCTOR G LUG LOCATED WITHIN CABINET OR ON TERMINAL BOARDS. IX. PANELBOARDS: A. PANELBOARDS SHALL BE DEAD FRONT TYPE AND SHALL BE IN ACCORDANCE WITH UNDERWRITERS' LABORATORIES, INC., STANDARD FOR PANELBOARDS AND ENCLOSING CABINETS AND SO LABELED. B. PANELBOARDS SHALL BE FACTORY ASSEMBLED WITH BRANCH BREAKERS ARRANGED AS SHOWN IN SCHEDULES. BREAKERS SHALL BE NUMBERED VERTICALLY BEGINNING TOP LEFT. BREAKER NUMBERS THED TO TRIM. PANEL SHALL BE MINIMUM 20* WIDE, UNLESS SPECIFICALLY NOTED OTHERWISE. D. ANY SPECIAL REQUIREMENTS ON THE DRAWINGS OR SCHEDULES, SUCH AS GROUND FAULT PROTECTION, INCREASED INTERRUPTING CAPACITY, ARC -FAULT CIRCUIT BREAKERS SHUNT TRIP TYPE CIRCUIT BREAKER, FEED THRU PANELBOARDS, ETC., SHALL SUPERSEDE THESE SPECIFICATIONS, BUT ONLY INSOFAR AS THAT PAR11CULAR REQUIREMENT IS CONCERNED AND AS INDICATED. E. WIRING IN PANELBOARD GUTTERS SHALL BE PERFORMED IN A NEAT AND WORKMAN UKE MANNER. WIRING SHALL BE GROUPED INTO NEAT BUNDLES AND SECURED WITH NYLON 11E WRAPS. F, PROVIDE TYPE WRITTEN DIRECTORIES FOR EACH PANELBOARD INDICATING THE LOAD SERVED. G. METERING A. GANGABLE AND WEATHERPROOF NEMA 3R METERING SHALL BE COMPLETE WITH: ALUMINUM CROSS BUSSING AND METER STACKS. B. MINIMUM SHORT CIRCUIT RATING OR INTEGRATED ASSEMBLY SHALL NOT BE LESS THAN 22,000 C. METER BASES SHALL CONFORM TO U.L. STANDARD 175, AND BE CONFIGURED TO CONFORM TO THE SERVING UTILITY REQUIREMENTS. E. PHASE SEQUENCED BUSSING SHALL BE USED THROUGHOUT, WITH LOAD BALANCE AS EQUAL AS POSSIBLE. ALL SINGLE PHASE CIRCUITS SHALL HAVE A DEDICATED NEUTRAL PER NEC. X. LIGHTING FIXTURES: A. UGHTING FIXTURES SHALL BE FURNISHED AS SHOWN ON DRAWINGS AND IN THE LIGHTING HALL SPECIFICALLY BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXACT TYPE COUNG AND RECESSING DEPTH OF ALL RECESSED FIXTURES AND TO FURNISH THE MOUNTING TRIMS AND ACCESSORIES OF THE SPECIFIED AND/OR APPROVED FIXTURES FOR THE COUNG TO BE INSTALLED. UGHTING FIXTURES SHALL BE PROVIDED WITH JOINER PLATES, END CAPS, RETAINING CUPS, PLASTER FRAMES, HOUSINGS, AND ALL OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. B. ALL FIXTURES SHALL BE EQUIPPED WITH LAMPS UNLESS OTHERWISE NOTED. LAMPS SHALL BE INSTALLED NEW, IMMEDIATELY PRIOR TO FINAL INSPECTION, AND SHALL NOT BE USED FOR CONSTRUCTION. C. FIXTURE CATALOG NUMBER REPRESENTS BASIC LUMINARY SIZE, TYPE, QUAUTY AND CONFIGURATION. ACCESSORIES SHALL BE FURNISHED WITH EACH UNIT As REQUIRED FOR A COMPLETE FINISHED INSTALLATION. BASIC ACCESSORIES SHALL INCLUDE, BUT ARE NOT UMITED TO, THE FOLLOWING: 1. JOINING PLATES, END CAPS, RETAINING CLIPS, DRYWALL FLANGES, ETC. 2. TRIMS FOR RECESSED FIXTURES. 3. FIXTURE STEMS AND CANOPIES FINISHED TO MATCH FIXTURES. 4. SPECIAL MOUNTING BRACKETS, TENONS, SUP FILTERS, CONCRETE BASES, POLES, ANCHOR BOLTS, JUNCTION BOXES, AND STANCHIONS FOR ALL EXTERIOR UGHTING FIXTURES. PROVIDE ALL WEATHERPROOFING FOR ALL LIGHTING FIXTURES TO BE INSTALLED IN EXTERIOR LOCATIONS. D. STRUCTURAL SUPPORT OF ALL FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E. RED TO EACH FIXTURE BODY BY MEANS OF A BONDING SCREW. F. OWNER WILL HAVE RIGHT TO RELOCATE LIGHTING FIXTURES OR UGHTING SWITCHES WITHIN 72" OF COORDINATE THE WALK-THROUGH PRIOR TO THE INSTALLATION OF THE WIRING. 3EC11ON 283000 DIGITAL ADDRESSABLE FIRE -ALARM SYSTEM T1 - GENERAL DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, DIVISION 1, AND DIVISION 26 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. SUMMARY THIS SECTION INCLUDES AUTOMATIC NETWORKED FIRE ALARM SYSTEMS, INCLUDING FIRE ALARM CONTROL PANEL, REMOTE ANNUNCIATOR, DOOR HOLD OPEN DEVICES, MANUAL PULL DETECTORS, FIRE ALARM HORNS, VISUAL SIGNAL EQUIPMENT, OKE DAMPER CONNECTIONS, AND SURGE PROTECTION DEVICES. COORDINATE ALL WIRING AND DEVICE INTERFACES WITH OWNER'S REPRESENTATIVE. THE FIRE ALARM SYSTEM SHALL MEET THE LATEST ADOPTED EDITION OF ALL LOCAL, STATE OF FLORIDA AND ALL LOCAL CITY AND COUNTY CODE AMENDMENTS, NFPA 72, UL 864-9THEDITION ALL FEDERAL "ADAG" REQUIREMENTS AND THE 2020 FLORIDA BUILDING CODE ALL DEVICES Mi" BE TM` N COLOR WITH 'INHW LETrHM .3 DEFINITIONS . ADDRESSABLE: COMBINED HARDWARE AND SOFTWARE SYSTEMS ASSOCIATED WITH THE EL AND FIELD DEVICES WHICH WILL PERMIT IDENTIFICATION OR CONTROL OF AN INDIVIDUAL DEVICE (INITIATING OR SIGNAL/CONTROL CIRCUIT). . ALARM -INITIATING DEVICE: A MANUAL STATION, SMOKE DETECTOR OR HEAT DETECTOR. . ALARM SIGNAL: SIGNIFIES A STATE OF EMERGENCY REQUIRING IMMEDIATE ACTION. PERTAINS TO SIGNALS SUCH AS THE OPERATION OF A MANUAL STATION AND THE OPERATION OF A SPRINKLER SYSTEM FLOW SWITCH. . STYLE "4" INITIATING CIRCUITS: CIRCUITS ARRANGED AND ELECTRICALLY SUPERVISED SO A SINGLE BREAK OR SINGLE GROUND FAULT CONDITION WILL BE INDICATED BY A TROUBLE NTROL PANEL (FACP) AND THE CIRCUIT WILL CONTINUE TO BE CAPABLE OF OPERATION FOR ITS INTENDED SERVICE IN THE FAULTED CONDITION NO T GROUND FAULT CONDITION OCCURS. (2-WIRE CLASS B CIRCUIT). . STYLE 'Y" INDICATING CIRCUIT: CIRCUITS ELECTRICALLY SUPERVISED SUCH THAT A SINGLE BREAK OR A SINGLE GROUND FAULT CONDITION WILL BE INDICATED BY A TROUBLE SIGNAL AT THE FACP AND THE CIRCUIT WILL CONTINUE TO BE CAPABLE OF OPERATION FOR ITS INTENDED SERVICE IN THE FAULTED CONDITION NO MATTER WHERE THE BREAK OR GROUND RS. (2-WIRE CLASS B). . MULTIPLEX SYSTEM: ONE USING SIGNALING METHOD CHARACTERIZED BY THE UENTIAL TRANSMISSION, OR BOTH, AND THE RECEPTION OF MUL11PLE SIGNALS IN A COMMUNICATION CHANNEL, INCLUDING MEANS FOR POSITIVELY IDENTIFYING EACH SIGNAL 1.5 SYSTEM DESCRIPTION A. GENERAL: COMPLETE, ZONED, NONCODED, ADDRESSABLE, MICROPROCESSOR BASED FIRE DEFECTION AND ALARM SYSTEM WITH MANUAL AND AUTOMATIC ALARM INITIATION DEVICES LOCATED OUTDOORS SHALL BE SPECIFICALLY DESIGNED FOR EXTERIOR SERVICE. PROVIDE BATTERY BACK-UP BASED UPON TOTAL LOAD PER NFPA 72. ALARM SHALL ACHIEVE A MINIMUM OF 80 DB THROUGHOUT OCCUPIABLE SPACES AND MEET ADA REQUIREMENTS. B. SIGNAL TRANSMISSION: MULTIPLEX SIGNAL TRANSMISSION DEDICATED TO FIRE ALARM SERVICE ONLY. C. ALARM INDICATION: BY TRANSMITTING EMERGENCY ALARMS, SOUNDING INTERNAL AND WEATHERPROOF HORNS, AND ILLUMINATION OF ADA STROBES. D. ALLOW FOR LOADING AND EDITING SPECIAL INSTRUCTIONS ES AS REQUIRED. THE SYSTEM SHALL BE CAPABLE OF ON -SITE PROGRAMMING TO ACCOMMODATE SYSTEM EXPANSION AND FACILITATE CHANGES IN OPERATION. ALL SOFTWARE OPERATIONS SHALL BE STORED IN A NON-VOLATILE PROGRAMMABLE MEMORY WITHIN THE FIRE ALARM CONTROL UNIT. LOSS OF PRIMARY AND SECONDARY POWER SHALL NOT ERASE THE INSTRUCTIONS STORED IN MEMORY. E. THE SYSTEM SHALL HAVE THE CAPABIUTY OF LOADING SOFTWARE OPERATIONS FROM A SINGLE NODE TO ALL OTHER NODES ON THE NETWORK. F. RESIDENT SOFTWARE SHALL ALLOW FOR FULL CONFIGURATION OF INITIATING CIRCUITS SO THAT ADDITIONAL HARDWARE SHALL NOT BE NECESSARY TO ACCOMMODATE FUTURE CHANGES. FOR EXAMPLE, MONITORING OF NORMALLY OPEN CONTACT DEVICES TO MONITORING OF NORMALLY CLOSED CONTACT DEVICES, OR FROM SENSING OF NORMALLY OPEN CONTACT DEVICES TO SENSING A COMBINATION CIRCUIT AND BEING ABLE TO DIFFERENTIATE BETWEEN THE TWO. S. LL ALLOW FOR CONFIGURATION OF NOTIFICATION APPUANCE AND CONTROL CIRCUITS SO THAT ADDITIONAL HARDWARE SHALL NOT BE NECESSARY TO ACCOMMODATE CHANGES. FOR EXAMPLE, CHANGING A NON -CODED NOTIFICATION APPLICANT CIRCUIT TO A CODED CIRCUIT; OR FROM A SLOW MARCH TIME (20 BPM) TO FAST MARCH TIME (120 BPM) CODING. H. THE SYSTEM SHALL HAVE THE CAPABIUTY OF RECALUNG ALARMS AND TROUBLE CONDITIONS IN CHRONOLOGICAL ORDER FOR THE PURPOSE OF RECREATING AN EVENT HISTORY. 1. SYSTEM CONNECTIONS AND CONDUIT AND WIRING FOR ALARM INDICATING CIRCUITS: STYLE "Y" WIRING. J. SYSTEM CONNECTIONS AND CONDUIT AND WIRING FOR ALARM -INITIATION CIRCUITS: STYLE *4 WIRING. 1. TRANSMISSION TO REMOTE CENTRAL STATION: PROVIDE WIRING AND EQUIPMENT TO AUTOMATICALLY ROUTE AN ALARM, SUPERVISORY, AND TROUBLE SIGNALS TO THE UNIVERSAL STUDIOS CENTRAL STATION SERVICE TRANSMITTER LOCATED WITHIN MAIN FIRE ALARM CONTROL PANEL USING USTED AND APPROVED DIALING EQUIPMENT. PROVIDE ALL NECESSARY AND REQUIRED DIALER EQUIPMENT, WIRING AND CONNECTIONS BY THIS CONTRACTOR. 2. GENERAL ALARM: A SYSTEM GENERAL ALARM INCLUDES: a. INDICATING THE GENERAL ALARM CONDITION AT THE FACP AND THE INTEGRAL ANNUNCIATOR. b. IDENTIFYING THE DEVICE THAT IS THE SOURCE OF THE ALARM AT THE FACP, AND ANNUNCIATOR. C. INITIATING AUDIBLE AND VISIBLE ALARM SIGNALS THROUGHOUT THE BUILDING. d. STOPPING HVAC SUPPLY AND RETURN FANS. e. INITIATING TRANSMISSION OF ALARM SIGNAL TO REMOTE CENTRAL REPORTING STATION. f. OORS. g. CLOSE FIRE/SMOKE DAMPERS. h. CLOSE GAS SOLENOID VALVES AS REQUIRED 3. MANUAL STATION ALARM OPERATION INITIATES A GENERAL ALARM. 4. WATER -FLOW ALARM SWITCH OPERATION: INITIATES A GENERAL ALARM. 5. SMOKE OR HEAT DEFECTION INITIATES A GENERAL ALARM. 2.9 WIRE/CABLE A. LINE -VOLTAGE: UNE VOLTAGE CONDUCTORS SHALL BE SOUD COPPER CONDUCTORS WITH 600 V_RATED INSULATION. #10 GAUGE, MINIMUM ADJUSTED FOR LARGER GAUGE LONG RUNS. B. INITIATION CIRCUITS (LOOP): INITIATION LOOP CONDUCTORS SHALL BE WEST PENN #D991 FOR 3000'-O* IN LENGTH AND LESS. WEST PENN #D995 SHALL BE USED FOR CIRCUITS OVER 3000'-O" IN LENGTH. BELOW GRADE, WET OR DAMP LOCATION INSTALLED CABLE, INCLUDING CABLE INSTALLED ON THE TOP OF EXTERIOR WALKWAYS, SHALL BE WEST PENN AQUASEAL MULTI -CONDUCTOR FLOODED CABLE (14 GAUGE), UNLESS NOTED OTHERWISE, AND SHALL BE INSTALLED IN CONDUIT. C. SIGNAL CIRCUITS: SIGNAL CIRCUITS SHALL BE #12 AWG THWN 19 STRAND COPPER. D. I PPER. E. COLOR CODE: STRICTLY ADHERED jg- POSMVE NEWIVE AUDIO/VISUAL* 112 AWG (THWN�. +ORANGE -WHITE E RELAY CIRCUIT 14 AWG (TH'WN +PINK -BLACK 114 AWG (THWN +GRAY -BLACK GAS SHUTOFF 14 AWG (�THWN) +GRAY -BLACK 24 VDC /1 4 AWG HWN) +RED -BLACK AUTOMATIC (NON ADDRESSABLE) # 1 4 AWG (THWN) +YELLOW -BROWN MANUAL (NON ADDRESSABLE) #14 AWG (THWN) +BLUE -PURPLE F. ALL WIRE SHALL BE INSTALLED IN NEW CONCEALED CONDUIT, MINIMUM 1.5" CONDUIT. 3.7 DEMONSTRATION A. PROVIDE THE SERVICES OF A FACTORY -AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S MAINTENANCE PERSONNEL AS SPECIFIED BELOW. 1. TRAIN OWNER'S MAINTENANCE PERSONNEL IN THE LOCATION OF DEVICES, BOXES, EDULES INVOLVED IN OPERATING, TROUBLESHOOTING, SERVICING, AND PREVENTIVE MAINTAINING OF THE SYSTEM. PROVIDE A MINIMUM OF 4 HOURS' TRAINING. TRAINING SHALL INCLUDE A COMPLETE PROJECT WALK DOWN WITH OWNER'S AUTHORIZED REPRESENTATIVE TO IDENTIFY DEVICE LOCATIONS, JUNCTION BOX PPRESSION MODULE LOCATIONS. 2. SCHEDULE TRAINING WITH THE OWNER AT LEAST SEVEN WORKING DAYS IN ADVANCE. END OF SECTION 283000 LO � (D ;: I I Z c') N- I o !� ,`­� �, - M , ,�,,' k� ,�, 0 �­ 1�� �, z (D 11 - �; �� ;,�.� (14 ilk �1 � �� , , . ,�i, M I I z * . � ,4,�io, j .W ,�� ", " �.� 1 ,' < ____ .1 __ �, ` , I _j - .� 11 ��. ` - "I , �:, � .1 � !I� "� 12- ` � ,I 4" - � ; ; I , . . , �� , - �_' , I � 11 I , - , , �� t, 11� z I , , , 11 1� I "L , , ,� I", !A ,�, (D I 1,,�, ,�'. - =1 , ; �!, � ',-,, "") (1) �� , ��, __ Lu 11, .� �,,� - k��,��Ui � 1­q Q ,,,��: L- I 11 , - .1 ,-� �i, ., � ,� � �, -_ Uj El", � -, 1'1� - I lk�:''_ 11 ,,;,� I I 0� ]� I I'. (D , _�� " , 0 "" -, 11 _ - Z) ,�, ,�;, , � " ,',�, - ." I I �_ 91 ,�,"�.'k,"w'--a , �,,� .5 0 (n 7- -1.1-11­ 1_­­1 Uj 6- �: 1 , "11���, , C �f) "''.- , (O � ��_,�;�:�,�� � ", I I-- E M r- M �,,. � - . � . I I � 0 .:� C-, n I- � � . , -r 0 Fz -, " I., �� " . I (1) -C LL C) , . V ,!� -, ... 1� I,,;,. � � , _;.,..: " I � , , 11�.. I" I 'Al (.) (1) E 00 1­1 , , , , � L, , " , -6 . � . . . . . I -0 01 (1) ::3 00 I ...... ..... � I LLLLLL ..... (1) 0 C r-- 10� a) U) _T 0 _�c �= 'IT <0 00 0) Lj) CD 3 I " 2E - P, I h I. I i 4;L 0 -L ?'�_ I. t , ) E �L_v , Y .- , p t - THIS DOCUMENf AND/OR THE DESIGN CONCEPTS EXPRLSSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGH1 S OF OWNERSHIP, INCLUDING COPYRIGHT OF IN] ELLEC1 UAL PROPERTY, ARE RESERVED. I HE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAI I AW C�3 LO C14 � t I co �, �. t ; I � % I � : If ;1� - I LO , I " I'� �_ I i, � .1 I , � 1 , . 11 11-1 � � 1 6 - , _j _': - e , ,", I I � I � I � I 2i Z < �, `­ "', , ',,- � , �; " , O_ W W1 - I- IL �_ Q_ U) -, � 11 I I I 1 4? 1 ,� SI 11 I �__ I , rt, C16 - Luil___� ��_ � '. , I I -; 11 0� 0�--,- -,. , , " , z-, I-_ D:,� , , - I , I I dz I , - W F-- , , 0_ _ _ , , / 1: 1 114 -, : v I r.) < ,-' �, , - " L I 1 -4 & z . I I I , � I L 6 N 0 , - � , �, I I I - C: " I I �5 I . -1 , I a Q) " , 11 , 11 �e I r I I - 0 � �11 I 1. 11, 11 �"L 2i � : , I � ,,;� � � � � � , 0,� '' _0 , -) < Z) (3 U) 0 � > < < (D - U) _j _j < - _r 0 0� of >- 0 T_ _j 0- LL - N PERMIT 01/26/2022 REV. REV. REV. NO. DESC. I DATE REVISIONS Project Number: 21-7431 Date: 01/26/2022 1-30:00 PM Issue Date, 01/26/22 Reviewed By: KR Drawn By: im Scale: As indicated Sheet Name: ELECTRICAL SPECIFICATIONS CA# 26308 I21570.00 Adlk I N G E N U I T Y Sheet No. ENGINEEMIN c- E002 141F "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1 407,398.6007 __ - I—- I- , - : -'-- ----7 ­ '17­ --:---- ­' -.1 I— --,-,,..--,. . -i I - GENERAL NOTES 1. ALL LIGHTING AND POWER BRANCH CIRCUITS SHALL BE CONNECTED TO PANEL "C" UNLESS OTHERWISE NOTED. 2. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY SWITCHING ARRANGEMENTS OR CONTROLLED BY A LISTED UL924 CONTROLLER PER N.E.C. 3. THIS PROJECT IS IN COMPLIANCE WITH 2O20 FBC-ENERGY CONSERVATION C405.5.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 4. REFER TO ARCHITECTURAL LIGHTING PLANS FOR ANY AND ALL LIGHTING FIXTURE MOUNTING DIMENSIONS. 5. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 6. FIRE ALARM DEVICES WHERE REQUIRED SHALL BE INSTALLED IN COMPLIANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 7. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. REFERENCE NOTES 01 EXTERIOR LIGHTING SHALL BE CONTROLLED BY AND ROUTED THROUGH LIGHTING CONTACTOR LC-C. SEE DETAIL ON THIS SHEET. 20 PROVIDE W.P. PHOTOCELL ON BUILDING FACING NORTH. 03 WEATHERPROOF JUNCTION BOX FOR POWER TO CARD ACCESS READER. CONTRACTOR TO VERIFY EXACT REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN. ® LIGHTING WITHIN INDICATED DAYLIGHT ZONE TO BE CONTROLLED BY DAYLIGHT SENSOR WITHIN 15' OF WINDOW. 05 LIGHTING CONTACTOR LC-C LOCATED BELOW PANEL C. EX® C-1 �W a 0 A-70 t C-1 M I O C-5 C-3 A 0 a AOa C-1 C-1 _ F Ems„ iM V�D 4, AOa AOa C-1 C-1 i i E i s t C-50 i ® i ®a t CF1 t C ! t C-11 t A a A a i A a _ _ A a C-1- C�1 - m. C-1 GAME ROOM ._..____.. C01 1 i C- 6— —_— ------- __ -- .—__..—e.--- __...._------------- 102 E 1099 SF C-5 FAAP i A a A a I j A a A a E) _ x.. H® .m..... O _ - --_ - O O t C-1 C-1C-1 C-1 qg � I I i t I � CF1 A�� t __ ---- ®a .. 1 CHB I F F WP EM� s a a C— 1_ " — _�_ _- ._a -._ _ . C-a�_ 1 _...� . C-1 C-1 C-1 t i I O B 1 0 0 2' 4' 8' 3/8" = 1'-0" FIRST FLOOR PLAN - ELECTRICAL 3/8" = 1'-0" v C Z co O — O La Z� z Q Q z c� N U) W 0 iY 0 D (D N U U) W (Ii 11 JNch � JCl) N N L � O L 00 U U) :5-o00 N O C ti Y cn �o 0 Q 0 L-0 .� v N � � 0 8 D \�` �kp V THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP. INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED. THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. Cl) (V LO 0 . /,� z w � u.t= W Z+`° �1�f1111114�t > 0 E E PERMIT 01/26/2022 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number: 21-7431 Date: 01 /26/2022 1:30:00 PM Issue Date: 01/26/2 Reviewed By: KR Drawn By: JM Scale: As indicated Sheet Name: FIRST FLOOR PLAN ELECTRICAL CA# 26308 I21570.00 idh No. Sheet 'RIF ENGINEERS, INC. "PROACTIVE ENGINEERING SOLUTIONS" E201 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 RATING. 100 AMP M.C.B. LUG LOCATION: BOTTOM AIC: 42KAIC PANEL B SERVICE: 120/208V, 30,4 WIRE MOUNTING: SURFACE TYPE: SQUARE D EXISTING CKT NO. EQUIPMENT SERVED -LD TYP KVA CKT_ BKR_ BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -LD TYP KVA CKT. BKR. BRANCH CIRCUIT POLEI TR 0 NEUT GND COND NO. POLE TR 0 NEUT GND COND 1 LIGHTING L 0A0 1 20 12 12 12 1/2" A 2 LIGHTING L 0A0 1 20 12 12 12 1/2" 3 LIGHTING L 0.40 1 20 12 12 12 1/2" B 4 LIGHTING L 0,40 1 20 12 12 12 112" 5 LIGHTING L 0,60 1 20 12 12 12 1/2" C 6 LIGHTING (CEILING FAN) L 0.30 1 20 12 12 12 1/2" 7 LIGHTING L 0.30 1 20 12 12 12 1/2" A 8 LIGHTING L 070 1 20 12 12 12 1/2" 9 LIGHTING (CEILING FAN) L 0.30 1 20 12 12 12 1/2" B 10 LIGHTING (CEILING FAN) L 0.60 1 20 12 12 12 1/2" 11 LIGHTING L 0.30 1 20 12 12 12 1/2" C 12 LIGHTING L 0.30 1 20 12 12 12 1/2" 13 LIGHTING L 030 1 20 12 12 12 1/2" A 14 LIGHTING L 0.30 1 20 12 12 12 1/2" 15 LIGHTING (CEILING FAN) L 030 1 20 12 12 12 1/2" B 16 HWRP-1 M 0.90, 1 20 12 12 12 1/2" 17 TTB RECEPT- R 0.36 1 20 12 12 12 1/2" C 18 LC-1 M 0.20 1 20 12 12 12 112" 19 TTB RECEPT. R 0.36 1 20 12 12 12 1/2" A 20 LC-2 M 0.20 1 20 12 12 1 12 1/2" 21 SITE LIGHTING L 0.60 1 20 12 12 12 1/2" B 22 EXTERIOR RECEPTACLES R 0.18 1 20 10 10 10 3/4" 23 LANDSCAPE LIGHTING L 0.50 1 20 12 12 12 1/2" C 24 -EXTERIOR RECEPTACLES R 0.54 1 20 10 10 10 3/4" 25 EF-1 M 0.20 1 20 12 12 12 1/2" A 26 GATE ACCESS M 1.00 1 1 20 10 10 10 3/4" 27 EF-2 M 0.20 1 20 12 12 12 1/2" B 28 GATE ACCESS M 1.00 1 20 10 10 10 3/4" 29 PAVILLION POWER R 0.60 1 20 12 12 12 1/2" C 30 GATE ACCESS M 1.00 1 20 10 10 10 3/4" 31 CEILING FAN L 0.30 1 20 12 12 12 1/2" A 32 GATE ACCESS M 1.00 1 20 10 10 10 3/4" 33 CEILING FAN L 1 0,60 1 20 12 12 12 1/2" B 34 CEILING FAN L 10.60 1 20 12 12 12 112"' 35 CEILING FAN L 0.30 1 20 12 12 12 1/2" C 36 CEILING FAN L 0.60 1 20 12 12 12 1/2" 37 PANEL C M 1.50 3 60 SEE RISER A 38 GATEACCESS M 1.00 1 20 10 10 10 3W 39 M 2.54 -- B 40 GATE ACCESS M 1-00 1 20 10 10 10 3/4" 41 1 ---- M 2.77 C 42 SPARE 1 20 -- -- EQUIPMENT SERVED CONN- LOAD LF DF DESIGN LOAD (KVA) REMARKS -ITEMS IN BOLD HAVE BEEN MODIIFIED. -UPDATE TYPE -WRITTEN DIRECTORY 42 CIRCUITS 79 ANIPS LIGHTING 9.4 1-25 11-75 MISC. EQUIPMENT 14.5 1.00 14.51 RECEPTACLES (1 ST I 0KVA) 2.0 1.00 2�04 REMAJNING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 1 0.0 1.00 0.00 KITCHEN 0.0 1.00 0.00 TOTAL 28.30 PANEL C RATING. . SERVICE. 60 AMP M.C.B. 120/208V, 30, 4 WIRE LUG LOCATION� BOTTOM MOUNTING� SURFACE AIC � TYPE �_SQUARE 22KAIC D CKT NO. EQUIPMENT SERVED -LD TYP KVA CKT. BKR. BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -LD TYP KVA CKT. BKR_ BRANCH CIRCUI POLE TR 0 NEUT GND COND NO. POLE TR 0 NEUT GND COND 1 LIGHTING L 0.65 1 20 12 12 12 112" A 2 EXTERIOR LIGHTING L 0.06 1 20 12 12 12 1/2" 3 RECEPTACLES R 1 �08 1 20 12 12 12 1/2" B 4 EXTERIOR RECEPTACLES R 0.18 1 20 12 12 12 1/2" RECEPTACLES R 1 1.08 1 20 12 12 12 1/2" C 6 LC-C1 M 0-01 1 20 12 12 12 1/2" -5 7 CARD ACCESS READER M 0.01 1 20 12 12 12 1 1/2" A 8 CEILING FAN M 0-60 1 20 12 12 12 1/2" 9 CARD ACCESS READER M 0.01 1 20 12 12 12 1/2" B 10 FACP M 0.01 1 20 12 12 12 1/2" 11 CEILING FAN M 0.60 1 20 12 1 12 12 1/2" C 12 SPACE I 13 SPACE A 14 SPACE 15 SPACE B 16 SPACE 17 SPARE 1 20 C 18 SPARE 1 20 19 SPARE 1 20 A 20 JSPARE 1 20 21 SPARE 1 20 B 22 ISPARE 1 20 23 SPARE 1 1 20 ::�:] 24 ISPARE 20T-- I I I EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 12 AMPS M LIGHTING 0.7 1 �25 0.89 MISC. EQUIPMENT 1.2 1.00 1.24 R ECEPTAC LES (1 ST 10 KVA) 2.3 1.00 2.34 REMAINING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 0.0 1 1.00 0.00 KITCHEN 0.0 1 1.00 0.00 TOTAL 4.47 ___124CIRCUITS PHOTOCELL "PC" MOUNTE NORTH SIDE OF BUILDING PC 120V 20AMP OVERRIDE TOGGLE C-6 SWITCH LOCATED BELOW PANEL "C" IN LOCKABLE ENCLOSURE. N TYP. BRANCH CIRCUIT NUMBER-\ I C-2 I EXTERIOR LIGHTING SPARE I T LIGHTING CONTACTOR LC-C 20AMP 2 POLE NEMA 1 ELECTRICALLY HELD. MOUNT BELOW PANEL "C" EXTERIOR LIGHTING CONTROL DIAGRAM 1LIC-109 NTS Ell r--------- i FINISHED GRADE ELECTRICAL RISER NOTES: F-1] EXISTING ELECTRICAL EQUIPMENT. n2 PANEL B LOCATED IN "M EC HAN ICAL/ELECTRICAL ROOM 111A" LOCATED IN THE MAIN ABBOT SQUARE AMENITY CENTER. WIRE AND CONDUIT SCHEDULE SYMBOL COPPER CONDUCTORS (U,O.N.) 1 PER/PHASE NEUTRAL COPPER GROUND CONDUIT #4 AWG CU #4 AWG CU #8AWG CU 1-1/2" ABBOT SQUARE AMENITY CENTER LU r----- r - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- Ell r i 1 2] r ------- 1 F1 r__ L- X_ 3 ?0209 L r_ .4 : PANEL LCP PANEL VB -Lao '100 P B M C 'A 1208 20V rj 11225 AMP :100 AMP C b M.C.B. M.C.B. 1111208/120V 11208/120V q W iiV � ji L 30, 4WH 30, 4W BONDI I C-4 -------- J L ----------------- J *A ---------- I BUILDING STEEL r---- r--- r--- CONCRETE ENCASED METALLIC ELECTRODE WATER PIPE Ell I pi., 1200 AMP I M.L.O. 1208/120V 1 30, 4W ---------------------- EXISTING/NEW ELECTRICAL RISER DIAGRAM NTS ABBOT SQUARE PAVILION PANEL Icy 60 AMP M.C.B. 08/120V 30. 4W 11111511 Mv., go (D 14, Z CD (D z z z 0 Lij LU CD cli W E N 0 co 0 C6 _j (D LL CD a) co U) cc CD ,0 -= 1 < Lo M 17 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS E PRESSED HEREIN ARE THE PROPERTY OF KFESEE ASSOCIA[ES AND ALL RIGI-11 S 01 OWNERSHIP. INCLUDING COPYRIGHT 017 INTEI I-ECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF I HIS DOCUMEN I AN)/OR I HE DESIGN CONCEPT VATHOUT THE WRITTEN CONSENT OF KEFSEE ASSOCIATES IS STRICTLY PROHIBITED AND PRO TECTED BY UNI I ED STATES AND IN1 FRNATIONAL LAW L0 C 0 z LLF D LU T) x N P, C a) U) Z/� S1 ONA L >i Uj < 0 > U) < 0 2: _j 0- L.L W N PERMIT 01/26/2022 REV� REV. REV. NO. DESC. DATE REVISIONS Project Number, 21-7%31 )M Date: 01/2612022 1:30:00 PM Issue Date* 0 1 /26/22 Reviewed By- KR Drawn By: im Scale: As indicated Sheet Name-. ELECTRICAL RISER DIAGRAM AND PANEL CA# 26308 121570.00 SCHEDULES id1h I N G E N U I T Y Sheet No. ENGINEEMIN c- E300 'Rip "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.390.6007 System No. W-J-1020 F Rating — 2 Hr T Ratings — 0 and 114 Hr (See Item 3B) L Rating At Ambient — Less Than I CFM/Sq Ft L Rating At 400 F — 4 CFM/Sq Ft SECTION A -A 1. WALL ASSEMBLY —MIN 5 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 8 IN. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. THROUGH PENETRANTS —ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF OPENING SHALL BE MIN 3/4 IN. TO MAX 3-1/2 IN. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED: A. CONDUIT —NOM 4 IN. DIAM (OR SMALLER) ELECTRICAL METALLIC TUBING OR STEEL CONDUIT. B. COPPER TUBING —NOM 4 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING. C. COPPER PIPE —NOM 4 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE. 3. FIRESTOP SYSTEM —THE HOURLY F AND T RATING FOR THE FIRESTOP SYSTEMS ARE DEPENDENT UPON THE TYPE AND SIZE OF PIPE, ANNULAR SPACE, FILL MATERIAL THICKNESS AND FILL MATERIAL TYPE AS DESCRIBED IN THE TABLE BELOW. WHEN THE ANNULAR SPACE IN THE TABLE SHOWS A RANGE OF DISTANCES, THE PENETRATING ITEM MAY BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE FIRESTOP SYSTEMS SHALL CONSIST OF THE FOLLOWING: 2 SYSTEM NO. WL2004 N.T.S. (FORMALLY SYSTEM NO.148) F RATINGS — 2 HR T RATING — 3/4, 1-1/2 AND 2 HR (SEE ITEM 3) A SECTION A —A WALL ASSEMBLY — THE 2 HR FIRE —RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS — WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN. LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN. DEEP CHANNELS SPACED MAX 24 IN. OC. B. WALLBOARD, GYPSUM* — TWO LAYERS OF NOM 5/8 IN. THICK GYPSUM WALLBOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 6-1/4 IN. NONMETALLIC PIPE OR CONDUIT — ONE NONMETALLIC PIPE OR CONDUIT CENTERED IN FIRESTOP SYSTEM. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES OR CONDUIT MAY BE USED IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS: A. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 POLYVINYL CHLORIDE (PVC) PIPE. B. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID —CORE ACRYLONITRILE BUTADIENE—STYRENE (ABS) PIPE. C. NOM 4 IN. DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER) FIRE RETARDANT POLYPROPYLENE (FRPP) PIPE. D. NOM 4 IN, DIAM (OR SMALLER) RIGID NONMETALLIC CONDUIT FORMED OF PVC. E. NOM 1 IN. DIAM (OR SMALLER) ELECTRICAL NONMETALLIC TUBING FORMED OF PVC. F. NOM 2 IN. DIAM (OR SMALLER) SDR11 (OR HEAVIER) POLYBUTYLENE (PB) PIPE. G. NOM 3 IN. DIAM (OR SMALLER) SDR13.5 (OR HEAVIER) CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE. SEE RIGID NONMETALLIC CONDUIT (DZKT) AND ELECTRICAL NONMETALLIC TUBING (FKHU) CATEGORIES IN ELECTRICAL CONSTRUCTION MATERIALS DIRECTORY FOR NAMES OF MANUFACTURERS. THE DETAILS OF THE FIRESTOP SYSTEM SHALL BE AS FOLLOWS: A. STEEL SLEEVE — NOM 8 IN. LONG CYLINDRICAL SLEEVE WITH NOM 7/8 IN. WIDE BY 1-3/4 IN. LONG ANCHOR TABS AND NOM 3/4 IN. LONG TABS TO RETAIN WRAP STRIP LAYER (ITEM B). SHEET OF PRECUT 0.016 THICK (30 GAUGE) GALV SHEET STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. AS AN ALTERNATE, CYLINDRICAL SLEEVE MAY BE FABRICATED FROM MIN 0.016 IN. THICK (NO. 30 GAUGE) GALV SHEET STEEL IN ACCORDANCE WITH INSTRUCTION SHEET SUPPLIED BY WRAP STRIP MANUFACTURER. SHEET STEEL FORMED INTO CYLINDRICAL SLEEVE WITH INSIDE DIAM OF STEEL SLEEVE AND DIAM OF THROUGH OPENING IN THE GYPSUM WALLBOARD LAYERS TO BE EQUAL TO OUTSIDE DIAM OF WRAP STRIP (ITEM B) LAYERS ON PIPE (-0, +1/8 IN.). CYLINDRICAL SLEEVE INSERTED IN ANNULAR SPACE AROUND NONMETALLIC PIPE, CENTERED IN WALL AND LOCKED IN POSITION BY BENDING THE ANCHOR TABS OUTWARD 90 DEG AGAINST THE INNER LAYER OF GYPSUM WALLBOARD WITHIN THE STUD CAVITY. AFTER INSTALLATION OF WRAP STRIP LAYERS (ITEM B), RETAINER TABS OF CYLINDRICAL SLEEVE BENT 90 DEG TOWARD PIPE ON BOTH SIDES OF WALL ASSEMBLY TO LOCK WRAP STRIP LAYERS IN POSITION. B. FILL, VOID OR CAVITY MATERIALS* — WRAP STRIP — NOM 1/4 IN. THICK INTUMESCENT ELASTOMERIC MATERIAL FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN 2 IN. WIDE STRIPS. NOM 2 IN. WIDE STRIPS TIGHTLY WRAPPED AROUND NONMETALLIC PIPE (FOIL SIDE EXPOSED) AND SLID INTO STEEL SLEEVE ON BOTH SIDES OF WALL ASSEMBLY. FOR NOM 1/2 IN, TO NOM 2 IN. DIAM NONMETALLIC PIPES, ONE LAYER OF WRAP STRIP IS REQUIRED. FOR NOM 2-1/2 IN. AND NOM 3 IN. DIAM NONMETALLIC PIPES, TWO LAYERS OF WRAP STRIP ARE REQUIRED. FOR NOM 3-1/2 IN. AND NOM 4. IN. DIAM NON METALLIC PIPES, THREE LAYERS OF WRAP STRIP ARE REQUIRED. EACH LAYER OF WRAP STRIP TO BE INSTALLED WITH BUTTED SEAM, WITH BUTTED SEAMS IN SUCCESSIVE LAYERS STAGGERED. WRAP STRIP LAYERS ON EACH SIDE OF WALL TO PROTRUDE 3/4 IN. FROM WALL SURFACE WITH THE EXPOSED EDGES ABUTTING THE RETAINER TABS OF THE STEEL SLEEVE. MINNESOTA MINING & MFG. CO. — TYPE FS-195 C. FILL, VOID OR CAVITY MATERIALS* — CAULK — GENEROUS BEAD OF CAULK APPLIED TO OUTER PERIMETER OF STEEL SLEEVE AT INTERFACE WITH WALL SURFACE AND TO PERIMETER OF NONMETALLIC PIPE AT ITS EGRESS FROM THE WRAP STRIP LAYERS APPROX 3/4 IN. FROM THE WALL SURFACE. MINNESOTA MINING & MFG. CO. — TYPES CP-25 S/L, CP-25 N/S, CP— 25 WB, CP-25 WB+ D. FILL, VOID OR CAVITY MATERIALS* — MAT WRAP — (NOT SHOWN) — FLEXIBLE SHEET MATERIAL, FACED ON ONE SIDE WITH ALUMINUM FOIL, SUPPLIED IN ROLLS. WHEN REQUIRED (SEE TABLE), MIN 6 IN. WIDE STRIP OF MAT WRAPPED TIGHTLY AROUND CIRCUMFERENCE OF PIPE (FOIL FACE EXPOSED) AT ITS EGRESS FROM WRAP STRIP ON BOTH SIDES OF WALL. MAT WRAP OVERLAPPED MIN 1/2 IN. AT SEAM AND SECURED IN PLACE WITH STEEL WIRE TIES, OR EQUIVALENT, SPACED MAX 4 IN. OC. EDGE OF MAT ABUTTING WRAP STRIP TO BE SEALED WITH A MIN 1/4 IN. DIAM BEAD OF CAULK (ITEM C). MINNESOTA MINING & MFG. CO. — TYPE E-5A *BEARING THE UL CLASSIFICATION MARKING A. PACKING MATERIAL —MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. AS AN OPTION TO THE ABOVE, BACKER ROD AND/OR FOAMED PLASTIC BACKER 3. FIRESTOP SYSTEM — INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL ASSEMBLY. MATERIAL MAY BE USED. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS THE HOURLY T RATINGS FOR THE FIRESTOP SYSTEM ARE DEPENDENT UPON THE TYPE REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. AND SIZE OF NONMETALLIC PIPE OR CONDUIT, AS TABULATED BELOW: PIPE/ NOM ANNULAR F T B. FILL, VOID OR CAVITY MATERIAL —SEALANT* —APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH CONDUIT PIPE SPACE, RATING RATING SURFACES OF WALL AS SHOWN IN THE TABLE BELOW: TYPE DIAM, IN. IN. HR HR Pipe Type Min Fill MtI Thkns In. F Rating Hr. T Rating Hr. PB 1/2 TO 2 1/4-3/8 2 2 2A 2 PVC, CPVC, ABS 2-1/2 TO 3 1/2-5/8 2 2 2B 2 0 PVC,ABS 3-1/2 TO 4 3/4-7/8 2 1-1/2 PP+ 2-1/2 TO 3 1/2-5/8 2 3/4 HIL11 CONSTRUCTION CHEMICALS, DIV OF PP+ 3-1/2 TO 4 3/4-7/8 2 3/4 HILTI INC —FS—One Sealant +MAT WRAP REQUIRED ON PIPE ON BOTH SIDES OF WALL. *Bearing the UL Classification Mark TYPICAL FIRE WALL PENETRATION DETAIL PENETRATION DETAIL NTS NTS z CN z Z (D 00j'_ I " U) LLJ J Uj ID j 2 E A 0 N M M (') T _j N CD co 0 0 0 r_ U) < 0 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIA] ES AND AtA RIGH] S OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY. ARE RESERVED THE REPRODUCTIONS. COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WTHOUT THE VVR ITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW (N Cl) L0 z _j Lij W IL U), LU A 2" zz N U.J z N a) U) _j _j < 0 a_ U_ F� me me PERMIT 01/26/2022 REV. REV. REV. NO. DESC. DATE REVISIONS Project Number, 21-7431 Date: 01/26/2022 1-30-00 PM Issue Date: 01/26/22 Reviewed By- KR Drawn By: im Scale: As indicated Sheet Name'. ELECTRICAL DETAILS CA# 26308 121570.00 Adhk I N G E N U I IT Y Sheet No. ENGINEERS, IN c- E400 14 IF "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007