Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
6598 Bar S Bar Trl (2)
U' ABBOTT SQUARE AMENITY CENTER CWNER ARCHITECT CIVIL ENGINEER LANDSCAPE ARCHITECT STRUCTURAL ENGINEER MEP ENGINEER LEN' JAR HOMES RANDALL SMITH KEESEE ASSOCIATES JOE CIMINO, P.E. INGENUITY ENGINEERS LAND PROJECT MANAGER ARCHITECT: JAMES A. GARRITANI, R.A. WRA ENGINEERING JAKE ZIMMERMAN, ASLA, PLA FDS ENGINEERING ASSOCIATES SONG SAYPRASITH, PE TAMPA DIVISION AA 26003115 4260 WEST LINEBAUGH AVE. HEARTWOOD AND BARK, PLC SCOTT SKI, P.E. PROJECT MANAGER RANDALL.SIIITH@LENNAR.COM 258 SOUTHHALL LANE - SUITE 200 TAMPA, FL 33624 200 2ND AVE., SUITE 433 COMMERCIAL ENGINEERING MANAGER 4798 NEW BROAD ST., SUITE 300 WWW.LEIJNARTAMPA.COM MAITLAND, FL 32751 OFFICE: 813-265-3130 ST. PETERSBURG, FL 33701 258 SOUTHHALL LANE, SUITE 200 ORLANDO, FL 32814 CELL 813-360-8385 TEL: 407-880-2333 EMAIL: JCIMINO@WRAENGINEERING.COM TEL: 727-343-1809 MAITLAND, OFFICE: 321-972-049-0491 OFFICE: 407-398-6007 4600 W. CYPRESS ST,, SUITE 200 EMAIL: DUSTIN.SMITH@GOKEESEE.COM WWW.WRAENGINEERING.COM CELL: 407-416-5155 TAMPA, FL 33607 - . I Ke2S� aaoaFe: ?R(' F( URF I N$;GN o,nNNING F S MI Ingenuity - ENGINEERING ABB OCIATEB C11Tr 1 r1n A TIr1A 1 ed Designs, ,, Dr El VICINITY MAP SCALE: NONE PLUMBING REV Ot REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 P0.1 PLUMBING LEGENDS, NOTES & ABBREVIATIONS P2.0 FLOOR PLAN PLUMBING GRAVITY P2.1 FLOOR PLAN PLUMBING PRESSURE P3.0 PLUMBING RISER DIAGRAMS P4.0 PLUMBING DETAILS ELECTRICAL REV 01 REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 ED.1 ELECTRICAL LEGENDS, NOTES, & ABBREVIATIONS E0.2 ELECTRICAL SPECIFICATIONS E0.3 ELECTRICAL SITE PLAN E2.0 FLOOR PLAN ELECTRICAL E2.1 FLOOR PLAN POWER E3.0 LIGHTING CONTROL PANEL DIAGRAM E4.0 ELECTRICAL RISER DIAGRAM & PANEL SCHEDULES E5.0 ELECTRICAL RISER DIAGRAM & PANEL SCHEDULES MECHANICAL REV 01 REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 M0.1 MECHANICAL LEGENDS, NOTES, & ABBREVIATIONS M0.2 MECHANICAL SPECIFICATIONS M2.0 FLOOR PLAN MECHANICAL M3.0 MECHANICAL DETAILS M4.0 MECHANICAL SCHEDULES ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHiL.LS ORDINANCES REVIEW DATEEE®,.22 CITY OF ZEPH 3—u CLAN EXAMINER / x�I ALL WORK SHn` - -- NFFA CODES AND STANDARDS REVIEW DATE+RILL CITY OF ZEPHSFIRE AND LIFEY EXAMINER- OCCUPANCY CLASSIFICATION GROUP A -ASSEMBLY OCCUPANCY A-3 CONSTRUCTION TYPE NEW CONSTRUCTION TYPE VB NON -SPRINKLED NON -PROTECTED JURISDICTION CITY OF ZEPHYRHILLS - PLAN SUBMITTAL 2 SETS SIGNED/SEALED i AREA TABULATIONS INTERIOR (CONDITIONED) FIRST FLOOR (CONDITIONED) 4,081 SF TOTAL CONDITIONED SPACE 4,081 SF EXTERIOR (COVERED) MAIN ENTRY 372 SF REAR LANAI (POOLSIDE) 700 SF WRAP -AROUND PORCH 809 SF TOTAL EXTERIOR COVERED 1,881 SF TOTAL BLDG SQ FT 5,962 SF NOTES: DRAWING INDEX SHEET NUMBER SHEET NAMES REVISION HISTORY GENERAL & LIFE SAFETY REV 01 REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 GENERAL A001 DRAWING INDEX & BUILDING DATA 6.22.21 8.30.21 A002 ABBREVIATIONS, LEGENDS & NOTES A003 ARCHITECTURAL SITE PLAN LIFE SAFETY A100 LIFE SAFETY SCHEDULES Al 01 LIFE SAFETY PLAN 8.30.21 STRUCTURAL REV Ot REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 SO NOTES & SCHEDULES S1 FOUNDATION PLAN S2 LOW ROOF PLAN S3 HIGH ROOF FRAMING PLAN L1 LINTEL PLAN L2 LINTEL CHART & NOTES SN NOTES & SCHEDULES ARCHITECTURAL REV 01 REV 02 REV 03 REV 04 REV 05 REV 06 REV 07 REV 08 A300 FLOOR PLAN - NOTES 6.22.21 8,30.21 A301 FLOOR PLAN - DIMENSIONS 8.30.21 A400 ROOM SCHEDULE 6,22.21 A401 ENLARGED PLAN & INTERIOR ELEVATIONS 6.22.21 A500 REFLECTED CEILING PLAN 8.30.21 A600 ROOF PLAN A700 BUILDING ELEVATIONS A701 BUILDING ELEVATIONS 8.30.21 A800 BUILDING SECTIONS A900 WALL SECTIONS A1000 DOOR SCHEDULE & DETAILS A1001 WINDOW SCHEDULE A1002 WINDOW DETAILS A1100 PARTITION TYPES A1101 DETAILS z Ec: Q)C 4--dw Mo U — o N O W .a., /� Lv W v , 04 TZ C) 04� \J U a) M L.I.J Cc J M f0 cM 1— O fp O N e.? — U t O = Qj L 00 ...:..�. j 00 U O C LY �°o 00 @ `r Q m N o 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. GA a co co Zv +' o * �a j ui w �jh ¢ z LuW 5 U ay 336`� ALY UJ W < Z% 0 PIVA 0 z / m LL] m � Q Q ¢ E m z 2 a` SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVIEWED BY: ST VI Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 Name DRAWING INDEX& BUILDING DATA Sheet No. A001 ABBREVIATIONS LEGEND OF SYMBOLS PROJECT REQUIREMENTS & COMPLIANCE PROJECT NOTES & AND HM. HOLLOW METAL L ANGLE HORZ. HORIZONTAL (LY) rx AT HB. HOSE BIBB `r CENTERLINE HR. HOUR C CHANNEL INCL. INCLUDING 0 DIAMETER OR ROUND INSUL. INSULATE (D) (ING) (TION) I PERPENDICULAR OR STRUCTURAL TEE INT. INTERIOR # NUMBER OR POUND JB JUNCTION BOX (ES) ABV. ABOVE JC JANITORS CLOSET ACOUS./ACT ACOUSTICAL TILE JCT. JUNCTION ADJ. ADJUSTABLE JT. JOINT A/C AIR CONDITIONING L. LENGTH A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATE(D ) ALT. ALTERNATE LAV. LAVATORY AL. ALUMINUM LG. LAMINATED GLASS ALUM. ALUMINUM LDG. LEADED GLASS A.S.T.M. AMERICAN SOCIETY TESTING MATERIALS LL. LIVE LOAD A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LT.WT. LIGHT WEIGHT A.I.A. AMERICAN INSTITUTE OF ARCHITECTS MANUF. MANUFACTURE (ER) AB. ANCHOR BOLT MARB. MARBLE ANOD. ANODIZED MAS. MASONRY ARCH. ARCHITECT(URAL) M.O. MASONRY OPENING A.R. AS REQUIRED MAX. MAXIMUM AUTO. AUTOMATIC MG. MIRROR GLASS A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE MIN. MINIMUM AWWM. ALIGN WITH WINDOW MULLION MR. MOISTURE RESISTANT BKSPL. BACK SPLASH MTD. MOUNTED BSMT. BASEMENT MTL. METAL BRG. BEARING MECH. MECHANIC (AL) BM. BEAM MAT. MATERIAL BTWN. BETWEEN MISC. MISCELLANEOUS BIT. BITUMINOUS NFPA NATIONAL FIRE PROTECTION AGENCY BLK. BLOCK N. NORTH BLKG. BLOCKING NTS NOT TO SCALE BD. BOARD NEC NATIONAL ELECTRIC CODE BOT. BOTTOM NR NON FIRE RATED BRK. BRICK NSF NATIONAL SANITATION FOUNDATION BLDG. BUILDING OSHA OCCUPATIONAL SAFETY AND HEALTH ADMIN. BU. BUILT-UP OC. ON CENTER CO. CLEAN OUT OPG. OPENING CPT. CARPET (ED) OPT OPTION C.B. CATCH BASIN OA. OVERALL CTR. CENTER OD. OUTSIDE DIAMETER CLG. CEILING O.F.O.I. OWNER FURNISHED OWNER INSTALLED C.F.C.I. CONTRACTOR FURNISHED CONTRACTOR INSTALLED O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED CEM. CEMENT O.H. OPPOSITE HAND C.T. CERAMIC TILE OWG. ONE WAY GLASS CHAM. CHAMFER PNT PAINT CHN LNK CHAIN LINK PTD. PAPER TOWEL DISPENSER C.I. CAST IRON PL PROPERTY LINE C.I.P. CAST IN PLACE PLAM PLASTIC LAMINATE SYMBOL DESCRIPTION 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE APPLICABLE: A. GOVERNING MUNICIPAL REGULATORY AGENCIES B. LOCAL STATE AND FEDERAL CODES APPLICABLE CODES . STANDARD FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. STANDARD FLORIDA PLUMBING CODE FLORIDA BUILDING CODE 2020 7th ED. STANDARD FLORIDA MECHANICAL CODE FLORIDA BUILDING CODE 2020 7th ED. STANDARD FLORIDA FUEL GAS CODE FLORIDA BUILDING CODE 2020 7th ED. NFPA 70 NATIONAL ELECTRIC CODE 2017 NEC FLORIDA FIRE PREVENTION CODE 2020 7th ED. & CURRENT ADOPTED CODES and STANDARDS BY THE STATE OF FLORIDA NFPA 1 AND NFPA 101 FLORIDA EDITION 2018 EDITION FLORIDA ACCESSIBILITY CODE FLORIDA BUILDING CODE 2020 7th ED. EXISTING FLORIDA BUILDING CODE FLORIDA BUILDING CODE 2020 7th ED. 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT COPY OF THE SOILS INVESTIGATION REPORT IF NECESSARY. 4.ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION. 5IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND . INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK AND THE OCCUPANCY OF THE WORK. 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE CORRECTIVE ACTION AS REQUIRED. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/DESIGNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR TO PROCEEDING WITH SAID WORK. 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECT/DESIGNER TO CONFIRM ALL DISCREPANCIES. 9. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. 10. CONFIRM ALL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION 11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE ARCHITECT/DESIGNER'S WORK. 1. THE SPECIFICATION, IDEAS, DESIGNS, AND ARRANGEMENTS REPRESENTED HEREIN ARE AND SHALL REMAIN THE PROPERTY OF THE DESIGNER AND NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE SPECIFIED PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT WRITTEN CONSENT. VISUAL CONTACT WITH THESE PLANS OR SPECIFICATIONS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE OWNER PRIOR TO BEGINNING WORK. CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 3. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE INTENDED TO CONVEY THE GENERAL INTENT OF THE WORK IN SCOPE AND LAYOUT. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT IS UNDERSTOOD THAT SUCH DETAILS ARE PART OF THIS WORK. 4. NO WORK IS TO BE INSTALLED PRIOR TO THE SUBMISSION AND APPROVAL OF APPROPRIATE AND REQUIRED SHOP DRAWINGS, SAMPLES, ETC. AS DESCRIBED IN THE CONTRACT DOCUMENTS. 5. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND FINISHED PRODUCT. ANY ITEMS NOT SPECIFIED, OR IDENTIFIED, BUT REQUIRED TO COMPLETE AN ASSEMBLY SYSTEM ETC. SHALL BE CONSIDERED PART OF THIS CONTRACT. ' ' 6. THE CONTRACTORS SHALL COORDINATE AND ASSURE THEMSELVES THAT ALL ITEMS OF WORK WILL FIT AND FUNCTION IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS AND THAT INDIVIDUAL PIECES OF THE SAME AND DIFFERENT SYSTEMS WILL PROPERLY FUNCTION IN CONFORMANCE WITH THE MANUFACTURER AND INDUSTRY STANDARD REQUIREMENTS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE, INSIDE OR OUTSIDE THE LIMIT OF WORK DUE TO OPERATIONS. THE CONTRACTOR SHALL RESTORE ALL DAMAGED AREAS OR ITEMS TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY PROTECTION AS REQUIRED TO PROPERLY SECURE THE BUILDING FROM INTRUDERS ANIMALS AND THE ELEMENTS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY EXISTING MATERIAL OR SYSTEM INTEGRATED WITH SCOPE OF WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS AND OBJECTIVES OF THIS PROJECT. ALL CLEARANCES AND CONFLICTS OF ANY AND ALL CONSTRUCTION; FRAMING/ MECHANICAL/ PLUMBING/ ELECTRICAL/ ETC REQUIRED SHALL BE ADJUSTED FOR PROPER FIT, ACCESSIBILITY AND FUNCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL TRADES NOT IDENTIFIED, INDICATED OR DESCRIBED IN THE DRAWINGS. INDIVIDUAL CONTRACTORS SHALL BE RESPONSIBLE FOR THE CONFORMANCE OF THEIR DESIGN AND EXECUTION TO ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES AND ORDINANCES, ZONING BYLAWS AND GOVERNING AGENCIES AS WELL AS OSHA, NFPA AND THE HEALTH ACTS. THE CONTRACTOR SHALL COORDINATE ALL N.I.C., OWNER SUPPLIED, AND FURNISHED ITEMS AS REQUIRED. 10. THE CONTRACTOR SHALL WORK IN A CLEAN, ORGANIZED, AND PROFESSIONAL MANNER AND SHALL BE RESPONSIBLE FOR MAINTAINING THE SAFETY AND SECURITY OF THE SITE DURING CONSTRUCTION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF TRASH FROM co z z Q a - z r� (D Q) w Q)m 0 U - 0 Lu 0 v1 � v W �- E " _ �� c Y Q a T4io NORTH ARROW 0 N Y co r- M J -0 M o N a co 0�r W N o ROOM NAME ROOM NAME & NUMBER - SEE FINISH SCHEDULE 0000 SQ FT 302 5�) DOOR NUMBER -SEE DOOR SCHEDULE 100A WINDOW NUMBER - SEE WINDOW SCHEDULE A " �.B_° ° B D® 1 COLUMN GRID REFERENCE THIS DOCUMENT AND/ORTHE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL ALL RIGHTS OF OWNERSHIP, INCLUDING 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. P-1 PARTITION TYPE CONC. FLOOR FINISH TAG p�r_FLo i J Q' ,¢ (a,* CO (' •, `� -- * o •�' 3 3 � Q •�+��' w Q •'�� a Z �� �G w v �, R EL. 30'-3" ELEVATION MARK TOP OF BEAM 2 5 1 3 300 4 INTERIOR ELEVATION MARK O PLAN NOTE NUMBER # LOUVER MARK # REVISION MARK CIR. CIRCLE PLYWD PLYWOOD CIR UM CLEARANCE FERENCE PNL PANEL POUND PER CUBIC FOOT COL. COLUMN P/LF POUNDS PER LINEAR FOOT CONC. CONCRETE P/SF POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH CONST. CONSTRUCTION PT. POINT CONTR. CONTRACTOR P.T. PRESSURE TREATED CONT. CONTINUOUS OR CONTINUE R FIRE RATED CJT CONTROL JOINT RAD. RADIUS CTPG CLEAR TEMPERED PLATE GLASS RE: REFERENCE OR SEE CTR COUNTER REF. REFERENCE CW COLD WATER REFRIG. REFRIGERATOR DCD CASE DRAIN REINF. REINFORCING D.F. DRINKING WATER FOUNTAIN REQ'D. REQUIRED DTL DETAIL REV. REVISION (S) (REVISED) DIA DIAMETER RO ROUGH OPENING DIM DIMENSION R/W RIGHT OF WAY DS DOWN SPOUT SCH. SCHEDULE DWG DRAWING SHT. SHEET DL. DOWN LEADER SH/R SHELF / ROD DN DOWN SHWR SHOWER DW DISHWASHER Sc. SOLID CORE EA. EAST S. SOUTH E EACH E.H.D. ELECTRIC HAND DRYER SPEC. SPECIFICATION (S) ELEC ELECTRIC S.S. STAINLESS STEEL EL ELEVATION S/S SANITARY SEWER ELEV ELEVATION SPG SPANDRELITE PANEL GLASS EQ. EQUAL STD STANDARD E.W. EACH WAY STL. STEEL E.W.C. ELECTRIC WATER COOLER STOR STORAGE E.W.H. ELECTRIC WATER HEATER STRUCT STRUCTURE (AL) EXH. EXHAUST SUSP. SUSPENDED EJJT/E.J. EXPANSION JOINT T & B TOP AND BOTTOM EXP. EXPOSED T.M. TO MATCH EXIST.EXTG. EXISTING T.M.E. TO MATCH EXISTING EXT. EXTERIOR T.O.C. TOP OF CONCRETE FA FIRE ALARM TOH. TOTAL DYNAMIC HEAD FE. FIRE EXTINGUISHER T.O.M. TOP OF MASONRY F. CLG/ T.O.R.F. TOP OF ROOF PERIMETER FIN. CEIL. FINISH CEILING T.O.R.D. TOP OF ROOF DECK F.F./FIN. FL. FINISH FLOOR T.O.W. TOP OF WALL FIN. FINISH (ED) TTPG TINTED TEMPERED PLATE GLASS FLASH. FLASHING T. OF F. TOP OF FOUNDATION FLR. FLOOR (ING) TEL. TELEPHONE FLUOR FLUORESCENT TV. TELEVISION TONGUE AND GROOVE FOC. FACE OF CONCRETE T & . TYPICAL FOF. FACE OF FINISH TYP FOFM FACE OF FINISHED MASONRY U.N.O. UNLESS NOTED OTHERWISE FOS FACE OF STUDS V.B. VAPOR BARRIER F.O.SH. FACE OF SHEATHING VERT. VERTICAL F.O.S.M. FACE OF STRUCTURAL MASONRY VCT. VINYL COMPOSITION TILE FTG. FOOTING VP VENEER PLASTER FT. FOOT VTR. VENT THRU ROOF GALV. GALVANIZED W/ WITH G.I. GALVANIZED IRON W. WIDTH OR WEST GD. GRADE (GRADING) WC. WATER CLOSET GEN. GENERAL W.H. WATER HEATER GYP./GWB GYPSUM WALL BOARD WNDW WINDOW H OR HT. HEIGHT WO WITHOUT HDW. HARDWARE WD WOOD HDR. HEADER WG WIRE GLASS HVAC. HEATINGNENTILATING/AC WT. WEIGHT HGT. HEIGHT WP. WATER PROOFING H.C. HANDICAPPED ACCESSIBLE WWF. WELDED WIRE FABRIC THE SITE, ON A WEEKLY BASIS, AT A MINIMUM, AND MAINTAIN A SAFE AND ORDERLY CONDITION. 12. MATERIALS SPECIFIED ARE FOR CONFIGURATION, QUALITY, AND PERFORMANCE. DEMONSTRATED EQUALS WILL BE AMENABLE AND ACCEPTABLE WITH OWNER'S WRITTEN APPROVAL (UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS). 13. COORDINATE ALL DIMENSIONS OR EQUIPMENT AND BUILT IN ITEMS WITH FINAL PLACEMENT LOCATIONS AS -BUILT CONDITIONS. 14. ALL MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RELATED TRADE PRACTICES OR STANDARDS. THE PREPARATIONS AND MODIFICATIONS OF UNDERLYING CONDITIONS SHALL BE COMPLETE AND READY FOR THE NEXT TRADE OR PRODUCT. ALL WORK SHALL BE IN CONFORMANCE WITH GOOD TRADE PRACTICE AND PERFORMED BY SKILLED WORKERS, TRAINED IN THE INSTALLATION OF THE PRODUCT BEING INSTALLED. WORK NOT CONFORMING TO THESE REQUIREMENTS SHALL BE CAUSE FOR REJECTION. SATISFACTORY REMEDIES MAY INVOLVE COMPLETE REMOVAL AND REPLACEMENT OF DEFECTIVE WORK OR MATERIAL AT THE CONTRACTORS EXPENSE. 15. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS AND DIAGRAMS FOR PLUMBING, MECHANICAL AND ELECTRICAL PERMITS AND TO INSTALL REQUIRED COMPONENTS TO MEET ALL APPLICABLE CODES. 16. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DRAWINGS, CALCULATIONS, DIAGRAMS AND CERTIFICATION FOR CONTRACTOR SUPPLIED SYSTEMS FOR REQUIRED PERMITTING AND AS REQUIRED TO MEET ALL APPLICABLE CODES. 17. IN THE EVENT OF A CONFLICT WITH ITEMS OR SYSTEMS SPECIFIED OR DETAILED IN MORE THAN ONE LOCATION, THE CONTRACTOR SHALL PROVIDE THE MORE EXPENSIVE OR HIGHER QUALITY ITEM AT NO COST TO THE OWNER. 18. THE CONTRACTOR IS ADVISED THAT THE OWNER AND OTHER CONTRACTORS MAY BE PERFORMING WORK DURING THE PERFORMANCE OF HIS WORK. COMPLETE COOPERATION AND COORDINATION IS REQUIRED. 19. ANY CONTRACTOR, SUBCONTRACTOR, INDIVIDUAL, COMPANY, OR THEIR DESIGNEES PERFORMING WORK OR SERVICES FOR THIS PROJECT, BE IT FOR MATERIALS, LABOR OR BOTH SHALL BE RESPONSIBLE FOR THE DETAILED EXAMINATION OF EXISTING CONDITIONS AT THE SITE, AS INDICATED IN DRAWINGS, OR IN OTHER INFORMATION AVAILABLE FROM A PUBLIC AGENCY OR UTILITY COMPANY. NO CONSIDERATION SHALL BE GIVEN FOR CLAIMS MADE AS A RESULT OF FAILURE TO UNDERSTAND, IDENTIFY OR ESTABLISH EXISTING CONDITIONS. ANY DAMAGE TO EXISTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND REPAIRED AT HIS OWN EXPENSE. 20. THE CONTRACTOR SHALL SUPPLY ALL ITEMS IDENTIFIED TO BE PROVIDED IN THE SPECIFICATIONS OR THE DRAWING INDEPENDENT OF BEING INDICATED WITHIN THE OTHER. 21. CONTRACTOR TO PROVIDE'UTILIGUARD SYSTEM' ENERGY MANAGEMENT SYSTEMS OR APPROVED EQUAL ON ALL ELECTRICAL POWER PANELS FOR ENERGY/GREEN SYSTEMS. NOTE: CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBC (CURRENT VERSION) FOR COMPLETE INFORMATION. W W I--� Q z I..� O fn uj a a M 2 a TERMITE PROTECTION NOTES PER FLORIDA BUILDING CODE 2020 7TH EDITION 1 1,A300 cl DETAIL MARK SOIL CHEMICAL BARRIER METHOD 1. "A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR WATER HEATER OR ELECTRICAL PANEL." 2. "CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 1'-0" AWAY FROM BUILDING SIDE WALLS." 3. "IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL SPRAY AWAY FROM BUILDING, USE SOAKER ON PLANTS LOCATED BY BUILDING." 4. "TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES." EXCEPTION: PAINT OR DECORATIVE CEMENTITIOUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. 5. "INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE. 6. "SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED." 7. "BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT." �� g MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIN FALL DILUTION. IF RAIN FALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREAT AS REQUIRED." 9. "CONCRETE OVERPOUR AND MORTAR ALONG FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT." TREATMENT MUST BE APPLIED UNDER ALL INTERIOR CONCRETE OR GRADE 10. "SOIL TR WITHIN TR-101" OF THE STRUCTURE SIDEWALLS." �� 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE CHEMICAL BARRIER IS APPLIED, SHALL BE RETREATED." 12. "ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT." 13. "A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS OF THE FLORIDA BUILDING DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES." M 14. "AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW WITHIN 1' 0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL." 15. "NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING." INSULATION d d d o 0 d d d CONCRETE STUCCO, PLASTER OR G.W.B. BRICK / BLOCK ELEV. I Mi I � � �-� � �� � �� � �1 1 -���� � � NrF4 GRADE / EARTH 1 1 BUILDING SECTION MARK 30 300 SHEET INFORMATION 1 WALL SECTION MARK DATE: 0813012021 DRAWN BY: DRS/MAB PROJECT No: 20-6001 300 REVIEWED BY: ST � Plan Revisions Date: 1 DETAIL MARK GENERAL NOTES 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 300 3 1. THE CONTRACTOR SHALL VISIT THE BID AND THOROUGHLY FAMILIARIZE CONSTRUCTION AREA AND WORK THIS CONTRACT. OBTAIN DIMENSIONS ARE IN QUESTION, THE CONTRACTOR FROM THE ARCHITECT PRIOR TO AREA IN QUESTION. DO NOT SCALE 2. ALL DIMENSION ARE TAKEN FROM NOTED OTHERWISE. 3. ALL CONDUIT, PIPING, AND DUCTWORK ASSEMBLY; FLOOR, CEILING OR WALL RATED ASSEMBLY FOR THE SPECIFIC 4. ALL MECHANICAL AND ELECTRICAL SITE PER ARCHITECTURAL OR CIVIL 5. ALL LUMBER IN CONTACT WITH THE INDICATED OR REQUIRED SHALL 6. REFER TO STRUCTURAL DRAWINGS 7. AT ALL PERIMETER STOREFRONT END FLAT POCKET FILLER. 8. AT ALL PERIMETER STOREFRONT SHIM. STOREFRONT TO BE CLEANED SITE PRIOR TO PREPARATION HIMSELF WITH CONDITIONS OF REQUIRED TO PERFORM THE WORK BY CALCULATION, . IF DIMENSIONS SHALL REQUEST CLARIFICATION CONTINUING CONSTRUCTION OF THE THE DRAWINGS. FACE OF MASONRY OR STUD UNLESS PENETRATING ANY RATED SHALL HAVE AN APPROVED FIRE APPLICATION. EQUIPMENT SHALL BE LOCATED DRAWINGS. SOIL, CONCRETE, MASONRY, OR BE PRESSURE PRESERVATIVE TREATED. FOR STUD SIZING AND SPACING. WINDOW FRAMING PROVIDE CLOSED FRAME ASSEMBLIES PROVIDE MIN. OF ALL FOREIGN DEBRIS, I.E. OF HIS STUCCO, PRIOR TO SEALANT APPLICATION. 16. PROVIDE DUROCK TILE BACKER THE FOR TILE FINISH 9. HIGH PERFORMANCE STOREFRONT WINDOW SILL TO BE EXTRUDED OF ALUMINUM WITH CLOSED END PAN. 17. PROVIDE VINYL BASE @ALL WALLS 10. SEE FLOOR PLANS AND REFLECTED CEILING PLANS FOR SPECIFIC SPECIFIED/NOTED. ELEVATIONS AND DETAILS. 18. PROVIDE CASING BEADS @ ALL 11. INSTALL THRESHOLDS AT ALL EXTERIOR DOORS, AT FIRE RATED DOORS, DIFFERENT MATERIAL. PROVIDE AND DOORS BETWEEN AIR CONDITIONED &NON AIR CONDITIONED BOND BREAK. TYPICAL UNLESS SPACES AND WHERE MATERIALS CHANGE ON EITHER SIDE. 19. PROVIDE CORNER BEADS @ALL 12. ALL SOFFIT SYSTEMS, ROOF SYSTEMS AND WINDOW SYSTEMS TO MEET 20. NOT USED. ALL UPLIFT AND SHAPE CRITERIA AS REQUIRED BY CODES. 21. PROVIDE CONTROL JOINTS BETWEEN 13. SPECIFICATIONS AND REQUIREMENTS INDICATED ON STRUCTURAL, I.E. METAL FRAMING AND C.I.P. MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS ARE CONSIDERED 22. ALL FINISHES SHALL BE PROTECTED ON MINIMUM ACCEPTABLE CRITERIA AND MAY BE SUPERCEDED BY MORE THE CONTRACTOR SHALL BE RESPONSIBLE STRINGENT CRITERIA REQUIRED AS PART OF ARCHITECTURAL PRODUCE A UNIFORM FINISH. AS DOCUMENTS. CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR ANY 23. PROVIDE STEEL TROWEL FINISH POSSIBLE CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCING THE AND UPPER ROOF AND COLUMN SPECIFIC WORK. 14. CONTRACTOR TO COORDINATE AND VERIFY ALL EXTERIOR WALL 24. EXTERIOR PAINT - 2 COLOR LOCATIONS ARCHITECT/OWNER. CONTROL AND EXPANSION JOINTS PRIOR TO THE COMMENCEMENT OF 25. ARCHITECT SHALL BE INDEMNIFIED, 1" SPECIFIC WORK. LOSS, OR DAMAGE DUE TO ANY 15. ALL GLASS TO BE TEMPERED PER CODE ADJACENT TO DOORS, ETC. BOARD @ ALL LOCATIONS SCHEDULED 26. CONTROL OF CONSTRUCTION SITE: KEESEE ASSOCIATES (KA) AND/OR ENGINEER OF RECORD (EOR) HAVE NO CONTROL OVER THE UNLESS OTHERWISE CONSTRUCTION SITE, INCLUDING VENTILATION OF THE BUILDING AND THEREBY ASSUME NO RESPONSIBILITY FOR THE INDOOR AIR QUALITY, OR STUCCO AND DRYWALL TRANSITIONS TO THE EFFECTS THEREOF, FOR ANY REASON. KA AND/OR FOR HAS NO DUTY SEALANT JOINT W/ BACKER ROD OR OR OBLIGATION UNDER THIS AGREEMENT OR OTHERWISE TO PROTECT NOTED OTHERWISE. THE RESIDENCE, EXISTING BUILDINGS AND ANY ADJOINING SPACES OR SITES, CONSTRUCTION SITE, MATERIALS, EQUIPMENT, OR ANY OTHER STUCCO &DRYWALL RETURNS. THING, FROM MOISTURE, MOLD, FUNGUS, FIRE, THEFT, VANDALISM, TRESPASS, OR ANY OTHER PERIL OR CONDITION, AT ANY TIME, DIFFERENT CONSTRUCTION TYPES. EXPRESSLY INCLUDING, BUT NOT LIMITED TO, THE PERIOD OF TIME OR C.M.U. CONSTRUCTION. DURING THE CONSTRUCTION OF THE PROJECT, OR AFTER CONSTRUCTION WHERE INDICATED AS FINAL FINISH. AND KA AND/OR FOR HAS NO DUTY TO TAKE ANY ACTION OR PREVENTIVE FOR ALL REPAIRS TO MEASURES TO PROTECT SUCH PROPERTY AGAINST ANY SUCH PERIL AT ANY TIME FOR ANY REASON. AT ALL BEAM DETAILS, WINDOW SILLS 27. COASTAL FLASHINGS: ALL FLASHING MATERIAL FOR COASTAL LOCATIONS CAPS UNLESS NOTED OTHERWISE. (EX: WITHIN 3,000 FEET OF THE OCEAN) SHALL BE CORROSION RESISTANT MATERIAL (EX: ZINC AND/OR STAINLESS STEEL) AND SHALL BE SELECTED - TO BE DETERMINED BY FOR COMPATIBILITY WITH ADJACENT WOOD PRESERVATIVES PER THE HELD HARMLESS FOR ANY HURT, MANUFACTURER'S RECOMMENDATIONS. AND ALL OWNER FINISH SELECTIONS. 4 5 6 7 $ Sheet Name LEGENDS & NOTES Sheet No. A002 11 1 1 ' I__I' rp'll 91' 1111WI II' 111 - "I 1 _ p ARCHITECTURAL SITE PLAN 1 1 " = 200' 0 Ln E�j�SNOVYIS o r14 fV 00 N Ln o tD c O U � rm L y�i N 0 N � N > '� Lnro � O - ul c1 M Ln Omay. a L a (p C o � = X > N O O O i1 -w M .a cr? u 1-- 00 ro fV O *' v O O J O Ln r1 Ln ro rjLA I- a_ �t �t Li L a O O O O J W Q �z O QOf LU �� 0 (/)W LIJ LL � U LL OU 0 - � C) _ O z N �� z� U) V z I ^I/ V /n Qa � I✓, 01) T 11J � n 0 o N 0 LL Pit ~ N (D w E c� _ 8 (0 O N t � O CO Qj L c0 U � 0 c � cYCO 00 -q Q a �v o A s ®m� 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. u SF.' • _':. Lu � n�o w Q� z a LL1 � U O Z m w mg Q Q SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVIEWED BY: ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 Sheet Name ARCH. SITE PLAN Sheet No. A003 RAISED BORDER 5/8" MIN - ZMAX HIGH RAISED CHARACTERS EXIT .. Z` GRADE 2 BRAILLE (TYP.) SIGNS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 101, SECT 7.10.1.3 AND ICC/ANSI A117.1, SECT 703.3 -703.4 NOTE: 1. ALL COPY AND GRAPHICS SHALL BE RAISED 1/32" 2. LETTERFORM SHALL BE SANS SERIF EXIT DOOR IDENTIFICATION DETAIL SCALE: NTS 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 MARSHAL) FINISH FLOOR FIRE EXTINGUISHER DETAIL SCALE: NTS ROOM OCCUPANCY SCHEDULE ROOM NUMBER ROOM NAME OCCUPANCY CLASSIFICATION GROSS ROOM AREA OCCUPANT LOAD FACTOR OCCUPANCY LOAD CALCULATED OCCUPANCY LOAD PROVIDED REQUIRED EGRESS WIDTH FIRST FLOOR PLAN 100 ENTRY CIRCULATION 372 SF --- --- --- --- 101 WRAP -AROUND PORCH CIRCULATION 809 SF --- --- --- --- 102 LANAI CIRCULATION 700 SF --- --- --- --- 102A CLOSET NO OCCUPANCY 28 SF --- --- --- --- 103 FOYER CIRCULATION 380 SF --- --- --- --- 104 GREAT ROONI ASSEMBLY 1,073 SF 15 SF 72 PPL 72 PPL 15" 105 MECH. / ELEC. STORAGE 67 SF 300 SF 1 PPL 1 PPL .2" 106 SNACK AREA WARMING KITCHEN 163 SF 100 SF 2 PPL 2 PPL .4" 107 STORAGE STORAGE 73 SF 100 SF 1 PPL 1 PPL .2" 108 HALLWAY CIRCULATION 89 SF --- --- --- --- 108A JANITOR CL. NO OCCUPANCY 15 SF --- --- --- --- 108B HALLWAY CIRCULATION 93 SF --- --- --- --- 109 RECEPTION BUSINESS 50 SF 100 SF 1 PPL 1 PPL .2" 109A CLOSET NO OCCUPANCY 15 SF --- --- --- 110 OFFICE BUSINESS 109 SF 100 SF 1 PPL 1 PPL .2" 111 FITNESS ROOM EXERCISE W/ EQUIP. 596 SF 50 SF 12 PPL 12 PPL 2.4" 111A MECH. / ELEC. NO OCCUPANCY 35 SF --- --- --- --- 112 MEN'S RR NO OCCUPANCY 402 SF --- --- --- --- 112A VESTIBULE CIRCULATION 29 SF --- --- --- 112B VESTIBULE CIRCULATION 33 SF --- --- --- --- 113 WOMEN'S RR NO OCCUPANCY 400 SF --- --- --- --- 113A VESTIBULE CIRCULATION 25 SF --- --- --- --- 113B VESTIBULE CIRCULATION 33 SF --- --- --- --- TOTALS: 90 PEOPLE 90 PEOPLE 18" TOTAL EGRESS PROVIDED: 72" NOTES: NOTES: 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. PLUMBING FIXTURE REQUIREMENTS DRINKING MOP REQUIRED FIXTURES WATER CLOSETS LAVATORIES SHOWERS URINAL MEN WOMEN FOUNTAINS SINK OCCUPANTS CALCULATION BASIS: 90 OCCUPANTS MEN WOMEN MEN WOMEN (45 MEN, 45 WOMEN ASSUMED DESIGN BASIS) FIXTURE RATIO REQUIRED 1 PER 40 1 PER 40 1 PER 75 1 PER 75 0 0 1 PER 500 1 REQUIRED FIXTURES REQUIRED 1 1 1 1 0 0 1 1 FIXTURES PROVIDED 4 6 3 3 1 1 1 1 POOL SF = 5,833 SF 2 6 2 2 2 POOL FIXTURES REQUIRED POOL FIXTURES PROVIDED 4 6 4 4 2 NOTES: z0 O z N o0 z* Q EZ u, z1c: Lr) U Q i--d W M Q 0 o V N O L-U a) � c � V) � � U �M W M J -0 M 00 - N M 0 aj ® O L_ co N cc) O C C ° aa) y o 00 .Fu Q m N :E O o.l ICI fi 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. a w GO co 34 3 , z�' ?w Vat Q J wO� �w Q� Z a LLI cl) U H � H — O Z m w m g QQ SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVIEWED BY: ST IVI Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 Sheet Name LIFE SAFETY SCHEDULES Sheet No Al 00 AIL U1,k , .1 , . IlL, d i,- :. :L�. _ .. L 1 .---I_.Y,:-MAX r, &&L. i_ � LL- -- - - -- - -1- - - :i _L .11.1 :1,ii_A. YI .Y.:...1". 'A- - dk - - - 1 r jj . :m ; .,, I �,.1 re LEGEND SYMBOL DISTRIBUTION NOTES PATH OF EXIT FE � FIRE EXTINGUISHER - G.C. TO CORDINATE FINAL LOCATION WITH FIRE MARSHAL ® EXIT LIGHT SIGN, REF: ELECTRICAL �EM/� EMERGENCY LIGHTING CEILING PACK ,REF: ELECTRICAL 0 ®Q EMERGENCY LIGHTS 0 KEYNOTES: LO Z M 1. PANIC HARDWARE TO BE PROVIDED PER - 8 NFPA 12.2.2.2.3 Z 2. SERVICE SINK, REFER TO MEP DRAWINGS 3. HI/LOW ADA DRINKING FOUNTAIN, REFER TO — MEP DRAWINGS Z 4. 60" DIAM. ADA CLEARANCE I) C� N w 5. 60" SQ. ADA CLEARANCE 0 •— o 0 6. 30X48 ADA CLEARANCE O w g; � 04 v7 �� TS ~ N �/ (> co w pEp M ® _ U N = FL 0 Uy 0c o c N f0 0 Y � , 7r Q N 2 O B D• Ir 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. F- Fc 0 J y�CQ: p.. Gq,Q Rip LiJ 100'-0" OF—FE � 1 43p)' T ---------------------------------------- ----- ¢ .�� . w C7 �(`j c> Lo Q J IIil � I I I I I I I I I I I I I I I I I I I I I I i I II II a I I I I 1 I I I I I I I I I I I I - - - - - - - - - -_-_--- ----- --- --- --- -- LANAI 77 L I I I I I I EXIT EXIT 102 EXIT r-------------1 - - �- - VEST. VEST. I 700 SOFT I TRAVEL DISTANCE: 83'-3- I * I STORAGE 33 SOFT 33 SOFT II — 1 I 107 73 SOFT ® ® 1ET XI p o XIT F4 FFE I I I------------- w COND. -- l7' \ i L_ 2 I FE I I I I W O O I I I WOMEN'S Rk �� °'sTl 1 - E',\: ME )S RR o I EXIT 9�(G'' El 113 LF�--- -� �- \y 112 1 400 SOFT ��_--� y, `----'/402 SOFT ----- ----- I I 1 COND. I 1 , oo' o„ I 1 — 1 SNACK AREA I ' 98'-0„ 6 FF� VEST. 6 �4 I 1 ® — �— I I 1,-oo'-a— I too'-a'j— CLOSET EXIT EXIT I I I I FF'' E j FFE' E I I ' rrt LIJ 113A ,� ��- I 163 SOFT I I I I 25 SOFT �/ r------ 102A C) -? -h \ 28 SOFT I 1 I I i , II a I I I to VEST. \\ �� JAN. I GREAT ROOM Ili I 11 AA I I 108A I I I 29SOFT �� -- O 15SOFT FOYER I ,D4 IIDig T o I I ,,073�SQFT • I I I 103 I 380 SOFT 100' 1 FE I 3 I 6 j j 100'-a, I FF4' E I I I I ❑ 1 I I FFE ®EXIT1 TRAVEL DISTANCE:77'-7- /----------- HALLWAYI I HALLWAY i -----O Z �— — —i— — — — — — — — — — — — — —IT — — — —� (D uj 1088 108 ®I I ❑ 83 SOFT 89 SOFT EXIT i i I 1 i I I MECH./ELEC. RM. i I m MECH./ELEC. I 1 SO 35 SOFT 87 SOFT I I OF CL. RE EP 1 I 1 I I 109A 09 1 I I I 15 SOFT 50 OFT I I I I FITNESS ROOM I EXIT FE I I 596 SOFT Q I ,, oo'-o-o" 1 FFY E I I E Z 100 I� /I ❑ I I I I I I FF TRAVEL DISTANCE: ; \ ; ; WRAP -AROUND 10 _v_ 100'-a' I I I I 0 ENTRY i i PORCH FFE i i i i SHEET INFORMATION EXIT OFFICE DATE: 0813012021 110 100 I I 101 I I I I 109 SOFT 372 SOFT I I 809 SOFT I I I I I I �__-� I I DRAWN BY: DRS/MAB '00 i i I I PROJECT NO: 20-6001 ------------------ --------- ------------------ REVIEWED BY: ST ------------- --- I I I 1 Plan Revisions Date: I I I I - 1 RFI #1 6.22.21 - - - ------------ - -------- - _ ------- _ _------------ _ _ _ = 98'-a' 2 OWNER COMMENTS 8.30.21 3 I I I I I I 1 4 5 ------------ 6 ------------ . 7 8 L I F E SAFETY PLAN Sheet Name 1 3/16" = 1'-0" LIFE SAFETY PLAN Sheet No. Al 01 Li_'. .. ._ - I I 1 ,! . A I ,. IL _ I1- 11 . � h I'-_ _'L - 1 1 11 - � . �. 1�L1 -+_- - - ..uil,ulJi1� �111111111111111�111�11�111111111111111 111111 iillllli'dlllllllllllllllllll�lll�ll�lOMNI lllllllllll -VEST VEST. ■ 127 ® � off s VEST. VEST. r0'i U U U � � U p' - w w wr 11111111111111111111111111111116" FRAME © -L 0 ® U - ' -1 HALLV Im 11 MECIVELEC. RM. - - - C - - 0 FLOOR PLAN - NOTES 3/16" = 1'-0" i I I I I 26 I I I I I w a LL LL 00 I I I 26 I I I I I I I I I I I I I I I 2 80 137 138 8" FRAME 1 u•• rrwnnt 135 136 2 80 FLOOR P 3/16" = 1'-0" I I I I I I I I I I I 26 1 DO 26 I �----------------------------- LAN CLERESTORY- NOTES 9 14-rFFE WALL TYPES LEGEND iT&VAWiVOOiMiWiViUVA IVATAWAVAUVATAWAVAMAW rJrlr 12'1T.O. CONC. ,1,11,1'111� 1 1T.O. CONC. T.O. CONC. T.O. CONC. • Framing,U.N.O. Interior - - -Frame Wall Located:-• AREA TABULATION FLOOR PLAN (A/C) 4081 LANAI 700 ENTRY 372 WRAP -AROUND PORCH 809 TOTAL AREA 5962 F#-] KEYNOTES: 0 t2 Z M o- Z CO N Z Q J d Q� z (DnV)n' 0 IMQ) N W 0 •� O U - CD N O E- N U �M W J M E M ~ p N U LLLC0 CJ1 O C Y co 1°I co •m Qm N 22 A �N C B D C 'f *I /r 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 PROPERT 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. 1. STONE @ COL. BASE, TYP. ALL COLUMNS 2. STONE @ FACE OF CONC. SLAB 3. FLAT STRUCT. HDR. ABV., REFER TO RCP 4. CONC. SLAB W/ TILE TYPE FINISH, REFER TO FINISH SCHEDULE 5.2-1/4" PAVERS ON SAND BASE ON CONC. SLAB, REFER TO DETAILS & STRUCT DWGS. 6. DOUBLE BAY SINK _j a uj U)- � z v •, ; -� ', AR00 a r ✓ , � a ,O w ; * w 3 -j 7. DISHWASHER 8. SHELVING, 5 LAYERS EQ. SPACED 9. PICKET RAILING, MIN. 36" A.F.F. 10. POURED CONC. STAIR, REFER TO BLDG. ELEV. & STRUCT. DWGS. 11. PORCH SWING MOUNTING LOCATION 12. PHONE BOARD LOCATION UJ W 13. AHU, REFER TO MEP ENG. 14. REFRIGERATOR 15. BASE CABINETS, REFER TO INT. ELEV. Z 16. UPPER CABINETS, REFER TO INT. ELEV. W 17. DESK W/ KNEE -SPACE BELOW & BY-PASS WNDW. W/ LOCK TO BE COORD. BY G.C. V 18. METER BASE LOCATION, REFER TO MEP DWGS. 19. POOL EQUIPMENT ENCLOSURE, OTHERS BY 20. ELEC. PANEL LOCATION 21. HI/LOW DRINKING FOUNTAIN, REFER TO LIFE SAFETY O z & MEP PLANS 00 W 22. SERVICE SINK, REFER TO MEP DWGS. 23. WATER HEATER LOCATION, REFER TO MEP DWGS. 24. FLOOR DRAIN, REFER TO STRUCT. & MEP DWGS. Q 25. CONDENSING UNITS, REFER TO MEP DWGS. 26. EXTENTS OF FIRST LEVEL BELOW 27. 12" CONC. BILK., FULL HT FROM FIN. FLR. TO STRUCT. LINTEL ABV., W/ 6" CONC. BLOCK BUILT OUT BASE, REFER TO PLAN DETAIL A1100 28. 8" FULL HT. WD. POST FROM FIN. FLR. TO STRUCT. E HDR. ABV., 12" FRAMED OUT COL. BASE, REFER TO z DETAILS 0 a. SHEET INFORMATION DATE: 08 / 30 / 2021 GENERAL NOTES: DRAWN BY: DRS/MAB PROJECT NO: 20-6001 1. ALL NEW INTERIOR WALLS ARE WOOD STUD WITH REVIEWED BY: ST DRYWALL OR TILE BACKER BOARD UNLESS NOTED Plan Revisions Date: OTHERWISE. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 3 4 ELSEWHERE ON THE PROJECT, EXCEPT WHERE A 5 DIFFERENT DETAIL IS SHOWN. s 3. SUBMIT CASEWORK, DOORS/HARDWARE SHOP 7 DRAWINGS FOR OWNER/ARCHITECT APPROVAL g 4. CONFIRM ALL HORIZONTAL DIMENSIONS W/ PLANS AND Sheet Name IN FIELD PRIOR TO FABRICATION/CONSTRUCTION. 5. ALL INTERIOR AND EXTERIOR FINISHES TO BE FLOOR SELECTED BY OWNER, IN ADDITION TO COLORS. 6. ALL ELECTRICAL FIXTURES/EQUIPMENT, PLUMBING PLAN - FIXTURES/EQUIPMENT AND HVAC EQUIPMENT AS SELECTED AND APPROVED BY OWNER/ARCHITECT. NOTES 7. 1/8" PER FOOT SLOPE TO FLOOR DRAINS, TYP. Sheet No. A300 IAhIA'AI� III}fir 1� •111�7111i l Tir I•� i ut L III' I 46'-0" V-0" G.'-0':_ 4'4- 1'-01: 46'-8" T-2" 2'-8" 2'-8" 9'-7" 5'-0" 8'-3" 2'-8" 2'-8" 6'-0" 1 I I I I I I I I I I I I I I VEST. VEST. - ■ - 01/ • . � ZC - \ I - - • WOMEN- .. /iMENRR — 00 • • COND. - - \ I - - - T- 8- POOL25 SOFT 29 SOFT WA EQUIPMENT VES VEST. -� Milk — — ,HALL7 LO 93 SQFT — u MiLWo�—MECH-1ELEC. RM. 22_3„ 1'-9" - ® �� 121'-4" 31'-4" 19'-4" -0';_ 4'-0" STONE, TYP. ALL COL. FV 2'-0" 4 TYP. 00 q f OSET 102A8 SQFT 1 II i N JAN. 108A I I 15 SOFT HALLWAY I I I I 108 I 89 SOFT I 'n ,.1'-6"1, 2'4" 1, T-8" 2'-10" $ c 111A o� 35 SQFT I I I I FITNESS ROOM N 111 I 596 SOFT I I I I 1 I I I ;0 I - I fV 1 1 1 00 ih F- T-4" T-8" T-8" T-8" T-8" 10'-0" FLOOR PLAN - DIMENSIONS 3/16" = V-0" 40'-8" LANAI 102 700 SOFT 16'-0" T_0" 3-4- 8- fD 18'-0" 054" FOYER 1 380 SQFT Oio IIII I I1IIIIII or 5'-4" ILI T-4„ 0T-4" 26'-11 " GREAT ROOM 104 1,073 SOFT 37'-0" 1. T-0" 37'-8" iD 5'4" 4'-8" 11'-8" -ao -------------8" TYP. STORAGE o 1 1 77 N 73 SOFT NCfVD IIIIIII1 IIIIIII1III IIII II1I;IIIII iIIIIIiIIIII tIIII1IIII „ c N oOP OP Eyo ~SNACK AREA 163 SOFT Co0 M 10'9" I OoIce)TYP. - OP --------- N IIII .. I I I I I I I I I I I L------ in- A" 2'-6" V-0" 2'4" 6'4- 2'-6" > FOYER 1 073 BELOW I 6'-0" 2' 4" 6'-0" I 2'-6" L FLOOR I I I I I I I I I I I ---------- ----------------------------- PLAN CLERESTORY- DIMENSIONS M �N 001 8" TYP. is F_ -WALL TYPES LEGEND • -----------�-ip�i T.O. CONIC. ■ jor ,IVT.O. CONC. 111111111111 T.O. CONC. T.O. CONC. s mana-vin STONE VENEER U.N.O.2x4 Framing, or :-. Frame Wall Located Bel. AREA TABULATION FLOOR PLAN (A/C) 4081 LANAI 700 ENTRY 372 WRAP -AROUND PORCH 809 TOTAL AREA 5962 Z Q J a U�HHOmQ , W M < Z W U)Z mw Qa�a NNdO` EmZSHEET INFORMATION DATE: 08/30/2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVEWED BY: ST Plan Revisions Date: 1 RFI #16.22.21 2 OWNER COMMENTS 8.30.21 345678 Sheet Name LOOR PLAN - /6-" DIMENSIONS F A301 Qa�a NNdO` EmZSHEET INFORMATION DATE: 08/30/2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVEWED BY: ST Plan Revisions Date: 1 RFI #16.22.21 2 OWNER COMMENTS 8.30.21 345678 Sheet Name LOOR PLAN - /6-" DIMENSIONS F A301 ROOM FINISH SCHEDULE ROOM NUMBER FLOOR ROOM N A M E FLOOR FLOOR MATERIAL BASE CEILING CEILING CEILING CEILING TYPE HEIGHT FINISH WALLS REMARKS WALLS ALL U.N.O. 100 ENTRY TILE --- 3" BEADED HARDI BD. W/ 2" JOINT STRIPS VARIES PAINTED GYP., PAINTED --- 101 WRAP -AROUND PORCH TILE --- 3" BEADED HARDI BD. W/ 2" JOINT STRIPS 10'-0" PAINTED GYP., PAINTED --- 102 LANAI PAVERS --- 4X8 HARDI 3D. (BD. & BATTEN) W/ 1X2 JOINT STRIPS 12'-0" PAINTED GYP., PAINTED --- 102A CLOSET TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 103 FOYER TILE WOOD GYP. BD. 22'-6" PAINTED GYP., PAINTED --- 104 GREAT ROOM CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 105 MECH./ELEC. CONC. WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 106 SNACK AREA TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 107 STORAGE TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 108 HALLWAY CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 108A JANITOR CONC. WOOD GYP. BD. 10'4" PAINTED GYP., PAINTED --- 108B HALLWAY CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 109 RECEPTION CPT WOOD GYP. BD. 10'4" PAINTED GYP., PAINTED --- 109A CLOSET CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 110 OFFICE CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- ill FITNESS RM. CPT WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 112 MEN'S RR TILE TILE GYP. BD. 10'4" PAINTED GYP., PAINTED --- 112A VESTIBULE TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 112B VESTIBULE TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 113 WOMEN'S RR TILE TILE GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 113A VESTIBULE TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- 113E VESTIBULE TILE WOOD GYP. BD. 10'-0" PAINTED GYP., PAINTED --- NOTES: FINISH FLOOR MATERIALS TO BE NOT LESS THAN CLASS II AS PER FBC WALL & CEILING FINISHES TO BE MIN. CLASS C AS PER FBC FAI 10'-0" CLG. HT. SNACK AREA 9 106 163 SQFT EQUIPMENT LEGEND MARK DESCRIPTION SPECIFICATIONS REMARKS O 1 1/2" DIAM. X 42" GRAB BAR BOBRICK B-6806X42" REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O 1 1/2" DIAM. X 36" GRAB BAR BOBRICK B-6806X36" REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET PAPER/COVER DISPENSER - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O SOAP DISPENSER GOJO HDSUPPLY #117291 REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS 0 24"X48" MIRROR W/ 1/4" MIRROR GLASS BOBRICK B-165 REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O HAND DRYER - SURFACE MOUNT, ELECTRIC XLERATOR XL-W REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET SIGN CAL-ROAL HANDICAP BLUE REFER TO A/A300 FOR DETAIL O BABY CHANGING STATION KOALA KARE KB110-SSWM REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET PARTITION - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O NOT USED - - O NOT USED - - O NOT USED - - O ANGLE -FRAME MIRROR - 24"X36" - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O PAPER TOWEL DISPENSER - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O NOT USED - - s0 NOT USED - - O NOT USED - NOTE: PROVIDE FIRE -RETARDANT TREATED WOOD BLOCKING IN WALLS FOR ATTACHMENT OF TOILET ACCESSORIES L#1 KEYNOTES: 1. SERVICE SINK, REFER TO MEP DWGS. 2. WATER HEATER, REFER TO MEP DWGS. 3. FLAT HDR., REFER TO RCP 4. ADA HI/LOW DRINKING FOUNTAIN, REFER TO MEP DWGS. 5. 30X48 ADA CLEARANCE 6. 60" DIAM. ADA CLEARANCE 7. 60" SQ. ADA CLEARANCE 8. WALL MNTD. SINK 9. URINAL 10. LAV. 11. BENCH, BY OTHERS 12. LOCKERS, BY OTHERS 13. FLOOR DRAIN, REFER TO MEP & STRUCT. 14. WATER CLOSET 15. ADA ROLL -IN SHOWER GENERAL NOTES: 1. ALL PARTITIONS TO BE ASSUMED P2 UNLESS NOTED OTHERWISE ON THE PLANS DRINKING FOUNTAIN COMB. DISP./RECEP. COMB. DISP. SOAP DISP. MIRROR LAVATORY URINAL WATER CLOSET AMBULATORY WATER CLOSET URINAL COOK. FLUSH FLUSH VALVE VALVE W/ GRAB BAR PLACED @ WIDE SIDE OF AREA 44" A.F.H. 4'-6" MIN. 3'-0" MIN. 17"-19" 0 01 3'-6" MIN. 1'-0" 1'-0" 2'-0" 10, M PIPE TO BE WRAPPED MAX. MIN. MIN. INSULATIO xco co E co ❑ coW/ E = O ca - C9 zc M M E f M N N (N co co CIOM CIO CIO TYP. MOUNTING HEIGHTS 0 DW c� I �ILALJ�Lju tilu 0'-0" FIN. FLR. 33" UNIT 33" UNIT 30" UNIT 24" UNIT Al AA" RAIN 4)2FOUNTAIN DETAIL 1/4" = 1'-0" 10'-0" CLG. HT. cnIArV ORPO FIN. FLR. L4 UNI I L4 UNI I XX c_ � ¢ E 7"-9" 0)16"-18" �35%1 37" T 01 MEN UNISEX I1 * PROVIDED BY OWNER ** PROVIDE (1) SIGN PER TOILET COMPLYING WITH ADA LOCAL CODE. SIGN TO HAVE RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL OF ACCESSIBILITY MOUNT 5-0" TO CENTERLINE A.F.F. & 9" FROM CENTERLINE OF SIGN TO EDGE OF DOOR (OPPOSITE HINGE). *** TYPICAL INTERIOR ACCESS SIGNS HANDICAP SIGNAGE_ DETAIL __ 3 1/4" = 1'-0" 10'-0" CLG. HT. SNACK AREA 163 SQFT h 0,-0„ FIN. FLR. 00 r0�ILI I �0 z M CDU _ N c � z� — Q J (� z C t/) U' Q) c w Q CD V _ CD N O W d U �M W .J c� i E = a 0 ~ Uc0 O N L O = ai y w N 7 p QD o c G ) —C) ao v Q m N 2 6 A � N-C B D C T '*1 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 JF C X,M v N * M CD LLJ Q a zw Q �. �z w w UJ � � W Q F- Z � W U) u F- 0 m w mg QQ ii N a) 0 a E z U m 2 0- SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVIEWED BY: ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 Sheet Name ROOM SCHED. INTERIOR ELEVATION 5 1/4" = 1'-0" - - (� INTERIOR ELEVATION - - 1 /4" = 1'-0" I NTERIOR ELEVATION 7 1/4" = 1'-0" Sheet No. A400 10'-0" CLG. HT. IL 8'-0" -TILE WAINSCOT 1A/nnnrZ:ni1c DD OL 0'-0" FIN. FLR. 132 131 130 f l l l l l l l / 127 E I I I I I I I I Q LO I I \ I I I I I I I I _I_ IT I I I IIL- III _I_ INTERIOR ELEVATION 1/4" = 1'-0" 700 CLG. HT. 8'-0" 129 128 127 oL TILE WAINSCOT \ MEN'S RR \ (- I I I I I I I I L I I I I I I I I 10 / I I I I I I I I _1=1I I I-1_1_1_ I I I Il I 11 1 1 1 h 0'-0" INTERIOR ELEVATION 1/4" = 1'-0" fs y' CLG. HT. 8- 0" TIC LE Wql WOM 01-01, FIN. FLR. 03 INTERIOR ELEVATION 1/4" = 1'-0" �figlw H Al affilli EQUIPMENT LEGEND MARK DESCRIPTION SPECIFICATIONS REMARKS O 1 1/2" DIAM. X 42" GRAB BAR BOBRICK B-6806X42" REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS 0 1 1/2" DIAM. X 36" GRAB BAR BOBRICK B-6806X36" REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET PAPER/COVER DISPENSER - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O SOAP DISPENSER GOJO HDSUPPLY #117291 REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O 24"X48" MIRROR W/ 1/4" MIRROR GLASS BOBRICK B-165 REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O HAND DRYER - SURFACE MOUNT, ELECTRIC XLERATOR XL-W REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET SIGN CAL-ROAL HANDICAP BLUE REFER TO A/A300 FOR DETAIL O BABY CHANGING STATION KOALA KARE KB110-SSWM REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O TOILET PARTITION - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O NOT USED - - O NOT USED - - O NOT USED - - O ANGLE -FRAME MIRROR - 24"X36" - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O PAPER TOWEL DISPENSER - REFER TO C/A301 FOR TYP. MOUNTING HEIGHTS O NOT USED - - s0 NOT USED - - O NOT USED - - NOTE: PROVIDE FIRE -RETARDANT TREATED WOOD BLOCKING IN WALLS FOR ATTACHMENT OF TOILET ACCESSORIES * CLG. HT. r 8'-0" TILE WAINSCOT WOMEN'S RR 113 0'-0" FIN. FLR. / Z/ ®• \ II \ II \ N / P \ II \ II \ / p 126 00, \ m \ \ F � \ II \ II \ II II II u 0 8❑ [174 ♦� INTERIOR ELEVATION - 1/4" = 1'-0" CLG. HT. 8'-0" oL TILE WAINSCOT MEN'S RR I-T-T-T- I I I I 112 I I I I I I I I I I I I 127 e 15 O A B I I I I \ oo I I I I I I I \ T F 4 `r FIN. FLR. INTERIOR ELEVATION ' if 1141-1 Y CLG. HT. OL 8'-0" TILE WAINSCOT MEN'S RR 0'-0" FIN, FLR. INTERIOR ELEVATION 1 /4" = 1'-0" Me Y CLG. HT. ot 8'-0" TILE WAINSCOT WOMEN'S RR 0'-a' FIN. FLR. KEYNOTES: 1. SERVICE SINK, REFER TO MEP DWGS. 2. WATER HEATER, REFER TO MEP DWGS. 3. FLAT HDR., REFER TO RCP 4. ADA HI/LOW DRINKING FOUNTAIN, REFER TO MEP DWGS. 5. 30X48 ADA CLEARANCE 6. 60" DIAM. ADA CLEARANCE 7. 60" SQ. ADA CLEARANCE 8. WALL MNTD. SINK 9. URINAL 10. LAV. 11. BENCH, BY OTHERS 12. LOCKERS, BY OTHERS 13. FLOOR DRAIN, REFER TO MEP & STRUCT. 14. WATER CLOSET 15. ADA ROLL -IN SHOWER GENERAL NOTES: 1. ALL PARTITIONS TO BE ASSUMED P2 UNLESS NOTED OTHERWISE ON THE PLANS 0 T )INTERIOR ELEVATION -- 1/4" = 1'-011 ffe$oli 'f CLG. HT. OL� 8�'-0�"— TIC MEI FIN. FLR. C, Fi-o I 11-ol INTERIOR ELEVATION 1/4" = 1'-0" 0 o io� N 1 U, z VD CD Q) cr) a--J w � p .V 0 N 0 w ai C ct) U �M W E J now, = N 8 p L 00 U a S) � o c � m °o e Ly Y 00 V Q m N 2 0 A 0 N t R I B Do 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. Cd,ei� p� Lu� nrow Q� Z a Ld U) U O Z m w QQ SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 REVIEWED BY: ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 8 - Sheet Name ENLARGED PLAN & INTERIOR ELEVATION.' Sheet No. A40 1 GENERAL NOTES: 1. FOR ANY HDR. HTS. NOT CALLED OUT, IT IS UNDERSTOOD THOSE ARE DR. HEADERS, REFER TO DOOR SCHEDULE & DETAILS FOR INFORMATION F±]KEYNOTES: 1. PORCH SWING MOUNT LOCATION 2. CLERESTORY SHOWN ABV. 0 LEGEND - REFLECTED CEILING PLAN SYMBOL DISTRIBUTION NOTES GYP. BD. CEILING - 4X8 PAINTED HARD[ BD. (BOARD & - - BATTEN) W/ 1X2 STRIPS @ JOINTS 3" BEADED HARDI BD. W/ 2" STRIPS @ JOINTS EMERGENCY LIGHT ELECTRICAL DRAWINGS REF: ELECTRICAL ® EMERGENCY EXIT SIGN DRAWINGS REF: MECHANICAL HVAC GRILL DRAWINGS REF: MECHANICAL RETURN -AIR GRILL DRAWINGS Q RECESSED LIGHT REF: ELECTRICAL DRAWINGS 0--1 WALL MNTD. LIGHT FIXTURE REF: ELECTRICAL DRAWINGS REF: ELECTRICAL 1X4 FLUORESCENT LIGHTING DRAWINGS REF: ELECTRICAL CLG. MNTD. FAN DRAWINGS /mot �\ CLG. MNTD. LIGHT FIXTURE REF: ELECTRICAL _� DRAWINGS 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. n oF-FLpo '� Pi GARS 09 Q A A W ." e, cn Z ww w CNTR. OVER 1�°J .0 : �oj �., + + + Q + + + + + + + +� + + + + + + + V .:. : , • V V �� ''� + + + l+ + + + + + + + + + I SHOWER - + + + + + + + + + + + + + + + + + + + + + .I' jQO'. 10'0�t t + + + + + + + + + + + + + + + + + +++ { 1 t + + + + + + + + i`Z'-� + + + + + + + CLG ui ..4'CLG. YCLG.' + + + + + + + + + + + + + + + + + +++ + + + + + + + + + + + + OLPf + + + + + + + + + r . 10� ` s ~ 8'-8" + + + + + + + + + + + # 2 + + + + + + + + + + + + + + CLG + + '' c�0' 0' ' HDR. HT. TYP. EXIT EXIT CNTR. 0�7ER CLG:. + + + + t + + + + + + + + + + + + + + + + + + + SHOWER + + + + + + + + . + + + + + + + + + + + + + + +++ •r. :; +++ ++++ ++++ ++++ ++++++++ ++++ ++++ o.: . .... _.. +++ +++++++++++++ ++++ ++++ + +++++ z ++ ++ + ++ + + ++ + +++ + + + " .WE111�(E�CIrS:RR :'�' AIIEI�'SRf`7..•' •, +++ +++++ +++++++ + ++ ++++ +++ ++++.„ - ' W ++t ++++ +++++ ++++ +++++++++ ++++ +++ , +++ +++++++++++++ +++ ++ + +++++ AC ARFEA ;ZYP. r Tyq C ` CLOSE I LXIT :EXIT tiof 2 • • 1 o' OIL •, VEST'.. VEST. _. HpR. HT,. . . G G?.. , t: I• ('� y } .. 143A 112A :. 0 .J t 0'- 108A t O 43 ya � ; I 27. 2 °HALLWAY. ' . +-lALL,VVIAY ' . ' i ; - , 5' -0 -5_0" 1. 00 w P. •^':0 +-44'!(PF' Y.CNiR`X8�CNTR.'II 10' 010,�,�,�.C�'LG.: OF•RM:i C'T HDR=HT,'''.T.i/ '.03 :� MECsH./LEC: n I - - ' . _ 70 12-8" CNTR. OF HDR. ENTRY 1 70 2 $o ALIGNMENT STARTING POINT, ALIGN STRIP W/ FACE OF WALL ID m v a a� E z t 2 0- SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY. DRS/MAB PRO,ECT NO: 20-6001 REVIEWED BY: ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 REFLECTED CEILING PLAN REFLECTED CEILING PLAN 3/16" = V-0" A500 Lo GENERAL NOTES: KEYNOTES: z M _ o 1. ALL ROOF FASCIAS TO RECEIVE ALUM. DRIP EDGE 1. STANDING SEAM METAL ROOF, SILVER, ON ROOFING Z OFFSET FROM FASCIA BY A 1X BETWEEN, REFER TO FELT ON STRUCT SHEETHING ON PRE. ENG. WD. Z DETAILS TRUSSES Q 1 2. ARCH. SHINGLES, WEATHERED, ON ROOFING FELT ON a STRUCT SHEETHING ON PRE. ENG. WD. TRUSSES z 3. ALUM. OFF -RIDGE ROOF VENT, REFER TO MANUF. un (D SPECS ON INSTALLATION & WATER -PROOFING Q) w 0 •O U _ O N OLU Lv to �N = � /TC ~ N � V (� Cl) to E Mm J C1 I-- N L LL c _ ao U rn � ^O C ,e CO Q CM Cq An N•C•B 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. 70 � , 0 2 w � •� O 80 1 c.i o N cc W � , 1 w a 0 3 3 -� W LJ LJ I � I I I I 1 w _ o a. ' 3 I r4- 1 fV TYP. I t c ------------------------------------------ -� I �-- - - - - - - - - - - - - - - ------------ I 4:12 SLOPE 4:12 SLOPE t I y,A I I w I W W I �- � I �Pj LU 1 t 0 I o o t t i t 4:12 SLOPE RIDGE N I I r .. I ♦ I i 1 � W I 1--------�-------1 ---J Q t I w I I CL U) V 1 ��Q 1 y�,� 3 I 'Sim N I I 3 4:12 SLOPE JP W N �� I •Q I TYP. � I d I I 1 2-0 - - - - - --� - - -I - I 1 1 ---------rl RIDGE I �- RIDGE i I M w 4:12 SLOPE i 4.12 SLOPE o 4:12 SLOPE I y/A I t I W I E I 2 JIDGE 2 1 4:12 SLOPE I 701 I� I I Q I I I I I t I w 1 I C1. 0 - �� - - - -I- - � � 1 2'-0^ I- m I �•Q J l I W i- - - - - - - - - - - - - 1 o w,-_ a I 04 I t I I r r `" 1 14:12 SLOPE 4:12 SLOPE I 1 I SHEET INFORMATION t DATE: 08 / 30 / 2021 1 2'-0^ I I 3 I I I DRAWN BY: DRS/MAB TYP• /y, 1 i PROJECT NO: 20-6001 REVIEWED BY: ST I I I I I I Plan Revisions Date: I I ------------------ ---------iT-� �v'�a------------------- n-------- 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 a �P w `�� a I 3 04 N O , Q I r _ - 4 l_-al +J lY L�. _1 5 6 112 SLOPE �12 SLOP L 7 r1 r-I 8 Sheet Name � o T ROOF 70 2 PLAN so Sheet No. A600 "CALCULATIONS BASED ON THE FOLLOWING VALUES** • RIDGE VENTS - 15 S0. IN. OF NET FREE AREA /LINEAR FT. • OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA /UNIT • SOFFIT VENTS - 6 S0. IN. OF NET FREE AREA / S0. FT. (Values to be verified with Manufacturer Specifications) ATTIC VENTILATION REQUIRED 1/150 Rule 1/300 Rule ATTIC SQ. IN. of SPACE SQ. IN. of SD. FT. of SQ. IN. of SQ. FT. of ventilation to VENTS ventilation vented soffit ventilation vented soffit be provided by NEEDED required needed required needed upper ventilators WEST SIDE 2404 2307.8 384.E 1153.9 96.2 577.0 4.2 EAST SIDE 2495 2395.2 399.2 1197.E 99.8 598.8 4.3 ENTRY 475 456.0 76.0 228.0 19.0 114.0 0.8 LANAI 737 707.5 117.9 353.8 29.5 176.9 1.3 CLERESTORY 622 597.1 99.5 298.E 24.9 149.3 1.1 [5] 10 BUILDING ELEVATION - SOUTH 3/16" = 1'-0" 31 4 t6 BR_G. HT ` HDR. HT.------------------- --- 12 a 4 ----=--'------------------------- - 13� - - - - - - 12 60 Y N BEYON 16 � 12 4 14 I 2'-0" ------------------------------�--- 1- - BRG.HT ---------------------- HDR. HT. -- - - 6 3 2 - - - - _ - - - 12 6:12,' PIT H 12 - - - _ - - �. - 4 — 4 4 _ — sl--- - _^- - -- - ---- - - 15 - - _---� - - MAIN ENTRY` T.O.M. @ CNT -- . _ — --- - - _ -- -- -BLDG. ENTRY 13 - - T.O.M. LANAI --. - -� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - z, -. - - T.O.M. @ CNTR. =� _ ._.�� -- .. _ -_ ,. _ - _ :� k p- -- 1'-0" BLDG. REAR 2'-0" _- s 13 - - - - -HDR.HT. -- - _ - - ---- - 11 14 ---- - -- -- -- --- --- ---- -- -- --- -- - Y - -- 6 14 Q- - - - - -- - - -- 91 OI - --- - - -- - - -- - - --- -- - - ---._- - rt _ - ----- _ . _. 00 o 12 - FIN. FLOOR FIN. FLOOR 2 1, 10 8 CV O p� Y N N KEYNOTES: 1. HARDI-BOARD SIDING 2. WD. TRIM, 6" 3. ARCH. SHINGLES, WEATHERED 4. STANDING SEAM MTL. ROOF, SILVER 5. BLACK -FRAMED WINDOWS 6. FOAM CORBELS, WHITE 7. STACKED STONE 8. PICKET RAILING, 36" HT. 9. CONC. STAIR W/ PICKET RAILING @ 36" HT. 10. WD. TRIM, 4" 11. WALL MNTD. TRELLIS FEATURE, CYPRESS 12. 12 CONC. BLK., FULL HT FROM FIN. FLR. TO STRUCT. LINTEL ABV., W/ 6" CONC. BLOCK BUILT OUT BASE, REFER TO PLAN DETAIL A1100, COL. TAPERED 13. STUCCO TRIM, 4" 14. STUCCO FINISH,TEXTURED 15. STUCCO TRIM, 6' 16. RETAINING/SITE WALL, BY OTHERS 17. LARGE STONE 18. PAVERS IN SAND BASE ON CONC. SLAB 19.8" FULL HT. WD. POST FROM FIN. FLR. TO STRUCT. HDR. ABV., 12" FRAMED OUT COL. BASE, REFER TO DETAILS CD in z M z-o® � z @ 1 J a z ( Q) ) 4--+ cn w � p 0 V — o N O w w V cl) �V) ~ (a N U d M w E -' v ai '. L 2 LLcN ai 00 c/) N 0 Q O) N O A� N,C*B •D•C S D P i I � 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� W Q� Z W U) U H � H - O Z m w m� QQ z� w U 18 SHEET INFORMATION 1 DATE: 08 / 3012021 80 DRAWN BY: DRS/MAB °RODE cT No: 20-6001 REVIEWED BY: ST Plan BUILDING ELEVATION - WEST 1 RFI #1 6.2221 Date: 2 OWNER COMMENTS 8.30.21 7 8 Sheet Name BUILDING ELEVATIONS A700 _br 00 N 00 N I I T.O.M._ T.O.P. aQ- - - - - PORCH HDR. HT. 13 ------------------- --- Q TYP. 19 6I IN. FLOOR - - N. GRADE 9 y 1 I 4 I 12 114 2'-0" BRG. HT - - - -------------------- - --- T - ---- 1 ---- - --------- HDR. HT. - .---------- 2 I 1 6 12 T _ 4� r � r�IWO 9 BUILDING ELEVATION -NORTH 3/16" = V-0" 10 12 10 2 18 80 4 12 2'-0" 4 ✓ 1 BRG. HT -------------------------------- ----- -- ------ - - -- - -- -- - -- -- - - - -- - ----- HDR. HT. k ------ 1 ----------------- 6:1 4 T.O.M. _T.O.M._CNTR. MAIN_E_NTR_Y BLDG.ENTRY 13 V'0 T.O.P. PO 14 13 q 0 I ,1_ 12 s_ FIN. FLOOR I ------- �1--------------- 331 17 19 TYP. n8 1 80 BUILDING ELEVATION - EAST 3/16" = V-0" I UP IN 12 4 15 T.O.M. LANAI, T.O.M. @ CNTR. BLDG.REAR 13 14 ', 4 fV 12 FIN. FLOOR 181 118 10 0 KEYNOTES: 1. HARDI-BOARD SIDING 2. WD. TRIM, 6" 3. ARCH. SHINGLES, WEATHERED 4. STANDING SEAM MTL. ROOF, SILVER 5. BLACK -FRAMED WINDOWS 6. FOAM CORBELS, WHITE 7. STACKED STONE 8. PICKET RAILING, 36" HT. 9. CONC. STAIR W/ PICKET RAILING @ 36" HT. 10. WD. TRIM, 4" 11. WALL MNTD. TRELLIS FEATURE, CYPRESS 12. 12" CONC. BLK., FULL HT FROM FIN. FLR. TO STRUCT. LINTEL ABV., W/ 6" CONC. BLOCK BUILT OUT BASE, REFER TO PLAN DETAIL A1100, COL. TAPERED 13. STUCCO TRIM, 4" 14. STUCCO FINISH, TEXTURED 15. STUCCO TRIM, 6" 16. RETAINING/SITE WALL, BY OTHERS 17. LARGE STONE 18. PAVERS IN SAND BASE ON CONC. SLAB 19.8" FULL HT. WD. POST FROM FIN. FLR. TO STRUCT. HDR. ABV., 12" FRAMED OUT COL. BASE, REFER TO DETAILS E110 Z M -o 0 ZC 4 EE J a t� z E C cn .I..� w "— p U — o N O w w V) TC �V ~ U N �cl) uj ~ E M M v '. 8 N O (� M oLO c Q c CORE N2 A 0 N•C-.-D•C BID® �.�`� I�Xi� ; 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�� 4343 c u T. LIJ Q� Z W U) U H � H - O Z co mg QQ a� v a E to z f a` SHEET INFORMATION DATE: 08 / 3012021 DRAWN BY: DRS/MAB PROJECT No: 20-6001 REVIEWED BY: ST IF Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 BUILDING ELEVATIONS Sheet No. A701 ARCH. SHINGLES (WEATHERED) 00007, ON ROOFING FELT ON STRUCT. 12 SHEETHING ON PRE. ENG. WD. 41 TRUSSES ROOF FASCIA W1 ALUM ' DRIP EDGE, REFER TO DETAIL 9 PRE-ENG. WD. TRUSSES, 12 BY OTHERS 4 MIN. R-30 BATT INSUL. 2-0 S'i_ T.O.M. xxxxx4pxxxxxxxxxxxxxxxxxxxxxxxxxxixxxxxxxxxxxxxxxxxxx kxxxxxxxxxxxxx xx x GYP. Bl CLG., HDR, HT, REFER TO RCP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENT-ECIALUM. - - - - - - - - - SOF-F-tT'-- FITNESS ROOM +fARI SIDING ON -I SPECS. 9 CONC.-OLK. WALL,-REFER---- 60 MWALI� LEEG-014 CONC. SLAB -,-REFER TO STRU T_DWGS ��Fl I FLOOR -- ---- - - - - - - - - - -- STRUCT. FOOTING, RADON/VAPOR REFER TO STRUCT. BUILDING SECTION 1 3/16" = V-0" STANDING SEEM MTL. ROOF 3 ELT (SILVER) ON ROOFING F I ON 9( STRUCT. SHEETHING ON PRE. ENG. WD. TRUSSES ---- ROOF FASCIA W/ ALUM. DRIP EDGE, REFER TO DETAIL ---� - I LJ STANDING SEEM l ROOF (SILVER) ON ROOFING FELT ON STRUCT. SHEETHING ON PRE. ENG. WD. TRUSSES ROOF FASCIA Wt ALUM. DRIP EDGE, REFER TO DETAIL BRG. HT HDR.HT.____________ VENTED ALUM. SOFFIT FOAM CORBELS, WHITE - - - - - - - - - - - BRG. HT ----------------------------------------------------- HDR. HT.- STANDING SEEM I ROOF --------------------------------- xyxxxxxxxxxxyly - - - - - - - - - - - - - - - - - - - - - - - - - - - (SILVER) ON ROOFING FELT ON STRUCT. SHEETHING ON PRE. VENTED ALUM. -GYP. Bl CLG., ENG. WD. TRUSSES SOFFIT REFER TO RCP FOAM CORBELS, ROOF FASCIA W/ ALUM. DRIP WHITE 3-PLY GIRDER TRUSS EDGE, REFER TO DETAIL (PROFILE), REFER TO BUILDING SECTION 1 & STRUCT. I 3" BEADED HARDI BID. W1 2' 3-PLY GIRDER TRUSS TC FOYER STRIPS @ JOINTS NOTCHED FOR CONC. �rLll E��] T.O.M. WALL BRG. HIL HT - - - - - A T.4).M -- - - - - - - - - - - - - - - - - - - - - - - - - - - @ IDE E T.O.M. @ - - - - - - - - - - - - - - - - - - - - - - - 00 ----------------------------- CNTR.BLDG. HDR. HT. STRUCT. BOND BEAM W1 1 CONC. BILK. WALL, REFER - ---------- LINTEL, -REFER -TO STRU DWGS. ZGE - - - - - - -- 10 -ABV. - - --- - - - - - - - - - 12"CONC. Bl FULL HT __-HARI SIDING ON HDR. HT. - - - - - - - - FROM FIN. l TO STRUCT - - - - - - - - - - - - - - - LINTEL ABV., W/ 6"CONC. VAPOR-BARMER — - - - - - - - - - - - - --- - d z w 9 BLOCK BUILD OUT BASE, —ENTRY REFER TO PLAN DETAIL -Fj_6�1-- U) Z: D cc All 00, COL. TAPEREE HALLWAY F- w 00 co FIN. FLOOR -- - - - - -- - - - - - - - - w LL w f 1-- 1 1 p Il IN I! I —III �T I-_ ''11- 'i STRUCT. FOOTING, REFER TO STRUCT. DWGS. (: )_ 31 1 N�G �S E�C -��l 0 N 2 N�Illli- 11 RADON /VAPOR BARRIER 011 MIN. R-30 BATT INSUL. -412 DBI 2X TOP PLATE, BEARING, 4 /r- REFER TO STRUCT. I GYP. BD. CLG., REFER TO RCP -J FOYER -GIRDER TRUSS, 3-PLY, REFER TO STRUCT DWGS. & -BUILDING SECTION 2 (21A800) ----------- I gaemili A .9.4 Ilim I IN . . . . . . . . . . . . . . . . . . . . . ...... A 1i7n 7, 77 - PRE-ENG. WD. TRUSSES, BY OTHERS - MIN. R-30 BATT INSUL. - DBIL. 2X TOP PLATE, BEARING, REFER TO STRUCT. DWGS. MIN. R-19 BATT INSUL. 3-PLY GIRDER TRUSS TO BE NOTCHED FOR CONC. BI WALL BRG. PRE-ENG. WD. TRUSSES, BY OTHERS STANDING SEEM I ROOF (SILVER) ON ROOFING FELT ON STRUCT. SHEETHING ON PRE. ENG. WD. TRUSSES STRUCT. BOND BEAM W/ LINTEL, REFER TO STRUCT. DWGS. ROOF FASCIA W/ ALUM. DRIP EDGE, REFER TO DETAIL ,. _ _ __ _ - T.O.M. LANAI , CONC.- B TO WALL TYPE LEGEND VENTED ALUM. SOFFIT HARDf BD. -SIDING Ow VAPOR BARRIER- 12" CONC. BILK., FULL HT 4X8 PAINTED HARDIBI -- LANAI FROM FIN. FLI TO STRUCT. (BOARD& B Et I' I 1 12 L LINTEL ABV., W1 6"CONC. 1 BLOCK BUILD OUT BASE, 9 F102] N REFER TO PLAN DETAIL All 00, COL. TAPERED 60 PAVERS ON SAND BASE ON CONC. SLAB, REFER TO STRUCT. I FIN. FLOOR, ff HARDI BD. SIDING ON VAPOR BARRIER ARCH. SHINGLES (WEATHERED) ON ROOFING FELTON STRUCT. SHEETHING ON PRE. ENG. WD. TRUSSES I 2X12 STRUCT. HDR., VENTED ALUM. SOFFIT FLR. TO STRUCT. HDR. ABV., 12" FRAMED OUT COL. BASE, REFER TO DETAILS RETAINING WALL / SITE WALL, BY OTHERS CONC. STAIR W/ PICKET RAILING @ 36" HT. ��GRADE RADON /VAPOR BARRIER CONC. BLK. SITE WALL WRAP —AROUND FOUNDATION, REFER TO STRUCT. I PORCH STRUCT. FOOTING, 101 REFER TO STRUCT. DWGS. Sim. 1101 (D V z cf) z 04 z EE U) Erm Z Q) —/) c 4--J Lu In C� u 0 Lu cf) V) 04 em E 8 w 0 0 c U) m w 00 = < 0 cm LO M c'j 2 A� 0 � N-C-B.-C '4"' 'D 1*8 B�D � f p 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 PROTECTED BY UNITED STATES AND UJ O� 0 m w Li E m z 9 2 13- SHEET NFORVATiON DATE: 08/30/2021 DRAWN BY: DRS/MAB PROJ-CT NO: 20-6001 1 1 REVIF'WED BY: ST IF Plan Revisions Date: 1 RFl #1 6.22.21 2 OWN R COMMENTS 8.30.21 4 5 7 BUILDING SECTIONS Sheet No. A800 ALUM. DRIP EDGE BRG. HGT. 1x2 OVER 2x6 FASCIA WRAPPED IN ALUMN. VENTED ALUM. SOFFIT FIN. FLOOR METAL STANDING SEAM ROOF MIN. 30# FELT UNDERLAYMENT ROOF SHEATHING ALUM. DRIP EDGE 1x2 OVER 2x6 FASCIA WRAPPED IN ALUMN. VENTED ALUM. SOFFIT PLYWOOD SHEATHING 2X8 FRAMED WALL R-30 MIN. BATT INSULATION HARDI BD. SIDING ARCH. ASPHALT SHINGLES, WEATHERED MIN. 30# FELT UNDERLAYMENT ROOF SHEATHING ENGINEERED ROOF TRUSS 12 ENGINEERED ROOF 4 � TRUSS �/ �/ �/ �/ �/ �/ vF: / BRG. HGT. R-30 MIN. BATT INSULATION GYPSUM BOARD DBL. TOP PLATE GYPSUM BOARD T.O.M._u CNTR. BLDG.ENTRY ARCH. ASPHALT SHINGLES, WEATHERED ENGINEERED �1RBER T.O.M. Qa LANAI MIN. 30# FELT 12 UNDERLAYMENT 4 GYPSUM BD. ROOF SHEATHINGS a � q d d d q d q d a HARDI BD. SIDING ° VAPORMATER BARRIER ON FACE OF CONC. BLK. Q d q d 4 q \—PRE-ENGINEERED ROOFTRUSS R-30 MIN. BATT INSULATION 8" MASONRY LINTEL GYPSUM BOARD COURSE REFER TO STRUCTURAL 3/4" P.T. FURRING @ 16" O.C. R7 FOIL INSULATION BETWEEN FURRING STRIPS 1/2" GYP. BOARD 8" Ch1U, REFER TO STRUCTURAL d REFER TO FINISH SCHEDULE FOR BASE FINISH CONC. SLAB, REFER TO STRUCT. DWGS. ij d I _- -- —CONC. FOOTING, REFER TO d � d q _ STRUCTURAL • • -- — RADON / VAPOR BARRIER - _ --- I I I R-30 MIN. BATT INSULATION GYPSUM BOARD TEMP. BI-PASS- GLASS W/ LOCK COUNTER TOP FRAMED SOFFIT CABINET —� GYPSUM BD. CV FRAMED WALL 4" CONC. SLAB a d q d q d d q d RADON tVIAPOR I R -� Ft -- CEILING HGT. O 80 N N BRG. HGT. METAL STANDING SEAM ROOF MIN. 30# FELT UNDERLAYMENT ROOF SHEATHING ALUM. DRIP EDGE 1x2 OVER 2x6 FASCIA WRAPPED IN ALUMN.- VENTED ALUM. SOFFIT --/ STUCCO FINISH PLYWOOD SHEATHING 2X8 FRAMED WALL R-30 MIN. BATT INSULATION METAL STANDING SEAM ROOF MIN. 30# FELT UNDERLAYMENT ENGINEERED ROOF - TRUSS ENGINEERED ROOF 12 TRUSS 4� i ��0������ m . GYPSUM BD. FRAMED SOFFIT WINDOW HEADER WINDOW, REFER TO WINDOW SCHEDULE T.O.M. NTR. BLDG. ENTRY G ° PLYWOOD SHEATHING 3" BEADED HARDI BD. W/ FOIL INSULATION 2" STRIPS @ JOINTS OVER FURRING GYP. BOARD q 8" CMU, REFER TO HDR. HT. • STRUCTURAL 3/4" P.T. FURRING @ 16" O.C. 108 HDR. HT. HARD[ BD. SIDING O 8" MASONRY LINTEL COURSE REFER TO STRUCTURAL ENTRY DR., REFER TO FLOOR PLAN & DOOR SCHEDULE 101 4" CONC. SLAB 4" CONC. SLAB FIN. FLOOR 4 q d d ° d �° q d d q d d q d - - - - - -- CONC. FOOTING, REFER TO _ - STRUCTURAL q - ° RADON / VAPOR BARRIER !'I • • Z ■ I 0- z ul U' w � p .� p 0 N 0 w 40 � c �NLO v U TM W E mm J co M N - p f� as = 1, 0 »� cY0—a°o � My o Q N 2 O A� N,C•B D•C If X, ;r 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. uj � � W Q � � Z aW �U >= OZ mw QQ SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN 3Y: DRS/MAB PROJECT No: 20-6001 REVIEWED BY: ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 WALL SECTIONS WALL SECTION 1 3/411 = 1'-0" WALL SECTION 2 3/4" = 1'-011 WALL SECTION 3 3/4" = 1'-0" Sheet No. A900 DOOR - SEE PLAN FOR SWI qG DIRECTION AND SCHED. FC R TYPE AND MATERIALS SEE ROOM FIN SCHEDLUE FOR FLOOR FIN. AND HARE WARE SCHEDULE FOR THRESHOI D REQUIREMENTS FIN. FLR. REFER TO FLOOF PLAN FOR LEVEL & PLACEf IENT DETAIL -DOORSILL 2 = 1 I-01f DOOR ROOM NAME NUMBER 101 ENTRY 102 GREAT ROOM 103 GREAT ROOM 104 GREAT ROOM 105 MECHJELEC. 106 SNACK AREA 107 STORAGE 108 GREAT ROOM 109 GREAT ROOM 110 LANAI CLOSET 112 JANITOR 113 RECEPTION 114 CLOSET 115 OFFICE 116 FITNESS ROOM 117 FITNESS ROOM 118 MECH. ELEC. 119 HAL Y 120 VESTIBULE 121 MEN'S RR 122 MEN'S RR 123 VESTIBULE 124 VESTIBULE 125 VESTIBULE 126 WOMEN'S RR 127 VESTIBULE 128 VESTIBULE CONC. BLOCK WALL, ROOM NUMBER 100 104 104 itim'! 105 106 107 104 104 102 102A 108A 109 109A 110 111A 108 112A 112 112 112B 112B 11 3A 113 113B 113B DOOR TYPE TYPE A TYPE B TYPE C TYPE D TYPE C TYPE D TYPE D TYPE E TYPE C TYPE C TYPE C TYPE F TYPE C TYPE B TYPE D TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C TYPE C DOOR SCHEDULE DETAIL REFERENCE DOOR MATERIAL FRAME MATERIAL HARDWARE DOOR RATING THRESHOLD REMARKS Z� tz I o I L ta SILL JAMB HEAD WOOD, S,C. H.M. --- 61-01, x 81-01, 2/Al 000 I/Al 000 4/Al 000 --- WOOD, H.C. WOOD --- 6'-0" X 8'-0" 2/Al 000 5/Al 000 6/Al 000 WOOD, H.C. WOOD --- 6'-0" X 8'-0" 2/AlOOO 5/Al 000 6/Al 000 --- WOOD, H.C. WOOD --- 6'-0" X 8'-0" 2/Al 000 5/AlOOO 6/Al 000 --- WOOD, H.C. WOOD --- T-101" X 8'-0" 2/A1000 5/Al 000 6/Al 000 WOOD, S.C. H.M. T-0" X 8'-0" 2/AlOOO 3/Al 000 4/Al 000 --- WOOD, H.C. WOOD --- 3'-0" X 8'-0'' 2/Al 000 5/Al 000 6/Al 000 --- WOOD, S.C. H.M. --- 3'-0'' X 8'-0" 2/Al 000 3/Al 000 4/Al 000 --- WOOD� S.C. H.M. --- 3'-0'' X 8'-0" 2/A1000 3/Al 000 4/Al 000 --- WOOD, S.C. H.M. --- 6-0" X 8'-0" 3/Al 002 2/Al 002 1 /Al 002 --- WOOD, S.C. H.M. --- T-O" X 81-0" 2/Al 000 3/Al 000 4/Al 000 --- WOOD, H.C. WOOD --- T-O" X 8'-0" WOOD. H.C. WOOD --- 3'-0" X 8'-0" WOOD, H.C. WOOD 6'-0" X 8'-0" WOOD, H.C. WOOD T-0" X 8'-0" WOOD, H.C. WOOD --- 6'-0" X 8'-0" WOOD, S.C. H.M. T-O" X 8'-0" WOOD, H.C. WOOD --- 3'-0" X 8'-0" WOOD, H.C. WOOD --- T-O" X 8'-0" WOOD, H.C. WOOD --- T-O" X 8'-0" WOOD, H.C. WOOD --- T-O" X 8'-0" WOOD, H.C. WOOD 2'-0" X 8'-0" WOOD, H.C. WOOD --- 31-0" X 6-011 WOOD, S.C. H.M. --- 3'-0" X 8'-0" WOOD, H.C. WOOD --- 3'-0" X 8'-0" WOOD, H.C. WOOD --- T-011 X 81-0" WOOD, H.C. WOOD --- T-0" X 8'-0'' WOOD, S.C. H.M. T-O" X 8'-0" 2/Al 000 3/Al 000 4/Al 000 --- c 9 60 --- PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3, REFER TO LIFE SAFETY Al 01 --- FIXED DOOR, NON -OPERATIONAL --- PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3, REFER TO LIFE SAFETY --- FIXED DOOR. NON -OPERATIONAL --- PANIC HARDWARE TO BE PROVIDED PER NFPA 12.2.2.2.3, REFER TO LIFE SAFETY --- STOREFRONT, SAME SUPPLIER FOR ADJACENT WINDOWS 123,124, 125 & 126 VARIES, 2" // 16'-0" 2" 2" 6'-0" 2" 2" _SEE DR. SCHED. 2' 2 3'-0" 2' 2-6" 2 -6" 60 60 0 EXTERIOR DOOR INTERIOR DOOR INTERIOR/EXTERIOR EXTERIOR DOOR EXTERIOR DOOR STOREFRONT SYSTEM (A) (0) -,DOOR TYPES 1/4" = V-0" REFER TO PARTITION CONC. BLOCK WALL, TYPES REFER TO PARTITION TYPES WALL FINISH, REFER 4 TO BLDG. ELEV, WALL FINISH, REFER INTERIOR FINISH, 4 - TO BLDG. ELEV. REFER TO ROOM INTERIOR FINISH, SCHEDULE REFER TO ROOM 4 SCHEDULE DRIP EDGE, FLASHING SEALANT ALL SEALANT ALL JUNCTURE, TYPICAL JUNCTURES, TYPICAL MTL. DOOR FRAME CASE IN MTL. DOOR FRAME CAST IN PLACE OR FILLED SOLID W/ PLACE OR FILLED SOLID W/ CONCRETE, SEE SCHEDULE CONCRETE, SEE SCHEDULE FOR TYPE AND MATERIALS FOR TYPE AND MATERIALS DOOR, SEE PLANS FOR DOOR, SEE PLANS FOR SWING DIRECTION AND SWING DIRECTION AND SCHEDULE FOR TYPE AND SCHEDULE FOR TYPE AND MATERIALS MATERIALS EXTERIOR INTERIOR EXTERIOR INTERIOR DETAIL - DOOR_JAMB____ AIL - DOOR HE 3 -AD 1-1/2" = 1'-0" 1- 11-011 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 I DETAIL - D-OOR JAMB 5 -1/2" = V-101" _�j 1 // _7 2'-6" 2'-6" ETAIL - 1-1 /2" = 1 1-011 5/8'' GYP. BD 2" 6'-0' INTERIOR DOOR (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 SCHEID. FOR TYPE AND MATERIALS DOOR HEAD 2" 0 �2 "-� Z z z CL z CD (C�N3 Lu ul) ci� zo E 0 CD co 00 C) 0 c cf) co < 0 Ln M 11) c"j 2 0 A XCG p 8 Di, 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 __j _< C/� < t: CD cr z w < SIR uj n, nro :D Z c) W cl) 0 z Go w 00 E n 08/3012021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 _'�_VEWF' �` ST Plan Revisions Date: 2 OWNER COMMENTS 8.30.211 Name DOOR SCHEDULE & DETAILS Sheet No. Al 000 IRI 3'-0" \HDR. HT_--- - -- - - -- 0 M o! 60 of \FIN. FLOOR \ WINDOW TYPE '1' \HDR. HT.______ 0 in 0 N N FIN. FLOOR - \ WINDOW TYPE '3' 3 1 /4" = 1 '-0" O.M_._______ , SIDE ENTRY 6 -41' WINDOW TYPE '5' 1 == 1'-0" 3'-0" \HDR. HT. \ ---- 0 9 60 \FIN_FLOOR \ WINDOW TYPE '7' / 2'-0� HDR. HT. 0 (V 4'-6" HDR. HT. ------ V N. FLOOR N ('d� WINDOW TYPE'2' 1/4" = 1'-0" T.O.M. ____ �@ SIDE ENTRY \ 0? 21 I CV 00 FIN. FLOOR WINDOW TYPE '4' L� - - - - 1 /4" = 1'-0" 3'-0" DR. HT. CD v7 N IN. FLOOR \ G WINDOW TYPE V C) 1 /4" = 1 '-0" 4'-0" \HDR. HT 60 CV FIN. FLOOR - CWINDOW TYPE '8' E) 1 /4" = 1'-0" WINDOW NUMBER 100 101 102 103 104 105 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 ---_-128 129 130 131 132 133 134 135 137 138 HDR. HT. 0 (V ROOM NAME FITNESS ROOM FITNESS ROOM FITNESS ROOM FITNESS ROOM OFFICE FOYER FOYER FOYER FOYER FOYER — GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM SNACK AREA SNACK AREA SNACK AREA GREAT ROOM GREAT ROOM GREAT ROOM GREAT ROOM FOYER FOYER FOYER FOYER MEN'S RR MEN'S RR MEN'S RR WOMEN'S RR WOMEN'S RR WOMEN'S RR FITNESS ROOM FITNESS ROOM FOYER FOYER FOYER FOYER 6'-0" 0 T � C r o ul N r\ T.O.M. @ - _ _ _ - _ _ _T.O.M. @ CNTR., CNTR. BLDG. BLDG. REAR WINDOW SCHEDULE(D zCD �® —o z ° z DETAIL REFERENCE Q ROOM WINDOW TYPE FRAME MATERIAL WINDOW _-- RATING REMARKS -' NUMBER SIZE SILL JAMB HEAD �� z 111 TYPE 1 ALUMINUM 3'-0" X T-0" 7/A1002 8/A1002 9/A1002 - FIXED V) (9 - - --- ---- - - -- — -- - -- - - - — -- - - - -- - Q) 111 TYPE 1 ALUMINUM 3'-0" X 3'-0" 7/A1002 8/A1002 9/A1002 --- FIXED �' W � p - -- --- - -- - -- o U — o 111 TYPE 1 ALUMINUM 3'-0" X 3'-0" 7/A1002 8/A1002 9/A1002 -- FIXED N Ow C 111 TYPE 1 ALUMINUM T-0" X T-O" 7/A1002 8/A1002 9/A1002 --- FIXED V --- - - U 04 C M 111 TYPE 1 ALUMINUM 3'-0" X 3'-0" 7/A1002 8/A1002 9/A1002 --- FIXED w M O N O N U L�yco 110 TYPE 2 ALUMINUM 4'-6" X 5'-6" 7/A1002 8/A1002 9/A1002 --- FIXED _ a) co Y co f6 O 103 TYPE 3 ALUMINUM 2'-0" X 6'-0" 7/A1002 8/A1002 9/A1002 -- FIXED co N 6 Q � N � O 103 TYPE 4 ALUMINUM 2'-0" X 1'-8" 7/A1002 8/A1002 9/A1002 -- FIXED A 0 103 TYPE 5 ALUMINUM 61-4#1 X 1 -8 7/A1002 8/A1002 9/A1002 FIXED THIS DOCUMENT AND/OR THE DESIGN 103 TYPE 3 ALUMINUM 2'-0'' X 6'-0" 7/A1002 8/A1002 9/A1002 -- FIXED CONCEPTS EXPRESSED HEREIN ARE THE - PROPERTY OF KEESEE ASSOCIATES AND 103 TYPE 4 ALUMINUM 2'-0" X 1'-8" 7/A1002 8/A1002 9/A1002 -- FIXED ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, - ARE RESERVED THE REPRODUCTIONS, 104 TYPE 2 ALUMINUM 4'-6" X 5-6" 7/A1002 8/A1002 9/A1002 --- FIXED COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE 104 TYPE 6 ALUMINUM T-0" X 5'-6" 7/A1002 8/A1002 9/A1002 -- FIXED ASSOCIATES IS STRICTLY PROHIBITED AND ------ ---- -- -- - PROTECTED BY UNITED STATES AND 104 TYPE 6 ALUMINUM 3'-0" X 5'-6" 7/A1002 8/A1002 9/A1002 --- FIXED INTERNATIONAL LAW. 104 TYPE 6 ALUMINUM T-O" X 5'-6" 7/A1002 8/A1002 9/A1002 -- FIXED O r I~O,?/t> 104 TYPE 6 ALUMINUM 3'-0" X 51-6" 7/A1002 8/A1002 9/A1002 --- FIXED 106 TYPE 7 ALUMINUM T-O" X 4'-0" 7/A1002 8/A1002 9/A1002 --- FIXEDLu co 106 TYPE 7 ALUMINUM 3'-0" X 4'-0" 7/A1002 8/A1002 9/A1002 -- FIXED z N'4� w w - z - _ w _ �1pe- 2 J 106 TYPE 7 ALUMINUM T-0" X 4'-0" 7/A1002 8/A1002 9/A1002 -- FIXED ` 104 TYPE 8 ALUMINUM 4'-0" X 5'-6" 7/A1002 8/A1002 9/A1002 --- FIXED 104 TYPE 8 ALUMINUM 4'-0" X 5-6" 7/A1002 8/A1002 9/A1002 -- FIXED 104 TYPE 8 ALUMINUM 4'-0" X 5'-6" 71A1002 8/A1002 9/A1002 --- FIXED 104 TYPE 8 ALUMINUM 4'-0" X V-6" 7/A1002 8/A1002 9/A1002 --- FIXED 103 STOREFRONT ALUMINUM 2'-6" X 8'-0" 1 O/A1002 11 & 12/A1002 13/A1002 --- STOREFRONT, REFER TO DOOR TYPES & ELEVATIONS, 1/A1000, TYPE E 103 STOREFRONT ALUMINUM 2'-6" X 8'-0" 1O/A1002 11 & 12/A1002 13/A1002 --- STOREFRONT, REFER TO DOOR TYPES & ELEVATIONS, 1/A1000, TYPE E 103 STOREFRONT ALUMINUM 2'-6" X 8'-0" 1 O/A1002 11 & 12/A1002 13/A1002 --- STOREFRONT, REFER TO DOOR TYPES & ELEVATIONS. 1/A1000, TYPE E UJ 103 STOREFRONT ALUMINUM 2'-6" X 8'-0" 10/A1002 11 & 12/A1002 13/A1002 --- STOREFRONT, REFER TO DOOR TYPES & ELEVATIONS, 1/Al000, TYPE E cr uj 112 TYPE 9 ALUMINUM 2'-0" X 2'-0" 7/A1002 8/A1002 9/A1002 --- FIXED 112 TYPE 9 ALUMINUM 2'-0'' X 2'-0" 7/A1002 8/A1002 9/A1002 --- FIXED z 112 TYPE 9 ALUMINUM 2'-0" X 2'-0" 7/A1002 8/A1002 9/A1002 -- FIXED ui 0 113 TYPE 9 ALUMINUM 2'-0" X 2'-0" 7/A1002 8/A1002 9/A1002 --- FIXED %� U 113 TYPE 9 ALUMINUM 2'-0" X 2'-0" 7/A1002 8/A1002 9/A1002 --- FIXED - -- 113 TYPE 9 ALUMINUM 2'-0" X 2'-0" 7/A1002 8/A1002 9/A1002 -- FIXED 111 TYPE 1 ALUMINUM 3'-0" X 3-0" 7/A1002 8/A1002 9/A1002 --- FIXED 0 z 111 TYPE 1 ALUMINUM 3-0 X 3-0 7/A1002 8/A1002 9/A1002 -- FIXED fn uj 103 TYPE 10 ALUMINUM 6'-0" X 2'-0" 4/A1002 5/A1002 6/A1002 -- FIXED 103 TYPE 10 ALUMINUM 6'-0" X 2'-0" 4/A1002 5/A1002 6/A1002 --- FIXED 103 TYPE 10 ALUMINUM 6'-0" X 2'-0" 4/A1002 5/A1002 6/A1002 --- FIXED 103 TYPE 10 ALUMINUM 6'-0" X 2'-0" 4/A1002 5/A1002 6/A1002 --- FIXED in N N "O Q E z U N 2 08 i 30 / 2021 DRAWN BY: DRS/MAB PROJECT NO: 20-6001 - - ST Plan Revisions Date: 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 71 Sheet Name WINDOW SCHEDULE FIN. FLOOR \ WINDOW TYPE'9' yINDOW TYPE '10'�___ Sheet No, A1001 t _J� HARDI BD. SIDING, REFER TO BLDG. ELEVATIONS CONC. BLOCK WALL, REFER TO PARTITION TYPES ANODIZED STOREFROM ALUM. FRAME -- TEMP. STOREFRONT GLAZING STOREFRONT WINDOW, REFER TO STOREFRONT SCHEDULE INT. FINISH, REFER TO ROOM SCHEDULE SEALANT/BACKER ROD ALLJUNCTURES P.T. WOOD OR NEOPRENE SHIM DETAIL STOREFRONT DOOR HEAD I- 311 if -r_ofi WINDOW, REFER TO WINDOW SCHEDULE ALUM. SUB -SILL FLASHING HARDI BD. SIDING, REFER TO BLDG. ELEV. MTL LATH PER MANUF. SPECS. —_ 5/8" SHEATHING 2X FRAME WALL, REFER TO PARTITION TYPES EXTERIOR v CAULK JOINT WINDOWSILL, REFER TO INT. DESIGNER 1/2" GYPSUM WALL BOARD 1 INT. FINISH, REFER TO ROOM SCHEDULE INTERIOR DETAIL WNDW. SILL 1-1/2" V-0" TEMP. STOREFRONT GLAZING WINDOW, REFER TO CAULK JOINT WINDOW SCHEDULE r:� I WINDOWSILL, REFER TO INT. DESIGNER ALUM. SUB -SILL I --ANODIZED STOREFRONT WINDOW FLASHING ALUM. FRAME, REFER TO STOREFRONT 1/2" GYPSUM WALL I - -, - SCHEDULE . . r___l BOARD �44 ANODIZED STOREFRONT HARDI BD. SIDING, 1X P.T. FURRING STRIPS ALUM. FRAME DOOR, REFER REFER TO BLDG. ELEV. W/ 1/2" FOIL INSULATION TO DOOR SCHEDULE CONC. BLOCK WALL, LLI D� INT. FINISH, REFER TO -- - ----- REFER TO PARTITION ROOM SCHEDULE TYPES TEMP. STOREFRONT GLAZING- E—_ EXTERIOR INTERIOR DETA 311 1 1-011 WALL BEYOND, REFER TO PARITION TYPES — THRESHOLD IL STOREFRONT DOOR JAMB - — - - ------ TEMP. STOREFRONT GLAZING STOREFRONT DOOR, REFER TO STOREFRONT & DOOR SCHEDULE ANODIZED STOREFRONT ALUM.FRAME FLR. SYSTEM, REFER TO FLOOR PLAN FOR PLACEMENT DETAIL STOREFRONT DOOR SILL 311 = 1 1-011 DETAIL WNDW. SILL 1-1 /2" = 1 1-011 WALL BEYOND. REFER TO PARITION TYPES P.T. WOOD OF NEOPRENE Sl 'SUECATLAN��ALL U R ___�SLOPE STOREFRONT WNDOW, REFER To STOREFRONT SCHEDULE TEMP. STOREFRONT GLAZING ANODIZED STOREFRONT ALUM.FRAME FLR. SYSTEM, REFER TO FLOOR PLAN FOR PLACEMENT DETAIL WNDW. SILL 1-1/2"0" STOREFRONT 2X FRAME WALL, REFER TO PARTITION TYPES — I HARDI BD. SIDING, REFER TO BLDG. ELEV. MTL LATH PER MANUF. SPECS. 5/8" SHEATHING ALUM. SUB -SILL FLASHING WINDOW, REFER TO WINDOW SCHEDULE EXTERIOR F, 1/2" GYPSUM WALL BOARD INT. FINISH, REFER TO ROOM SCHEDULE CAULK JOINT INTERIOR DETAIL WNDW. JAMB 1-1/2" V-0" HARDI BD. SIDING, INT. FINISH, REFER TO REFER TO BLDG. ELEV. ROOM SCHEDULE CONC. BLOCK WALL, " GYPSUM WALL REFER TO PARTITION 1/2 TYPES BOARD t t 1X P.T. FURRING STRIPS W/ 1/21' FOIL INSULATION ALUM. SUB -SILL FLASHING WINDOW, REFER TO WINDOW SCHEDULE CAULK JOINT EXTERIOR A INTERIOR DETAIL WNDW. JAMB 1-1/2" 11-011 --TEMP. STOREFRONT GLAZING --ANODIZED STOREFRONT VVINDOW ALUM. FRAME, REFER TO STOREFRONT SCHEDULE ANODIZED STOREFRONT ALUM. FRAME DOOR, REFER TO DOOR SCHEDULE TEMP. STOREFRONT GLAZING DETAIL WNDW. JAMB 1-1/2" 11-011 STOREFRONT 2X FRAME WALL, REFER TO PARTITION TYPES HARDI BID. SIDING, REFER TO BLDG. ELEV MTL LATH PER MANUF. SPECS. 5/8" SHEATHING ALUM. SUB -SILL FLASHING WINDOW, REFER TO WINDOW SCHEDULE EXTERIOR 1/2" GYPSUM WALL ij BOARD j INT. FINISH, REFER TO ROOM SCHEDULE CAULK JOINT INTERIOR DETAIL WNDW. HEAD 1-1/2" l'-O" HARDI BD. SIDING, INT. FINISH, REFER TO REFER TO BLDG. ELEV. ROOM SCHEDULE STRUCT. LINTEL, REFER IL 1/2" GYPSUM WALL TO STRUCT. DRAWINGS _'[F BOARD 1X P.T. FURRING STRIPS W/ 1/2" FOIL INSULATION ALUM. SUB -SILL FLASHING 1X P.T. SHIM WINDOW, REFER TO WINDOW SCHEDULE CAULK JOINT EXTERIOR A INTERIOR DETAIL WNDW. HEAD 1-1/2" = l'-O" HARDI BD. SIDING, REFER TO BLDG. ELEVATIONS .4 CONC. BLOCK WALL, REFER TO PARTITION TYPES — .�—INT. FINISH, REFER TO ROOM SCHEDULE ANODIZED STOREFROM ALUM.FRAME SEALANT/BACKER ROD TEMP. STOREFRONT ALL JUNCTURES P ' T. WOOD OR NEOPRENE SHIM STOREFRONT WNDOW, REFER I TO STOREFRONT SCHEDULE A DETAIL WNDW. JAMB 1-1 /2" = 1 '-Off STOREFRONT -To HARDI BD. SIDING REFER TO BLDG. ELEVATIONS CONC. BLOCK WALL EFER TO PARTITION TYPE' ��--INT. FINISH, REFER TO ROOM SCHEDULE ANODIZED STOREFROM ALUM. FRAME— '��SEALANIT/BACKER ROD TEMP TOREFRONT ALL JUNCTURES GLAZI P.T. WOOD OR NEOPRENE SHIM STOREFRONT %MNDOW, REFER TO STOREFRONT SCHEDULE---�— Z C) 0 z z z Ec: 4--J Lu 0 0 Lu JaJ 0 V) Ln LO 0 cn a M M cn Lu _j -0 co E cO —8 M 0 04 = FL 0 r- cc am ( -6- 0 C co M 00 Z F4 M 6 N-C-H-D-C XpI CONCEPTS EXPRESSED HEREIN ARE THE THIS DOCUMENT AND/OR THE DESIGN 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. FLO,., __j �.16 L�l I cuj I < 143 En LIJ w < z D UJ C) >- FfffffffffI 0 z 00 w E ca z a. SHFFT NF"_'RMATj0N �j i DATE: 08/30/2021 DRAVVN BY: DRS/MAB �IROjECT NO: 20-6001 REVIEW-LD BY: ST wl Plan Revisions Date: 1 1 RFl #1 6.22.21 2 1 OWNER COMMENTS 8.30.21 8 Sheet Name WINDOW DETAILS DETAIL - WNDW. HEAD 1-1/2" = 11-011 STOREFRONT Sheet No. Al 002 WALL HT. REFER TO ELEVATIO HARDI BD. SIDING 8" CONC. BLK. WALL, REFER TO WALL TYP LEGEND & STRUCT. I EXTERIOR FINISH FLR. 3/4" P.T. FURRING 1" FOIL -WRAP INSULATION —GYPSUM WALL BOARD - 5/8" GYP. BD. INTERIOR SPACE - 5/8" GYP. BD. TYPE 'X' @ FIRE WALLS DURA-ROCK @ WET AREAS 7'-0" ` TILE WAINSCOT @ RESTROOMS ONLY, REFER TO INTERIOR ELEVATIONS WALL FINISH, SEE WALL FINISH SCHEDULE BASE, SEE FINISH SCHEDULE INTERIOR FLOOR FINISH, REFER TO FLOOR FINISH SCHEDULE WALL HT. REFER TO ELEVATIONS INTERIOR FINISH FLR. SINGLE 2X TOP PLATE 2X WOOD STUD WALL SPACED @ 16" O.C., REFER TO WALL TYPE LEGEND FOR SIZE (REFER TO STRUCT. DRAWINGS FOR BEARING WALLS) 7'-0" TILE WAINSCOT RESTROOMS ONLY, REFER TO INTERIOR ELEVATIONS 5/8" DRYWALL, BOTH SIDES WALL FINISH, SEE WALL FINISH SCHEDULE BASE, SEE FINISH SCHEDULE FLOOR FINISH, REFER TO FLOOR FINISH SCHEDULE WALL HT. REFER TO ELEVATIONS INTERIOR FINISH FLR. SINGLE 2X TOP PLATE 2X WOOD STUD WALL SPACED @ 16" O.C., REFER TO WALL TYPE LEGEND FOR SIZE (REFER TO STRUCT. DRAWINGS FOR BEARING WALLS) ACOUSTICAL GRADE BATT INSULATION 7'-0" TILE WAINSCOT @ RESTROOMS ONLY, REFER TO INTERIOR ELEVATIONS 5/8" DRYWALL, BOTH SIDES WALL FINISH, SEE WALL FINISH SCHEDULE BASE, SEE FINISH SCHEDULE INTERIOR FLOOR FINISH, REFER TO FLOOR FINISH SCHEDULE 0!� 9 z co CD zto z IkI a J CL z V) 0 Q) N W � o 'U — o N O W w c co N W J W CO E M p N U t�pcG <Y � M— Q Cf N 26 A � N C 8 D,C B D. f P 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. - a1, 7 cn 1 � 1 �'C, � N Q 0 A 1 3 3,-� L ' g U J PARTITION TYPE P2 )p3/PARTITION TYPE P1 2 _ 3/4" = 1'-0"3/4 — 1 -0 4" = 1'-0" ui Z W U) V oz om w m� Q Q SHEET INFORMATION DATE: 08 / 30 / 2021 DRAWN BY: DRS/MAB ,PROJ7CT No: 20-6001 REVIEWED BY: ST ivl Plan Revisions Date: 1 RFI #1 6.22.21 2 1 OWNER COMMENTS 8.30.21 a! Sheet Name PARTITION TYPES Sheet No. A1100 PRE. ENG. WD. TRUSSES, REFER TO TRUSS ENG. PACKAGE, TO BE COORD. BY G.C. STUCT. LINEL/BOND BEAM ABV., TYP., REFER TO STRUCT. DWGS. • 4 ° G ° 4 4" STUCCO BANDING, RAISED 1" ° a G ° 1/2" STUCCO FINISH ON TAPERED COLUMN 5/8" EXT. GRADE SHEATHING ON TAPERED COLUMN FAI G ° 4 a° 4 9 12" CONC. BLK., FULL HT. P.T. 2X NAILER, STANDING TALL FACE AGAINST 12" CONC. BLK. 4" STUCCO BANDING, LEDGE CAP, SLOPED FOR WATER DRAINAGE ° G G °a STONE VENEER, REFER TO MANUF. G SPECS. FOR INSTALLATION — ° 6" CONC. BLK. 4 ° C 1 G In CONC. SLAB, REFER TO STRUCT. G-H G DWGS. FOR FOUNDATION ca z, al G Oj O 0 LL z O'W i'w W ! -i Ala 4 U) W J Q FI =I 0 m DETAIL -COLUMN (SECTION 1 of = 1'-0" ca z oc 0 J LL 0 W u- w r� w Q H Y 0 J m 0 z w W .J w a J J Q 8" WD. PO FIN. FLR.1 STRUCT. f 1/2" STUC( TAPERED TO SECTI( 12" FRAME BASE, REF SECTION 0 ,O z co z� z Q J z W C/) W M p 0 N 0 W w �V) _ 04 U TM 2X FURRED OUT FRAMING Lu � M r : �N coc Y cn �o Q N O A� 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 DBL. 2X12 STRUCT. HDR., COPYRIGHT OF INTELLECTUAL PROPERTY, REFER TO STRUCT. DWGS. ARE RESERVED THE REPRODUCTIONS, STONE VENEER COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE DBL. 2X12 HDR. ABV., ASSOCIATES IS STRICTLY PROHIBITED AND REFER TO STRUCT. PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. DWGS. 4" STUCCO BANDING, RAISED 1" `" • L OIZ 8" P.T. WOOD POST, -1d ti /�� REFER TO STRUCT. DWGS. LLJ� L e 0 ~ 6 c 1/2" STUCCO FINISH ON I TAPERED COLUMN '�; • _ , 7'ER� CONC. SLAB BLW. W/ TILE FINISH STONE VENEER ON FACE 5/8" EXT. GRADE SHEATHING OF CONC. SITE WALL ON TAPERED COLUMN cnq a 4" STUCCO BANDING, LEDGE CAP, SLOPED FOR WATER DRAINAGE DETAIL - COLUMN PLAN w 3 1" - 1'-0" 5/8" EXT. GRADE SHEATHING z P.T. 2X FURRED OUT COL. BASE LIJ STONE VENEER M V CONC. SLAB P.T. 2X FRAME OUT FOR O z I COL. BASE im LIJ - -- STONE VENEER RAILING REFER TO BLDG. ELEV. - - - - G I STRUCT. LINTEL ABV. ° CONC. BLK. SITE WALL, REFER TO 1/2" STUCCO FINISH STRUCT. DWGS. FOR FOUNDATION 12" FULL HT. CONC. BLK. + __ --- - -- `' FROM FIN. FLR. TO LINTEL + E ABV., HT. VARIES, REFER TO + + -- --- - - - -- - - _ Z FLOOR PLAN & WALL TYPE 4- - - --- LEGEND ++ - -- -- - - - I a SHEET INFORMATION j 4>< — - - - _ - STONE VENEER - - - - o a I E: 08/30/2021 DRAWN BY: DRS/MAB - CONC. SLAB BLW. ° ° G - - Ro�Ec NO: 20-6001 6" CONC. BLK. �� SURROUNDING 12 BLK. W/ TILE FINISH - G - REVIEWED BY: ST HT. VARIES, REFER TO - — - -- Plan Revisions Date: FLOOR PLAN & WALL TYPE 6" 1 1-0�� 6" - - - - -- - - - I 1 RFI #1 6.22.21 2 OWNER COMMENTS 8.30.21 LEGEND - - 6" 2'-0" — --I —I 3 4 TYP. 5 - - - 6 1 1101 81 Sheet Name DETAIL - COLUMN PLAN DETAIL -COLUMN SECTION DETAILS 2 4 1" = 1'-0" Sheet No. Al 101 REVISION SUMMARY 1, LL IL -1 i NO. DATE 1 9.13.21 A.B. Anchor Bolt Abv. Above Adj. Adjustable A.F.F. Above Finished Floor ALT. Alternate Bm. Beam B/Beam Bottom of Beam Brg. Bearing Cant. Cantilever Cir. Circle Cig. Ceiling Ci Control Joint Col. Column Cont. Continuous Dbl. Double Dia. Diameter Ea. Each E.W. Each Way Elec, Electrical Elev. Elevation E.O.R Engineering or Record Ext. Exterior Exp. Expansion F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor Fir. Floor Fdn. Foundation REVISION DESCRIPTION DOOR MOVED AT BACK LANAI ABBREVIATIONS DESIGNER NJ Fir. Sys. Floor System PSF Pounds per squate foot F.O.M. Face Of Masonry P.T. Pressure Treated Ft. Foot / Feet Rad. Radius Ftg. Footing Req'd. Required Gaiv. Galvanized Rm. Room G.C. General Contractor Rnd. Round G.F.I. Ground Fault Interrupter S.F. Square Ft. G.T. Girder Truss SHT Sheet Hdr. Header S.L. Side Lights Hgt. Height S.P.F. Spruce Pine Fir Int. Interior Sq. Square K/Wall Kneewall S.Y.P. Southern Yellow [line L.F. Linear Ft. Thik'n. Thicken Mas. Masonry T.O.B. Top of Block Max Maximum T.O.M. Top of Masonry Min Minimum T.O.P. Top of Plate M.L. Microlarn Trans. Transom Window Mir. Mirror Typ. Typical Mono Monolithic U.N.O. Unless Noted Otherwise N.T.S. Not to Scale Vert. Vertical O.C. On center V.L. Versalarn Opn'g. Opening VTR Vent through Roor: Opt. Optional W Washer PC. Piece W/ With P.L. Parallarn W.A. Wedge Anchor PLF Pounds per linear foot Wd Wood Pit. Ht. Plate Height WP Water Proof TERMITE SPECIFICATIONS SECTION R318 PROTECTION AGAINST TERMITES TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION (SEE SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." NOTES: 1 . METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. 2. PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION 3. OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. - -NOTICE TO BUILDER AND ALL SUBCONTRACTORS- - IT IS THE INTENT OF THE ENGINEER LISTED IN THE TITLEBLOCK OF THESE DOCUMENTS THAI THESE DOCUMENTS BE ACCURATE, PROVIDING LICENSED PROFESSIONALS CLEAR INFORMATION. EVERY ATTEMPT HAS BEEN MADE TO PREVENT ERROR. THE BUILDER AND ALL SUBCONTRACTORS ARE REQUIRED TO: 1 . REVIEW ALL THE INFORMATION CONTAINED IN THESE DOCUMENTS, PRIOR TO THE COMMENCEMENT OF ANY WORK. THE ENGINEER ARE NOT RESPONSIBLE FOR ANY PLAN ERRORS, OMISSIONS, OR MISINTERPRETATIONS UNDETECTED AND NOT REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. 2. SHALL STRICTLY OBSERVE ALL APPLICATION CODES DURING THE COURSE OF CONSTRUCTION INCLUDING ALL STATE, CITY, AND COUNTY BUILDING, ZONING, ELECTRICAL, MECHANICAL., PLUMBING AND FIRE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. 3. THE ARCHITECT / ENGINEER SHALL NOT BE RESPONSIBLE FOR SAFETY PROCEDURES, THE MEANS AND METHODS OF CONSTRUCTION, TECHNOLOGIES, OR THE CONTRACTION TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS OR RELATED CODES. 4. THE FRAMING PLAN SHOWN INDICATES THE'TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER (DELEGATED ENGINEER) HAS FINAL, RESPONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION! 5. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 6. ALL CONSTRUCTION MUST BE IN ACCORDANCE TO THE INFORMATION FOUND IN THESE DOCUMENTS. ANY QUESTIONS REGARDING THE INFORMATION FOUND IN THESE PLANSSHOULD BE DIRECTED TO OUR QUALITY ASSURANCE MANAGER AT 321-972-0491 IMMEDIATELY. NO BACK CHARGES WILL BE CONSIDERED FOR REIMBURSEMENT BY THE THE ENGINEER WITHOUT ADVANCED NOTIFICATION AND APPROVAL BY THE ENGINEER. PAYMENTS WILL BE MADE IN ACCORDANCE TO THE TERMS OF THE AGREEMENT. ABBOTT SQUARE AMENITY CENTER GENERAL STRUCTURAL NOTES CAST IN PLACE REINFORCED CONCRETE 1 . ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI (SLABS) 3000 PSI (COLUMNS AND BEAMS), A SLUMP OF 5" PLUS OR MINUS I", AND HAVE 2 TO 5% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.63 2. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS. 3. HORIZONTAL FOOTING BARS SHALL BE BENT 25" AROUND CORNERS OR CORNER BARS WITH A 25" LAP PROVIDED EA WAY. 4. CONCRETE COVER MIN. 3" WHEN EXPOSED TO EARTH OR 1 1/2" TO FORM U.N.O. 5. FIBER MESH LENGTH SHALL BE Y2" TO 2", DOSAGE AMOUNT SHALL BE FROM 1.0 TO 1.5 LBS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S AND SHALL COMPLY WITH ASTM C1 116 6. ALL REINFORCING STEEL / STIRRUPS AND TIES SHALL BE NEW DOMESTIC DEFORMED BARS FREE FROM RUST,SCALE & OIL & SHALL MEET ASTM A615/ A615M GRADE 60 U.N.O. REINFORCING FOR FOOTING SHALL BE SUPPORTED ON PRE -CAST CONCRETE PADS, STEEL WIRE OR PLASTIC SUPPORT. TOP REINFORCING SHALL BE POSITIVELY SUPPORTED BY TEMPORARY STRINGERS. DOWELS FOR COLUMNS & FILLED CELLS SHALL BE SECURED IN PLACE BY USING ADDITIONAL CROSS- REINFORCING TIED TO FOOTING REINFORCING. SPLICES IN REINFORCING WHERE PERMITTED SHALL BE AS PER DETAIL MSOSIL2. 7. HIGH STRENGTH SIMPSON SET EPDXY -TIE WAS USED IN THE DESIGN OF THIS PRODUCT. IF CONTRACTORS WISH TO USE A DIFFERENT EPDXY, THEY MUST FIRST CONTACT THE ENGINEER OF RECORD FOR WRITTEN APPROVAL. 8. WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. F303.4 CONCRETE STRENGTH IN THESE AREAS ARE TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATE 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH. MASONRY 1 . HOLLOW LOAD BEARING UNITS SHALL BE NORMAL WEIGHT, GRADE N, TYPE 2, CONFORMING TOASTM C90-014, NTH A MINIMUM NET COMPRESSIVE STRENGTH OF 2000 PSI (f m = 2000 PSI) 2. MORTAR SHALL BE TYPE "S", CONFORMING TO ASTM C270-14A. 3. COARSE GROUT SHALL CONFORM TO ASTIVI C476-10 WITH A MAXIMUM AGGREGATE SIZE OF 3/8" AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI SLUMP 8" TO 1 V. CONTINUOUS MASONRY INSPECTIONS ARE REQUIRED DURING CONSTRUCTION 4. GRADE 40 U.N.O. VERTICAL REINFORCEMENT SHALL BE AS NOTED ON THE DRAWINGS WITH THE CELLS FILLED WITH COARSE GROUT. 5. GRADE 40 U.N.O.VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT THE TOP AND BOTTOM AND AT A MAXIMUM SPACING OF 192 DIA OR 1OFT WHICH EVER IS LESS. REINFORCING SHALL BE PLACED IN THE CENTER OF THE MASONRY CELL WITH MIN 1/2" CLEARANCE TO INSIDE FACE. 6. REINFORCING STEEL SHALL BE LAPPED PER DETAIL IVISOWL2, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 7. GROUT STOPS SHALL BE PROVIDED BELOW BOND BEAM. PLASTIC SCREEN, METAL LATH STRIP OR CAVITY CAPS MAY BE USED TO PREVENT THE FLOWOF GROUT INTO CELLS BELOW. THE USE OF FELT PAPER ASA STOP IS PROHIBITED. 8. TEMPORARY BRACING AND SHORING OF WALL TO PROVIDE STABILITY DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 9. TYPICAL FILLED CELL REINFORCING SIZE AND SPACING SHALL BE ABOVE AND BELOW ALL WALL OPENINGS 10. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 318-14 11. CONSOLIDATE POURS EXCEEDING 12" IN HEIGHT BY MECHANICAL VIBRATION, AND RECONSOLIDATE BY MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. GROUT SHALL BE FLUSH WITH TOP OF WALL. LTITSTOM 1. ALL EXTERIOR WOOD STUDS WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. STRUCTURAL WOOD FRAMING MEMBERS,(I.E. BLOCKING OR GABLE END BRACING) SHALL BE EITHER AS SPECIFIED IN PLAN OR IN DETAILS. IF CONFLICTS OCCUR BETWEEN PLAN AND DETAILS, THE STRONGEST MATERIAL SHALL BE USED. AT A MINIMUM, ALL WOOD STRUCTURAL FRAMING MEMBERS SHALL BE SPF #2. 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. ALL HOLES OVER 1" IN 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. PARALLAM COLUMNS: 1.8E Fb = 2400 PSI MICROLAM (LVL) BEAMS: 2.OE Fb= 2600 PSI GLULAM BEAMS: SP/SP 24F-V5 LAYUP (1.7E FB=2400 PSI) MIN. 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: 7/16"STRUCTURAL I OSB EXPOSURE 1 OR 1/32" RATED OSB EXPOSURE 1 (SPECIFIC GRAVITY, G=0.50, MIN.). A MINIMUM Ys" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGE AND END JOINTS TO ALLOW FOR EXPANSION. PER R604.3 SHEATHING SHALL NOT BE USED AS WEATHER RESISTANCE BARRIER UNLESS SPECIFIED. 10. LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIALS. EXPANDED METAL OR WOVEN WIRE LATH SHALL BE ATTACHED TO WOOD SHEATHING WITH 1Y2" LONG, 11 GAGE NAILS HAVING A 7/16" HEAD, OR 1 Y2" LONG, 16 GAGE STAPLES, SPACED IN ACCORDANCE WITH ASTM C1062 OR C1787, OR AS OTHERWISE APPROVED (REF. 2020 FBC-R-R703.7.1). STRUCTURALSTEEL 1 . MATERIAL SPECIFICATIONS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50, Fy=50 KSI TUBE STEEL (HSS): ASTM A500, GRADE B, Fy = 46 KSI PIPE STEEL: ASTM F3125, TYPE E OR S, Fy = 35 KSI ALL OTHER STRUCTURAL & MISC. STEEL: A36 Fy=36 KSI STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325 U.N.0 2. STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1 554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL 3. STRUCTURAL CONNECTIONS: ALL STRUCTURAL BOLTS TO BE A325N U.N.O. ALL A325N BOLTS SHALL BE BROUGHT TO A "SNUG-TIGHT"CONDITION , AS DEFINED IN THE SPECIFICATION. SLIP CRITICAL (SC) BOLTS MUST BE FULLY TENSIONED PER SPECIFICATION STRUCTURAL BOLTS SMALLER THAN 5/8" DIA. TO BE A307 THREADED ROD SHALL CONFORM TO A36 OR A307 ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 ALL BOLTS CAST IN CONCRETE: ASTM A36 OR ASTM A-307 SHOP AND FIELD WELDS: E70XX ELECTRODES STEEL REINFORCEMENT SHOP DRAWINGS TO BE PROVIDED TO ENGINEER OF RECORD BEFORE FABRICATION FOR REVIEW AND APPROVAL. WELDED CONNECTIONS: ELECTRODES - E70XX UNO (LOW HYDROGEN). FILLET WELDS SHALL BE 3/16" UNO. 4. SUBMIT SHOP DRAWINGS INDICATING ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, AND LOCATIONS OF STRUCTURAL MEMBERS, CONNECTION ATTACHMENTS, FASTENERS, LOAD, AND TOLERANCES. 5. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION.. 6. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTIONS TO ENSURE CONFORMANCE WITH PLANS AND SPECIFICATIONS (IF PROVIDED). SUBMIT REPORTS TO ARCHITECT AND ENGINEER. PRE ENGINEERED WOOD TRUSSES 1 . ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR BEAMS WITH HURRICANE CLIPS OR ANCHORS PER STRUCTURAL PLAN 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STRESS -GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE PROPORTIONED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25%) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY THE TRUSS MANUFACTURER UNLESS NOTED ON THE PLANS. 5. TRUSS ELEVATIONS AND SECTIONS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS ARE NOT SHOWN, BUT SHALL BE DESIGNED BY THE TRUSS MANUFACTURER IN ACCORDANCE WITH THE FRAMING DESIGN LOADS; 6. DESIGN SPECIFICATIONS FOR LIGHT WEIGHT METAL PLATE CONNECTED WOOD TRUSSES PER THE TRUSS PLATE INSTITUTE TPI LATEST EDITION. 7. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY THE MANUFACTURER IN ACCORDANCE WITH SPECIFIED LOADS AND GOVERNING CODES. SUBMITTALS SHALL INCLUDE TRUSS FRAMING PLANS AND DETAILS SHOWING MEMBER SIZES, BRACING, ANCHORAGE, CONNECTIONS, TRUSS LOCATIONS, AND PERMANENT BRACING AND/OR BRIDGING AS REQUIRED FOR ERECTION AND FOR THE PERMANENT STRUCTURE. EACH SUBMITTAL SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED STRUCTURAL ENGINEER. SUBMIT 3 COPIES FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 8. THE TRUSS MANUFACTURER SHALL DETERMINE ALL SPANS WORKING POINTS, BEARING POINTS, AND SIMILAR CONDITIONS. TRUSS SHOP DRAWINGS SHALL SHOWALL TRUSSES, ALL BRACING MEMBERS, AND ALL TRUSS TO TRUSS HANGERS. 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. FIELD REPAIR NOTES 1 . MISSED "J" BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED WITH 1/2" DIA. EPDXY ANCHORS WITH 7" EMBEDMENT. SIMPSON "SET" EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURER'S RECOMMENDATIONS OR SIMPSON 1/2" TITEN HD BOLTS WITH MINIMUM 7" EMBEDMENT, SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. 2. FOR MISSED VERT. DOWELS, DRILL A 3/4" DIAMETER HOLE 6" DEEP AT THE LOCATION OF THE OMITTED REBAR AND INSTALL A 32" LONG #5 BAR INTO THE EPDXY FILLED HOLE. USE A TWO PART EMBEDMENT EPDXY (SIMPSON HIGH STRENGTH EPDXY -TIE ANCHORING ADHESIVE) MIXED PER THE MANUFACTURER'S INSTRUCTIONS. ASSURE THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY. ALLOW THE EPDXY TO CURE TO THE MANUFACTURER'S SPECIFICATIONS, THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF THE JOINT (BAR DOES NOT HAVE TO BE CONT. TO FOOTING). 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1) SIMPSON MTSM16 TWIST STRAP W/ (4) Y4"x 21/4" TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS LESS THAN 860 LBS (USE (2) MTSM16 FOR UPLIFTS LESS THAN 1660#). IF CORNER STRAP IS MISSED, CONTRACTOR IS TO INSTALL (2) SIMPSON HGAM1 0 W1 (4) 1/4" X 1 1/2" SDS SCREWS AND (5) 1/4" x 2 1/4" TITENS ONE EACH SIDE OF TRUSS. 5. NO MORE THAN 10 STRAPS MAYBE SUBSTITUTED OR NO MORE THAN 3 INA ROW WITHOUT APPROVAL FROM EOR. IF GIRDER TRUSS CONNECTIONS ARE MISSED, CONTACT THE EOR FOR SUBSTITUTION. 6. IF MISSED, MSTAM36 OR MSTAM40 STRAP IS MISSED FOR 2ND FLOOR JAMB STUD CONNECTION, CONTRACTOR MAY INSTALL SIMPSON HTT5 W1(26) 16d x 21/2" NAILS AND 5/8" ANCHOR BOLT SET IN SIMPSON HIGH STRENGTH EPDXY W/ MIN 6" EMBEDMENT AND MIN 3" EDGE DISTANCE. CONTACT EOR IF STRAPS ARE MISSED UNDER GIRDER JAMB STUD LOCATIONS. STRUCTURAL DESIGN CRITERIA • FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. • FLORIDA FIRE PREVENTION CODE 7TH EDITION (2020) • FLORIDA BUILDING CODE ACCESSIBILITY 7TH EDITION (2020) • NFPA 70-17. NATIONAL ELECTRICAL CODES. (NEC 2017) • BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE - (ACI 318-14). • SPECIFICATIONS FOR STRUCTURAL CONCRETE - (ACI 301-16). • BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES - (ACI 530-13). • NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION - 2018 EDITION. • WOOD FRAMED CONSTRUCTION MANUAL 2018 EDITION. • APA PLYWOOD DESIGN SPECIFICATION E30-16 • AMERICAN SOCIETY OF CIVIL ENGINEERS: ASCE / SEI 7-16 • ALUMINUM DESIGN MANUAL - AFF-20 GENERAL ROOF LOADING SHINGLE METAL TILE HEAVY ROOF (PSF) ROOF (PSF) ROOF (PSF) ROOF (PSF) TOP CHORD LL 20 20 20 20 TOP CHORD DL 10 10 15 25 BOTTOM CHORD LL* 0 0 0 0 BOTTOM CHORD DL 10 10 10 10 TOTAL(PSF) 40 40 45 55 BOTTOM CHORD LL (OPT) ATTICS W/ LIMITED STORAGE 20 ATTICS W/ HEAVY STORAGE 50 * ATTICS W/ NO STORAGE 10 (NUN- UN. URRENT) I I I NOTE: LL REDUCTIONS ARE ALLOWED PER CODE BUT ONLY WITH WRITTEN APPROVAL FROM EOR OR INDICATED ON PLAN GENERAL FLOOR LOADING TOP CHORD ILL 40 (PSF) COMMENTS: TOP CHORD DL 10 (PSF) BOTTOM CHORD LL 0 (PSF) BOTTOM CHORD DL 5 (PSF) SPECIAL FLOOR LOADING GAME ROOM / READING ROOMS 60 (PSF) COMMENTS: BALCONIES/ DECKS 40(PSF) d. A SINGLE CONCENTRATED LOAD BALCONIES OVER 100 SQ:FT 100(PSF) APPLIED IN ANY DIRECTION AT ANY LIGHT STORAGE 125(PSF) POINT ALONG THE TOP. GUARDRAILS AND HANDRAILS 200(LBS)(d) f. BALUSTERS AND PANELS FILLERS GUARDRAIL IN -FILL COMPONENTS 50 (LBS)(f)I SHALL BE DESIGNED TO WITHSTAND STAIRS / NON SLEEPING ROOMS 40 (PSF) A HORIZONTALLY APPLIED NORMAL SLEEPING ROOMS 30 (PSF) LOAD OF 50 POUNDS ON AN AREA LIBRARIES - STACK ROOMS 150(PSF) EQUAL TO 1 SQ. FT. HABITABLE ATTICS SERVED w/ FIXED STAIRS 30(PSF) PASSENGER VEHICLE GARAGES 50(PSF) DEFLECTION CRITERIA ROOF TRUSSES* LU360 TU240 COMMENTS: ROOF RAFTERS LU180 TU120 ROOF RAFTERS (W/O CLGJ LU360 TU240 FLOOR TRUSSES/ BEAMS LU360 TU240 FLOOR I-JCIST*** LU480 TU240 *TL MAX 2" UP TO 40FT SPAN ****TL MAX 1/4" DIFFERENTIAL BETWEEN **TL MAX 3/4" ADJACENT TRUSSES *** TL MAX 1/2" WIND LOADING CRITERIA WIND SPEED (ULTIMATE) P I FwB 150.0 MPH W W I S P IND SPEED (ALLOWABLE) 116.0 MPH EXPOSURE CATEGORY P �S C al 1 11 UILDING 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 AREA (+) VALUE DENOTES PRESSURE WIND PRESSURE AND (SQ FEET) VALUE DENOTES SUCTION 1 SUCTION DIAGRAM AREA (A) (1 10-19.99 r+) 34 0 (:A) - (+)34.0 (D) (-)36.4 (-)44.8 20-49 .99 (+)32.5 (+)32.5 (-)35.0 (-)42.0 50 - 99.99 (E) (+)30.4 (E) (+)30.4 (-)32.2 (-)37.8 > 100 (+)28.8 (+)28.8 (-)30.8 (-)35.0 DIAGRAM GARAGE DOORS* SOFFIT 9'-0" x 7'-0" 16'-0" x 7'-0" (+)34.0 (+)29.8 Q) (+)28.6 (K) (-)33.7 (-)31.8 (-)44.8 GENERAL PRESSURE NOTES 11. NOTES: 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. SHEETINDEX so NOTES & SCHEDULES S1 FOUNDATION PLAN S2 LOW ROOF PLAN S3 HIGH ROOF FRAMING PLAN Ll LINTEL PLAN L2 LINTEL CHART & NOTES SN NOTES & SCHEDULES D1 FOUNDATION DETAILS D2 FRAMING DETAILS D3 FRAMING DETAILS 0 V Z co Co Z V) 0 4-1 LU 0 U C14 0 LU V) Ln L0 a) C14 a ce) LU M cl) -0 Cl) E .. c) 8 CC,34 4i co c) MCD < 0 24 '20 61 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 INTERNATIONAL LAW. 0 1 , E N Ui NO 750 W ix� :XZ W Z STATtE CIF 47 / W 02 N A\- UJ 0 00 '0 E M Z 2 a. Z W 0 FU TF SHEET INFORMATION DATE: 10/15/2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL Plan Revisions Date: DOOR AT BACK LANAI NOTES & SCHEDULES No. so FOUNDATION LEGEND SYMBOL DESIGN DESCRIPTION INDICATES FILLED CELL w/3000 PSI CONCRETE CONSTRUCTED PER DETAIL MS01/SN AND SPACED PER PLAN INDICATES CONCRETE FOOTING w/ MINIMUM SOIL BEARING CAPACITY OF 2000 F#.# PSF. REINFORCE PER GENERAL FOUNDATIONS SCHEDULE ON SHEET SN FOR DESIGN SPECIFICATIONS. INDICATES i$" x 1" SAWED CONSTRUCTION JOINT COVERING A 12'x12' SQUARE MAXIMUM \ -#" INDICATES STEP IN FOUNDATION, VERIFY PER ARCHITECTURAL PLANS CONSTRUCT PER PLAN SECTION CUT AND DETAIL SHEET D1 4" 2500 PSI CONC. SLAB W/ REINF. PER SO w/6 MIL VISQUEEN VAPOR BARRIER & FIN. FLR. TREATED FOR TERMITES. SEE FOUNDATION SCHEDULE ON SN INDICATES BUILT UP COLUMN, SEE ® FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT, AND UPLIFT CONNECTION SCHEDULE ON SN FOR CONNECTION TO SLAB GENERAL NOTES: 1. TYPICAL CORNER FRAMING PER DETAIL FM19/D1 WALL TYPE 2. SEE ARCHITECTURAL PLANS FOR ALL SLAB STEP DEPTHS IF SHOW SHOWN WITHIN THESE DOCUMENTS. SYMBOL DESIGN DESCRIPTION 3. TOP OF FOOTING ELEVATION (T/F) _ - (1'-4") UNO. 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FILLED CELL NOTES: FOR REQUIREMENTS. 1. SEE PLAN FOR ZO�;E MIDDLE AND END DESIGNATIONS 2. PLACE FILLED CELLS AT ALL BUILDING CORNER, INDICATES BEARING WALL SEE BEARING I I I I UNDER GIRDERS, E OTH ENDS OF EXTERIOR WALL WOOD BEARING SCHEDULE ON SN OPENING, AND WHI=RE INTERIOR BEARING WALLS ARE PERPENDICULAR TD EXTERIOR MASONRY WALL. MASONRY WALL TOP @ 1 O'-Off 3. PLACE 145 IN FIRST TWO CELLS ADJACENT TO GARAGE DOOR OP -NING & ALL OPENINGS 8'-0" & LARGER. FILL CELLS SOLID. 4. PLACE 145 WHERE WOOD BEAMS CONNECT TO MASONRY WALL 5. DO NOT PLACE FILLED CELLS DIRECTLY IN LINE w/ STOVE VENT PLAN KEY NOTES it 12"xl2"CMUCOLUMNSW/4#5VERT TIES @ 12 O.0 a 4" 2500psi SLAB V4/ REINF. PER SO W/ 6 MIL VISQUEEN VAPOR BARRIER & TREADTED FOR TERMITES. EXTERIOR SLABS SLOPE GC. TO COORDINATE EL. BUI _DER NOTE: ANY DISCREPANCY OR -RROR IN DIMENSIONS OR NOTES SHALL BE BROUGHT To THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO COMMENCEMENT OF CONSTRUCTION 125'-0" 33'-4" 36'-0" 7'-8" T-0" T/F= -(2'-0") M03A T/F= -(2'-0") T/F= -(2'-0") \ F3.0 D1F F3.0 F3.0 1 - I I r--- ----------- �--- i i --I 5'-0" 20'-5" 4'-11" I _ r LD1 1 TYP. V-3" 1'-8° FSM1 FS10 r5bb D1 r D1 D1 D2 TVP CORNERS II -------------- ------------- -- I FSM1 I D1 FS21 PAVERS BY I -- ---------- I o D1 OTHERS W/ I I i I I i■ I TOP OF CONC. T/F= CONC. SLAB I , FS21 I I SLAB TO F2.5 _I D1 I GRADE 2'-0" c� I o L I I NO RECESS NO CESI I + i ■ i NO RECE SL - 1 F3.0 FS05 TS I I S05A I I FS2 D1 F3.o C.J. D1 D1� - --- -------� I- Fm/■ -51 M. I I D2 rn I I T/F=-(4'-0") L---- —� L-- ---- --- ----- --J L— ---- I I FS05 L— — J L — J D1 Ii ■ I r 1 I NO RECESS 6'-1" 19'-2" 364" I I L Al T— I I - I ■ I I I c I F D10 I I I I I o C.J. p'-0" — — — — — — C.J. — I T/F=-(4'-0") 04 N FIN. FLR. I I I I F2.5 I ���, I I ■ I I TOP OF CONC. SLAB TO - -� FSM3 I I I GRADE 2'-0" L T —i I U U I ■ I FS11 18'-8" 32'-8" 10'-011 I I I I D1 I r—IJ I ca ----------- I I NO RECESS _ F2.5 S05A F2.5 I ■ ■ ■ I I I -� D1 i r------- ----J °� i I T/F=-(4'-0") r--+-- --------- — �'— 1 C.J. I I F2.5 I ■ I FSM3 FSM3 L----------------- ------------------- -----J 2 L _ I D1 I D1 T 1 ■ I FSM3 FSM3 �I a I I D1 d U D1 O iv I I I T o 1 co Ir cn TYP. °� I 0 0 6-2" 8'-8" 61-2" 91-911 91_911 9 91.91, 9, 81, o� ( ) 2 F2.5 F2.5 ei I F2.5 I F2.5 I F2.5 I I F2.5 - - - -=�') - - T/F= -(4 '-0) T/F= (4'-0 - T/F _(4'-0„) - T/F= ,(4'-0") I ----- — _ - r r-- -I r— -I CA �r— -I r � — r ITOPOF CONC. F3.0 T/F=-2'-0")I I _ I ------ —� ---- ----I --------- - — — — — — — — I SLAB TO ■ ■ F3.0 I I I I I I I I I I I 1 1 GRADE 2'-0" ----- 1---J I - I L 7 -- -- -— --J --------------------------------------------------------------J 1 I ( I cr) I I I TOP OF CONC. TOP OF CONC. o. _o El SLAB TO SLAB TO S31A 1-----4 GRADE VAR. GRADE 2'-0" FD11 D1 T M — .r—F- 0 L--1 1 Yp. L-L 4 3.0 FI FS31 F3.0 T/F=-(2'-0") a I D1 T/F=-(2'-0") F3.0 T/F= -(2- ill T/F=-(2'-0") F LO LO U'�2 z M O O (D Q J j Z wV) CD 4--J w M p O '( O `J N O W m Of U) �ul) _ 04 TC ~ N W _ EO -O N U L »aU ``00 Of FY@ Qm N O N-c It n t- X JAIE 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. LLJ � Lu Q� Z) z aw cn U O Z m w Q� SHEET INFORMATION DATE: 10 / 15 / 2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL Plan Revisions Date: 1 1 DOOR AT BACK LANAI Name FOUNDATION I PLAN FOUNDATION PLAN r 1' SCALE: 3/16" = -0" S1 MAIN FLOOR LEGEND WALL TYPE SYMBOL I DESIGN DESCRIPTION BW# INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN, SEE 2x_ ARCHITECTURAL PLANS FOR WALL WIDTH, I I 2x4 MINIMUM U.O.N. INDICATES BUILT UP COLUMN, SEE C# FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT AND UPLIFT ® CONNECTION SCHEDULE ON SN FOR CONNECTION TO SLAB C#' INDICATES NO BOTTOM CONNECTOR REQUIRED INDICATES AN OPENING HEADER H# CONSTRUCTED PER HEADER SCHEDULE ON SHEET SN INDICATES STRUCTURAL BEAM SEE B# DESIGN AND ATTACHMENT SPECIFICATIONS PER BEAM SCHEDULE ON SHEET SN. INDICATES UPLIFT CONNECTOR. SEE OUPLIFT CONNECTOR SCHEDULE ON SHEET SN CATES WINDOW PRESSURE - O SEE I SO FOR MORE INFORMATION. I INDICATES LINTEL PER LINTEL PLAN L1 FRAMING NOTES: 1. SEE WIND SPEI=D CHART ON SN FOR WINDOW PRESSURES 2. TYPICAL CORNER FRAMING PER DETAIL FB06/D3 GENERAL NOTES: 1. THE FRAMING FLAN SHOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER (DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, AND IS TO SUB \AIT A FINAL SET OF TRUSS ENGINEERING 31GNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR TO FABRICATION 2. ANY DISCREPPNCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS PLAN SHALL BE BROUGHT TO THE ATTENTIO I OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES: FOUNDATION SCHEDULE / COLUMN SCHEDULE / BEARING WALL SCHEDULE / BEAM SCHEDULE / HEADER SCHEDULE / CONNECTION SCHEDULE / FLOOR AND RC OF NOTES. PLAN KEY NOTES SIMPSON HU412 HANGER W/(22) %" X 2 3/4" TITEN TO CIVIL! WALL & (10) 10d COMMON NAILS TO BEAM. CENTER HANGER FROM END WALL. BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ----STOP ----- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. SYMBOL DESIGN DESCRIPTION 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN MASONRY WALL TOP @ 1U-0" ENGINEERED ROOF PER ASCE 7-16 ROOF DESIGN ALLOWABLE COMPONENTS AND RSH CLADDING WIND PRESSURES AND SUCTIONS FOR MEAN ROOF HEIGHT 5 25 ft WIND SPEED (ULTIMATE) 150.0 MPH WIND SPEED (ALLOWABLE) 116.2 MPH EXPOSURE CATEGORY C EFFECTIVE WIND PRESSURE AND SUCTION (PSF) WIND AREA (+) VALUE DENOTES PRESSURE HIP ROOF >20 TO 27 DEG. (SQ FEET) (-) VALUE DENOTES SUCTION [4:12]-[6:12] a=oft AREA ROOF 1 2e 2n I 2r 3 3e 3r HIP 1 -43 90 1 1 -60 59 1 -60 59 10 GABLE -43.86 1 -43.86 1 -69.97 1 -69.97 1 1 -69.97 1-90.23 ROOF NAILING SCHEDULE/ NAILING ZONES (SHINGLE AND TILE): ZONE 1: ASTM F1667 RSRS-01 (8d) NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD ZONE 2e, 2n, 2r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ZONE 3, 3e, 3r: ASTM F1667 RSRS-01 (8d) NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD ROOF SHEATHING: SHINGLE: 1%2" EXP. 1 (32/16) TILE: 15/32' EXP. 1 (32/16) NOTE: 1. PER CODE ASTM F1667 RSRS-01 REFERENCE TO 8d (2 3i$' x 0.113") NAILS 2. WHERE THE SHEATHING THICKNESS IS GREATER THAN 6/32, SHEATHING SHALL BE FASTENED WITH ASTM F1667 RSRS-03 10d (2Yz" x 0.131") NAILS OR ASTM F1667 RSRS-04 (3" x .120") NAILS` 3. GABLES- DROP GABLE END & (1) ADDITIONAL DROPPED TRUSS 2x4 #2 SYP OUTLOOKER 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 [4:121-[6:121 W/ BLOCKING PER NAILING SCHEDULE. L zM O — O zto Q 1 C a z (0 a--� cn w O U _ O N 0 w V) C �N 04 TC ~ N �V U rch W M m @ @ ~ U L O U N !60 co o w LvY cc) '@v am N�o IBD.II.�If ,/rI 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. 00%4 11aAItlllll N. rL E W,r , � a a co• C) iiC, P�'8,750 a^ :. �o20 `=04t :w <0-� Lu uu •• �owZ S� E OF ;U�� JU U) W rr, rr w Q� Z C3 w U) U H � H _ O Z m w QQ N N Q N E c0 Z 2 a` SHEET INFORMATION DATE: 10 / 15 / 2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL ICI Plan Revisions Date: 1 1 DOOR AT BACK LANAI Sheet Name LOW ROOF PLAN LOW ROOF PLAN SCALE: 3/16" = V-0" S2 WALL TYPE ! - i+�rr��nl��rl►•��!_ _ ���I+� �I**� ��I � � !_�'L' 117r �r MAIN FLOOR LEGEND SYMBOL DESIGN DESCRIPTION Bw# INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN, SEE 2x_ ARCHITECTURAL PLANS FOR WALL WIDTH, 2x4 MINIMUM U.O.N. L —IJ INDICATES BUILT UP COLUMN, SEE C# FRAMING PLAN FOR SIZE, DETAIL WF37/SN FOR PLY ATTACHMENT AND UPLIFT ® CONNECTION SCHEDULE ON SN FOR CONNECTION TO SLAB C# * INDICATES NO BOTTOM CONNECTOR REQUIRED INDICATES AN OPENING HEADER H# CONSTRUCTED PER HEADER SCHEDULE ON SHEET SN INDICATES STRUCTURAL BEAM SEE B# DESIGN AND ATTACHMENT SPECIFICATIONS PER BEAM SCHEDULE ON SHEET SN. INDICATES UPLIFT CONNECTOR. SEE OUPLIFT CONNECTOR SCHEDULE ON SHEET SN INDICATES WINDOW PRESSURE - O SEE SO FOR MORE INFORMATION. INDICATES LINTEL PER LINTEL PLAN L1 FRAMING NOTES: 1. SEE WIND SPEED CHART ON SN FOR WINDOW PRESSURES 2. TYPICAL CORNER FRAMING PER DETAIL FB06/D3 GENERAL NOTES: 1. THE FRAMING PLAN E;HOWN INDICATES THE "TRUSS SYSTEM" AND IS THE RESPONSIBILITY OF THE TRUSS SYSTEM ENGINEER (DESIGN PROFESSIONAL OF RECORD). THE TRUSS DESIGN ENGINEER (DELEGATED ENGINEER) HAS FINAL, RESONSIBILITY FOR EACH INDIVIDUAL TRUSS AND TRUSS PROFILE, AND IS TO SUBMIT A FINAL SET OF TRUSS ENGINEERING SIGNED AND SEALED TRUSS DRAWINGS TO DESIGN PROFESSIONAL OF RECORD FOR REVIEW PRIOR 10 FABRICATION 2. ANY DISCREPANCY OR ERROR IN DIMENSIONS OR NOTES WITH IN THIS CLAN SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. 3. SEE SHEET SN FOR DESIGN SCHEDULES AND NOTES: FOUNDATION SCHEDULE / COLUMN SCHEDULE / BEARING WALL SCHEDULE / BEAM SCHEDULE / HEADER SCHEDULE / CONNECTION SCHEDULE / FLOOR AND ROOF NOTES. PLAN KEY NOTES BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---- STOP ----- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES. ISYMBOLI DESIGN DESCRIPTION I 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING I I I I I I WOOD BEARING SCHEDULE ON SN 2x WOOD FRAME WALL ;1-101 TYP. @ AL OPENINGS D3 WINDOW f WF31 II WF31 y✓,s� H2 II II II II H2 A J�JJA A CJ3 II F4G F3 = _ II F2 = = LL — = II F2 = = F3 F4 _ II CJ3B A g CJCJ1 H2 EJo y✓S U II II II 1 D3 °Q fV N G1 HIGH ROOF FRAMING PLAN Of zz —o CD z J z rM cn 4--J w .0 o _ 0 N O w m (A W LO �V) U �" w cu cc J tu C O C Y Q C1 N IBo.IIf !.�'rI 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� ui Q� ::) Z a LLJ U) U H � H - O Z m w QQ SHEET INFORMATION DATE: 10 / 15 / 2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL r� Plan Revisions Date: 1 DOOR AT BACK LANAI Sheet Name HIGH ROOF FRAMING PLAN SCALE: 3/16" = V-0" S3 LINTEL MINIMUM DEPTHS ARE CALLED OUT CN LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER I-INTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL A,ND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL (SEE SHEET L1 FOR LINTEL SCHEDULE). GENERAL INSTALLATION NOTES: 1. PROVIDE FULL MORTAR HEAD AND BED JOINTS. 2. SHORE FILLED LINTELS AS REQUIRED 3. INSTALLATION OF LINTEL MUST COMPLY w/ THE ARCHITECTURAL AND STRUCTURAL DRAWINGS 4. U-LINTELS ARE LOCATED MANUFACTURED w/ 512" " LONG NOTCHES AT THE END TO ACCOMMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VERTICAL DEFLECTION, EXCEPT LINTELS 17'-4" AND LONGER w/ NOMINAL HEIGHT OF 8" MEET OR EXCEED L/180 6. BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM OF THE LINTEL CAVITY 7. 732"0 WIRE STIRRUPS ARE WELDED TO THE BOTTOM STEEL FOR MECHANICAL ANCHORAGE 8. CAST -IN -PLACE CONC, MAY BE PROVIDED IN COMPOSITE LINTELS IN LIEU OF CMU 9. SAFE LOAD RATING BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 53C 10. FLORIDA APPROVAL NUMBER 158.1 11. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EXTERIOR CONCRETE MASONRY WALLS SHALL HAVE A COATING OF STUCCO APPLIED IN ACCORDANCE WITH ASTM C-926 OR OTHER APPROVED COATING 12. LINTELS LOADED SIMULTANEOUSLY w/ VERTICAL (GRAVITY AND UPLIFT) AND HORIZONTAL (LATERAL) LOADS SHOULD BE FOR COMBINE LOADING WITH THE FOLLOWING EQUATIONS: APPLIED VERTICAL LOAD + APPLIED HORIZONTAL LOAD 1.0 SAFE VERTICAL LOAD SAFE HORIZONTAL LOAD GENERAL MATERIAL NOTES: 1. fc PRECAST LINTEL = 3500 P.S.I. 2. fc PRESTRESSED LINTEL = 6000 P.S.I. 3. GROUTED PER ASCM C476 fg = 3000 P.S.I. w/ MAX " 38" AGGREGATE AND 8" TO 11" SUMP 4. CMU PER ASTM C90 w/ MIN NET AREA COMPRESSION STRENGTH = 2000 P.S.I 5. REBAR PER ASTM A615 GRADE 60 6. 270 LOW RELAXATION 716' WIRE PER ASTM A510 7, MORTAR PER ASTM C270 TYPE M OR S GENERAL LINTEL NOTES: 1. AREAS OF BLOCK ABV. MASONRY OPENINGS ARE TO BE GROUTED SOLID TO TIE BEAM, 2. 145 REBAR IN TIE BEAM IS TO BE CONT. THROUGH OUT INCLUDING ABV. MASONRY OPENINGS. U.N.O. 3. ALL STANDARD LINTELS TO HAVE MIN. 4" BEARING EACH END BASED ON CAST CRETE, LOTTS, AND QUALITY LINTEL SPECS. 4. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT FOR FOR APPROVAL. 5. (') ANY LINTEL DEEPER THAN 32" HAS BEEN VERIFIED TO WORK AS A MIN. 32" FOR THE LOAD CONDITIONS. ANY LINTEL GREATER THAN 32" HAS A GREATER CAPACITY AND THEREFORE IS ADEQUATE FOR THE LOADS. 6. G.C. TO VERIFY ALL LINTEL DIMENSIONS IN FIELD. DIMENSIONS SHOWN ARE CLEAR SPAN ONLY GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE. QUALITY AND LOTTS. TOP KNOCK OUT/LINTEL BLOCK COURSE w/145 TOP, MIN GROUT #5 REBAR @ BOTTOM OF LINTEL CAVITY, - — WHEN APPLICABLE — BOTTOM REINF. PROVIDED IN 75i8' ACTUAL LINTEL (VARIES) 8" NOMINAL TYPICAL LINTEL DETAIL TYP. @ I Y F'. CORNERS LINTEL DESIGNATION SCHEDULE MARK I LINTEL DESIGN I MARK I LINTEL DESIGN O 8RF6-0B/1T O O 8F8-OB/1T O F = FILLED w/ GROUT U = UNFILLED CELL R = RECESSED QUANTITY OF #5 O 8RF14-1B/1T O O° 8F16-1 B/1T O REBAR (BOTTOM) 8F16-1 B/1 T 8F20-1B/1T O O O 8RF22-1 B/1 T O — QUANTITY OF #5 REBAR (TOP) O 8F24-1 B/1 T O NOMINAL HEIGHT L NOMINAL WIDTH O 8RF301B/1T O Oi 8F32 1 B/1 T O TYPE DESIGNATION O 8F12-1B/1T O 8RF14-0B/1 T 8F16-0B/1 T 8F20-OB/1 T 8RF22-OB/1 T 8F24-0B/1 T 8RF30 OB/1T 8F32 OB/1T 8F28 1 B/1 T 81`40 1 B/1 T 8F16 2B/2T WALL TYPE SYMBOL DESIGN DESCRIPTION 2x_ INTERIOR BEARING SHEARWALL - SEE BEARING WALL SCHEDULE ON SHEET SN FOR REQUIREMENTS. INDICATES BEARING WALL SEE BEARING WOOD BEARING SCHEDULE ON SN I I I I MASONRY WALL TOP @ 10'-0" Ell Xx LINTEL PLAN SCALE: 3/1611 = 1'-011 zM _ o z00 z�— Q C w � p 0 'U o N 0 w Ln U N N L u ° r' J CO ® cu N F — (U L E CDa) 00 00 U 0 o� �Yco �o co Q °a cw o 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. LLJ r'r �w Q� Z a uj � U OZ m w m� ¢Q LO E M z U N O a` SHEET INFORMATION DATE: 10 / 15 / 2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL jvj Plan Revisions Date: 1 1 DOOR AT BACK LANAI 8' Sheet LINTEL PLAN Sheet No. L 1 I LL� I -g-1— I - -jlj-,, SEE PLAN FOR TOP OF WALL AND LINTEL INFO A I �j , . ' A- - - I . - . 4. 4 4 - - - - - - - - 11 4 A A 4 A PRECAST LINTEL, RECESSED LINTEL AS NEEDED FOR TRANSOM HEIGHT 4 TRANSOM OPENING 41 1- 1 1 FRAME INFILL, BY BUILDER, SEE .4 WF01/L1 FOR MORE INFORMATION PRECAST RECESS LINTEL, OR BUILDER OPTION BELOW 4 4 4 4 41 A' — OPTION: IN LIEU OF PRECAST LINTEL G.C. MAY USE 4 2-2x8 HEADER TURNED SIDEWAYS. ATTACH FIRST A PLY OF 2x8 TO MASONRY WALL w/ HU26 HANGER @ EA. END USING 4-Y4"O x 23/4" TAPCON'S INTO MASONRY & 2-10dxIY2" NAILS INTO HEADER. THEN APPLY THE SECOND 2x8 PLY TO THE FIRST w/ 10d@6" OPENING, SEE PLAN 70, DBL LINTEL @--D' TRANSOM *SIMPSON SP4 w/ (6) 1 Od x 1 1/2" - SP6 FOR 2"x6" WALLS, SP8 FOR 2"x8" WALLS TYP. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/3000 P.S.I. CONC. W/1 #5 DIA. REBAR (U.N.O. ON PLANS) CMU WALL SCALE: 3/4" V-0" Ll _T cq N 36" MIN. LAP 25" MIN. LAP 20" MIN. LAP &.0 01' 1, 00 000" R #5 REINF. BAR W1 17%,, L #3 OR #4 REINFORCEMENT BAR V 8 L #6 REINFORCEMENT BAR L #5 REINFORCEMENT BAR PjkDIUS @ 900 B #6 LAP SPLICE #5 LAP SPLICE #3 & #4 LAP SPLICE 1 (MSO* TYP. REBAR SPLICE SCALE: 314"= V-0" #5 STD. 90* HOOK FILLED CELL w/ 145 1-01 VERTICAL EA. CELL 101 LINTEL, SEE PLAN PRECAST LINTEL, RECESSED . ... . �116"O-S.B. EA. SIDE LINTEL WHEN REQ'D 5-Y2" DIA. x 8""J" BOLT, 2x BLK'G TO O.S.B. NOTE: MAY CUT BACK 2x8 P.T @ 4 MIN. 5 LOCATIONS ce) w/2-8d EA. END TOP TO ALLOW CONT. 2x4 A CONT. WD TRIM EDGEVIEW BLOCKING AROUND CURVED w/ 2 1 TAPCON ANCHOR TO 2x8 M IN. _tTz 2x6 P.T. WD JAMB d4 T Pd 'ING DETAIL CV) Y2"x8" A.B. w/2" WASHERS MIN. 5 PER JAMB, SET IN 2x8 wl 2-16d TOE TYP. FILLED CELL w/ 245. MASONRY NAILS EA. END co VIALL, SEE '/16" OSB w/6d NAILS @ PLAN 16" O.C. TO SIDE AND 2X6 SYP12 P.T. TOP NAILER 2x BUCK, 2x4 SPF CONT. BLOCKING CD SEE MS1 111 ATTACHED TO 3/16" OSB W/ OVERHEAD SECTION DOOR 2-8d NAIL TRACK w/ 3/8"xl)/2" STEEL LAG BOLTS, MIN 6 PER TRACK TO co OPENING, SEE PLAN JAMB, W/ WASHER F01� MASONRY ARCH FRAMING SCALE: 3/4" = V-0" MONO OR STEM WALL FOUNDATION (AS PER PLANS) r% 00 FINISHED GRADE 3" ml 5�so MASONRY TO WD BRG! WALL I SCALE: 3/4�'= V-0" PRFrART I INTF1 FILLFD DOUBLE 2"x TOP PLATE 'SIMPSON SP2 w/ (6) 1 Od TO STUD & (6) 1 Od TO PLATE STANDARD HOOKS SEE MS05 FOR MORE INFO TYP. FILLED CELL W/3000 P.S.I. CONC. W/1 #5 REBAR VERT. (U.N.O.) INTERIOR BEARING WALL INTERIOR SHEAR WALL EXTERIOR FRAME WALL 2"x #2 P.T. (AS PER PLANS) wl 5/8" x 1 0"'S BOLTS OR 5/8" x10" EXPANSION ANCHORS wl 2" x 3/16" PLATE WASHERS & NUTS @ 24- O.C. VERTICALLY OR (6) 1/4" x 3 1/4" TAPCONS @ 16" O.C. VERTICALLY -SIMPSON SSP w/ (4) 1 Od x 1 1/2" TO STUD & (3) 1 Od x 1 1/2" TO PLATE 'SIMPSON SP1 w/ (6) 1 Od TO STUD & (4) 10d TO PLATE 2"x #2 P.T. (AS PER PLANS) W/ 5/8" x 1 0"'J' BOLTS OR 5/8" x 10" EXPANSION ANCHORS W/ 2" x 3116" PLATE WASHERS & NUTS @ 24" O.C. OR (6) 1/4- x 3 1/4" TAPCONS @ 16" O.C. NOTE *FOR UPLIFT AND SHEAR WALLS ONLY - CAN BE OMITTED IF DETAIL CALLOUT SAYS'NO UPLIFT' CROSS REFERENCE CHART SIMPSON SP1 / USP STP22 SIMPSON SP2 / USP SPT24 SIMPSON SP4 / USP SPT4 SIMPSON SP6 / USP SPT6 SIMPSON SP8 / USP SPT8 SIMPSON SSP / USP RSPT6 2x8 LEDGER #2 SYP (P.T. IF MAS.) W/ (3) 16d NAILS TO STUD OR (2) 1/4"x3 1/2" TITENS TO MASONRY @ 16' O.C. 2x8 #2 SYP JOISTS R --*+ @ LANDING @ 16' O.C. w/ SIMPSON S12� GARAGE DOOR INSTALLATION SCALE: 3t4" = 1'4' NOTE: SEE ARCH. DWG'S. FOR ALL RISER AND TREAD DIMENSIONS, HANDRAIL & GUARDRAIL INFORMATION, AND FINISH REQUIREMENTS. ALL HANDRAILS & GUARDRAILS SHALL BE SUPPLIED BY THE CONTRACTOR AND SHALL BE DESIGNED TO RESIST SINGLE LOADING 200-POUND CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP RAIL AS SPECIFIED IN TABLE R301.5 OF THE 2020 FLORIDA RESIDENTIAL BUILDING CODE. NOTCH STINGERS FOR BEARING ON (2) 2x12 HDR FLOOR SHEATHING A35 CLIP OR LUS26 119 (2) 2xl 2 HDR. w/ HANGER EA. SIDE Ij (3) 2x STUDS AT ii�.END FOR BEARING CONNECTION (USE SIMPSON HUC212 FASTENED TO (3) 2x STUDS FOR HANGER CONNECTIO7N) 8"CMU WALL OR (ALIGN W/ BOTTOM OF 2x4 #2 SYP STUDS LOWER STRINGERS) @ 16' O.0 STANDARD (3)2xl2 STRINGERS W/ SIMPSON A35 CLIP AT LANDING (USE (2) SIMPSON A35 CLIPS FOR CENTER STRINGER) R302.7: UNDER STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR ACCESS PANEL SHALL HAVE WALLS UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD TYP. LANDING FRAMING SECTION MIN.(1) 2X STUD @ TOP OF SIDE STRINGER (TYP.) (1) 2X12 #2 SYP SIDE STRINGER EA. SIDE OF STAIR (P.T. IF CMU WALL) - FASTEN TO EA. STUD W/ (3) 16d NAILS (MIN. (3) STUDS) OR TO CMU W/ (2) Y4"XW/2" TITENS/TAPCONS @ 16" O.C. MAX.. (1) 2X1 2 #2 SYP MID -STRINGER UP TO T-1 I - WIDE STAIR (USE (2) 2X12 MID -STINGERS FOR 4'-0" TO 5'-O"WIDE STAIR) - FASTEN MID-STRINGER(S) TO BEAM W/ (2) SIMPSON A35 CLIPS OR SIMPSON LSSU210/USP LSSH21 0 HANGER (2) 2X1 2 #2 SYP BEAM REQ'D @ END OF LANDING FOR STRINGER CONNECTION - BEAR BEAM DIRECTLY ON (3) 2x STUDS OR FASTEN BEAM TO LEDGER W/ (2) SIMPSON HUC212-2/USP HD212-IF HANGERS EA. SIDE MIN. (3) 2X STUDS REQ'D @ END OF LANDING W/ MIN. (6) 16d NAILS FROM LEDGER TO STUD PACK ATTACHMENT REQUIREMENTS SIZE TAPCONS SPACING #ROWS 2x4 3/16" X 3" 12" O.C. 1 2x6 3/16" X 3" 12" O.C. 2 3/16" X 3" 12" O.C. 2 NOTES: 1. TAPCONS TO BE 6" FROM END 2. FASTENING TO WINDOW TO BUCK RESPONSIBILITY OF WINDOW MANUFACTURER 3. 1x BUCKS ARE NOT STRUCTURAL AND SHALL BE USED ONLY AS BLOCKING (MS1 1� MASONRY BUCK INSTALLATION SCALE: 3/4" = V-0" 3/4" PLYWOOD OR OSB FLOOR SHEATHING ATTACHED TO FACE OF PRE-ENGINEERED TRUSS 2x BOTTOM CHORD INSTALL 2x BLOCK BLOCKING BETWEEN EA. SIDE @ CENTER 1 ST TRUSS BAY @ EA. STRINGER STRINGER CONNECTION STANDARD (3) 2x12 STRINGERS W/ SIMPSON A34 CLIP @ LANDING (USE (2) SIMPSON A34 CLIPS EA. END FOR CENTER STRINGER) INSTALL 2x BLOCK EA. SIDE @ CENTER STRINGER CONNECTION STANDARD (3) 2x1 2 #2 SYP STRINGER - SEE GENERAL STAIR FRAMING INFO. 2x FRAMED WALL - LOCATED ASPER ARCH. DWG'S. PRE-ENGINEERED TRUSS - SHIFT SLIGHTLY AS REQ'D. FOR STAIR FRAMING 2x BLOCKING @ EA. STRINGER CONNECTION STANDARD (3) 2x12 STRINGERS W/ SIMPSON A35 CLIP @ STAIR HEAD (USE (2) SIMPSON A35 CLIPS FOR CENTER STRINGER) TYP. HEAD OF STAIR FRAMING SECTION TREAD W/ BULLNOSE SEE ARCH FOR MORE INFO MAX. RISER 7 3/4" MIN. TREAD DEPTH 10" P.T. THRUST BLOCK SECURED TO SLAB w/ 1/4"X3 1/2" TAPCONS @ 16- O.C. VAPOR BARRIER BETWEE�� STRINGER & CONC. SLAB TYP. BASE OF STAIR FRAMING SECTION SEE PLAN FOR PLYWOOD SHEATHING OVER LANDING ATTACHED �PTH OF LA PER GENERAL FLOOR it] 4/L :W7 CONSTRUCTION NOTES SEE PLAN FOR MASONRY WALL OR WOOD WALL (TYP.) S2 9'-0" MAX LANDING LENGTH 16-0" MAX STRINGER I ENGTH TYP. LANDING FRAMING PLAN 2X8 #2 SYP JOISTS @ LANDING @ 16-O.C. W/ SIMPSON LUS26/USP JUS26 HANGER ON EACH SIDE 2X12 #2 SYP (P.T. IF CMU WALL) CONT LEDGER W1 (3) 16d NAILS @ 16" O.C. MAX. TO EACH STUD. ((2) 1/4-X3 1/2" 111 tMW I APCONS @ 16" O.C. MAX. FOR MASONRY WALL) ROUGH OPENING e_ I 25" MIN. 8" NOM. I GENERAL STAIR SECTIONS & PLAN I .wg� SCALE: 3/4" V-0" z Y #5 REBAR IN VERTICAL CELL (FILLED SOLID w/ z 3000 PSI MIN. GROUT) z 2 CMU COLUMN Rop Lu 5 R L EB 7� X- # E L F C 1 3000 PE SEE PLAN t # 0 #5 CORNER DOWELS I N IDE 0 0 INSIDE & OUTSIDE OF V V TIC ERTICAL #5 AS SHOWN 0 P C ST L RECAST LINTEL FILLED w/ GROUT & REINFORCED AS PER PLANS NOTE: MITER LINTELS BY FIELD CUTTING MS2 rMS23 AST CRETE OR QUALITY/ LOTTS LINTEL LOA SPECIFICATIONS SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11%4^111111" OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENG.T.H 8U8 8F8—OB 8F12 —06 8F16-0B 8F20-013 81`24 —08 8F28—OB 8F32—OB 2'- 10" (34") PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 (7) 8672 10294 1 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547(36) 7342(ig) 8733(19) 10127(19) 5'- 10 (70 PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168(45) 6036(ig) 7181 (1g) 8328(2o) 6'- 6 " (7 8 PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039�37) 8825(14) 7'- 6 " (9 0 PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 (4) 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705(37) 6390(47) 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643(38) 4754(45)1 1 l'-4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 14'-8" (176") PRESTRESSED N. R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 15-4" (184") PRESTRESSED N. R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4" (208") PRESTRESSED N. R. NR NR NR NR NR NR NR 300 548 950 1326 1609 1849 2047 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 235 420 750 1037 1282 1515 1716 21'-4" (256") PRESTRESSED N. R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 1468 22'-0" (264") PRESTRESSED N. R. NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 24'-0" (288") PRESTRESSED N. R. NR NR NR NR NR NR NR 129 250 450 654 884 1092 1222 (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GR40 FIELD ADDED REBAR. SAFE UPLIFT LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS 4~11%.4mm OR QUALITY/ LOTTS SAFE LOAD - POUNDS PER LINEAR FOOT ------__TYPE _, 8F8-1T 8F12=8F16-1T 8F20—IT 8F24-1T 8F28-1T 81`32-1T 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T -LENG.T.H 2'-10"(34") PRECAST 1972 3173 4460 5747 7034 8321 9608 1972 3173 4460 5747 7034 8321 9608 3'-6" (42") PRECAST 1569 2524 3547 4569 559 1 6613 7636 1569 2524 3547 4569 5591 6613 7636 4'-0" (48") PRECAST 1363 2192 3079 3966 4853 5740 6627 1363 2192 3079 3966 4853 5740 6627 4'-6" (54") PRECAST 1207 1940 2724 3508 4292 5077 5861 1207 1940 2724 3508 4292 5077 5861 5'-4" (64") PRECAST 1016 1632 2290 2949 3607 4265 4924 1016 1632 2290 2949 3607 4265 4924 5'-10"(70") PRECAST 909 1492 2093 2694 3295 3897 4498 929 1492 2093 2694 3295 3897 4498 6'-6" (78") PRECAST 835 (12) 1340 1880 2419 2959 3498 4038 835 1340 1880 2419 2959 3498 4038 7'- 6 " (9 0 ") PRECAST 727 (23) 1021 1634(12) 2102(11) 2571(lo) 3039(lo) 3508 (9) 727 1166 1634 2102 1 2571 3039 3508 1 9'-4" (112") PRECAST 591 680 1133(15) 1471(15) 1811(15) 2152(16) 2494 (15) 591 851 1326 1705 2084 2463 2842 10'-6" (126") PRECAST 530 552 914 (15) 1185(15) 1458(15) 1732(15) 2007(15) 530 686 1183 1526 1865 2204 2544 1 l'-4" (136") PRECAST 474 485 798 (15) 1034(15) 1272(15) 1510 (15) 1749 (15)1 494 599 1028 1422 1738 2053 2369 12'-0" (144") PRECAST 470 (9) 441 723 (14) 936 (14) 1151(15) 1366(15) 1582 (15) 470 543 928 1349 1649 1948 2247 13'-4" (160") PRECAST 418 (15) 373 606 (14)1 783 (14) 962 (14) 1141(14)1 1321 (14) 428 455 770 1 1145 1444 1718 1 1993 14'-0" (168") PRECAST 384 (15) 346 559 (14) 723 (14) 887 (14) 1052(14) 1218 (14) 410 420 709 1050 1434 (8) 1694 (8) 1954 (7) 14'-8" (176") PRESTRESSED 239 323 519 (13) 671 (13) 823 (13) 976 (14)— 1129(14) 246 390 655 968 1 1324 (8) 1625(11) 1874(11)1 15'- 4" (184") PRESTRESSED 224 302 485 (13) 626 (13) 767 (13) 909 (13) 1052(13) 230 364 609 897 1224 (8) 1562(14) 1801 (14) 17'-4" (208") PRESTRESSED 187 255 404 (12) 520 (12) 637 (12) 754 (12) 872 (12) 192 303 500 732 993 (8) 1268(14) 1470 (14) 19'-4" (232") PRESTRESSED 162 222 347 (11) 446 (11) 546 (12) 646 (12) 746 (12)1 166 261 424 616 1 10571(14) 1 (14) 2 l'-4" (256") PRESTRESSED 142 198 306 393 (11) 480 567 (11) 654 (11) 142 230 369 531 713 (7) 903 (13) 1046(13) 22'-0" (264") PRESTRESSED 1 " 112 295 (io) 378 (ii)j 461 (w) 545 (11) 629 (1,) 137 221 354 508 681 (7) 861 (13) 997 (13) 24'-0" (288") PRESTRESSED 124 175 267 (jo) 341 (jo) 416 (m) 491 (1o) 566 (jo) 124 200 316 450 600 (7) 756 (12) 875 w) (#) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR CR40 FIELD ADDED REBAR. 0 LO z co z z CL z Q) C-/) 4--J Lu u c) C14 0 1E Of co V) U) r_ 04 a) cl) Lu i.— E M ca Ce) C', c) M 0 04 = M 0 U) 8 < 0 CO Lf) cma 0) 04 A 0 D. N C B-D C f0 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. I I I I �jjj '," L E i4,/,r % 0 ......... Lq 0- E 8750 IS w U) w z -tJ -j w STATE 0) F r 2 0 C, 0 41 co .% 0 N' A% - '7411fillit" UJ O� LIJ :D Z a W 0 z 00 w E (a z t 2 CL SHEET INFORMATION DATE: 10/1512021 DRAWN BY: NJ PROJECT NO: 21-6096 REMEWED BY: SL I Plan Revisions Date: I LINTEL CHART & NOTES L2 FTITIM qWKIIIIIIIIINIII M rr ��� w P_wwT-qwrwrMl , .1 1 up FOUNDATION SCHEDULE MARK SIZE DEPTH REINFORCING V-6" x V-6" 11-01, (2) #5 E.W. BOT. 2'-0" x 2'-0" 11-0. (3) #5 E.W. BOT. FF 275 7-6" x 2'-6" 11-0. (3) #5 E.W. BOT. FF3.6] T-O" x T-O" (4) #5 E.W. BOT. 1� 3'-6" x T-6" l.-011 (4) #5 E.W. BOT. FF4.-01 4'-0" x 4'-0- l.-011 (5) #5 E.W. BOT. FF4.51 4'-6" x 4'-6" 1'.4" (5) #5 E.W. BOT. FF57ol 5'-0" x T-O" l'-4" (6) #5 E.W. BOT. [�� 6'-0" x 6'-0" V-15" (8) #5 E.W. BOT. FOUNDATION DEPTH NOTE: • INTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE THE TOTAL DEPTH AND MEASURED FROM THE TOP OF THE SLAB. • EXTERIOR PAD DEPTHS AS LISTED IN THE SCHEDULE ARE TOTAL DEPTH WITH THE BOTTOM OF THE FOOTING TO MATCH THE BOTTOM OF THE CONTINUOUS MONOLITHIC POUR WHICH RUNS THROUGH IT. GENERAL FOUNDATION NOTES: 1 . PROVIDE MIN. 6 MIL. APPROVED VAPOR BARRIER. ALL JOINTS TO BE LAPPED MIN. 6" AND SEALED. 2. 4" 2500 PSI CONC. SLAB WITH Wl.4xWl.4 OVER 6 MIL VISQUEEN VAPOR BARRIER& TREATED FOR TERMITES. 3. GC/ BUILDER, SEE ARCH PLANS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION REQ'D FOR DOORANINDOW INSTALLATION ALONG w/ DIMENSIONS NOT SHOWN ON FOUNDATION 4. CONSULT W/ MANUFACTURER SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS OR SLIDING GLASS DOOR SILLS. 5. NO WOOD STAKES PERMITTED IN FOUNDATION. 6. PENDING SITE CONDITIONS, FOUNDATION MAY HAVE TO BE STEPPED DOWN. SEE FM18/Dl FOR ADDITIONAL INFORMATION. G.C. TO DETERMINE STEP LOCATIONS, IF REQUIRED. 7. STEEL BENDS AND LAP SPLICE SEE FM18/Dl AND FMI91DI 8. ALL EQUIPMENTAND/OR APPLIANCES HAVING AN IGNITION SOURCE SHALL BE ELEVATED A MIN OF 18". CONTRACTOR TO PROVIDE SUCH PLATFORM w/ EITHER MASONRY OR WOOD CONSTRUCTION 9. ASSUMED ALLOWABLE SOIL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (SEE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). IF SOIL CONDITIONS ON THE PROJECT DO NOT MEET OR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO FOUNDATION POUR FOR VERIFICATION OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS, COMPACTED IN 12" LIFTS TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM D 1557 (MODIFIED PROCTOR). 10. R.403.1.4 MINIMUM DEPTH: EXTERIOR FOOTINGS SHALL BE PLACED NOT LESS THAN 12 INCHES (305mm) BELOW THE FINISHED GRADE OF GROUND SURFACE. COLUMN SCHEDULE FIRST FLOOR BASE MARK COLUMN SIZE CONNECTIONS, SEE PLAN FOR UPLIFT(lb) SECOND FLOOR CONNECTIONS FC17 (3) 2x #2 SPF (4)12d TOENAILS NO UPLIFT FC72 (3) 2x #2 SFIF DTT2Z W/ Y2" ATR & (8) Y4"XlY2" 1800 SDSSCREWS FC 37 (3) 2x #1 SYP (4)12d TOENAILS NO UPLIFT DTT2Z w/ Y2" ATIR & (8) Y4" x VVY' 1825 (3) 2x #1 SYP SDSSCREWS Fc--5 4x4 P.T.#2 SYP POST ABU44 w/ %" ATR & (1 2)16d NAILS G = 7570 FIRST/SECOND FLOOR CONN. U = 1900 FC 6 6x6 P.T. #2 SYP POST ABU66 w/ 5/8" ATIR & (1 2)16d NAILS G = 18205 U = 2475 FIRST/SECOND FLOOR CONN. FC7 8x8 P.T. #2 SYP POST ABU88 w/(2)5/8" ATIR & (18)16d G = 23140 FIRST/SECOND FLOOR CONN. U = 2570 FC8 3.5" x 3.5" P.L. 1.8E Fb=2400 PSI HDU5-SDS2.5 w/ %" ATR AND 5645 (14) Y4"&/2" SDS WOOD SCREWS (WOLMANIZED IF EXT.) F691 3.5" x 5.25" P. L. 1.8E HDU5-SDS2.5 w/ %8" ATR AND Fb=2400 PSI (14) Y4"x2 Y2" SDS WOOD SCREWS 5645 (WOLIVIANIZED IF EXT.) Fc-10� 3.5" x 7" P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 w/ 7/8" ATR AND 7870 (20) V'x2l/2" SDS WOOD SCREWS (WOLMANIZED IF E)Cr.) Fc-1 1-1 5.25" x 5.25" P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 w/7/8"ATR AND 7870 (20) Y4"x2 Y2" SDS WOOD SCREWS (WOLMANIZED IF EXT.) 7" x 7" P.L. 1.8E HDU8-SDS2.5 w/7/8"ATR AND FC12] Fb=2400 PSI (20) Y4"x2 Y2" SIDS WOOD SCREWS 7870 (WOLMANIZED IF EXT.) Fc-1-31 5.25" x 7" P.L. 1.8E Fb=2400 PSI HDU8-SDS2.5 w/7/8"ATR AND 7870 (20) Y4"x2 Y2" SDS WOOD SCREWS (WOLMANIZED IF EXT.) GENERAL COLUMN NOTES: 1 . ALL STRUCTURAL LUMBER TO BE SYP#2 OR SPF#2 LINO ON PLAN. 2. MINIMUM BOLT EMBEDMENT: 5" EMBEDMENT FOR 1/2" ATR. 6" EMBEDMENT FOR 5/8" ATR. 8" EMBEDMENT FOR 7/8" ATR. 3. P.L. COL. TO BRG DIRECTLY ON FOUNDATION. CUT BASE PLATE AS REQ'D. G.C. TO PROVIDE MOISTURE BARRIER 4. IF COL. IS CALLED OUT ON 2ND FLOOR, THE BASE CONNECTION IS NOT REQ'D. SEE PLANS FOR BASE CONNECTION 5. VALUES HAVE BEEN REDUCED FOR NARROW FACE APPLICATION. CONNECTIONS SHALL BE INSTALLED ON NARROW OR WIDE FACE PER SIMPSON TC-SCLCLM 2x TOP PLATE WITH 2-ROWS OF 12d @ 3" O.C., TYPICAL 2x4 STUDS, PER PLAN TOP SPLICE 2x4 BEYOND AGAINST 2x8 STUD AT ALL EXTERIOR CONDITIONS ATTACH 2x STUDS TO TOP PLATE w/ 4-16d NAILS (2 ON EA SIDE) 2x8 STUDS, PER PLAN (SIM w/2x6 STUDS) DOUBLE 2x8 PROVIDE 2x4 ON TOP OF 2x8 TO BLOCK TOP PLATE OUT TOP PLATE ATTACH w/ 2-ROWS OF 12d @ 3- O.C. (SOLID BLOCK w/ 2x6) TOP PLATE TRANSITION 2x TOP PLATE WITH 2-ROWS OF 12d @ 3" O.C., TYPICAL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN TOP PLATE SPLICE 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/12-16d NAILS TOP AND BOTTOM AT ALL EXTERIOR CONDITIONS ATTACH 2X STUDS TO TOP PLATE W/ (4) 16d NAILS (2 ON EA. SIDE) TYP NOTE: B0170M SPLICE OVER STUD TOP PLATE SPLICE_ SCALE: 3/4" = V-0" WOOD BEARING WALL SCHEDULE HEADER SCHEDULE SIMPSON - CONNECTOR SCHEDULE MARK STUD CONNECTION & FASTENERS LUMBER UPLIFT MARK HEADER SIZE HEADER NOTES SPACING TOP BOTTOM SPECIES CAP. [plfl (2) 2x6 #2 SYP 1 . VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED. MARK TYPE CONNECTOR & FASTENERS SPF SYP =BWl 16" (2)16d (3) 12d TOENAILS OR (2) #2 SPF NO W/ 7/16" FLITCH PLATE 2. IF HEADER IS ON THE 1ST FLOOR SEE PLAN FOR BEARING FRAMETO HETA16 w/ (9)10d x 1 1/2" OR HETA20 1 Od 1 1/2" 1775 1810 TOENAILS 12d END OR BOX NAILS UPLIFT <@> (2) 2x8 #2 SYP WALL TYPE AND FOLLOW INSTRUCTIONS WITHIN BEARING MASONRY w/ (9) x 7BW27 SP2 w/ SP1 w/ (6) 10d NAILS & #2 SPF 402 w/ 7/16" FLITCH PLATE WALL SCHEDULE FOR REQUIRED CORRECTIONS U.N.O. ON FRAME TO H2.5A W/ (1 O)8d NAILS 535 56 16" (6)10d NAILS ANCHOR BOLTS <@> (2) 2xl 0 #2 SYP PLAN. FRAME (2) SP2 wl (2) SP1 w/ (6) 1 Od NAILS & w/ 7/16" FLITCH PLATE 3. IF HEADER IS ON THE 2ND FLOOR SEE PLAN FOR FRAME TO A W/ x 1015 1040 FBW3 16" #2 SPF 804 (2) 2xl2 #2 SYP INDICATED HEADER CONNECTION FOR REQUIRED FRAME H 1 OA-2 w/(l 8)1 Od x 1 1/2" AT 2 PLY TRUSSES 930 1080 (6)1 Od NAI LS ANCHOR BOLTS <�> wl 7/16" FLITCH PLATE 4. CONNECTIONS. ALL HEADER JACK AND KING STUDS SHALL BE FASTENED FRAMETO MTS12w/(14)10d x 1 1/2"(AT EXTERIOR 850 990 FBW4 16" (2)16d (3) 12d TOENAILS OR (2) #2 SYP NO <@> (2) 1 3/4" x 11 1/4" LVL TO EACH PER DETAIL WF37/SN. FRAME LOCATION INCLUDE (3) 12d TOENAILS) TOENAILS 12d END OR BOX NAILS UPLIFT 2.01E Fb=2600 5. FASTEN ALL MULTI -PLY HEADERS TOGETHER w/ (2) ROWS E FRAME TO MGT w/(22)10d NAILS AND 5/8" A.T.R. w/ 12" 3330 3965 FBW57 16" SP2 w/ SP1 w/(6) 10d NAILS& #2 SYP 439 <@> (2) 13/4" x 9 1/4" LVIL 2,OE Fb=2600 12d COMMON NAILS AT 12" O.C. OR (3) ROWS IF 2xlO OR MASONRY EMBEDMENT W/ SIMPSON "SET" EPDXY (6)10d NAILS ANCHOR BOLTS 2xl 0 #2 SYP LARGER TYP. EACH SIDE OR (2) ROWS 1/4" x 3 1/2" SDS FRAME To HTS20 w/(24)1 Od x 1 1/2" (AT EXTERIOR 1125 1310 FIBW6 16" (2) SP2 wl (2) SP1 wl (6) 1 Od NAILS & #2 SYP 878 <@> (3) w/ 1" FLITCH PLATE WOOD SCREWS @ 16" O.C. TYP. EACH SIDE. FRAME LOCATION INCLUDE (3)12d TOENAILS (6)10d NAILS ANCHOR BOLTS 6. FASTEN ALL HEADERS TO KING STUDS w/ (3) 10d TOENAILS FRAME TO (2) HTS20 w/(48)10d x 1 1/2" (AT EXTERIOR 2250 2620 - PER SIDE. FRAME LOCATION INCLUDE (6)12d TOENAILS FBw7l 12" (2)16d TOENAILS (3) 12d TOENAILS OR (2) 12d END OR BOX NAILS #2 SPF NO UPLIFT 7. IF HEADER IS NOT SPECIFIED CONTACT E.O.R. HGT-2 w/ (16)10d NAILS AND (2) 5/8" A.T.R. FRAME TO w/ 12" EMBEDMENT w/ SIMPSON "SET" 6485 10345 FBW81 12" SP2 w/ SP1 w/ (6) 10d NAILS& #2 SPF 535 HEADER SUPPORT - NUMBER OF JACKS & STUDS REQUIRED AT OPENINGS MASONRY EPDXY (HGT-3 FOR 3-PLY) (6)10d NAILS ANCHOR BOLTS F-BW9 12" (2) SP2 w/ (2) SP1 w/ (6) 1 Od NAILS & #2 SPF 1070 OPENING 2x4 WALL 2x6 OR 2x8 WALL FRAMETO MASONRY FGTR w/ (18) 1/4" x 3" SDS WOOD SCREWS AND (2) 1/2" x 5"TITEN HD ANCHOR BOLTS 3400 4725 (6)10d NAILS ANCHOR BOLTS SIZE JACKS EA END KINGS EA END JACKS EA END -4 KINGS EA END FRAME TO (2) LGT2 W/ (32) 16d SINKERS & (14) BW10 F 12" (2)16d (3) 12d TOENAILS OR (2) #2 SYP NO l'-O" - T-1 1 " (1) (2) (1) (2 MASONRY/ 1/4" x 2 1/4" TITEN (2 PLY TRUSS) 3500-M 3240-F 4060-M 3770-F TOENAILS 12d END OR BOX NAILS UPLIFT FRAME OR (28) 16d SINKERS FOR FRAME (EA) Bw F 12" SP2 w/ SP1 w/ (6) 1 Old NAILS& # 2SYP 585 4'-0" - 8--1 1 " 1 (2) (3) 1 (2) (2) FRAME TO (2) LGT3 w/ (24) 1/4" x 3" SIDS SCREWS 4730-M 6570-M (6)10d NAILS ANCHOR BOLTS 10'-0" - 16'-0" (3) (4) 1 (3) (4) MASONRY/ & (8) 3/8.1 x 5" TITEN (2 PLY TRUSS) 5010-F 6960-F FBW12 (2) SP2 w/ (2) SP 1 w/ (6) 1 Od NAILS & FRAME OR (52) 16d SINKERS FOR FRAME (EA) 12- (6)10d NAILS ANCHOR BOLTS #2 SYP 1170 BEAM TO HU410 OPT HUC410 w/ (18) 16d & (10) 10d G#2680 2x CRIPPLE STUDS @ 16" O.C. w/ (1) SIMPSON SP2 CONNECTOR @ TOP AND BOTTOM. BEAM NAILS U#1 895 CROSS REFERENCE CHART -PROVIDE (3) 2x CRIPPLE STUDS BELOW ANY GIRDER TRUSS BEARING OVER HEADER. BEAM TO HU410 OPT HUC410 w/ (18) TITEN G#4500 SIMPSON SP1 / USP SPT22 SIMPSON SP2 USP SPT24 CONNECT G.T. TO STUD W/ (2) SIMPSON HTS20 STRAPS AND CONNECT BOTTOM OF MASONRY 1/4" x2 3/4" & (110) 1 Od NAILS U#1800 (2) 2x HEADER (U.N.O.) SEE FLOOR PLAN FOR MIN. SIZE. SEE HD/SN FOR STUD TO HEADER w/ (2) SIMPSON HTS20 STRAPS, U.N.O. (IF STUD IS LESS THAN 10" BEAM To HU46 OPT HUC46 w/ (6) 10d NAILS & G#1785 G#3000 CONNECTION INFO. IF HEADER IS WITHIN A WALL w/ NO UPLIFT AS INDICATED TALL THEN USE SIMPSON CS18 INSTALLED FROM BOTTOM OF HEADER, UP STUD, MASONRY/ (12) 1/4" x 2 3/4" TITEN (TO MAS.) U#1 135 U#1 135 IN THE WOOD BEARING WALL SCHEDULE, THE CONNECTORS INDICATED IN OVER TOP PLATE & BACK DOWN OTHER SIDE OF WALL TO BOTTOM OF HEADER - FRAME OR (12) 16d & (6) 10d (FOR FRAME) SYP-F SYP-M WF09 & HD CAN BE IGNORED FASTEN STRAP w/ (2) 1 Od NAILS @ 3" O.C.) -7 T/ WALL MASONRY WALL (2) 2x TOP 7 FRAME TO (2) HETA16 OPT (2) HETA20 1 -PLY w/ (10) 1 Od x 1 1/2" OR 2035 1920 SEE PLAN (SEE PLAN) PLATE HEADER (SEE HEADER AND MASONRY 2-PLY wl (12) 16d 2500 2365 .1 BEAM SCHEDULE FOR 2x TOP PLATE SEE, INT. BEARING WALL SIMPSON FASTENING REQUIREMENTS HTSM 16 w/ (8)1 Od NAI LS AN D (4) 1/4"x2 1/4" 955 1110 WF17/SN FOR ATTACHED TO EXT. LSTA30 EA. END UP- T & SEE PLANS FOR SIZE) FRAME TO TAPCONS ADDITIONAL INFO BEARING WAL L, OF HEADER HEADER (QPT.) MASONRY OR SEE MS03/L2 FOR (CENTER AT HTSM20 w/ (10)10d NAILS AND (4) 1/4"x2 1/4" 2x M I D-SPAN BLOCKING w/ CONNECTION INFO. BOTTOM OF i DOWN -SET TAPCONS 955 1110 (2) 12d TOENAIL @ EA. END 2x STUDS wl NO HEADER)- WRAP OVER 11 EADER(OPl- KING STUD(S) (SEE FRAMETO H10S w/ (8) 8d xl 1/2" NAILS AND (2) 3/8"x4" 780 910 ONLY FOR WALLS TALLER THAN 8'-0" UPLIFT, SEE CHART TOP PLATE AS CHART ABOVE FOR INFO) MASONRY TITEN HD CONNECTOR TOP AND ABOVE FOR O.C. SPACING AND PLAN REQ'D. JACK STUD(S) (SEE FRAME TO DTT2Z w/ (8) 1/4" xl 1/2" SIDS WOOD SCREWS AND (1) 1/2-0 A.T.R. EPDXIED w/ 1835 2145 BOTTOM PER WOOD Im FOR LOCATION AND SIMPSON SP4 WINDOW DOOR CHART ABOVE FOR INFO) MASONRY SIMPSON 'SET" (SEE NOTE #4) BEARING WALL SCHEDULE WALL SIZE. ATTACH w/ (6) 1 Od NAILS "(SEEARCH� OPENINGI '(SEEARCHI , OPENING 0 HTT5 wl (26) 1 Od x 1 1/2" NAILS AND (1) 518"0 STUDS T&B w/ 2-GUN @ 24" O.C. (SP6 FRAME TO A.T.R. EPDXIED W/ SIMPSON "SET" 3740 4350 ANCHOR BOLT(S): 1/2" A.B. I NAILS FOR 2'�(6", SP8 HTT4 w/ (118) 16d x 2 1/2" NAILS MASONRY (SEE NOTE #4 BELOW) OR A.T.R.W/ SIMPSON SET FF FOR 2"x8") "CONNECT SILL PLATE & 5/8"0 A.T.R. EPDXIED W/ 6" MIN. EMBEDMENT (MIN.) BASE FRAME TO HTT4 w/ (18) 16d x2 1/2" NAILS AND (1) 5/8"0 @ 32" O.C. w/ EMBEDMENT! LLLL OF7"MIN.OR1/2"TITEN L? SEE FOUNDATION GIRDER TRUSS (SEE NOTE CONNECTION AT EACH SIDE MASONRY A.T.R. EPDXIED w/ SIMPSON "SET" 3640 4235 w/ 4 1/2" MIN. EMBEDMENT �11` STE FOR FOOTING DIRECTLY TO #1) U.N.O. ON PLANS (IF AT STEP, (SEE NOTE #4 BELOW) 1 7" MIN PAST LOWER SLAB.) ONIL 'IF TYPE&SIZE HEADER w/ (2) 6" MIN. EMBEDMENT PAST FRAME TO H 10S w/ (24) 1 Od xl 1/2" NAILS 770 910 INDICATED WOOD BEARING SIMPSON LOWER SLAB) FRAME WALL OR SHEAR WALL, SEE ( HTS2-0, VANA.,l. FRAME TO HM9KT w/ (4) 1/4"xl 1/2" SIDS WOOD 'x2 760 760 PLAN FOR BEARING WALL/ CROSS REFERENCE CHART MASONRY SCREWS & (5) 1/4 1/4" TAPCONS SHEAR WALL LOCATION NOTES: SIMPSON LSTA30 / USP LSTA30 VGT w/ (16) 1/4"x3" SIDS WOOD SCREWS & GENERAL BEARING WALL NOTES: 1. OPENINGS GREATER THAN 4'-0" PROVIDE (2) 2x SIMPSON SP4 / USP SPT4 FRAME TO MASONRY (1) 5/8"0 A.T.R. EPDXIED w/ SIMPSON "SET" 3555 4940 1 . ALL STRUCTURAL LUMBER DESIGNATED AS SYP SHALL BE SYP #2 AND ALL SILL PLATE W/ A35 CLIPS EACH SIDE. SIMPSON SP6 / USP SPT6 w/ 12" MIN. EMBEDMENT STRUCTURAL LUMBER DESIGNATED AS SPF SHALL BE SPF #2 U.N.O. 2. NO TOPTM SHALL OCCUR OVER SIMPSON SP8 / USP SPT8 (2) VGT w/ (32) 1/4"x3" SIDS WOOD SCREWS 2. SEE FLOOR PLAN FOR WALL SIZE, ASSUME 2x4 STUDS USED LINO. ,�CES OR E HEADER. SIMPSON HTS20 / USP HTW20 FRAME TO & (2) 5/8"0 A.T.R. EPDXIED w/ SIMPSON 5170 7185 3. CONNECTIONS TO BE INSTALLED TO EACH STUD AS INDICATED 3. HO TIONS NOT REQUIRED AT SIMPSON SP2 / USP SPT24 MASONRY "SET" w/ 12" MIN. EMBEDMENT 4. CONTACT E.O.R. IF SP4's, SP6's OR SP8's CONNECTORS ARE SUBSTITUTED, TO BEARINe0NVqECjqeR45LIFT. SIMPSON A35 / USP MPAl VERIFY THEY MEET THE STRUCTURAL REQUIREMENTS. SIMPSON HTT4 / USP HTT45 r(D FRAME TO VGT wl (116) 1/4"x3" SDS WOOD SCREWS & 5. IF "BW" IS INDICATED ON SECOND FLOOR BASE CONNECTION TO BE IGNORED. AT FRAME HDU4-SDS2.5 w/ (10) 1/4"X2 1/2" SIDS WOOD 3285 4565 SEE WF06 AND FB06 OR INDICATED DETAIL FOR PROPER CONNECTIONS FOR 06PEININGS SCREWS & (1) 518"0 A.T.R. i - 2ND FLOOR TO FIRST FLOOR CONNECTIONS. (NOTE: THIS IS FOR 2 STORY HOD SCALE: NONE FRAME TO (2) HTT5 w/ (52) l6d"X2 1/2" NAILS & 8750 10180 PROJECTS ONLY) FRAME (2) 5/8"0 A.T.R. (SEE NOTE #4) 6. IF "SW" IS INDICATED ON PLAN THE WALL IS CONSIDERED A SHEAR WALL AND REQUIRES MIN. 7/16" OSB / PLYWOOD W/8d NAILS @ 4" O.C. IN FIELD AND EDGE BEAM SCHEDULE TO ONE SIDE OF WALL. U.N.O. ON PLANS. 7. ALL 2x EXTERIOR WALLS wl SHEATHING ATTACHED PER NAILING SCHEDULE MARK BEAM SIZE FASTENING SCHEDULE TB13/SN ACTS AS SHEAR WALLS, SEE PLAN AND WALL SECTIONS FOR STUD //\ (2) 2x8 SYP #2 w/ SPACING AND GRADE. I I DRAI '711r-11 n00 Cl 1-rrLJ 8. ALL TOP PLATES AND SILL PLATES SHALL BE THE SAME SPECIES AS THE WOOD PLATE z :5 z GENERAL CONNECTOR NOTES: STUDS. z 00. Z:5 0 a. 1 . CONNECT ALL FLOOR TRUSSES TO INTERIOR BEARI NG WOOD WALLS / BEAMS w/ (2) 12d TOENAILS. 9. IF THE BEARING WALL IS INDICATED WITH THE BW1, BW4, BW7, BW10, THESE (2) 2xl 0 SYP #2 w/ (2) ROWS OF 12d @ 12" O.C. TYP. cj 0 (j 2. ALL TRUSS TO TRUSS CONNECTIONS ARE PROVIDED BY TRUSS MANUFACTURER, U.N.0 ON PLAN. WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT, 7/16" OSB FLITCH EACH SIDE 3. G.C. MAY USE EITHER SIMPSON OR USP CONNECTIONS, SEE FRAMING PLAN FOR CONNECTOR CALL THE STUDS ARE TOE NAILED TO THE PLATE AND THE 2X PLATE CAN BE PLATE. zi < < OUT. ATTACHED WITH HARD CASED NAILS (GUN NAILS) AND WILL NOT REQUIRE THE x u- X u- 4. FOR SINGLE PLY TRUSSES, SCAB ON FULL HEIGHT SYP #1 2"x4" TO TRUSS VERTICAL WEB w/ (2) ROWS ANCHOR BOLT ATTACHMENT INDICATED IN THE BEARING WALL SCHEDULE. (2) 2xl 2 SYP #2 w/ OF 10d NAILS @ 3" O.C. STAGGERED. 7/16" OSB FLITCH 5. MINIMUM A.T.R. EMBEDMENT: 5" EMBEDMENT FOR 1/2" A.T.R. 6" EMBEDMENT FOR 5/8" A.T.R. 8" PLATE. EMBEDMENT FOR 7/8" A.T.R. (IF AT STEP, DEPTH IS FROM LOWER SLAB). 0�> (2) 1 3/4"xl 1 1/4" 2.OE Fb=2600 04 MINIMAL CONNECTOR LINO ON FRAMING PLAN LVIL 04 1 . CONNECTION FOR ALL ROOF / FLOOR TRUSSES TO MASONRY WALLS/ LINTELS/ ICF WALLS LINO ON (2) 1 3/4"xl 17/8" cr 0 PLAN 2x4 SPF#2 wl 2-12d NAILS @ 24" O.C. @ LVL 2.OE Fb=2600 c') 0 u' 0 0 z: 2. CONNECTION AT 24" OR 32" O.C. PENDING VERTICALS FOR ALL FLOOR TRUSSES PARALLEL TO PARALLEL TRUSS CONDITION (2) ROWS 1/4" x 3 1/2" SIDS WOOD uj zz 00 I' 0 00 - MASONRY WALLS SEE DETAIL FB12/D3 FOR MORE INFORMATION LIJ z z 3. CONNECTION FOR ALL HIP JACK (CORNER JACK) TO MASONRY WALLS/ICF WALLS/LINTELS (2) 1 3/4"xl 6" LVL SCREWS @ 16" O.C: TYP. EACH SIDE 0 0 U) -j Z co -j 4. CONNECTION FOR ALL CONTINUOUS RIM BOARD TO TOP OF MASONRY AT 32" O.0 MAX. w/ (2) AT ROOF TRUSS 2.OE Fb=2600 OR (2) ROWS OF 12d NAILS @ 12" z R 0 R EACH CORNER. G.C. TO VERIFY LOCATION DOES NOT CONFLICT w/TJI (IF APPLICABLE) LAYOUT O.C. TYP. EACH SIDE 0 (n -j 0 (3) 2xl 0 SYP #2 wl a. 1:� 0 2) 7/16" OSB FLITCH PLATES CO 02 Q-0 Z) 0 a. M 0 MINIMAL CONNECTOR UNO ON FRAMING PLAN )/4" MIN. SPACE 0 0 SIMPSON DTC w/4-8d NAILS TO 0 0 1. CONNECTION FOR JACK TRUSS TO WOOD WALL OR BEAM TOP PLATE AND 2-8d NAILS @ (3) 1 3/4"x9 1/4" LVL 2.01E Fb=2600 0 0 MINIMAL CONNECTOR LINO ON FRAMING PLAN SLOT @ 4'-0" O.C. MAX 2x STUDS @ 24" O.C. MAX 1. CONNECTION FOR ALL TRUSSES TO INTERIOR/EXTERIOR BEARING WOOD WALLS AND/OR BEAMS 2x PT BOTTOM PLATE 771 GENERAL BEAM NOTES: 1 . VERIFY WITH PLAN CORRECT LENGTH OF BEAMS REQUIRED (MIN 4" BEARING EACH END) 2. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS WF18� NON-BRG INTERIOR WALL 3. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANY WAY WITHOUT WRITTEN SCALE: 3/4"= V-0" APPROVAL FROM THE E.O.R. -N -;Z� 04 ;0 ;0 2-2x4 LAMINATIONS w/ 3-2x- LAMINATIONS w/ 2-ROWS OF 1-ROW OF STAGGERED 10d STAGGERED 16d COMMON WIRE NAILS COMMON WIRE NAILS (ONE INTO EACH OUTSIDE FACE) (D = 0.148", L= 3") OR EQUAL (D = 0. 162", L= 3-1/2") OR EQUAL 4-2x - LAMINATION PROVIDE Y4"0x5Y2" LAG SCREWS AT SAME SPACING AS ABOVE NOTES: 1 . ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN. 2. ALL NAILS PENETRATE AT LEAST 3/4" OF THE THICKNESS OF THE LAST LAMINATION 3. REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFO. MULTI -PLY FASTENING_ SCALE: 3/4" = l'-9' HEADER, SEE PLAN FOR SEE HD/SN FOR ADDITIONAL HEADER w I--- LOCATION AND SIZE INFORMATION 346" O.S.B. EACH SIDE 2x BLOCKIN ILAFTO O.S.B. IEN 2-8d EA. EN EDGE VIEW 3-16d COMMON NAILS, TYP 2x8 wl 2-16d TOE NAILS EA. END OPENING - FRAMING, SEE HD/SN FOR ADDITIONAL INFORMATION wl wi - off -- HEADER, SEE PLAN FOR LOCATION AND SIZE 2 1 '/16" OSB w/6d NAILS @ 16" O.C. -7 A TO SIDE AND TOP NAILER AT 2x w/ 2-16d TOENAILS EA. END 2x4 SPF CONT. BLOCKING ATTACHED TO �'16" OSB w/ 2-8d NAIL 7'-0" MAX OPENING 0 02� WOOD FRAMED ARCH SCALE: 3/4" = V-0" UPLIFT CONNECTOR TYPICAL SEE PLAN GROUT TO BE - FLUSH WITH TOP OF WALL PRECAST "U" LINTEL(S) FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM SIZE & REINFORCEMENT) PROVIDE KNock--auall BLOCK FOR FIRST ;COMPLETE CMU COURSE BELOW SILL & FILL SOLID W/ (1) #5 BAR FOR ALL WINDOW OPENINGS 7' -8- 1 AND LARGER 15/32" OSB EXPOSURE SHEATHIN( PROVIDE BLO( AS REQUIRED SECTION X-X 11 FULL HEIGHT c 9x RIBBON OR BETWEEN FLOOR SYSTEM 0 LO Z z(ou (2)-2x TOP PLATE BEYOND //- 15132"OSB EXPOSURE 1 z SHEATHING 2 yl SOLID 2x BLOCKING @ ALL SHEATHING Lu a Lu UJI EDGES X: U) (SEE SECTION X-X) a Zi U) 0 Z U) OPENING 11 11 I W LLI u- FL 0 < X X E ,-2x STUDS BEYOND. w w SEE PLAN go co 0 K U) ')-,A 0r DACC r3l Arr- DC\/f'%Klr% 0 111=6=1 VERTICAL HORIZONTAL WALL ELEVATION DIAGRAR ..Q" = KIAII PACING 3/4" 1/2" SINGLE NAIL EDGE SPACING /2" U) Ln z Q) C-10 4-j Ljj 0 u 04 0 Lu cl� U) V) v) ul 04 u (1) Lu cl) E 0 w 0 04 q = E: 0 M :S CO :3 -,d co U 0 c (D u- 0) cl 0 2 < 0 M Ill co 0) C14 2 6 LL I,- M U) X 0 Z) < fr I`- 0 0 N c B D c co A U uj 0 CN w 2 M: 0 0-1 8 D. w ILL LL THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PLAN 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 AT ALL PANEL BLOCKING THE WRITTEN CONSENT OF KEESEE LOCATIONS SHALL BE MIN 2 X 4 ASSOCIATES IS STRICTLY PROHIBITED D #2 SPF TURNED VERTICAL W/ PROTECTED BY UNITED STATES AND 7/16" FLITCH PLATE TO W/ (2) 12d INTERNATIONAL LAW. TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL W/ (4) 8d NAILS 04 J# 6 -Z N o 73750 IS \--(2) 8d NAILS @ 3" O.C. Go STAGGERED FOR SHEATHING fr- W F uj co T /j/ W Z _j W VERiICAL BLOCKING 4� r g 0 DOUBLE NAIL EDGE SPACING SECTION X-X -,I otq co .;iffmills WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Y8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". y NAIL AT BASE 2 ROWS @ 4" O.C. W/ 8d COMMON NAIL. rD-l\ \,Dj NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL. 611\ \,�- NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. W/ 8d COMMON NAIL. 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. OU (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END. NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2". DO NOT OVERDRIVE NAILS: FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" I T1313� WALL SHEATHING INSTALL & NAILING SCHEDULE SCALE: N.T.S. UPLIFT CONNECTOR PROVIDE SCREEN WHEN TYPICAL BLOCK BELOW IS NOT (SEE PLAN) - REQUIRED TO BE FILLED. LO 04 STANDARD 90 z E: Lo w x DEGREE HOOK (TYP.) HOOK LINTEL 10" 2 w 0 REINFORCING HOO a--TYP. BOND BEAM INTO SIDE TY 8"x 8"x 16"K.O. VERTICALS ---- LINTEL BLOCK FILL w/ 3000 psi CONC. W/ (1) #5 REBAR BOTH SIDES DIA. REBAR OPENING U.N.O. STD. 90 DEGREE CORNER FILLED PROVIDE STD. wl 3000 psi 90'HOOKW/MIN. GROUT W/ (1) #5 25" LAP SPLIC DIA. REBAR ON EA. END--.,, INDICATES FILLED CELL FROM FTG. TO PROVIDE BEAM W/ (1) #5 KNOCK -OUT IBLOCK FOR FIRST BAR COMPLETE CMU COURSE BELOW 8" x 8"x 16" SILL & FILL SOLID CMU U.N.O. W/(l)#5 BAR TYP. DOWEL j 25" MIN LAP 11' (AC1530) SEE FOUNDATION PLAN FOR SEE FOUNDATION PLAN FOOTING REQUIREMENTS FOR LOCATION Sol� BLOCK WALL REINFORCEMENT_ ) REVISION 10-19-16 SCALE: 1/2"= T-0" FILLED SOLID W/ 3000 PSI GROUT (SEE LINTEL PLAN FOR MINIMUM GROUT TO BE SIZE & REINFORCEMENT) FLUSH WITH STANDARD 90 TOP OF WALL--\ DEGREE HOOK REV. FBC 7TH ED. 2020 SPLICE BETWEEN WALL REINF. & LINTEL TOP STEEL AT EACH SIDE OF OPENING - TYP. CONT. BOND BEAM 8" x 8" x 16" K.O. LINTEL BLOCK FILL w/ 3000 PSI GROUT W/ (1) #5 DIA. REBAR 7 IL ul 04 a. PROVIDE 3"x3" HOLE IN BOTTOM OF PRECAST LINTEL TO EXTEND WALL REINF. THROUGH AS REQ'D. (DO NOT CUT STEEL) I REBAR BOTH SIDES REBAR BOTH SIDES OF OPENING U.N.O. OF OPENING U.N.O. 12" OR LESS INDICATES FILLED CELL FROM FTG. TO BEAM w/ (1) #5 BAR SEE FOUNDATION PLAN FOR' FOOTING REQUIREMENTS SHEAR FRAME SCALE: 1/2" = T-O" REVISION 10-19-16 8" x 8"x 16" CMU U.N.O. TYP. DOWEL 25" MIN LAP (AC1530) SEE FOUNDATION PLAN FOR LOCATION SINGLE OR MULTIPLE WINDOWS LJJ Z 0 cn E M z SHEET INFORMATION DATE: 10/15/20211 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL wl Plan Revisions Date: 1 1 DOOR AT BACK LANAI Sheet Name NOTES & SCHEDULES Sheet No. SN IF11p, 9 GA. LADDER 9 GA. LADDER STYLE STYLE HORIZ. JT. HORIZ. JT. REINF. @ 16" O.C. (VERTICALLY) 8" CMU WALL - SEE PLAN FOR REINF. REINF. @ 16" O.C. (VERTICALLY) 8" CMU WALL - SEE PLAN FOR REINF. PAVERS OVER SLAB OR #5 CONT. @ PER PLAN SLAB LEVEL z z o Y2" EXP. JT. (TYP.) "EXP. JT. TYP. Y2 (TYP.) �� i=17rEA. Z `o _. N SLAB REINF. A5 DOWELS W/ STD. 900 HOOK & MIN. N SLAB REINF. " _ SLAB REINF. - (SEE PLAN) 4 Z a ,= (SEE PLAN) T/ CONC. SLAB EL. PLAN) ,. * 30 LAP SPLICE @ REINF. CELL LOCATIONF.F.E.(SEE (SEE PLAN) T! CONC. SLAB E '- (SEE PLAN) * - `_— -'" - F.F.E.F F E PAVERS F F E ' © , M - - -d' t1 Z U SEE CIVIL DWG'S. FOR - z U - - - - SLAB REIN SEE PLAN - cn z o SITE CONDITIONS o oa Lu w z - � g - - z _ w z W g VAPOR a - - - - #5 DOWELS W/ STD - - O 90° HOOK @ EA. �� co �, , . - SEE STEM WALL - SCHEDULE FOR -� - SC U E O F.C. SPACING *IJ — w o N ai � -_ -_ T/ FTG. = _ (SEE PLAN) T/ FTG. - REINF. CELL LOCATION (EXTEND 1 #5 REBAR 8" O 1 #5 REBAR 8 O SLAB REINF, SEE PLAN _ AND REQ,D '0 FOOTING SIZE U n ., (SEE PLAN) SEE PLAN ( ) DOWELS INTO CONC. THRESHOLD) - SEE • • w F- M J o M W PLAN FOR REINF. '. _ E N s co b" N a =co �- SEE FTG. SEE FTG. U iv Y coo COMPACT SUBGRADE SOILS SEE PLAN SCHEDULE COMPACT SUBGRADE SOILS 2'-8" I SCHEDULE a rn N o PER GEOTECHICAL REPORT PER E TE HI L REPORT FOUNDATION DETAIL THICKENED EDGE THICKENED EDGE PAVERS EXT. DOOR SILL A 0 N C B D C ��� s p® FOUNDATION DETAIL EXTERIOR 8" CMU F S M 1 FS M 3 SCALE: 3/4" 1'-0" F M 03 M 03 FS05 SCALE: 3/4" = 1'-0" = SCALE: 3/4" = 1'-0" SCALE: 3/4" =1'-0" SCALE: 3/4" = 1'-0" THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING #5 CONT. @ COPYRIGHT OF INTELLECTUAL PROPERTY, SLAB LEVEL FILLED CELL ARE RESERVED THE REPRODUCTIONS, SPACING AND COPYING, OR USE OF THIS DOCUMENT 4" REQ'D FOOTING AND/OR THE DESIGN CONCEPT WITHOUT %ASSOCIATES SIZE, SEE FS/D1 THE WRITTEN CONSENT OF KEESEE IS STRICTLY PROHIBITED AND 2x BRG. WALL SEE PLAN is STONE PAVERS OVER SLAB OR CONCRETE SLAB CONC. SLAB PER PLAN z ALTERNATE: THE REINF. BARS SHALL BE CONTINUOUS AROUND CORNER BY COLD PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. FOR MORE INFORMATION _ VENEER w Q g a BENDING THE BAR WITH MIN. BAR LAP OF 25" Y8" SAWCUT x Y4 SLAB SLAB REINF, SEE PLAN SEE ARCH. a Lu SLAB REINF, SEE PLAN WHERE ,�r�� F.F.E. * GRADE _ = Z GRADE F.F.E. STHICKNESS HOWN ON SLAB REINF, SEE PLAN FOUNDATION PLAN `�<<�<<P«LEV�k ` �� E N • ' �' . � ui .•�\C' Sic'•. S e iv SEE STEM WALL - z CV — _ iv - r- :• No Pr73750 : _ Y LO 00 •. * r o 0 • SCHEDULE FOR F.C. SPACING SEE FOUNDATION PLAN; ` . I.. #5 CONT. REINF. w z �` ww w 4" 16" 4" (2)#5 REBAR AND REQ,D FOOTING SIZE '0 FOR FOOTING SIZE & REINFOCEMENT INFO �, SEE FOUNDATION` I PLAN FOR g a ,ATE ^ F o w ;? 0 ,� •,-�^ . P •' ��; 0 < 2 STORY: 20" x 20" • • • • 8 4" —�-- QUANTITY ,�` - r �� C0 �`�' o 0 � ° b" #5x25"x25" CORNER BAR ONE EACH HORIZ. REBAR, TYP. U.N.O. INTERIOR BEARING WALL SECTION PORCH EXTERIOR BEARING PORCH STEP DOWN NON -BEARING TYP CORNER BAR DETAIL CONTROL JOINT F M 10 FS 11 F M 12 Q F M 1 J F M 20 FS21 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: N.T.S. SCALE: N.T.S. W w — VERIFY w/ ARCH. e VARIES SEE ARCH PLANS STEP DIMENSIONS STONE • s VENEER SEE ARCH. SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO. #5 AT 12" O.C. EACH PAVERS OVER SLAB OR SEE PLAN WAY, MIN. 25" LAP SPLICE, TYP. a CONC. SLAB PER PLAN U IT SLAB @ ° ° a ® PORCH a a — CONC. STAIR - SEE ° ARCH. SPECIFICATIONS a TOP OF SLAB EL. FOR TREAD AND RISER DIMENSIONS - - , • - - °' TOP OF SLAB EL. - s - : CMU BLOCK COLUMN a - a ® GRADE d ° = CMU BLOCK COLUMN - - ; a _ _ - - > _ 12" x 12" SHOWN w/ (4) #5 VERT. BARS 0 12" x 12" SHOWN w/ - - _ MIN. SEE FLOOR SEE OTHER - (4) #5 VERT. BARS MIN. SEE FLOOR _ ; ' •' - - - _ - - - a ' - _ PLAN FOR CORRECT - 00 w SECTIONS FOR ® - ao - SIZE FDN. SIZE AND REINF. #5 AT 48" - PLAN FOR CORRECT SIZE _ s*• O. C. a 12" - ° a® ® � #5 CONT CMU BLOCK COLUMN- 8" x 8" SHOWN w/ (2) SEE PLAN • - Q (2) #5 VERT. BARS MIN. SEE FLOOR PLAN JL AdkSEE PLAN FOR CORRECT SIZE FOR • • • = + I A/C CHASE 4" PVC - SLEEVE THRU J STEM WALL - - -, ao SEE FOUNDATION PLAN FI ISH GRADE v FOR FOOTING SIZE & SEE FOUNDATION PLAN - _ = a REINFOCEMENT INFO FOR FOOTING SIZE & - - E REINFOCEMENT INFO - - - - - -_ - _ - - - - z SECTION AT PORCH STAIRS CMU COLUMN W/ PAVERS OR SLAB CMU COLUMN W/ WOOD COL. - - a FS22 FS31 S31 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0° SHEET INFORMATION 12" BELOW DATE: 10 / 15 / 2021 SLEEVE • • GRADE THRU STEM DRAWN BY: NJ PROJECT N0: 21-6096 #5 CONT. @ PROVIDE RECESS SLAB FOR DOOR AS REQ'D. SEE PLAN FOR REVIEWED BY: SL SLAB LEVEL CONC. SLAB PER PLAN z } g IL VERIFY RECESS DEPTH & 2x BRG. WALL SEE PLAN FOR MORE INFORMATION FOUND. INFO Plan Revisions Date: 4�� 8" a a - w w w �- w Z WIDTH w/ MANUF. SPEC'S #5 CONTINUOUS TOP 2-#5's x48" CENTERED @ PIPE TOP 2-#5's x48" 1 DOOR AT BACK LANAI 2 CONCRETE COLUMN FIN. FLR. SEE PLAN FOR STEP AT SLAB LEVEL PENETRATION PVC OR SCH40 SLEEVE CENTERED @ PIPE PVC OR SCH40 SLEEVE k -�-;J:(4)#5VERT. Conc. fc = 4,000 PSI Rebar fy = 60, 000 PSI #s TIES @ OWE SLAB - LOWER SLAB PLUMBING LINE PENETRATION PLUMBING LINE 3 5 - -8" O.C. - - • + - 1 1/2" CL . REINF. BARS : ' 6 - - (TYP.) #5 CONTINUOUS _ 8 SEE STEM WALL SCHEDULE FOR F.C. SPACING • SEE SHEET SO FOR TYPICAL STRUCTURAL NOTES FOR ALL BEAMS • ALL COLUMN CONC. F'c= 3000 PSI MIN. • GRADE 60 FOR ALL STEEL EXCLUDING PAVERS T SLAB LEVEL © / FILLED CELL SPACING AND REQ'D FOOTING SIZE, SEE FS/D1 FILLED CELL SPACING AND REQ'D FOOTING SIZE, SEE FS/D1 p - • • Sheet Name AND REQ,D STIRRUPS WHICH ARE GRADE 40 • • Ea FOOTING SIZE SEE DETAIL RC04 FOR MORE INFORMATION BARS IN 2 LAYERS SHALL HAVE 1" CLEAR - p FOR SIZE &REINF. FOR SIZE &REINF. O U N DAT I O N • BETWEEN LAYERS • • ALL CONCRETE BEAMS & COLUMNS TO BE MECHANICALLY VIBRATED 1w, DETAILS b" CONCRETE COL. TYP. � (STEM) CC1 FOUNDATION PENETRATIONS, TYPICAL SCALE:3/4"=1'_0" INT. BRIG. STEP DOWN FS23 SCALE: N.T.S. Sheet No. EXT. DOOR SILL EXTERIOR BEARING RECESS FS08 SCALE: 3/4"=1'-0" S0C� 5 FS 1 O SCALE: 3/4" = 1'-0" D 1 SCALE: 3/4" = 1'-0" �w I I �Ivl CHORD BRACING MIN. rTB01 BLOCKING TO COMPLY w/APA RECOMMENDATIONS FOR SPAN RATING OF SHEATHING OR USE ALTERNATE TO BLOCKING, PER TB03 THIS PAGE FOR WIND SPEED < 160 MPH ALTERNATE SPAN RATED 32/16" IS THE SPAN RATING THE PLYWOOD THICKNESS Is USED 1/32" IF 1532" is THEN THE ALTERNATE BLOCK IS NOT REQUIRED AT HIP SECTION 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 AT LEAST 90% OF THE WEB. z w 9: 4INIMLIM 2x4 CROSS' IRACING (SEE PLAN :OR LOCATION) I- 12d PER JOINT *DIAGONAL SPACED AT 20'-0" O.C. MAX. SAME SPACING AS BOTTOM CHORD LATERAL BRACING NAIL OVER X-BRACE AS SHOWN. 3-12d NAILS @ EACH TRUSS WEB INSTALL BLOCKING ATTACH WED FOR NAILING sc ?��S BRACING TYP.ICAL nf%l Alf RAAV I)r%- M KAAV REQUIRED MIN. PERMANENT TRUSS BRACING PLAN TB05 SCALE: N.T.S. CONV FRAMING ABOVE 2X4 STUDS & PLATES - @ 24" O.C. EA DIRECTION TYP. UNO 2X6 SPF#2 VERTIC AL SCAB CONV FRAMED RIDGE 2x8 BLOCKING NAILED @ WOOD SHEATHING, FASTENED W/ 4-12d EA SIDE W/ 3-12d WHEN @ 48" O.C. W/ 4-12d TOP SEE TB 1 3/SN MIN WHEN NEXT TO REQ'DW/2-MTS12'S AND BOT OR H5 OR PRE-ENG TRUSS, SEE HCLR/LL IN PLACE: OF 4-12d PRE ENG PLAN 2X8 SYP#2 RIDGE BEAM WOOD TRUSS 2X6 SPF#2 RAFTERS @ 24" CD O.C. W/3-1 Od COMMON TOENAILS TO RIDGE BEAM 2X4 SPF#2 COLLAR TIE D13 TB EVERY 3RD RAFTER BB - 2x4 SPF#2 w/247>3V WOOD SCREWS FA TRUSS PRE-ENG. TRUSS OR H5 @ 48" O.C. W/ BEVEL 1 CUT (OPTIONAL) OF SHEATHING ATTACHED PER CONT. RO SEE SECT 2x DBL TOP PLATE TB13/SN ABOVE CONV. FRAMED AREAS TRUSS BRACING/13LOCKING NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (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 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. 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. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE DEPTH EXCEEDS STANDARD HEEL HEIGHT. <B 6. SEE TYP. TRUSS BLOCKING DETAILS. ALT. BLOCKING 0000 PACES WOOD P 3 TO 4 TRUSS S RE--ENG WOOD SHEATHING, TRUSS WOOD TRUSS DIAGONAL SEE TB13/SN @ 8'-0" MAX I! 2X4 CONT. T @T&B CHORD CONC.MASONRY,- STEEL, OR WOOD SUPPORT, SEE PLAN A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 2X4 BLOCKING �B I BETWEEN TRUSSES j 2x DBL TOP W/ 2-12d NAILS @ EA BRG WALL 2X4 BLOCKING ALTERNATE END, CONT EA BAY SEE PLAN PUkTE DIRECTION, AS SHOWN FASTEN FOR TYPE TO EA. TRUSS W/2-12d NAILS SECTION B-B TYP. WOOD TRUSS BLOCKING @ RAISED HEEL DETAIL BLOCKING/CONV. FRAME DETAILS TB06 CALE: 1/2" = V-0" ( _S1 PRE-ENGINEERED WOOD TRUSS, SEE FRAMING PLAN FOR TRUSS LAYOUT INFO. 2X4 TOP AND BOTT @ 16" O.C. W/ 2-12d NAILS EACH END AND 4-12d NAILS AT EACH INTERSECTION SHEATHING, SEE TB1 3/SN FOR SPECIFICATIONS 2x8 STUDS @ 16" O.C. dk SEE ELEVATION \�F TOP OF WINDOW 2x8 CONT. PLATE SEE PLAN MIN 2x4 SYP OR SPF BLOCKING BETWEEN TRUSSES SECT, A -A G.T. ADD MIN 2X4 ALONGSIDE TOP CHORD WHEN REQ.D TO PREVENT PLYWOOD SPAN FROM EXCEEDING 24" MAX SPAN EITHER SIDE, IF REQ'D ROOF SHEATHING, SEE TB13/SN FOR SPECIFICATIONS PROVIDE 2x4 MIN. BLOCKING AT C OF HIP/RIDGE, TYP. BETWEEN TRUSSES w/2-12d NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS RIPPED 2x4 SYP#2 ,7A NAILED TO TOP CHORD OF HIPPED AN TRUSS W/ 12d NAILS @ 6- O.C. 2-12d NAILS AT 12" O.C. MAX HIP TRUSS HIP G.T. ALTERNATE TO BLOCKING --THING HIP/RIDGE BLOCKING TB03 SCALE: 3/4" = V-0" 2X4 #2 SYP BLOCKING @ 16" O.C. W/ (2) 16D NAILS EA. END. SEE [RSH1 SCHEDULE FOR SHEATHING ATTACHMENTS. IF > 9" 2X4 #2 (MIN. FIRST 4 BAYS) SYP BLOCKING @ 16" O.C. r + 8d NAILS @ 4" O.C. WALL AND ROOF SHEATHING, SEE 2x4 SYP OR SPF CRO SS-x C;�NT. 2X4 #2 TB13/SN FOR BRACE APPROX. 8" FROM 1'\ ". T#2-" )X X SYP W/ 10D X + SPECIFICATIONS RIDGE THEN 48" O.C. AFTER. %\ N\ C. 0. 11319 8" �c. C 2x4 SYP L BRACE FOR NAIL w/ 3-12d @ EACH END & If31 (2;10DX'0.131 + GABLES 3'-O"TO 5'- 11 @ CROSSING AT 45- ANGLE. \-, N, =A /TOENAILS EA. + TALL. 2x6 SYP L BRACE FOR (NOT REQ'D WHEN GABLE IS 6E SIDE 4--1 " OR SHORTER) + GABLES 6-0" AND TALLER. CONT 2X4 SYP OR SPF SPANNING (4) TRUSS + + ATTACH L BRACE W/ 12d NAILS @ 4" O.C. BAYS (8'-0 NAILED W/ + GABLE TRUSS 3-12d TO CHORD (M IN 1 ST 12" LONG 2X4 #2 SYP 4 BAYS) ,FASTEN (1) SIMPSON HGA10 BRACE I T BLOCK AT BRACE CONNECTOR FROM DIAGONAL LOCATION. FASTEN TO 2X4 SYP OR SPF BLOCKING BRACE TO BLOCK/PLATE + SILL PLATE W/ 10d @ 3- BETWEEN TRUSSES @ 48" O.C. 0" O.C. MAX. FASTEN TO EA. NAIL GABLE TRUSS TRUSS W/ 3-12d NAILS EA. Cal TO TOP PLATE W/ END 7PT. IE 16d NAILS @ 4- O.C. P f 2X8 P.T. PLAfE 1/2"x8" ANCHOR BOLT 4 BAYS AT48"O.C. MIN. KNOCK OUT NAIL TOP OF "T"TO GABLE TRUSS W/ COURSE MASONRY WALL 2-12d AND 1 SIMPSON H8 W/ 10-10dx1Y2" NAILS rq -AL U 9=zF 1 i 7LM T ROOF SHEATHING, SEE ITMI — FASTEN (1) SIMPSON HGA10 @ 48" TB13/SN FOR ATTACHMENT L-a:gjl O.C. w/ 8-Y4"x1Y2" SIDS WOOD SCREW OVER JACK TRUSSES, SEE GABLE END TO TOP PLATE BEAM PLAN. FRAMED WALL OR BEAM BELOW, SEE PLAN. I I I M I- @ WOOD FRAMED WALL I I N�I_w � I NAIL TOP OF "T" TO L 2x4'BLOCKING W/ GABLE END BRACE GABLE TRUSS w. 2-12d emeu rOENAILS GE01 SCALE: 3/4" = V-0" AND 1 -SIMPSON H8 W/ 10Dx1Y2"NAILS @DUTCHGABLE SEE ARCH PLAN AND PRE-ENG TRUSS DESIGN SEE NOTE 1 BELOW SHEATHING, SEE TB13/SN FOR SPECIFICATION 2-12d NAILS EA END, TYP 2x4 CONT. BLOCKING w/ 12d NAILS TO EACH TRUSS WEB PRE-ENGINEERED WOOD TRUSS, SEE FRAMING PLAN FOR TRUSS LAYOUT INFO. 2x4 CONT. BLOCKING w/ 2-12d NAILS AT EACH END, TYP KNEEWALL ENTRY WF27 SCALE: 3/4" V-0" - -- ---- ---- ITH GABLE ROOF. 2x6 SYP#2 CONT. w/ 3-#5x4Y2" WOOD OT FOR HIP ROOF. SCREWS @ 16" O.C. MAX. OR IF MASONRY LL USE 3- Y4"xV2" TAPCONS @ 16" O.C. ESIGNED ONLY FOR WA HE INSTALLATION PREFAB PRE-ENG TRUSS F SHINGLE & METAL OR 2X6 SYP#2 @ 24" O.C. OOF FINISH. 12 ROOF SHEATHING SEE PLAN WALL 5-12d NAILS 2X6 TO 2X4 SIMPSON V H3 CLIP L3 2X4 SYP#2 @ 24" O.C. 4'-0" MAX. 2X4 SYP#2 CONT. W/ 2-#5x4Y2" WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 2- Y4`x3Y2"TAPCONS @ 16" O.C. SHED ROOF CONNECTION. SR01— CALE: 3/4" = V-0" S, BRG WALL TYPE PER PLAN 2X2 #2 P.T. MIN, FASTENED PER_L NOTE 2 BELOW CONT 2X4 NAILED TO BLOCKING W/ 2-12d NAILS OVERLAP TRUSS BRACING 6" OVERLAP v- MINIMUM 2X4 SPF OR SYP TRUSS BRACING W/ 3-12d NAIL PER JOINT "SPACED AT 15'-0" MAX TRUSS BRACING OVERLAP TO' 1041 SCALE: 3/4" 1 '-0" I 2'-0" MIN. BETWEEN STEPS z Lu 0 w ui 00 to \�SEE TYP. SECTION z FOR REINF. STEEL �0 p w 0 uwj w U) cn "Z" BARS W/ STD. LAP SPLICE W/ EA. FTG. REINF. STEEL - SEE TYP. SECTION MATCH SIZE & QUANTITY OF FOR REINF. STEEL V-0" FTG. REINF. STEEL AADJACENT STEP CONCRETE FOOTING STEP DETAIL FS551 SCALE: 3/4" V-0" 2x TOP PLATE FRAME OUT TO BLOCK EDGE 2x SYP#2 BASE PLATE TOP KNOCK OUT COURSE ROOF SHEATHING, SEE TB13/SN FOR SPECIFICATIONS TRUSS CONNECTION, SEE PLAN 2x SPF#2 @ 16" O.C. MIN., SEE PLAN EXTERIOR SHEATHING ATTACH PER SHEATHING NOTES ON SN. SHEATH TOP AND BOTTOM OF KNEEWALL OTHERWISE SP2 CLIPS TOP AND SP1 CLIPS @ BASE ARE REQUIRED Y2"X13" ANCHOR @ 32" O.C. AND 6" FROM THE END (D V a) z cl) 0 CD z (0 z 3 < z V) (D Q) c_/3 4-J U-1 u 04 0 Lu .0 CN uj E (u c?) _j M cc")) = as 8 M ai 4) Go 5-6 U 0 c 1:z W M 0 OW 1061 < CD C-4 N C B,D C CMU WALL A 0 VWY Bj D. If/ A L L Y (OPTION) KNEE W ENTR THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE F21 ALE: 3/4" V-0" PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, FIBERGLASS SHINGLES OR TILE ROOF, ARE RESERVED THE REPRODUCTIONS, SEE ARCHITECTURAL PLANS COPYING, OR USE OF THIS DOCUMENT ROOF SHEATHING, SEE RSH SCHEDULE ON AND/OR THE DESIGN CONCEPT WITHOUT FRAMING SHEET FOR SHEATHING AND FASTENERS. THE WRITTEN CONSENT OF KEESEE 77' ASSOCIATES IS STRICTLY PROHIBITED AND I KUb,'� ANUHUK, btt PLAN ROTECTED BY UNITED STATES AND 77- P INTERNATIONAL LAW. STRUCTURAL - I I %%N'� r, L E SF01/D2 %% "\ r� - PRE-ENG WOOD TRUSS L �e U.) `73 7 FILLED CELL - 145 DIA. REBAR W/ 3000,:7 gd N PRECAST "U" LINTEL W/1#5 CONT. z 0 *k w -::D -Z Z _j w 441 Z 0 _j FILLED CELL - 145 DIA. REBAR W/ 3000 Pt PSI CONC., SEE PLAN & FILLED CELL SPACING CHART FOR LOCATIONS (1) #5 CONT. IN SILL GROUTED SOLID FOR MASONRY WALL W/ #5 DOWEL 7" ALL WINDOWS T-8" INTO FOOTING EXTENDED 25" AND WIDER (ACI 530) ABOVE SLAB, SEE PLAN A FOR LOCATION AND ARCH FOR FINISHES, TYP. F.F. 77- 1 �-. z GRADE IL A, FOUNDATION, SEE PLAN 1-STORYWALL SECTION Sol SC :3/4" V-0" ALE SEE ROOF PLAN FOR TRUSS SEE PLAN FOU CONNECTION INFO AND TOP OF BEAM NV LAYOUT DESIGN 2X BEAM W/)/2" FLITCH PLATE, ALUM DRIP EDGE SEE PLAN FOR SIZE AND LUE 0 LOCATION 2x SUB FASCIA CONT VENTED OR SOLID 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 SO. 2. 2x2 #2 MIN. P.T. W/ J-CHANNEL SECURED @ 24" O.C. FASTEN TO: - CMU w/ 3 3/16" x 3" TITEN @ 16" O.C. - WOOD W/ 0. 148"x 3 Y4" @ 16" 0. C. 3. IF] CHANNEL APPLICATION: 2X2 NOT REQUIRED SEE (PA) INSTALLATION GUIDE STRUCTURAL SOFFIT SF01 SCALE: 3/4" = V-0" FOR ALUMINUM SOFFITS >1'-4" BLOCKING REV. 03.26.2021 REQUIRED, FOR SOFFITS <1'-4" MID BLOCKING NOT REQUIRED. VINYL SOFFITS >V-0" SHALL HAVE MID BLOCKING PER R704.2.1 *REFER TO THE PRODUCT APPROVAL FOR INSTALLATION DETAILS.* ROOF SHEATHING PRE-ENGINEERED TRUSSES @ 24" O.C. OR 2X4 SYP #2 BLOCKING TOP & BOTTOM @ 24' O.C. (FASTEN BLOCKING TO SEE PLAN FOR ADJACENT TRUSSES W/ (2) 16d CONNECTION END NAILS OR (4) 12d TOENAILS) 2x8 SYP#2 STUD @ 24" O.C. CONNECTED TO TOP & BOTTOM CHORD OF TRUSS OR BLOCKING W/ 4-12d NAILS SHEATHING, SEE TB13/SN FOR 2x4 P.T. CONT. SPECIFICATIONS BLOCKING TOP & SIMPSON HGAM10KT @ 48" O.C. BOTTOM AND AT EA. END W/ 4- Y4"x 3"SDS SCREWS & 4-1/4"X4" TAPCONS PRECAST LINTEL, 2-2X8 SYP#2 CONT. SEE PLAN - �4POCKET S.G.D. TRACK TYP POCKET S.G.D. FRAMING p SCALE: 3/4- = V-0- 2X4 SYP #2 P.T. FRAMING W/ SHEATHING PER TB13/SN SEE FLOOR PLAN FOR COLUMN SIZE & BASE CONNECTION INFO. SECURE 2X4 P.T. BTM PLATE w/ 5/8"x8" ANCHOR BOLTS SET IN SIMPSON HIGH -STRENGTH EPDXY 6" MIN. EMBEDMENT SQUARE CMU BLOCK BASE W/ 245 VERT. FILLED SOLID, SEE ARCH PLANS MORE INFO. CD z :5 uj Lu U) CD (n z < LLJ Lu fn cn Lu w § BEAM SPLICE CENTERED OVER COLUMN BELOW, SEE PLAN FOR BEAM TO COLUMN CONNECTION MIDDLE SPAN BRICK PAVERS OR SLAB PER FOUNDATION PLAN FASTEN BEAM TOGETHER W/ USP LSTA18 CENTERED ON OUTER BEAM CORNERS NOTE 2 OPTION A FASTEN BEAM TOGETHER HU IF 10BUCKET, SEE PLAN 0 z L NOTE 2T OPTION B �SEE PLAN FOR CANT� SEE FLOOR PLAN FOR COLUMN SIZE AND BASE CONNECTION INFO. OPTION C 1. 2x BEAM w/Y2" FLITCH PLATE, SEE PLAN FOR SIZE AND LOCATION NAIL BEAMS TOGETHER PER BEAM SEE FLOOR PLAN FOR SCHEDULE ON SHEET SN COLUMN SIZE & BASE 2. BEAM SUPPORT SEE PLAN FOR SIZE AND LOCATION CONNECTION INFO. SEE FOUNDATION PLAN FOR MORE INFO ALT. BASE CONDITION SCALE: N.T.S. rCD 1 STEMWALL OR MONOLITHIC tj 'L " ez"'I'l FOUNDATION PER FOUNDATION PLAN, SEE -7=, ALTERNATE BASE FOR N LITHI ND I UJ z a W U) 0 4i 2 E M t 2 a - SHEET INFORMATION DATE: 10/15/2021 DRAWNBY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL Plan Revisions Date: DOOR AT BACK LANAI Sheet Name FLOOR FRAMING DETAILS D2 r7 Nil -1�" '-TRIM' I SIMPSON LSTA30 0 00 STRAP(MAX10 ANGLE) w/ 22-10d NAILS STRAP TO BE BENT OVER TOP PLATE 3" DOWN SET HEADER OPT.: 2X CRIPPLES @ 16" O.C. IF UNDER G.T. (2) 2X CRIPPLE W/ LSTA30 STRAP TO CON14ECT TYP. PLATE TO HDR. OTHERWISE CONNECT CRIPPLES W/ (2) 10d TOENAILS T&B PLYWOOD SHEATHING REQUIRED FROM TOP AND BOTTOIV FULL SHEET MIN. THEN DOWN THE 2-2x TOP PLATE U.N.O. ON PLAN FACE OF THE SIMPSON SP4 w/ 6-1 OdxlY2" JAMB/STUD/HEADER NAILS @ 24" O.C. INSTALLED ON 2-2x HEADER, SEE PLAN FOR EXTERIOR FACE SIZE AND LOCATION AND EXTERIOR WALL DETAIL HD/SN, FOR FRAMING SHEATHING FROM INFORMATION TOP OF WALL TO IF HEADER IS UPSET AND WINDOW BOTTOM OF RIBBON IS LOWER: (1) 2x SILL PLATE w/ (2) ATTACH PER TB13/SN 1 Od TOENAILS. EXTERIOR @ EACH SIDE OF HEADERS OPENINGS LESS THAN WINDOW LOCATIONS 4FT (1) 2x SILL PLATE w/ (2) 10d 3ONT. 2x C TOENAILS. OPENING LARGER THAN RIBBON T&B 4FT (2) 2x SILL PLATE w/ A35 CLIPS EACH SIDE w/ 2x CRIPPLES @ 16" O.C. W/ (2) 10d TOENAILS T&B (2) 8d NAILS @ 3' (PLYWOOD SHEATHING REQ'D T&B) O.C. TO JAMB SILL ATTACHMENT SEE, STUDS & FLOOR DETAIL HD/SN TRUSSES BELOW FLOOR SHEATHING SOLID BLOCKING TO ATTACHED PER TB13/SN MATCH COLUMN SEE WS06/D3 FOR MORE INFO. NOTED ABOVE 0000 FLOOR TRUSS FE LT PAPER OR TRUSS PLATE MASONRY WALL, SEE PLAN HEADER CONN. (NO BASE STRAI SCALE: N.T.S. �y HOO UPLIFT APACITY 3280 Ibs GIRDER TRUSS, SEE PLAN FOR CONNECTION TO BUILT UP COLUMN 2-2x SPF TOP PLATE U.N.O. ON PLAN SEE PLAN FOR BUILT UP STUD COLUMN, MIN OF 3-2x SPF#2 STUDS UNDER 2x BASE PLATE w/ GIRDER FASTEN 2x BASE PLATE w/ - TOGETHER PER WF37/SN 2-12d NAIL @ 12" O.C. 2-12d NAIL @ 12- O.C. FLOORING, SHEATHING1 SEE TB13/SN SIMPSON (2) LSTA30 STRAP (MAX 10- ANGLE) W/ 22-1 Od NAILS STRAP TO BE BENT OVER BEAM 3" MIN. THEN UP FLOOR TRUSS THE FACE OF THE FLOOR GIRDER OR BEAM/COLUMN CENTERED BEAM, SEE PLAN FOR MORE INFORMATION COLIMN CONN. @ BEAM SGO1 SCALE: 3/4" = V-0" SIMPSON LSTA30 STRAP (MAX 10- ANGLE) w/ 22-10d NAILS STRAP TO BE BENT OVER TOP PLATE 3" MIN. THEN DOWN THE FACE OF THE JAMB/STUD/HEADER INSTALLED ON EXTERIOR FACE EXTERIOR WALL SHEATHING FROM TOP OF WALL TO BOTTOM OF RIBBON ATTACH PER TB13/SN @ EACH SIDE OF WINDOW LOCATIONS CONNECTOR NOTES SIMPSON MSTAM36 - FASTEN TO WOOD WITH 7-10d NAILS 1 . @ LINTEL & FILLED CELL LOCATIONS FASTEN w/ (4) Y4"x2 Y4" TITENS 2. @ UNFILLED LOCATIONS FASTEN w/ Y4"xl 3/4" TITENS ONLY WHERE FLOOR TRUSSES ARE 20" TO 26" DEEP INSTALL SIMPSON MSTCM60 - FASTEN TO WOOD WITH (26) 16d SINKERS 1 . @ LINTEL & FILLED CELL LOCATIONS FASTEN W/(14) Y4"x2Y4" TAPCONS 2. @ UNFILLED LOCATIONS FASTEN W/ SIMPSON LSTA30 STRAP (MAX 10- ANGLE) w/ 22-10d NAILS STRAP TO BE BENT OVER TOP ;q PLATE 3" MIN. THEN DOWN THE FACE OF THE JAMB/STUD/HEADER INSTALLED ON EXTERIOR FACE 2-2x SPF TOP PLATE U.N.O. ON PLAN EXTERIOR WALL SHEATHING FROM TOP OF I SIMPSON SP4w/6-10dx1Y2" WALL TO BOTTOM OF RIBBON ATTACH PER NAILS @ 24" O.C. TB13/SN @ EACH SIDE OF WINDOW 2-2x HEADER, SEE PLAN FOR LOCATIONS SIZE AND LOCATION AND DETAIL HID/SN, FOR FRAMING CONNECTOR NOTES INFORMATION (2) SIMPSON MSTAM36 - FASTEN TO WOOD WITH 7 -10d NAILS SILL ATTACHMENT SEE, 1 . @ LINTEL & FILLED CELL DETAIL HD/SN LOCATIONS FASTEN w/ (4) Y4"x2 Y4" TITENS 2. @ UNFILLED LOCATIONS FASTEN w/ SEE WS06/D3 FOR MORE INFO. Y4"x 13/4" TITENS I I N, PLYWOOD FLOORING ONLY WHERE FLOOR TRUSSES ARE 20" ATTACHED PER TB13/SN TO 26" DEEP INSTALL SIMPSON MSTCM60 - FA.STEN TO WOOD WITH (26) 16d SINKERS 1 . @ LINTEL & FILLED CELL LOCATIONS FASTEN W/ (14) Y4"x2Y4" TAPCONS FLOOR TRUSS Y4"x 1 3/4"TITENS FELT PAPER OR TRUSS PLATE Is 10 2x CONT. RIBBON T&B jl�_ MA SONRY WALL, SEE PLAN SOLID BLOCKING TO MATCH COLUMN NOTED ABOVE �1 � ��R C�O N �N. �Sl N�G L ES �TR A�P SH01 I . IF FLOOR TRUSSES ARE 20" TO 26" DEEP CONTRACTOR TO USE SIMPSON M STC M60 STRAP W/ (20) 16d S I N KE IRS & (14) Y4"x2Y4" TAPCONS INSTEAD OF MSTCM40STRAP. 2. AT GARAGE AREA CONTRACTOR MAY USE SIMPSON HTT5 W/ (26) 10d NAILS AND %" EPDXY ANCHOR W/ MIN 6" EMBEDMENT GIRDER TRUSS, SEE PLAN FOR CONNECTION FUPLIFT CAPACITY 1210 Ibs I TO BUILT UP COLUMN 2-2x SPF TOP PLATE U.N.O. ON PLAN COLUMN SEE PLAN STRUCTURAL SHEATHING ATTACHED PER TB13/SN SEE PLAN FOR BUILT UP STUD COLUMN, MIN OF 3-2x SPF#2 STUDS UNDER GIRDER FASTENED TOGETHER PER WF37/SN FLOOR SHEATHING, SEE TB13/SN 2x CONT. RIBBON T&B SOLID BLOCKING TO MATCH COLUMN FLOOR TRUSS NOTED ABOVE MSTCM 40 W/ ELT PAPER OR 14-16D SINKERS & TRUSS PLATE (10)Y4x2Y4TITEN MASONRYWALL, SEE PLAN COLUMN CON N."' MASONRY SG02 SCALE: 3/4"_ V_0" ;XTERIOR/ROOF FSHEATHING, IE SEE TB13/SN FOR ATTACHMENT 2X4 BLOCKING BETWEEN TRUSS CONNECTOR, SEE PLAN TRUSSES & STUDS w/2-12d TOENAILS EACH END. NAILING AREA (TYP) COMMON JACK TRUSS SOLID BLOCKING OR FLOOR FLOOR SYSTEM OR 2-STY FRAMING GT / BEAM, SEE PLAN SIMPSON MST60wn2-16d NAILS CENTERED ON FLOOR SYSTEM 2-2x TOP PLATE NAILING AREA (TYP) COLUMN SEE PLAN BASE CONNECTOR AND FOUNDATION, SEE PLAN rSGO7 2x WALL STUDS PER STUD WALL CHART ON PLAN W/ STRUCTURAL EXTERIOR SHEATHING FROM TOP OF WALL CONTINUOUS TO THE BOTTOM OF BEAMIGIRDER ATTACH PER TB13/SN OR PROVIDE SIMPSON SP1/SP2 CONNECTORS TOP & BOTTOM 2x w/ 12d @ 12" O.C. TO FLOOR BELOW FLOOR SHEATHING FASTEN PER TB13/SN IF WALL SHEATHING IS NOT TO THE BOTTOM OF GIRDER INSTALL SIMPSON LSTA24 STRAP FROM STUDS TO GIRDER BELOW@ 32" O.G. SEE LD02/D3 FOR MORE INFO WOOD BEAM OR G.T., SEE PLAN FOR MORE INFO. PRE-�ENG FLOOR SYSTEM SEE TRUSS LAYOUT FOR TRUSS LOCATION & CONNECTION 114FO TYPICAL WALL SECTION *1 -1 - %) I SCALE: 3/4..=11-01. COMMON JACK TRUSS W/ SIMPSON HUS26 TO CONT. LEDGER BELOW SIMPSON LSTA30 2-2x SPF TOP PLATE U.N.O. ON PLAN STRAP(MAX10 SIMPSON SP4 w/ 6-1 OdxlY2" AN G LE) w/ 22-1 Od NAILS ZZ NAILS @ 24" O.C. STRAP TO BE BENT VER TOP PL T " 2-2x SPF TOP PLATE U.N.O. ON PLAN 2-2x HEADER, SEE PLAN FOR MIN. THEN DOWN THE SIZE AND LOCATION AND FACE OF THE X%" DETAIL HD/SN, FOR FRAMING JAMB/STUD/HEADER NAILS @ 24" O.C. INFORMATION INSTALLED ON 2-2x HEADER, SEE PLAN EXTERIOR FACE FOR SIZE AND LOCATION SILL ATTACHMENT SEE, DETAIL HD/SN SHEATHING FROM IN IN M N TOP OF WALL To SEE WS06/D3 FOR MORE INFO. BOTTOM OF RIBBON ATTACH PER TB13/SN SILL ATTACHMENT SEE, PLYWOOD FLOORING @ EACH SIDE OF DETAIL HD/SN ATTACH ED PER TB13/SN WINDOW LOCATIONS 0� SIMPSON LSTA30 FROM WALL TO PLYWOOD FLOORING BOTTOM OF ATTACHED PER TB13/SN BEAM/G.T. STRAP (MAX 10- ANGLE) W/ 0� 2. @ UNFILLED LOCATIONS FASTEN W/ FLOOR TRUSS 22-10d NAILS STRAP TO BE BENT UNDER FELT PAPER OR " YA"x13%,"TITENS SIMPSON LSTA30 STRAP (MAX 10- ANGLE) W/ 22-10d NAILS STRAP TO BE BENT OVER TOP PLATE 3" MIN. THEN DOWN THE FACE OF THE JAMB/STUD/HEADER INSTALLED ON EXTERIOR FACE EXTERIOR WALL SHEATHING FROM TOP OF WALL TO BOTTOM OF RIBBON ATTACH PER TB13/SN @ EACH SIDE OF WINDOW LOCATIONS RCONNECTOR NOTES SIMPSON MSTAM36 - FASTEN TO WOOD \MTH 7-10d NAILS 1 . @ LINTEL & FILLED CELL LOCATIONS FASTEN W/ (4) Y4"X2 Y41# TITENS 2. @ UNFILLED LOCATIONS FASTEN W/ Y4"xV/4" TITENS ONLY WHERE FLOOR TRUSSES ARE 20" TO 26" DEEP INSTALL SIMPSON MSTCM60 - FASTEN TO WOOD WITH (26) 16d SINKERS 1 @ LINTEL & FILLED CELL LOCATIONS FASTEN wil"(14) Y4"X2Y4" TAPCONS 2. @ UNFILLED LOCATIONS FASTEN W/ BEAM 3 MIN. THEN TRUSS PLATE UP THE FACE OF THE JAMB/STUD/HEADER FLOOR TRUSS 2x CONT. RIBBON T&B MASONRY WALL, SEPARATE SHEATHING FLOOR GIRDER OR SOLID BLOCKING TO MATCH SEE PLAN UNDER WINDOW BEAM, SEE PLAN FOR COLUMN NOTED ABOVE MORE INFORMATION HEADER CONN. (DBL STR F �RC�O N �N. �B �EA �M (S�H 0 sCE H02 SCALE: N.T.S. 2-2x SPIP TOP PLATE U.N.O. ON PLAN SIMPSON SP4 w/ 6-1 OdxlY2" NAILS @ 24" O.C. 2- x HEADER, SEE PLAN FOR 2 SIZE AND LOCATION AND DETAIL HD/SN, FOR FRAMING INFORMATION SILL ATTACHMENT SEE, DETAIL HD/SN SEE WS06/D3 FOR MORE INFO. PLYWOOD FLOORING ATTACHED PER TB13/SN Y4"xV/4" TITENS '--FLOOR TRUSS FELT PAPER OR TRUSS PLATE d 00 2x CONT. RIBBON T&B �k I \-- MASONRY WALL, SEE PLAN SOLID BLOCKING TO MATCH COLUMN NOTED ABOVE SH01 HP:Anpp romi FRTPAPI SCALE: N.T.S. 2x STUDS SEE HD/SN AND PLAN FOR MORE INFORMATION W/ SIMPSON SP1 AND SP2 TOP & BOTTOM 2x CONTINUOUS BASE PLATE W/ MTS12 OR LSTA12 OR WTW12 @ 16" O.C. TO FLOOR TRUSS OR RIBBONS BELOW, SEE WS06/D3 FOR ADDITIONAL INFORMATION t-J ti UPLIFT CONNECTOR, MIN 2x6 SYP#2 CONT. LEDGER J SEE PLAN W/3-V'W/2" SDS SCREWS @ EACH VERTICAL OR AT EACH MASONRY WALL FLOOR TRUSS, MAX 24" O.C. SPACING (IF DOUBLE 2X6 LEDGER IS REQUIRED, USE Y4" x6" SDS WOOD SCREWS) LEDGER CONNECTION LD07 SCALE: 3/4" V-0" CONNECTOR NOTES ORNERFRA G SIMPSON MSTCM40 - FASTEN TO WOOD 2x WITH (14) 10d NAILS STUDS, I . @ LINTEL & FILLED CELL LOCATIONS SEE PLAN 4"X2 Y4"TITENS FASTEN W/ (10) Y BLOCKING, 2. @ UNFILLED LOCATIONS FASTEN w/ SEE FB12/D3 CONNECTOR 1. Y4 X13/4" TITENS A A NOTES /1 3. USE MSTC28 W/ (36) 16D SINKERS 1. WHERE CORNER FACES OVER " A 0jL SEE PLAN WOOD BEAM OR TRUSS FLOOR TRUSS, SEE ONLY WHERE FLOOR TRUSSES ARE 20" FRAMING PLAN FOR TO 26" DEEP INSTALL SIMPSON ADDITIONAL INFO MSTCM60 - FASTEN TO WOOD WITH Y8" GAP MAX. (26) 16d SINKERS 1. @ LINTEL & FILLED CELL LOCATIONS / `_/, OgL SEE PLAN FASTEN w/(14) Y4"x2Y4"TAPCONS I "-r 2. @ UNFILLED LOCATIONS FASTEN w/ EXTERIOR SHEATHING %"x`13/4" TITENS FINISH w/ TOP OF MASONRY ATTACHED PER T131 3/SN FELT PAPER, TRUSS PLATE, OR P.T. MASONRY WALL - MATERIAL rFBO 0 3-2x STUDS COLUMN ATTACHED PER WF37/ N 2X8 SYP # 2 STUDS @ 12" O.C. W/ SIMPSON SPH8 TIES EACH STUD w/ (12) 10d x 1-1/2" TO STUD. DBL 2X8 SYP#2 P.T. BASE PLATE W/ 1/2" EPDXY ANCHOR OR 1/2" JBOLT wl M IN. 7 EMBEDMENT @ 32" O.C. AND 6" FROM EA. END STRUCTURAL SHEATHING ATTACHED PER TB13/D2 (2) 8"x 16" KNOCKOUT COURSE w/(1) #5 CONT. EA. COURSE SEE PLAN T/WALL SEE NOTE 1 LnFILLED CELL SPACING, SEE PLAN. NOTES: 1. GROUT TOP (2) COURSES SOLID WALL SPLICE DETAIL F03 SCALE: 3/4" V-0" STRUCTURAL SHEATHING SEE TB13/SN ---------- VARIES SEE X ROOF PLAN 2X4 CONT. W/ TRUSS OR ROOF SYSTEM 3-12d NAILS EA. WOOD WALL STUD TYP T&B OR TRUSS, SEE PLAN J\IF LD02 SHEAR TRANSFER SCALE: 3/4" = V-0" @ EXT. WALL ROOFIWALL SHEATHING, SEE TB13/SN FOR ATTACHMENT SOLID GROUTED CELLS AT ALL CORNERS, SECTIONS, BELOW GIRDER TRUSS THE MAXIMUM SPACING STATED IN REQUIRED @ EACH FILLED CELL LOCATION VER 4'-0- TALL (FROM TOP OF FTG. TO O TIE INTO VERTICAL BAR AND EXTEND OUT B/ STEM. BE HIGHER CONTACT ENGINEER OF ONSTRUCTION FOR MORE INFORMATION. EQUATE BRACING OF STEM WALL WHEN G IS TAKING PLACE. NER BARS WITH 4'-0" LEGS IN KNOCKOUT RTICAL. GROUTED SOLID WHEN STEM HAN 4'-0" TALL (TYPICAL ALL CORNERS). H IN 6-0" OF POOL OR WATER FEATURE E A MINIMUM 12" BELOW BOTTOM OF POOL ATTACH 1-2x TO (3 SHOWN) . EATER THAN (4) COURSES SHALL BE FULLY GROUTED. COLUMN w/ 2-12d 8. R.403.1.4 MINIMUM DEPTH: ALL EXTERIOR FOOTINGS (BOTTOM) NAILS @ 16" O.C. SHALLBEPLACEDATLEAST 12" BELOW THE UNDISTURBED GROUND SURFACE. 9. EXTERIOR SHORING BY CONTRACTOR AS REQ'D WHEN STEM IS OVER 4'- 0" TALL. STANDARD CORNER A -A STEMWALL SCHEDULE STEMWALL FOOTING DIMENSION (W) & (D) MAXIMUM F.C. SPACING (O.C.) HEIGHT (h) NUMBER/SIZE OF BARS LAT. (D) 1 STRY. (D) 2 STRY (W) 1 STRY. (W) 2 STR7 IN STEM WALL U-0"44' 101, 101, 16" 20" W/ (2) #5 BARS <231# 6-8" >2-4-44" 10.1 10.1 20" 24" W/ (3) #5 BARS 426# 64" >3'4" - 4'-0" 12" 12" 32- 32" W/ (4) #5 BARS 545# 4'-0" >4'-O" - 5-4- 16" 16" 40" 40" W/ (4) #5 BARS CONT. & #5 @ 24" O.C. TRANSV. 906# 2'-8" I SEE FOUNDATION PLAN FOR F.C. SPACING ABOVE SLAB NOTES: LEVEL SEE CHART ABV. -MAX. F.C. 1 . VERTICAL REINF. IN SPACING (O.C.) 4�0q�"� 4��U' JAMBS, WALL INTER LOCATIONS, AND AT VERT. F.C. ABV. FDN. SCHEDULE. (1) #5 HORIZ. CONT. TIED TO PER PLAN SPACING 2. #4 TURN BARS ARE EA. VERTICAL REINF. BAR SEE NOTE #9 FOR STEM WALLS O #4 TURN BAR @ STEM F.F.E.). EACH BAR T WALLS GREATER THAN A MIN. 4'-0" INTO SLA 4'-0" #5 HORIZ. CORNER BARS@ e_ 3. IF STEM IS REQ'D TO 16" O.C. (WALLS GREATE *16" RECORD PRIOR TO C THAN 4'-0" - SEE NOTE 5) O.c 4. G.C. TO PROVIDE AD FIN GRADE- 8" MIN. H UNEVEN BACK FILLIN TOTOPOF C 5. #5 HORIZONTAL COR STRIP FTG. BLOCK @ 16" O.C. VE WALL IS GREATER T COMPACTED CLEAN FIL 6. IF STEMWALL IS WIT IN MAX 12" LIFTS MIN. COVER D SEE NOTE 5 FOUNDATIONS TO B STRIP FTG. W/ QTY OF W OR WATER FEATURE REINF. PER SCH. 7 ALL STEM WALLS GR STEM WALL FOOTING SCHEDULE - SCALE: N.T.S. 2x WALL ATTACHED TO FLOOR TRUSS W/ 2-ROWS OF 12d@12"O.C. MULTI -PLY GIRDER, SEE PLAN PROVIDE BLOCKING FOR NAILING SHEATHING ATTACHMENT GIRDER TO WALL CONNECTION: 1. 2x STUDS W/ SIMPSON H2.5 2. COLUMNS TO GIRDER W/ 8- Y4"x3" SIDS SCREWS 3. 2X4 TOP RIBBON W/ 4-16d NAILS FLOOR TRUSS, SEE LAYOUT BRIG. WALL OVER FLOOR SYSTEM SCALE: 3/4" = V-0" FILLED CELL EA. - PRE -FORMED PVC CONTROL SIDE OF JOINT JOINT BY DUR-O-WAL DA2004 OR OTHER APPROVED MATERIAL El E [i] El BACKER ROD L SASH BLOCK AND CAULKING MASONRY CONTROL JOINT SITE WALL SCHEDULE SITE WALL HEIGHT (h) FOOTING SIZE NUMBER/SIZE OF BARS MAXIMUM DOWEL SPACING 0'-0"-2'-8" 2'-0" V-0" W/ (3) #5 CONT. #5 @72" O.C. >2'-8"-5'-0" T-O" 11-01, W/ (3) #5 CONT. #5 @48" O.C. >5'-O" - T-0" T-4" V-01. w/ (5) #5 CONT. #5 @24" O.C. - 81-0" 4'-0" 1-4- W/ (5) #5 CONT, & #5 @ 32" O.C. TRANSV. #6 @24" O.C. 145 CONT. IN SOLID GROUTED KNOCK -OUT COURSE VERTICAL REBAR W/ MATCHING DOWELS (SEE CHART ABOVE) FOR SIZE AND SPACING) MAINTAIN MIN. 30" LAP SPLICE (SEE CHART ABOVE FOR REINF. INFO) BOT. REINF. CONT. SLAB OR AN co Lu > 0 < I-_ w < w Lu En u 0 LO z z co z < __j U) z V) (D Q) cn u, 04 0 Lu V) Lon C) C14 E M CO V 'c' 8 04 0 00 u a) CD CORE < 0 cm LO F42 6 B D. 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 INTERNATIONAL LAW. 0, ..... 1" uj C, 0 *k uj cn :ZD uj z _j ul (TI or 0 "�'4 0 CO _1C N N\- Z E M z 2' IL uj W INN- z uj c 0 z Im uj < SHEET INFORMATION DATE: 10/15/2021 DRAWN BY: NJ PROJECT NO: 21-6096 REVIEWED BY: SL Vj Plan Revisions Date: 1 DOOR AT BACK LANAI "W'SEE CHART NOTE: 5 SEE GENERAL STEM 6 XAIA WALL NOTE #6 IF WALL 7 IS @ POOL OR WATER LOCATIONS 8 Sheet Name 1. CONTROL JOINTS TO BE LOCATED AT 20'0.C. MAX AND @ ALL CHANGES IN WALL WIDTHS. 2. G.0 TO COORDINATE ALL UTILITIES IN EASEMENT FLOOR SITE WALL DETAIL FS12 SCALE: 3/4" V-1)" FRAMING DETAILS Sheet No. D3 GENERAL NOTES 1 . ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITF ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. THIS SET OF PLANS IS DESIGNED TO BE IN ACCORDANCE WITH FLORIDA PLUMBING CODE. 2. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING FIXTURE MOUNTING HEIGHTS, AND DIMENSIONS. 3. REFER TO ARCHITECTURAL PLANS FOR FIRE RATED FLOOR AND WALL PENETRATION DETAILS. 4. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 5. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. ALL PENETRATION FOR ALL PIPING THRU FLOOR SLAB SHALL BE WATERPROOFED. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY SUPPORTING DEVICES FOR ALL FIXTURES INCLUDED IN CONTRACT OR HEREIN SPECIFIED OR OTHERWISE. 8. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. PIPING EXPOSED SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 9. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 10. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS. ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW AND APPROVAL PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 12. CONTRACTOR SHALL FIELD VERIFY ALL GIVEN MEASUREMENTS PRIOR TO LAYING AND CONNECTING ALL SANITARY AND WASTE PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. 13. ALL SANITARY PIPING OVER 2" IN DIAMETER SHALL HAVE A 1/8" PER FOOT AND ALL SANITARY PIPING 2" OR LESS IN DIAMETER SHALL HAVE A 1/4- PER FOOT SLOPE UNLESS OTHERWISE NOTED. 14. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 15. ALL FLOOR DRAINS SHALL BE PROVIDED WITH TRAP PRIMER VALVE AND FITTINGS UNLESS NOTED OTHERWISE. 16. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 17. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE AND BATTERY OF FIXTURES. ARRESTORS SHALL BE FACTORY -FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-2011. ACCEPTABLE MANUFACTURERS - SIOUX CHIEF, PRECISION PLUMBING PRODUCTS INC., FOR 1-11 F.U.'S PROVIDE PDI-A, 12-32 F.U.'S PDI-B, 33-60 F.U.'S PDI-C, 61-113 PDI-D. 18. AIR CHAMBERS SHALL NOT BE CONSIDERED AN EQUAL TO WATER ARRESTORS AS SPECIFIED. 19. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 20. PROVIDE REDUCED PRESSURE BACKIFLOW PREVENTERS FOR DOMESTIC WArER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. 21. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES AND/OR MAINS SERVING FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. IT IS RECOMMENDED THAT A VELOCITY BETWEEN 5 AND 8 PER SECOND BE MAINTAINED. 22. PROVIDE CLEAN OUTS AS REQUIRED BY CODE AND AHJ. ABBREVIATIONS AD ACCESS DOOR HD HEAD AFF ABOVE FINISHED FLOOR HW HOT WATER APPROX APPROXIMATELY HR HOUR ARCH ARCHITECTURAL INV INVERT ELEVATION AUTO AUTOMATIC LBS POUNDS BLDG BUILDING MIN MINIMUM CD CONDENSATE DRAIN NC NORMALLY CLOSED CLG CEILING NIC NOT IN CONTRACT CO CLEAN -OUT NO NORMALLY OPEN COND CONDENSATE NTS NOT TO SCALE CONT CONTINUATION PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PVC POLYVINYL CHLORIDE CW COLD WATER (CITY) R RISE EL ELEVATION REQ'D REQUIRED ELEC ELECTRIC RM ROOM -F DEGREES FAHRENHEIT SAN SANITARY ECO EXTERIOR CLEANOUT SPEC SPECIFICATION FCO FLOOR CLEANOUT TEMP TEMPERATURE FD FLOOR DRAIN TYP TYPICAL GAL GALLONS V VENT LINE GPH GALLONS PER HOUR VTR VENT THRU ROOF GPM GALLONS PER MINUTE W/ WITH HB HOSE BIBB WCO WALL CLEANOUT PLUMBING LEGEND COLD WATER SUPPLY EQUIPMENT HOT WATER SUPPLY HOT WATER RETURN SAN- SANITARY PLUMBING SPECIFICATIONS PART 1 GENERAL 1.1 SECTION INCLUDES A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. 1.2 SCOPE A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE SUPERVISION, OPERATION, METHODS AND LABOR FOR THE FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL PLUMBING INSTALLATION. B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED AND INCLUDED FOR THE PROPER INSTALLAMON OF THE WORK. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE ARCHITECT/ENGI NEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE REDUCERS WHERE EQUIPMENT CONNEC11ONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN THE DIRECTION OF FLOW). G. EXAMINATION OF BIDDING DOCUMENTS: 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND NOT LATER THAN TEN (110) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER FOR INTERPRETAT10N OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY OTHER METHOD. H. SUBSTITUTIONS: 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 3. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS SPECIFIED IN BID DOCUMENTS. 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY THE ENGINEER. 1.3 REGULATORY REQUIREMENTS A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. 1.4 CUTTING AND PATCHING A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. A BALL VALVE -fZ4- CHECK VALVE, HORIZONTAL SWING CAPPED LINE HOSE BIBB - - - SAN- - - SANITARY UNDERGROUND ------------ VENT DIRECTION OF FLOW IN PIPE 0 PIPE UP PIPE DOWN B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING AND PATCHING WHICH EFFECT: 1. INTEGRITY OF WEATHER PROOFING MATERIALS. 2. EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. 3. VISUAL QUALITIES OF SIGHT. 4. WORK OF OWNER OR SEPERATE CONTRACTOR. C. NO STRUCTURAL ELEMENTS TO BE CUT WITHOUT PRIOR APPROVAL OF THE ARCHITECT. PART 2 PRODUCTS 2.1 PIPE HANGERS AND SUPPORTS A. MANUFACTURERS: 1. B-LINE 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT PRODUCTS. A) MICHIGAN HANGER. B) PHD. 2.2 HOT WATER WATER PIPING INSULATION A. MANUFACTURERS: 1. ARMACELL 2. AEROCEL B. FLEXIBLE CLOSED CELL ELASTOMERIC THERMAL INSULATION TUBULAR FORM. ASTM C 534 TYPE 1 GRADE 1. 25/50 FLAME SPREAD & SMOKE INDEX. C. INSULATION THICKNESS 3/4-. 2.3 SANITARY & STORM SEWER PIPING, ABOVE AND BELOW GRADE: A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2855. 2.4 WATER PIPING, ABOVE GRADE A. CPVC PIPING & FITTINGS: ASTM D1784 PIPE COMPOUND CELL CLASS 24448. 1. JOINTS: ASTM F493 SOCKET TYPE WITH SOLVENT CEMENT ASTM F402 NSF INTERNATIONAL APPROVED MFG. COMPATIBLE. 2. FLOWGUARD GOLD CPVC PIPE AS MFG. BY NOVEON INC. PART 3 INSTALLATION A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER JOINTING DISSIMILAR METALS. C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. D. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT INTERFERE WITH USE OF SPACE. E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO VALVES AND FITTINGS. H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE ARCHITECTURAL SECTION. 1. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO ENSURE PROPER SLOPE AND COVER. J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO NEW WORK TO ENSURE PROPER SLOPE AND COVER. K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH PRIMER TO WELDING. L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. M. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH-201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI-A, FOR 12-32 FU'S PDI-B, 33-60 FU'S PDI-C, 61-113 FU'S PDI-D. 0- FLOOR CLEANOUT 0 2-WAY EXTERIOR CLEANOUT --i I WALL CLEANOUT SHOCK ABSORBER PLUMBING SPECIALTIES SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. CONN. CONN. CONN. CONN. / MODEL # WC-11 WATER CLOSET 3w INTEG. 2" in - AMERICAN STANDARD MADERA 15- RIM HEIGHT, 1.6 GPF, TOP SPUD FLOOR MOUNT VITREOUS CHINA, SIPHON 2234001.020 JET, 6047161.002 MANUAL FLUSH VALVE, BEMIS 1955SSC STATITE SEAT WC-2 WATER CLOSET 3" INTEG. 2" 1" - AMERICAN STANDARD MADERA 16 1/2" RIM HEIGHT, 1.6 GPF, TOP SPUD, FLOOR MOUNT VITREOUS CHINA, ADA 3043001.020 SIPHON JET, AMERICAN STANDARD 6047161.002 MANUAL FLUSH VALVE, BEMIS 1955SSC STA-TITE SEAT UR-1 URINAL 2" 2" 1-1/2- 3/4- - AMERICAN STANDARD LIP 17* AFF. VITREOUS CHINA, WHITE, WALL HUNG WASHOUT FLUSH URINAL COMPLETE ADA 6561.017 WITH 3/4- TOP SPUD AND WALL HANGERS. 'SLOAN' ROYAL FLUSH VALVE #186-0.5 (0.5 GALLON PER FLUSH). 'ZURN' Z1221 CAST IRON, FLOOR MOUNTED CARRIER. L-1 LAVATORY 1-1/2- 1-1/4- 1-1/2- 1/2- 1/2- AMERICAN STANDARD COUNTERTOP TYPE, OVAL, SELF -RIMMING, VITREOUS CHINA LAVATORY WITH CONCEALED 2 HANDLE FAUCET 0419.444 FRONT OVERFLOW. FAUCET: 'BANNER' #311-1.5, 4" CENTERS, METAL TWO -LEVER HANDLES. POP UP STRAINER WITH TAILPIECE, C.P. BRASS P-TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P-TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. PROVIDE LAWLER 1070 POINT OF USE MIXING VALVE. L-2 LAVATORY 1-1/2- 1-1/4- 1-1/2- 1/2- 1/2- AMERICAN STANDARD LUCERNE 20" x 18" WALL HUNG, VITREOUS CHINA WITH INTEGRAL BACKSPLASH. ADA 0355.012 'BANNER' #501, 4" CENTERS, C.P. METAL, SINGLE -LEVER HANDLE FAUCET. POP-UP SINGLE LEVER FAUCET STRAINER WITH TAILPIECE, C.P. BRASS P-TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT` ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P-TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. 'ZURN' 1231 CAST IRON FLOOR MOUNTED CARRIER FITTING WITH CONCEALED ARMS. PROVIDE LAWLER 1070 POINT OF USE MIXING VALVE. SH-1 SHOWER 2* 2" 1-1/2- 1/2- 1/2- SYMMONS SHOWER ENCLOSURE SPECIFIED ON ARCHITECTURAL DRAWINGS. TEMPTROL PRESSURE C-96-300-X BALANCING VALVE WITH SINGLE BLADE LEVER HANDLE, INTEGRAL VOLUME CONTROL, AND ZURN FD2210 ADJUSTABLE STOP SCREW TO LIMIT HAND TURN. ADJUSTABLE SHOWER HEAD, ARM AND FLANGE. ADJUSTABLE PVC FLOOR DRAIN WITH NICKEL CHROME PLATED STRAINER. SH-2 SHOWER 2* 2" 1-1/2- 1/2- 1/2- SYMMONS SHOWEROFF SHOWER LIMITER VALVE WITH INTEGRAL STOP, 1/2- IPS BACK CONNECTION OUTDOOR INSTALLA11ON 3-310-R AND ESCUTCHEON WITH REAR MOUNTING. FRE-FLO INSTITUTIONAL SHOWER HEAD WITH ADJUSTABLE SPRAY. BACK PLATE AND THRU BOLTS FOR EXTRA THICK WALL. ALL MOUNTING FASTENERS FOR VALVE AND HEAD ARE VANDAL RESISTANT HEX SOCKET TYPE. PROVIDE 1.5 GPM FLOW RESTRICTOR. EWC-1 ELECTRIC WATER COOLER 2" 1-1/2- 1-1/2- 1/2- ELKAY LOWER BUBBLER 36"AFF; UPPER 417AFF. WALL/FLUSH MOUNTED CAPACITY TO DELIVER DUAL LEVEL EZSTL8C 8 GPH OF 50*F. WATER WITH INLET TEMP. OF 80*F AND ROOM TEMP. OF 90*F., STAINLESS STEEL BASIN & PEWTER VINYL W/ 1/5 HP.,120V, 60 CYCLE, 1 PH. W/ OVERLOAD PROTECTION 1 1/2- P-TRAP STOP VALVE, CORD & PLUG. ZURN #Z1225-BL CAST IRON FLOOR MOUNTED CARRIER FITTING WITH BEARING PLATE. MS_ 1 MOP SINK SO 3" 1-1/2- 3/4- 3/4' FIAT 24"x24"xlO* HIGH MOLDED STONE RECEPTOR, W/ FIAT #830-AA FAUCET MOUNTED IN MSB 2424 WALL ABOVE FIXTURE. COMPLETE WITH VACUUM BREAKER, HOSE THREAD OUTLET & BUCKET HOOK, INTEGRAL STOPS AND MOUNTING BRACKET. PROVIDE COMBINATION STAINLESS STEEL DOME STRAINER AND LINT BASKET, 3-CAULKED OUTLET, CAULK WITH SILICONE SEALANT AS REQUIRED. HB-1 HOSE BIBB 3/4" - WOODFORD HOSE CONNECTION FOR NON-FREEZING AREAS WITH VACUUM BREAKER ENCLOSED IN A B24 FLUSH MOUNTED WALL BOX. HB-2 HOSE BIBB 3/4- - WOODFORD HOSE CONNECTION FOR NON-FREEZING AREAS WITH VACUUM BREAKER. ANTI -SIPHON 24 SA SHOCK ARRESTOR - - SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PD1 CERTIFIED. 650 SERIES TPV_i TRAP PRIMER VALVE 1/2- - PRECISION PLUMBING CORROSION RESISTAN BRASS TRAP PRIMER, 1/2" COLD WATER INLET AUTOMATICALLY PRODUCTS OPERATED BY PRESSURE DROP OF 10 PSIG. PR-500 AAV- 1 AIR ADMITTANCE VALVE 1-1/2- - - STUDOR AUTOMATIC AIR ADMITTANCE VALVE WITH VENTED ACCESS PANEL. LOCATE FULLY TEC-VENT ACCESSIBLE. FD-11 FLOOR DRAIN SEE PLAN 1/2 - ZURN DURA-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE STANDARD ROUND ZN411513-CP MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE 'B' POLISHED NICKEL BRONZE STRAINER. PROVIDE 1/2" COLD WATER TRAP PRIMER CONNECTION AND CHROME PLATED BRONZE TOP. FCO FINISHED FLOOR CLEANOUT SEE PLAN - - ZURN "LEVEL-TROL" ADJUSTABLE FINISHED FLOOR CLEANOUT, DURA-COATED CAST IRON BODY Z1400 WITH GAS AND WATERTIGHT ABS TAPERED THREADED PLUG, AND ROUND SCORIATED SECURED TOP. ADJUST TO FINISHED FLOOR (COORDINATE TOP FINISH WITH ARCHITECT). WCO WALL CLEAN -OUT SEE PLAN - - ZURN CAST IRON CLEAN -OUT TEE, DURA COATED BODY, GAS AND WATERTIGHT ARS TAPERED Z1446 THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ECO EXTERIOR CLEANOUT SEE PLAN - - - ZURN HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. Z-1400-HD SEE PLANS FOR PIPE SIZE CONNECTION. IMB- 1 ICE MAKER BOX 1/2" - OATEY VALVE 24"AFF. HIGH IMPACT PLASTIC BOX W/ DIMENSION OF 9" HIGH x 10 3/4" WIDE. #38811 PROVIDE 1/2" FIP INLET x 1/4* OD OUTLET COMPRESSION ANGLE VALVE. SUPPLY CONNECTION SIZE SHALL BE 1/2- OD. COORDINATE ALL VALVE BOX LOCATIONS WITH ARCHITECT PROIR TO INSTALLATION. S-2 SINK 2n 1-1/2- 1-1/2- 1/2- 1/2- ELKAY LUSTERTONE ADA COMPLIANT 33x22 DOUBLE COMPARTMENT SINK, 6" DEEP, 18 GAUGE, 2 COMPARTMENT LRAD33226 3HOLE, TYPE 304 SS, SELF RIMMING, T&S B2731 SINGLE CONTROL LEVER HANDLE, DAYTON D1125 BASKET STRAINER, TAILPIECE, P-TRAP & CONTINUOUS DRAIN FITTING. PROVIDE ANGLE STOPS, SUPPLIES & ESCUTCHEONS. GARBAGE DISPOSAL: ISE BADGER 5XP 3/4 H.P. QUIET DURA-DRIVE INDUCTION MOTOR. HD- 1 HUB DRAIN SEE PLAN - WATTS EPDXY -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE BACKWATER VALVE FD100-A7-Gl-8 MEMBRANE CLAMP AND ADUSTABLE COLLAR WITH SEEPAGE SLOTS AND 7" TYPE "A" NICKEL BRONZE STRAINER, OVAL FUNNEL, BACKWATER VALVE DW DISHWASHER 1/2* 1/2- BY OTHERS REFER TO ARCHITECTURAL DRAWINGS FOR DETAILS. BFP- 1 BACKIFLOW PREVETER - 1-1/4- - WATTS #LFOO7 3/4- REDUCED PRESSURE ZONE ASSEMBLY W/ (2) ISOLATION VALVES AND (2) BRONZE BODY TEST COCKS. CAST IRON BODY WITH BRONZE SEATS. NOTE: ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WATTS "FLOODSAFE" AUTO -SHUT OFF CONNECTOR TYPE SUPPLY RISERS WITH BRAIDED STAINLESS STEEL CONNECTORS. THIS SHALL INCLUDE ALL FAUCETS, TOILETS, WASHING MACHINES, DISHWASHERS & ICE MAKERS. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO WASHING MACHINES, ICE MAKERS AND DISHWASHERS. RECIRCULATING PUMP SCHEDULE UNIT # TYPE GPM HEA?0FT. H CONN. SIZE MOTOR DATA SELECTION BASED ON: REMARKS INLET OUTLET WATTS RPM VOLT PH. MANUFACTURER MODEL HWRP-1 IN -LINE 5 15 3/4- 3/4- 92 2940 120 1PH BELL & GOSSETT NBF-18S PROVIDE AQUASTAT ELECTRIC WATER HEATER SCHEDULE FIRST HOUR VOLTAGE/ APPROX. MANUFACTURER UNIT # LOCATION GALLONS KW RATE PHASE DIMENSIONS SHIP WT. NOTES (LBS) MFG MODEL # EWH- 1 JAN 108 30 4.5 48 208V - 10 47-1/2" H x 119-1/4"0 92 RHEEM PROE30 T2 RH95 SEE BELOW NOTES: 1. PROVIDE EACH WATER HEATER WITH PROPERLY SIZED WATTS PLT-5 THRU 20 EXPANSION TANK OR WATTS SERIES 530C CALIBRATED PRESSURE RELIEF VALVE, AND ALL GAUGES, HEAT TRAPS, THERMOSTATS, THERMO EXPANSION VALVE, TEMPERATURE AND PRESSURE RELIEF VALVE AND SHUT-OFF VALVES AS REQUIRED BY LOCAL CODES AND MFG'S RECOMMENDATIONS. 2. PROVIDE MINIMUM 2-1/2- DEEP 28 GAUGE ALUMINUM DRAIN PAN. 3. WATER HEATERS, AS SPECIFIED, COMPLY WITH FLORIDA BUILDING CODE. CONTRACTOR SHALL INSTALL PER MANUFACTURER'S SPECIFICATIONS. Z W 0 z 00 w 10 :2 '45 E ca z 2 n_ _j LL U) _j w N SHEET INFORMATION DATE: 10/19/2021 DRAWN BY: AM PROJECT NO: 20-6001 REVEWED BY: SAS 7 Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION Sheet Name PLUMBING LEGEND,NOTES CA# 26308 121270.00 & AlkINGENUITY ABBREVIATIONS ENGINEERS,INC. Sheet No. 14pp "PROACTIVE ENGINEERING SOLUTIONS" P0. 1 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 3/16" = V-0" REFERENCE NOTES 0 j" HW & CW DOWN. O" HW & CW DOWN. O" CW DOWN. " CW DOWN. Q 1i" CW DOWN. © j" CW DOWN TO HB-1 FOR POOL EQUIPMENT AND POOL AUTO FILL. COORDINATE LOCATION WITH GENERAL CONTRACTOR. Oj 3/4" CW DN IN WALL ROUTE PIPE UNDERGROUND FOR OUTDOOR SHOWER ($1U— . GC TO COORDINATE WITH POOL CONTRACTOR FOR LOCATION. ® 2-1/2" CW SUPPLY RISER O SHUT—OFF VALVE IN VALVE BOX 10 2-1/2" CW SUPPLY UNDERGROUND. SEE CIVIL DRAWINGS FOR CONTINUATION. 11 1-1 /4"HW DOWN. 12 1 "HW DOWN. 13 J"HW DOWN. 14 PROVIDE ACCESS PANEL. 15 1 "CW DOWN. 16 1-1/4"CW AND 1-1/4"HW DOWN TO EWH-1. CA# 26308 I21270.00 Alk INGE NU I TY Moir ENGINEERS, INC. "PROACTIVEENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 3001 ORLANDO, FLORIDA 1407.398.6007 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. okkiillllil!////p N C E w K ui �,a lLr Somlith A. bawraei Plo. "412 uj M w Z J W `` II ill 0 Z N mw m� Q Q Q E co a SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: AM PROJECT NO: 20-6001 REVIEWED BY: SAS Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION FLOOR PLAN PLUMBING PRESSURE P2.1 .<<' I `iy SH_1 I i I �' i �=ice• ` '' CW DOWN TO HB-1 FOR _ I yam/ I I EQUIPMENT AND POOL AUTO 1.--2 I 1=1 I I I ; COORDINATE LOCATION WITH GENERAL CONTRACTOR. \ < I �\ "wc-1 H13_1 I J rr UR_ 11 UR_1 i d* POOL FILL. \` BFP-1 3/4" CW DN IN WALL. ROUTE PIPE UNDERGROUND FOR OUTDOOR SHOWER. GC TO COORDINATE WITH POOL CONTRACTOR FOR LOCATION. 2_2 HWRP_ 1 I I. W ' ' SH_1 wc_2 -'<-, ; i - MS_ 1 HB 1 /i- RISER DIAGRAM 'oo"/ , I' � . r V my Y 1 W 3" — 1 CA# 26308 N. C. B. L' s a XG 139) 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. Nx%%111111111111 o n 1 N o 4l c � LD �Ct v0 Soigllth A SayxasW4 No. 66412 i6 U) Q E m z U N O a` SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: AM PROJECT NO: 20-6001 1 REVIEWED BY: SAS 1 ivl Plan Revisions Date: 1 11 1 10/18/2021 OWNER REVISION 1 PLUMBING 121270.001 RISER Adik INGENUITY Moir ENGIN EERS, INC. TIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD SL SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 DIAGRAMS P3.0 SOIL PIPE — SEE PLA11 PLANS FOR SIZE FINISHED FLOOR —\ COMBINATION WYE & 1/8 BEND THREADED BRASS CLEANOUT WITH COVER TO MATCH FLOOR, SEE ARCHITECTURAL FOR FLOOR FINISHES. EXTENSION PIECE ELEVATION FLOOR CLEANOUT DETAIL NOT TO SCALE SINK WALL —AIR ADMITTANCE VALVE 4" MIN. INSECT SCREEN CABINET ;]__SANITARY TEE P—TRAP ►� — FINISHED FLOOR 2 PIPE DIA. MIN.—/ 4 A SANITARY — AIR ADMITTANCE VALVE DETAIL NOT TO SCALE WATER LINE 1/2" CW LINE SEAL FLOOR AT DRAIN FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE — SEE PLAN PLANS FOR SIZE ACCESS PANEL SHUT-OFF VALVE TRAP PRIMER VALVE FINISHED CONCRETE DISTRIBUTION UNIT THREAD BRASS CLEANOUT 1/2" CW LINE FINISHED GRADE COVER W/RECESSED SLOT FINISHED FLOOR FLASHING FLOOR SLAB TWO WAY EXTENSION PIECE (SIZE AS NEEDED) CLEANOUT FITTING ---, t" SANITARY SYSTEM (TYPICAL) TRAP PRIMER FLOOR DRAIN DETAIL NOT TO SCALE LOOP PUMP DISHARGE HOSE & FASTEN TO UNDERSIDE OF COUNTER DISHWASHER In \ A \ I SINK PUMP DISCH. FIN. FLR. CONTINUOUS PRESS. DUAL CHECK VALVE BACKFLOW PREVENTER AUX. DRAIN INLET COUNTERTOP TAIL PIECE W/AUX DISHWASHER INLET 1,,,�-- TO SANITARY DRAIN DOM. HOT WATER SUPPLY W/SHUTOFF VALVE TO DISHWASHER DISPOSAL TYP. DISHWASHER/DISPOSAL/SINK PLUMBING DETAIL NOT TO SCALE 0 ELEVATION TWO WAY CLEANOUT DETAIL NOT TO SCALE IN —LINE CIRCULATING THERMOMETER GAUGE PUMP SEE SPECIFICATION (0-200 DEG) AQUASTAT FOR DIAL TYPE PRESSURE GAUGE CONTROL OF PUMP - 1--� (0-100 PSIG) H� GAUGE COCK FLOW y_ FOR CONTINUATION AND SIZE, SEE FLOOR PLAN BALL VALVE UNION CHECK VALVE REDUCING TEE (OR TEST PLUG FOR INSERTION OF GAUGE) HOT WATER RECIRCULATING PUMP DETAIL NOT TO SCALE RECIRC. PUMP SEE DETAIL AND THERMAL RELI F VALVE 41 SCHEDULE. WATTS MOD. # 530C — HWR �-- - - ---------------- 4 CW ------------------� HW ' BALL VALVE — (TYPICAL) UNION i (TYPICAL) — HEAT TRAP (TYPICAL) PROVIDE MINIMUM 2—INCH DEEP 24 GAUGE GALVANIZED SHEET METAL OR 60 MIL IMPACT —RESISTANT PLASTIC DRAIN PAN. --- FINISHED FLOOR TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE PIPE, FULL SIZE OF T&P RELIEF VALVE AND THERMAL RELIEF VALVE DRAIN VALVE DISCHARGE T&P & THERMAL RELIEF VALVE ABOVE DRAIN PAN WITH INDIRECT CONNECTION 2" PROVIDE DRAIN LINE WITH PLATFORM SEE INDIRECT CONNECTION TO ARCHITECTURAL DRAWINGS RECEPTOR OR FLOOR DRAIN. NOTE: PROVIDE VACUUM RELIEF VALVE ON CW SUPPLY ABOVE FOR BOTTOM FED WATER HEATERS. TALL ELECTRIC WATER HEATER WITH RECIRCULATIMG PUMP DETAIL NOT TO SCALE TEST TEE— FINISHED WALL SURFACE ACCESS COVER AND FRAME THREADED CLEANOUT PLUG WALL CLEAN OUT DETAIL NOT TO SCALE CA# 26308 I21270.00 Alk I N G E N U I T Y Moir ENGINEERS, INC. "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 3001 ORLANDO, FLORIDA 1401398.6007 W� �w Q� Z a W � U H � H - O Z m w mg QQ y, a E z A) 2 n LL J J CL N SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: AM PROJECT NO: 20-6001 REVIEWED BY: SAS IF Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION Sheet Name PLUMBING DETAILS P4.0 ELECTRICAL SYMBOLS LEGEND LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) 0 EVX MERGENCY ' IUAORESCENT STLIGHTING FIXTURE CONNECTED TO 4 LIGHT FIXTURE WALL MOUNTED. 0 LIGHTING FIXTURE - (NL) NIGHTLIGHT. I-0 LIGHTING FIXTURE - WALL MOUNTED WALL WASH / ACCENT FIXTURE - CEILING MOUNTED ®t EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION - CEILING MOUNTED EMERGENCY LIGHT WITH INTEGRAL BATTERY PACK - DUAL HEAD 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. DATAXOMM 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. ® DATA/COMM OUTLET FLUSH MOUNTED IN FLOOR. N❑ TELEVISION OUTLET. MOUNT 18 " ABOVE FINISHED FLOOR. SERVICE AND DISTRIBUTION i BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE MOUNTED, LION. 3M M FUSED DISCONNECT SWITCH.3-POLE, 30AMP ASTERISK INDICATES TO FUSE ACCORDING TO MANUFACTURERS RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R RATED OUTDOORS. 3-R m, COMBINATION STARTER/DISCONNECT SWITCH 3-POLE, 30AMP, FUSED. NEMA SIZE 1 NEMA RATED NDOORS, NEMA 3R RATED OUTDOORS. mm UTILITY TRANSFORMER I'TVSSI TRANSIENT VOLTAGE SURGE SUPPRESSOR. SECURITY SYSTEM ® CARD READER (WP) WEATHERPROOF ® CALL BOX (WP) WEATHERPROOF ' SECURITY SYSTEM CONTROL PANEL (SSCP) POWER (SEE ELECTRICAL SPECIFICATIONS FOR MOUNTING HEIGHTS.) =0 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 =@Wp "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. OJ WALL MOUNTED JUNCTION BOX (SIZE AS REQUIRED PER N.E.C.). OEF MOTOR (EF) EXHAUST FAN PC PHOTO CELL (� Wp ELECTRICAL SERVICE SHUNT TRIP BREAK GLASS STATION SQUARE "D" CLASS#900 1-K 15 W/ CLASS 9001-K25 STAINLESS STEEL COVER PLATE. ENGRAVE "SERVICE DISCONNECT" MOUNT 7'-0" AFF./WEATHERPROOF HOUSING ® GROUND BAR BY OTHERS. FIRE DAMPER/SMOKE ALARM CONNECTION. 120e 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. ABBREVIATIONS A - AMPERES EMS - ENERGY MANAGEMENT SYSTEM KCMIL - THOUSANDS OF CIRCULAR MILLS A/C - AIR CONDITIONING EMT - ELECTRICAL METALLIC TUBING KVA - KILOVOLT -AMPERES AC - ALTERNATING CURRENT EF - EXHAUST FAN KW - KILOWATT AFF - ABOVE FINISHED FLOOR EWC - ELECTRIC WATER COOLER LED - LIGHT EMITTING DIODE AFG - ABOVE FINISHED GRADE EX - EXISTING LTG - LIGHTING AHU - AIR HANDLING UNIT FA - FIRE ALARM MCP - MOTOR CIRCUIT PROTECTION AWG - AMERICAN WIRE GAUGE FACP - FIRE ALARM CONTROL PANEL MCU - MASTER CONTROL UNIT C - CONDUIT FBC - FLORIDA BUILDING CODE N - NEUTRAL CH - COUNTER HEIGHT GFI - GROUND FAULT INTERRUPTER NA - NOT APPLICABLE CM - CARBON MONOXIDE GND - GROUND NEC - NATIONAL ELECTRICAL CODE CONC - CONCRETE GRC - GALVANIZED RIGID CONDUIT NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION COND - CONDUIT HVAC - AND AIR CONDm6NING NGTILATING NFPA NATIONAL FIRE PROTECTION CU - COPPER ASSOCIATION IWH - INSTANTANEOUS WATER HEATER _ DISC - DISCONNECT NF NON -FUSED I.D. - INTERIOR DESIGNER ECB - ENCLOSED CIRCUIT BREAKER NIC - NOT IN CONTRACT I G - ISOLATED GROUND ELEC - ELECTRICAL NL - NIGHT LIGHT J - JUNCTION EM - EMERGENCY O.C. - ON CENTER KAIC - (THOUSAND), AMPERE INTERRUPTING CAPACITY P - POLE PNL - PANELBOARD PVC - POLYVINYL CHLORIDE RGS - RIGID GALVANIZED STEEL RM - ROOM SPEC - SPECIFICATION SS - STAINLESS STEEL NSS - TRANSIENT VOLTAGE SURGE SUPPRESSION TYP - TYPICAL UON - UNLESS OTHERWISE NOTED V - VOLTS W - WIRE WP - WEATHERPROOF GENERAL NOTE THESE PLANS HAVE BEEN DESN•1�ED N ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE VOLTAGE DROP THIS PROJECT IS IN COMPLIANCE WITH 2O20 FBC-ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). C1 BARNES AND IVY: #42E57 FOYER PENDANT LIGHT (4)30W 120V CLUB HOUSE AREA AS APPROVED BY OWNER C2 CIRCA LIGHTING: TOWNER MINI PENDANT: #6141301-962 SNACK AREA PENDANT LIGHT 35W 120V CLUB HOUSE AREA AS APPROVED BY OWNER CH PORTFOLIO: #FD12-001 EXTERIOR PENDANT LIGHT LIGHT (3)60W 120V CLUB HOUSE AREA AS APPROVED BY OWNER F ICOOPER LIGHTING SSF-228T5-UNV-EBTI-U/WG ENI ICOOPER LIGHTING SURE-LITES APEL EX ICOOPER LIGHTING SURE-LITES APEX W ICOOPER LIGHTING XTOR5A-WT-LUMAR CROSSTOUR FLUORESCENT STRIP (2)28W 120V LED EMERGENCY LIGHT WITH INTEGRAL 90 1.6W 120V MINUTE EMERGENCY BATTERY PACK LED LED EXIT SIGN WITH INTEGRAL 90 MINUTE I 1.3W EMERGENCY BATTERY PACK LED W.P. WALL PACK - (5000K) 41W LED 120V 120V CLUB HOUSE AREA CLUB HOUSE AREA CLUB HOUSE AREA EXTERIOR CLUBHOUSE AS APPROVED BY OWNER AS APPROVED BY OWNER AS APPROVED BY OWNER AS APPROVED BY OWNER V VALUE LIGHTING AD452 VANITY LIGHT (3)60W 120V CLUB HOUSE AREA AS APPROVED BY OWNER MINKAAIRE NO (Ft F888-BNW CEILING FAN LIGHT 120V CLUB HOUSE AREA AS APPROVED BY OWNER KIT EC1F MINKAAIRE F888-BNW SLIPSTREAM EXTERIOR FAN NO LIGHT 120V CLUB HOUSE AREA AS APPROVED BY OWNER KIT FL ECOSENCE F080-1S-HO-35-9-20-Z-F EXTERIOR LED FLOOD LIGHT 41W 120V CLUB HOUSE SITE AS APPROVED BY OWNER LED PL D-SERIES SIZE 1 DSX1 LED 40C 700 30 T3M-T5W 120-RPA XX EMERGI-LITE BZ-LUX-SD-FT SITE LIGHTING EXTERIOR EMERGENCY ONLY LIGHT LED I 120V I CLUB HOUSE SITE I AS APPROVED BY OWNER SHEET INFORMATION [REVIEWED TE: � 0 � 19 � 2(]2 LED 120V CLUB HOUSE EXTERIOR AS APPROVED BY OWNER AWN BY: KR OJECT N0: 20-6001 BY: i MPlan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 10/18/2021 OWNER REVISION Sheet Name ELECTRICAL LEGEND, NOTES CA# 26308 I21270.00 & AlkI N G E N U I TY ABBREVIATIONS ENGINEERS, INC. Sheet No. 14pp "PROACTIVE ENGINEERING SOLUTIONS" EO. 1 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 1. GENERAL REQUIREMENTS - DIVISION 16 ELECTR CAL: A. PERFORM ALL WORK IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE, NFPA 70 (NEC-2017 ORDINANCE 68831) AND NFPA 101 (LIFE SAFETY CODE), ADA ANSI A117.1, AND FEDERAL FAIR HOUSING ACT (42 U.S.C. 3601), INSTALL AND CONNECT PER AND THE REGULATIONS OF THE LOCAL UTILITY TELEPHONE, CABLE TELEVISION AND POWER UTILITY COMPANIES. OBTAIN AND PAY FOR ANY AND ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES OF INSPEC11ONS AND APPROVAL, AND THE LIKE, AND DELIVER SUCH CER11FICATES TO THE OWNER. B. THE CONTRACTOR SHALL FURNISH, PERFORM, OR OTHERWISE PROVIDE ALL LABOR (INCLUDING, BUT NOT LIMITED TO, ALL PLANNING, PURCHASING, PAINTING, TRANSPORTING, RIGGING, HOISTING, STORING, INSTALLING, TESTING, CHASING, CHANNELING, CUTTING, TRENCHING, EXCAVATING AND BACKFILLING), COORDINATION, FIELD VERIFICATION, EQUIPMENT INSTALLATION, SUPPORT, AND SAFETY, SUPPLIES, AND MATERIALS NECESSARY FOR THE CORRECT INSTALLAT10N OF COMPLETE AND FUNCTIONAL ELECTRICAL SYSTEMS (AS DESCRIBED OR IMPLIED 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 16 WORK SHOWN ON ANY ONE SET OF DRAWINGS, INCLUDING ALL ARCHITECTURAL DRAWINGS, MECHANICAL, PLUMBING AND FIRE PROTECTION DRAWINGS FOR GENERAL WORK AND EQUIPMENT, AND DIVISION 16 WORK CALLED FOR UNDER ANY SECTION OF THE PROJECT SPECIFICATIONS, SHALL BE CONSIDERED AS INCLUDED IN THIS WORK UNLESS SPECIFICALLY 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 16 WORK. D. THE CONTRACTOR SHALL CAREFULLY CHECK THE' DRAWINGS 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. LOCATIONS DESIGNATED FOR OUTLETS, SWITCHES, DEVICES, EQUIPMENT, ETC., ARE APPROXIMATE AND FINAL LOCATIONS SHALL BE VERIFIED IN THE FIELD AND CHECKED WITH ARCHITECTURAL AND iD DRAWINGS. CONTRACTOR SHALL LOCATE ALL DEVICES UP TO 5 FEET IN ANY DIRECTION AS DIRECTED BY OWNER AND PER CODE. 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 07 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 16 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 QUALIFIED 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. J. BALANCE LOAD AS EQUALLY AS PRACTICABLE ON ALL FEEDERS, BRANCH CIRCUITS AND PANEL BUSES. K. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/CICCUPIED 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 RESPONSIBU--- 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 APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING FINISHES. M. UPON COMPLETION OF WORK, THE ENTIRE 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 ELECTRICIAN AVAILABLE TO OPERATE SAME 114 ACCORDANCE WITH AND UNDER THE SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, TO PERMIT INSPECT10N AS REQUIRED. IN ACCORDANCE WITH DIVISION 1 AND THE CONDITIONS OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION 7AS-BUILTS" BLUEUNE 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 AUTHORIZATION FOR THE CONTRACTORS TO MAKE CHAAGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. 11. ELECTRICAL SCOPE: A. FURNISHING AND INSTALLATION OF ELECTRIC LIGHTING SYSTEMS, POWER SYSTEMS, AND AUXILIARY SYSTEMS AS SHOWN OR HEREIN SPECIFIED. B. CONNECTION OF ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION, MENTIONED IN THIS DIVISION OR SHOWN ON DRAWINGS, WHETHER FURNISHED BY DIVISION 16 OR UNDER OTHER DIVISIONS, OR FURNISHED BY OWNER, INCLUDING FIRE PROTECTION AND FIRE SPRINKLER SYSTEMS. C. FURNISHING AND INSTALLATION OF OUTLET BOXES, CONDUIT RACEWAYS, TERMINAL BOARDS, POWER AND GROUNDING FOR A COMPLETE TELEPHONE, TELEVISION AND DATA RACEWAY DISTRIBUTION SYSTEM. (TELEPHONE AND DATA HARDWARE, AS WELL AS SOFTWARE IS NOT INCLUDED.) D. FURNISH AND INSTALL A COMPLETE LIGHTNING PROTECTION SYSTEM. E. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONTACTING THE OFFICES OF ALL LOCAL AND/CIR STATE AUTHORITIES HAVING JURISDICTION OVE_R THIS PROJECT IN ORDER TO SCHEDULE ALL REQUIRED INSPECTIONS AND OBTAIN ALL NECESSARY PERMITS, ETC. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ALL SCHEDULED INSPECTIONS AT LEAST TWO WEEKS IN ADVANCE OF THE SCHEDULED DATE. F. THE CONTRACTOR SHALL REPLACE ANY DEFECTIVE MATERIALS, EQUIPMENT, OR WORKMANSHIP WITHOUT COST TO THE OWNER WITHIN THE STIPULATED GUARANTEED PERIOD. G. IT SHALL BE THE RESPONSIBILITY OF THE DIVISION 16 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. H. SUBMIT TO THE ARCHITECT/ENGINEER PROMPTU( AFTER AWARD OF CONTRACT AND PRIOR TO PURCHASING, SIX COPIES OF MANUFACTURER'S SHOP DRAWINGS IN ACCORDANCE WITH DIVISION 1, SUBMITTALS FOR THE FOLLOWING ITEMS. 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 2. LIGHTING FIXTURES 7. CONDUIT 3. 120V SMOKE/CO2 DETECTORS 8. CONDUCTORS 4. WIRING DEVICES 9. LOAD CENTERS 5. METER CENTERS 10. TVSS J. COMPLETED WIRING SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS AND AFTER COMPLETION, PERFORM TESTS FOR INSULA11ON RESISTANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NAT10NAL ELECTRICAL CODE. ALL WIRING SYSTEMS SHALL BE COMPLETELY AND TOTALLY "SAFED'DURING CONSTRUCTION. ONLY QUALIFIED PERSONNEL SHALL HANDLE ELECTRICAL 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 SHALL BE THE RESPONSIBILITY 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/CIR 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 RESPONSIBILITY OF THE PARTIES INVOLVED IN PROVIDING THE SUBSTITUTE 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. ENCAVATION FOR UNDERGROUND ELECTRICAL STRUCTURES: CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10% PLUS A SUFFICIENT DISTANCE TO PERMIT PLACING AND REMOVAL OF CONCRETE FORMWORK, INSTALLATION OF SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. N * TRENCHING: ENCAVATE 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. THE CONTRACTOR SHALL PROVIDE ALL INSERTS FOR THE SUPPORT OF DIVISION 16 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 ARCHITECT/ENGINEER. CONTRACTOR SHALL FIRE RATE ALL PENETRATIONS THROUGH ALL FIRE RATED SLABS OR WALLS PER THE INTENDED RATING. P. THE CONTRACTOR SHALL SUPPLY AND SET INTO PLACE ALL WALL SLEEVES FOR CONDUITS AND CEILING 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. METALUC MATERIALS SHALL BE PROTECTED AGAINST CORROSION. EQUIPMENT ENCLOSURES SHALL BE GIVEN RUST -INHIBITING TREATMENT AND STANDARD FINISH BY MANUFACTURER. ALUMINUM SHALL NOT BE USED ON CONTACT 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 APPROVAL FROM THE ARCHITECT/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 REWIRING 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 ASSEMBLIES MADE BY THIS CONTRACTOR IN VERTICAL OR HORIZONTAL CONSTRUCTION SHALL BE SEALED AND PROTECTED BY THIS CONTRACTOR IN ORDER TO MAINTAIN THE ESTABLISHED FIRE RATING WITH METHODS AS APPROVED BY THE AUTHORITY HAVING JURISDICTION AND U.L 111. IDENTIFICATION: 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 NAMEPLATE WITH 1/2" MINIMUM LEITERS, 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 IDENTIFIED 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 LETTERS 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 INSTALLING CONDUCTORS. IV. WIRING DEVICES: A. SWITCHES SHALL BE 20 AMP COMMERCIAL GRADE 125 VAC. GRAY IN COLOR WITH STAINLESS STEEL COVERPLATES FOR COMMON AREAS. B. RECEPTACLES SHALL BE 20 AMP SPECIFICATION GRADE 125 VAC. GRAY IN COLOR WITH STAINLESS STEEL COVERPLATES FOR COMMON AREAS. C. SWITCHES AND OUTLETS FOR RESIDENTIAL UNITS SHALL BE RESIDEN11AL LINE SILENT OPERATION TYPE RATED FOR 15AMPS, 120VOLTS. ALL DEVICES AND COVER PLATES SHALL BE WHITE. D. WEATHERPROOF RECEPTACLES SHALL BE GFCI TYPES WITH GASKETED STAINLESS STEEL KEY LOCKABLE FLIP COVER TYPE COVERPLATES. SURGE SUPPRESSION TYPE OUTLETS IN MDFS AND IDFS SHALL BE HUBBELL #83625 (BLUE) OR EQUAL. 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 GARBAGE DISPOSAL, DISHWASHER, 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 RESPONSIBILITY TO COORDINATE WITH ALL TRADES TO INSURE CORRECT INSTALLATION, I.E., OVER COUNTERS IN OR ABOVE BACK -SPLASHES, IN BLOCK WALLS, TILE, AND OTHER SPECIFIC CONSTRUCTION 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 SURFACE COMPLETELY AROUND THE PERIMETER OF PLATE. 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: l'-6* AFF 2. TELEPHONE OUTLETS: V-6m AFF 3. SWITCHES, GENERAL: 4'-0" AFF V. RACEWAYS A. SHALL BE GALVANIZED OUTSIDE AND INSIDE BY HOT DIPPING. E.M.T. SHALL BE ELECTRO-GALVANIZED. CONDUITS SHALL BE AS MANUFACTURED BY REPUBLIC, PITTSBURGH STANDARD, WHEATLAND, TRIANGLE, ALLIED, 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. CONNECTORS SHALL HAVE PLASTIC 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 SOLID 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 SHALL BE ONE AND TWO HOUR FIRE RATED PER ANSI/UL 1479 FOR USE CONCEALED IN WALL, CEILING AND FLOOR ASSEMBLIES. G. FLEXIBLE METALLIC 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 EXCEPT THAT NO CONDUIT SHALL BE SMALLER THAN 3/4- UNLESS OTHERWISE NOTED. CONDUIT SHALL BE SIZED LARGER THAN REQUIRED ABOVE WHEN SO SHOWN ON THE DRAWINGS OR WHEN REQUIRED BY LOCAL CODE. 1. ANY CONDUIT STUBBED OUT FOR FUTURE SHALL BE CAPPED WITH A PLASTIC CAP AND MARKED WITH A 2" MINIMUM RED METAL TAG WHICH IDENTIFIES CONDUIT ORIGIN. CONDUITS STUBBED UP ABOVE GRADE OR ROOF SHALL BE TAGGED ON THE CONDUIT. 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. J. THE USE OF NON-METALUC SHEATHED CABLE (ROMEX) SHALL BE PERMISSIBLE FOR USE WITHIN RESIDENTIAL UNITS AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION AND INSTALLED PER THE MANUFACTURES RECOMMENDATIONS. PRIOR WRITTEN APPROVAL FROM THE AHU IS MANDATORY AND MUST BE SUBMITTED WITH CONDUCTOR SHOP DRAWINGS. VI. SCHEDULE 40 RIGID PVC: A. CONDUIT SHALL BE COMPOSED OF POLYVINYLCHLORIDE (PVC) AND SHALL BE UL RATED TYPE 40 FOR USE WITH 90*C RATED CONDUCTORS. CONDUIT SHALL CONFORM TO NEMA STANDARDS AND APPUCABLE SECTIONS OF NEC. B. INSTALLATION OF RIGID NON-METALUC 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-METALUC RACEWAY EVEN IF NOT SHOWN ON THE DRAWINGS. THE GROUNDING CONDUCTOR SHALL BE CONNECTED TO GROUND AT EACH 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. NO PVC CONDUIT SHALL BE 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, 112 AVERAGE MINIMUM FOR 20 AMP CIRCUITS. CONDUCTORS SHALL BE COPPER. B. #12 AND #10 SHALL BE SOLID, TYPE THWN/THHN INSULATION. C. #8 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 WT2000 TOOL, IDEAL SUPER -NUTS (NOT WIRE IDEAL WING NUTS, OR BUCHANAN ELEC. PRODUCTS B CAP OR SERIES 2000 PRESSURE CONNECTORS COMPLETE WITH NYLON SNAP -ON INSULATORS AND INSTALLED WITH C24 PRESSURE TOOL. E. ALL JOINTS AND SPLICES IN WIRE SHALL BE MADE WITH APPROVED SOLDERLESS CONNECTORS, AND COVERED SO THAT INSULATION IS OWNER APPROVED EQUAL TO CONDUCTOR INSULATION. SPLICES SHALL NOT BE PERMITTED IN CONTROL, SECURITY, FIRE ALARM, TELEVISION OR COMMUNICATIONS SYSTEMS, OR WHERE OTHERWISE NOTED. SPLICING OF WIRE OR CABLES WILL NOT BE ALLOWED BELOW GRADE, INCLUDING IN BOXES BELOW GRADE. F. BOTH CONDUCTORS AND CONDUITS SHALL BE CONTINUOUS FROM OUTLET TO OUTLET. G. IN INSTALLING 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 INSTALLING CONDUCTORS. H. IN INSTALLING PARALLEL CONDUCTORS IT IS MANDATORY THAT ALL CONDUCTORS MAKING UP THE FEEDER BE EXACTLY THE 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 NEUTRAL MUST BE BONDED AT 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. CONDUCTORS SHALL BE CONTINUOUS AND UNSPUCED WHERE INSTALLED IN CONDUIT. SPLICES SHALL OCCUR ONLY WITHIN WIRING TROUGHS, WIREWAYS, JUNCTION BOXES, OUTLET BOXES, OR EQUIPMENT ENCLOSURES WHERE SUFFICIENT ADDITIONAL ROOM IS PROVIDED FOR ALL SPLICES. K. EACH BRANCH CIRCUIT AND FEEDER CONDUCTOR SHALL BE COLOR CODED. FOR CONDUCTOR SIZES THRU NO. 6 AWG, THE INSULATION SHALL BE OF THE COLOR AS INDICATED BELOW. COLOR CODE SHALL BE STRICTLY ADHERED TO. FOR CONDUCTOR SIZES NO. 4 AWG AND LARGER, COLOR CODED PHASE TAPE MAY BE APPLIED COMPLETELY AROUND THE CONDUCTOR INSULATION WITHIN 8* OF EACH END OF THE CONDUCTOR AND IN EACH PULL OR JUNCTION BOX OR WHENEVER CONDUCTORS ARE PHYSICALLY EXPOSED TO VIEW. GROUNDING CONDUCTORS AND GROUNDED CONDUCTORS SHALL HAVE INSULATION COLOR AS INDICATED FOR SIZES THROUGH #6 AWG. 120/240 V, 1PHASE, 3W PHASE A, COLOR: BLACK PHASE B, COLOR: RED NEUTRAL, COLOR: WHITE GROUND, COLOR: GREEN L THE USE OF NON-METALUC SHEATHED CABLE (ROMEX) SHALL PERMISSIBLE FOR USE WITHIN RESIDENTIAL UNITS AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION AND INSTALLED PER THE MANUFACTURES RECOMMENDATIONS. PRIOR WRITTEN APPROVAL FROM THE AHU IS MANDATORY AND MUST BE SUBMITTED WITH CONDUCTOR SHOP DRAWINGS. M. PRIOR AUTHORIZATION FROM THE ARCHITECT/ENGINEER IF CONDUCTORS ARE SUBSTITUTED TO ALUMINUM CONDUCTORS. CONDUCTORS MUST HAVE THE EQUIVALENT OR GREATER AMPACITY VALUE THAN THAT OF SPECIFIED COPPER, SHALL PHYSICALLY FIT BELOW THE CONNECTION LUG AND SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. ALL LUGS SHALL BE RATED FOR COPPER AND ALUMINUM CONDUCTORS. CONDUCTORS SHALL BE INSTALLED UTILIZING "NO -LOX" ANTI -OXIDATION COMPOUND AND CONDUCTORS SHALL BE DESIGNATED AS "COMPACT ALUMINUM". 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 OTHER EQUIPMENT. MAXIMUM RESISTANCE SHALL NOT EXCEED 10 OHMS B. ALL GROUNDING CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES AND REQUIREMENTS. SUCH CODES SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE INSTALLATION OF THE GROUNDING SYSTEM SHALL INSURE FREEDOM FROM DANGEROUS SHOCK EXPOSURE AND SHALL PROVIDE A LOW IMPEDANCE GROUND FAULT PATH TO PERMIT OPERATION 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 APPLICABLE 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 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. THE MAIN UNDERGROUND COLD WATER PIPE, NEC 250 2. METAL FRAME OF BUILDING WHERE AVAILABLE, NEC 250 3. CONCRETE ENCASED ELECTRODE, NEC 250-81(C) 4. LIGHTNING PROTECTION SYSTEM. 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 CONNECTED FROM THE BUILDING 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 CONNECTION GROUNDING 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 SHALL BE PERMANENTLY ATTACHED 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 PARTICULAR REQUIREMENT IS CONCERNED AND AS INDICATED. E. WIRING IN PANELBOARD GUTTERS SHALL BE PERFORMED IN A NEAT AND WORKMAN LIKE MANNER. WIRING SHALL BE GROUPED INTO NEAT BUNDLES AND SECURED WITH NYLON TIE WRAPS. F. PROVIDE TYPE WRITTEN DIRECTORIES FOR EACH PANELBOARD INDICATING THE LOAD SERVED. G. RESIDENTIAL LOAD CENTERS: A. PANELS LOCATED WITHIN RESIDENTIAL UNITS ONLY, SHALL BE LOAD CENTERS. B. MAXIMUM ALLOWABLE PHYSICAL DIMENSIONS: 16 INCHES WIDE BY 3.5 INCHES DEEP PER SECTION. C. ALL LOAD CENTERS AND PANELBOARDS SHALL USE MOLDED CASE CIRCUIT BREAKERS. D. COMPLETELY SEALED ENCLOSURE. TOGGLE TYPE OPERATING HANDLE. TRIP AMPERE RATING AND CIN/OFF INDICATION CLEARLY VISIBLE. E. THERMAL -MAGNETIC TRIP -FREE, TRIP- INDICATING, QUICK -MAKE, QUICK -BREAK, WITH INVERSE TIME CHARACTERISTIC. SINGLE -HANDLE AND COMMON TRIPPING ON MULTI -POLE BREAKERS. F. EXTERNAL HANDLE SHALL BE SUITABLE FOR LOCKING IN THE OFF POSITION. G. SILVER ALLOY CONTACTS WITH AUXILIARY ARC -QUENCHING DEVICES. H. BREAKERS FOR LIGHTING CIRCUITS SHALL BE SWD RATED. 1. PROVIDE ARC FAULT CIRCUIT BREAKERS FOR ALL CIRCUIT BREAKERS AS REQUIRED PER NEC LOCATED IN RESIDENTIAL UNITS. H. METER CENTERS 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 AMPERES. C. METER BASES SHALL CONFORM TO U.L. STANDARD 175, AND BE CONFIGURED TO CONFORM TO THE SERVING UTILITY REQUIREMENTS. D. RESIDENTIAL UNIT CIRCUIT BREAKERS SHALL BE 2-POLE, WITH AMPERE RATINGS AND SERIES INTERRUPTING RATINGS TO LIMIT FAULT CURRENTS TO LESS THAN 10,000 AMPERES. PROVIDE PERMANENT PLASTIC IDENTIFICATION LABEL INDICATING THE UNIT SERVED ON EACH CIRCUIT BREAKER. E. PHASE SEQUENCED BUSSING SHALL BE USED THROUGHOUT, WITH LOAD BALANCE AS EQUAL AS POSSIBLE. X. LIGHTING FIXTURES: A. LIGHTING FIXTURES SHALL BE FURNISHED AS SHOWN ON DRAWINGS AND IN THE LIGHTING FIXTURE SCHEDULE. IT SHALL SPECIFICALLY BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY EXACT TYPE CEILING AND RECESSING DEPTH OF ALL RECESSED FIXTURES AND TO FURNISH THE MOUNTING TRIMS AND ACCESSORIES OF THE SPECIFIED AND/OR APPROVED FIXTURES FOR THE CEILING TO BE INSTALLED. LIGHTING 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 RXTURES 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, QUALITY AND CONFIGURATION. ACCESSORIES SHALL BE FURNISHED WITH EACH UNIT AS REQUIRED FOR A COMPLETE FINISHED INSTALLATION. BASIC ACCESSORIES SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1. JOINING PLATES, END CAPS, RETAINING CUPS, 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 LIGHTING FIXTURES. PROVIDE ALL WEATHERPROOFING FOR ALL LIGHTING FIXTURES TO BE INSTALLED IN EXTERIOR LOCATIONS. D. STRUCTURAL SUPP09T OF ALL FIXTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E. THE SYSTEM GROUNDING CONDUCTOR SHALL BE SECURED TO EACH FIXTURE BODY BY MEANS OF A BONDING SCREW. F. OWNER WILL HAVE RIGHT TO RELOCATE LIGHTING FIXTURES OR LIGHTING SWITCHES WITHIN 72" OF LOCATION SHOWN ON FIRST WALK-THROUGH AT NO ADDITIONAL EXPENSE. COORDINATE THE WALK-THROUGH PRIOR TO THE INSTALLATION OF THE WIRING. CA# 26308 121270.00 Alk I N G E N U I TY ENGIN EERS, INC. Moir "PROA 0 VE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 �113111111 Mu u 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 xo� M c K Lu C/'> - _3 06 Lu - 'A' Of QDD NAL Jodu 16 1114 .53M i6 U) E ca z a - Lu M uj Z LL a W U) 0 z w N 00 Lu SHEET INFORMATION DATE: 10/19/2021 DRAWN BY: KR PROJECT NO: 20 A (n) (n) 1 1 I REVIEWED BY: im I IvI Plan Revisions Date: I 1 06/04/2021 ISSUED FOR PERMIT 1 1 10/18/2021 OWNER REVISION Sheet Name ELECTRICAL SPECIFICATION& EO.2 20'-O'AFG OR AS REQUIRED BY OWNER I ____\ I ,,`1"—D-SERIES LED LIGHTING FIXTURE CONCRETE POLE 145 MPH WIND RATED. ACTUAL DEPTH OF POLE TO BE xfDETERMINED BY SIGNED AND SEALED WIND LOAD CALCULATIONS GIIOUNID ROD, COPPER CLAD STEEL, PERFORMED BY A STRUCTURAL PE 513'Dxl(Y-01. EXOTHERMICALLY WELD LICENSED IN THE STATE OF FLORIDA. POLE GROUND WIRE POLE TO COMPLY WITH THE FLORIDA BUILMNG CODE 2020 EDITION, 140 MPH WIND ZONE. M I I=— BACKFILL WITH CRUSHED STONE. HOLE SHALL BE 20' IN DIAMETER. 7'-0' M BURIED POLE MOUNTED LIGHTING FIXTURE `PL` DETAIL NTS -I- A ---------------------------- (DE] B-321 J I r HH JJH ,A 4 v t N PARKING LOT LIGHTING BY OTHERS X� 8, N ELECTRICAL SITE PLAN, SCALE- 1 20'- 0' 0' 40' SCALE: 1"=20' FLY B-23 0 EJ B-38 m E", E0. SENSE' RISE KTCR[Or EX-ER11— FOBOSINGLE . . .......... ................................. .... ..... ........ . ........ .............. D=s l N, >o;1 I�TwN ............................ Do Ell EiIi A�D 101VEI'l" JG.T �S! 4� 'I'E L - C t I N L�_' a F F"._ S: CW ��to ANC JPTo 74S 711- 'A� ?- 1. 'IT "I tj 11 K." �E�R=E TILT 11 --. 160 DEC-TiEE I.Vt - !I�Ell IY Nc, D.— 11C ATODE s SEA LE- 70 FIXTURE FIXTURE POWER/ CCT/ CRI BEAM ANGLE FINISHES ACCESSORIES WIRING AND MODEL CONFIG. LUMEN COLOR MOUNTING OUTPUT' EXAMPLE 1�- Lb-22-8-05-5-X-A �ERFORMANCE 1-tis -O.El �JIICN OJT�T Oln- c0— REI—IN. I.DE. c—Itc-1.1—CI LUM E N DEPRECIA1 ION R AT ED L [I'k —.11 .11"Irll, I VI, :.,—, 1. _. A I TL T �_5 u,36 C <, t I T: I C;' I GENERAL NOTES 1 THIS PROJECT IS IN COMPLIANCE WITH 2020 FBC-ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 2. ALL LIGHTING CIRCUITS SHALL BE CONNECTED TO PANEL "B" UNLESS OTHERWISE NOTED. 3. ALL SITE LIGHTING WIRING SHALL BE (2)#6 AWG CU, (1) AWG CU GROUND. REFERENCE NOTES ELECTRICAL ACCESS GATE, CONTRACTOR TO VERIFY EXACT REQUIREMENTS AND LOCATION PRIOR TO ROUGH -IN. CONTRACTOR SHALL COORDINATE WITH OWNER EXACT REQUIREMENTS IF MOUNTING EXTERIOR RECEPTACLES, PROVIDE ALL THAT IS REQUIRED. 208/12OV, 30, 4W UTILITY TRANSFORMER. PROVIDE PAD PER UTILITY COMPANY REQUIREMENTS. CONTACT LOCAL UTILITY COMPANY. UNDERGROUND PRIMARY SERVICE ENTRANCE CONDUITS. (2) 6" UNDERGROUND SCHEDULE 40 PVC CONDUIT TO PROPERTY LINE WITH PULL WIRE AND CAP. INSTALL MARKER. UTILIZE LONG RADIUS ELBOWS. TERMINATE AT PAD MOUNTED TRANSFORMER. FIELD VERIFY EXACT FINAL LOCATION WITH UTILITY COMPANY PRIOR TO INSTALLATION OF CONDUITS. UNDERGROUND 120/208V 30 4W ELECTRICAL SECONDARY SERVICE ENTRANCE. SEE ONE -LINE ELECTRICAL RISER DIAGRAM DRAWING SHEET. FIELD COORDINATE THE EXACT ROUTING AND TERMINATION POINT PRIOR TO BIDDING. (3)4" UNDERGROUND CONDUITS BURIED 30" B.F.G. TO PROPERTY LINE FOR TELEVISION SERVICE ENTRANCE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TERMINATE AT PROPERTY LINE. CAP CONDUIT AND INSTALL MARKER. (3)4", AND (2)2" SPARE, UNDERGROUND CONDUITS BURIED 30" B.F.G. TO PROPERTY LINE FOR TELEPHONE SERVICE ENTRANCE. UTILIZE LONG RADIUS ELBOWS. INSTALL PULLWIRE. TERMINATE AT PROPERTY LINE. CAP CONDUIT AND INSTALL MARKER. APPROXIMATE LOCATION OF MAIN TELEPHONE, TELEVISION TERMINAL BOARD. SEE FLOOR PLANS FOR EXACT TERMINATION LOCATION AND DETAILS. APPROXIMATE LOCATION OF MAIN ELECTRICAL DISTRIBUTION EQUIPMENT. (SEE POWER FLOOR PLANS FOR EXACT LOCATION.) D-Series Size 1 LED Area Lurriinaire liq�ang F d1series r, Capable Luminaire Specifications fh,slern,s or. A, capable lartirzire, wni�h has oeen designed 4nd tested to provide comistait color EPAi w appearan-e anc system-evel intafoid� a6lity. - Ai� con; g.rations of vinis l,imin.i. eet the A-,t < Brands'soecification for chromat c cors Width: 13' - This 1—i—ir. -s A� Ce,ified IN.— L DI L- cont-Is m a, ked by a s1futdo Jasc Dl L DILL eq.ipp.d Iiinmares rnem I] W�iqf,t 27, lb,, soeafi�ori., for It,in—wetoorowo— nte,ope,abrityl This limiraire:s par ot an A� Certified solut:on for ROAM"2 or XPointy—Nreless control networks. provid.". out-cf-the-box control compa-no,lity ith s —le com,is 9, vhen order— tv 1.11 driers and -ontrol opton� markec by a shwed background To learn oLo A,, I See orde,mg tree for details. 2- A, S.1.1 ons 1,� ROAM,t,�,ft,ire,ri. J.- of n Sepa,mely EXAMPLE: DSXl LED 60C 1000 40K T3M MVOLT SPA DDBXD irsxmn Aoc ? 30 T3M-T5W .? RPA son= Sio 5, 1P 30K �10�s US -fI,, T5S .1 him, sh"w..h."d AK , -,A 40K CIS 1 125 p I ISM I"t-ko Im, SPA .:..P,t ..� k AM 43i� -1, 11 1111 rX,,, SOK Wlt-g t2M IV l5w 4�1Mr, 203, KPA 1."14 — I") . "" , �:; ��Ai AMDPC A—, T3S um, RC 240; 'ABA wo. Wdc T3M I SP�o LN�jw, 60( 1(0 i.." .47 RPLVBA TITIA F�3- "Co txAf, 4833 S4ped iepea" XMi)(ADDL Shipp, "WI'd SbippditAW 00�, IIR 11 � Ahrh: IFA k" MS 0-310 i� VIT8 DKW waj� LSD E St DWHXD Dmu � -Y, I. k, �Ilt-j "t.. PWOD3 lo -A Y, I d,,,; WBTXD XR N,:,k J. Ilk!. PxAw KWW3 1,11 '1. ",!11 i I D� Dod".:21)8. DBIVT T_,JNCk DS 1W !.!, �A�j It" I" -,M,IW Irk RN17D) L% 0 1 HP11 f. t,' HM. 1193 lqNr.-x Irk t1h.iK3V f trl TU..%I5r;111Wi 17.11S A-Xant1j -*1 11,1' IS 900 P�.wl I It fA — SITE ELECTRICAL UTILITY LEGEND P — — — — PRIMARY U.G. SERVICE ENTRANCE CONDUITS — — — — SEC — — — — UNDERGROUND SECONDARY SERVICE ENTRANCE FEEDERS. — — — — — — — — — — U.G. FEEDER AND CONDUIT — — — — TV — — — — U.G. SERVICE ENTRANCE TELEPHONE CONDUITS U.H. INSTALLED AT 30" BELOW FINISHED GRADE. — — — — TEL — — — — U.G. TELEVISION CONDUITS INSTALLED AT 30" BELOW FINISHED GRADE. 0 0 Z 0 0 0 CN (1) U) Lr) _j E Zo C0 0 _j cli U LL 0 a) Co a) Do C) In 0 r- a) J) M a) CD CC) Lo N 0 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 ANDiOR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. M C K IV CD Lu C6 Lu clf _D af < OF 441 ZZ 0 ..0 ION Jodq McKenzie F-1E No 53253 uj _j 0 ui LL Cf) I U) C) _j o Z Lu N C6 E (u Z SHEET INFORMATION DATE: -10 19 2021 DRAWN F KR [PROJECT NO: 20-6001 REMEWED BY: i M V V Plan Revisions Date: 0610412021 ISSUED FOR PERMI-1 I 1 10/18/2021 OWNER REVISION I Sheet Name ELECTRICAL CA# 26308 121270.00 SITE PLAN Alk I N G E N U I TYL EN GINEEMINC. Yieet No 111F "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAO ST. SUITE 300 1 ORLANOO, FLOR10A 1407.398.6007 E0.3 O _ O Ou � Lj j m Q O N t V(r1 U) N r C to g E J co N M - (6 J N U L LL O = co ' N O O 0 N O A 0 N C B D C X5 BA 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. Lu � w co c � 4ZI d NA U Jodu P1dCenzie 111. 53253 - XB-3 XB n15.SQWp] /, - .. s E:',{ ' ::. :. : :.:.:. _: :.:: ........._...g:O O _ - .. $ _I B— 6-2 B-2 x y / W B IB $ E ter- --- Q T' ? 7 . B _ g A AC>n A AC>n A A 9 ;;6—� 6- — _ T 's OM s".,.1 .- . p s "31" s- ® B-Z. ..... @-7 B-7 B-1 B-1 8-1 B-1 B-1 B-1 B-1 W r flp . f10., . ..::. A qq s f10" Q .W. — _ - - © 0 O. B-7 B-7 8=7LL AIR=ya i ¢ j U) PHOTOCELL PC MOUNTS TYR BRANCH CIRCUIT 0 NUMBER J NORTH SIDE OF BUILDING t ,cn I 1 PC B-5 B-7 B-29 B-31 B-33 B-35 UGHTI ONTACTOR LC-1s 20AMP 8 OLE NEMA 1 ELECTRI Y HELD. MOUNT B-'7 1 FLOOR PLAN LIGHTING PLAN BELOW PANEL B 3/16" 1 0 �-o - O Z N H SPARE SPARE GENERAL NOTES m w � I 120V 20AMP W.P. OVERRIDE TOGGLE C T T B-181 SWITCH LOCATED BELOW PANEL "B" IN LOCKABLE ENCLOSURE. 1. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY SWITCHING ARRANGEMENTS OR CONTROLLED BY A LISTED N UL924 CONTROLLER PER N.E.C. TO EXTERIOR LIGHTING FIXTURES EXTERIOR LIGHTING CONTROL DIAGRAM 'LC-1' NTS 2-POLE TIMECLOCK INTERMATIC OR EQUAL TC H 120V 20AMP W.P. OVERRIDE B-20 TOGGLE SWITCH LOCATED BELOW PANEL "B" IN LOCKABLE ENCLOSURE. N TYP. BRANCH CIRCUIT NUMBER B-25 B-27 C r BATHROOM FANS SPAIRE SPAIRE T T LIGHTING CONTACTOR SHALL BE INSTALLED AND PROGRAMMED IN COMPLIANCE WITH 2O17 FBC ENERGY CONSERVATION SECTION C405.2.1.2. AUTOMATIC LIGHTING CONTROL SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN TWO HOURS. -LIGHTING CONTACTOR LC-2 20AMP 4 POLE NEMA 1 ELECTRICALLY HELD. MOUNT BELOW PANEL "B" INTERIOR LIGHTING CONTROL DIAGRAM 'LC-2' NTS 3. 4. THIS PROJECT IS IN COMPLIANCE WITH 2O17 FBC-ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). REFER TO ARCHITECTURAL LIGHTING PLANS FOR ANY AND ALL LIGHTING FIXTURE MOUNTING DIMENSIONS. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. REFERENCE NOTES Q1 EXTERIOR LIGHTING AND SIGNAGE SHALL BE CONTROLLED BY AND ROUTED THROUGH LIGHTING CONTACTOR LC-1. SEE DETAIL ON THIS SHEET. INGENUITY CA# 26308 I21270.00 ENGINEERS, INC. "PROACTIVE ENGINEERING SOLUTIONS" 479B NEW BROAD S1 SUITE 300 1 ORLANDO, FLORIDA 1401390.6007 N U) a E z 0 n 1 SHEET INFORMATION 1 DATE: 10 / 19 / 2021 DRAWN BY: KR PROJECT NO: 20-6001 1 REVIEWED BY: .1M 1 1v1 Plan Revisions Date: 1 11 1 10/18/2021 OWNER REVISION 1 Sheet Name FLOOR PLAN ELECTRICAL Sheet No. E2.0 Typical single line diagram: ControlKeeper lighting control system and network accessories 1 &3 AWG PC_I Indoor photocell PC_O Outdoor photocell PC -A Atrium photocell PC-S Skylight photocell Each ControlKeeper TouchScreen provides four photocell inputs that can be mapped to 32 software photocells. Refer to plans for quantity and locations. Up to 64 digital buttons can be connected to each ControlKeeper lighting control panel. Allowing for over 16,000 digita buttons per lighting network. Category 5 wire ControlKeeper 4A 0 N J�4 0 0 1 0 :='. & .— 0. 0 1:3 0 0 E-1 4 0 ControlKeeper E E TouchScreen ControKeeper ContrrolKeeper TouchScreen 2 TouchScreen M Standard software features are available to simplify end user interaction with the lighting control system. LV Priorities and Masks permit or exclude inputs from controlling the programmed relays. LV Occupancy Sensor — 7 Example #1: Mask accessible corridor K;�7 switches during school hours to ensure Software programmable low students do not turn lighting off. voltage inputs are standard on the ControlKeeper lighting Example #2: Set a low voltage or Digita control panels. Each input can switch priority higher than a photocell or be programmed to control any occupancy sensor to allow the classroom relay or group of relays in the lights to be turned off during the day. system. Thus overriding those automatic features accessories. Another button would 32 standard on the CK T cancel the priority and allow the 8 standard on the CK 4A automation of the lights. 4 standard on the CK 4 2 standard on the CK 2 End user computers (;an program any lighting control panel via the EIM using the Keeper Enterprise software. 5=9 , Z L911111111L ------- I P.- End user computers can program any lighting control panel via the Wireless Ethernet Interface Vlodule (WEIM) using the Keeper Enterprise software. ControlKeeper Lighting ontrol Panels: ControlKeeper TouchScreen - up to 48 relays ControlKeeper 4A - up to 4 relays with 4 dimming outputs ControlKeeper 4 - 4 relays ControlKeeper TouchScreen Relay Panels ControlKeeper 2 - 2 relays Enclosure type: NEMA 1 Enclosure sizes: 41 "H;(l 5"W)(6.25"D up to 48 relays 30"Hx15"Wx6.25"D up to 32 relays 18"HIx'15"AN6.25"D up to 16 relays Low Voltage wiring compartment Voltage separation barrier. All enclosures separate high and low voltage us ng a front to back separation system. Clear window to view relay status, clock time, and panel information. Locking cover c RS-485 Networi Category 5 or Belden #9841 onnect up to 254 lighting control panels in a daisy chain Surface mount installation standard, Flush mount installation optional Liahtina control panel po, supply: 120/2TNAC double tap transforrner standard Qty 4: 0-10VDC analog inputs (Photocells) 1201347VAC double tap transformer is available for 1� Canada Up to 8 low voltage inputs (Momentary, Maintained, Alternate Action switches and occupancy sensors) Each input is software programmable to control any relay or group of relays. ControlKeeper TouchScreen logic board on back plate. The logic board back plate is installed on spring hinges and is part of the high and low voltage separation. Up to 64 digital buttons per CK 4A lighting control panel. Each button is Standard Features in each panel: software programmable to control any 64 channel time clock relay or group of relays in the lighting Astronomic clock with DST (2007 ready) control system. 64 software programmable digital switch inputs 32 dry contact inputs 4 physical analog inputs 32 software programmable analog input triggers 64 programmable network commands 16 levels of Priority for each input On/Off command 8 sofware Masks to provide "No On", "No Off', "Ignored", "No Timer" exclusions on inputs 2 RS-485 ports (RJ45 and Terminal block connections) lntelliRelii) 1 RS-232 port (for serial connection from a PC) 1 Digital switch port (to connect up to 64 digital buttons per panel for over 16,000 P20GRESS per network) NJ I t P 0 1 t Ethernet Hub High Voltage wiring compartment The voltage separation barrier and logic board are removed for clarity. Serial Standard Relay Card (sSRC-NO) wiring: ........ .. From branchcircuit 1 0 jEf-To single pole load A 0 0 From branch circuit 2 �.�To single pole load B From branch circuit 3 &-To single pole load C �O 0 From branch circuit 4 To single pole load D 00 ............. ........... ........... 10 AWG max. wire size NW Serial Latchina Relay Card (sLRC) wirin ...0 From branch circuit 1 To single pole load A 0 - : o From branch circuit 2 To single pole load B on From branch circuit 3 To single pole load C ... ......... ........... . ..... ... From branch circuit 4 To single pole load D 6 AWG max. Aire size 1 Digits Gateway Digita 5 Digita 5 ControlKeeper 4 ControlKeeper 2 Please specify transformer voltage Please specify transformer voltage 120VAC or 277VAC 120VAC or 277VAC 0 N e The Ethernet Interface Module (EIM) and Wireless Ethernet Interface Module (WEIM) may be connected to any lighting control pane in the system using the RS-232 cable included (Part #: 52-018703-00) 11�_ PCI Lighting Control Systems wa ransformer nc u ed Technical Support connection for troubleshooting and programming purposes. Internet VPN PCI Lighting Control Systems or VPN Firewall EEV Hi_qh Voltage Barriers: High Voltage Barriers are available to seperate different voltages and power sources. Seperation of relay cards is possible both horizontally and vertically. Relay Options: Mix and match any of the following relay RS-485 Network: combinations. All serial relay cards use the new IntelliRelay Technology to auto -sense and Category 5 or Belden auto -configure the ControlKeeper TouchScreen #9841 lighting control panel. Connect up to 254 lighting control panels in a daisy chain Serial Standard Relay Card normall o en (sSRC-NO) 4 relays per card 120/277VAC 20 amp loads Individual override and status LED's Electrically held 10 year warranty 10 million mechanical operations 10 AWG wire termination ControlKeeper 4A logic board. Serial Latching Relay Card (sLRC) Standard Features in each panel: 4 mechanically latching relays per card 64 channel time clock 120/277/347VAC 20 amp loads Astronomic clock with DST (2007 ready Individual override and status 64 software programmable digital switc mechanically held up to 8 dry contact inputs 10 year warranty 4 physical analog inputs 32 software programmable analog inpu 10 million mechanical operations 4 physical 0-10VDC outputs 6 AWG wire termination (software programmable connec Serial Two Pole Relay Card normally open ie. one relay could have two dim (sTPRC-NO) 2 relays per card 64 programmable network commands 16 levels of Priority for each input On/O 208/240/480VAC 20 amp loads 8 sofware Masks to provide "No On", " Individual override and status LED's Timer' exclusions on inp Electrically held 2 RS-485 ports (RJ45 and Terminal blo 10 year warranty 1 RS-232 port (for serial connection fro 10 million mechanical operations 1 Digital switch port (to connect up to 6 6 AWG wire termination Serial Two Pole Relay Card (sTPRC-NO winn From branch circuit 1 To two pole load A �1 From branch circuit = - To two pole load A 0 Oil - From branch circuit 2 0 -To two pole load B rZn 0 - From branch circuit 4 au -To two pole load B 6 AWG max. wire size From the DW 512 PANEL SCHEDULE - LCP D LCP Woatlob MECTM& ROM SW* Clrourb VoltaW 120V Nomad Roky Lkw Food Zone Type Who Souroe DnaVft Relay Lkw FeW Zone Type Voltage $woo Desoription 1 0-1 No 120V Normal Ckhhouse Mom Ug. 2 B-8 NC 120V Normal Ckbom Great Flm. Ug. 3 B-2 NO 120V Normal Ck&mw Uoft 4 B-1 NC 120V Normal GU*mw Great Film. Ug. 5 B-3 NG 120V Normal Ckbmw W. FkL Ug. a B-12 NG 120V Normal GUAmm Great Flm. Ug. 7 B-4 NO 120V Normal Ckhhom LIL Flm. Ug. a B-13 NC 120V Normal Ck6house Smok Flm U9. 9 SPAM NG 120V Normal 10 B-14 NC 120V Normal OU*mw Abium Uoft tl SPAM NG 20V Nomad 12 SPAM NC 120V Normal is SPAFE NG 20V Normal 14 SPAM NO 120V Nomad 15 SPAM NO mv Normal le SPAM NG =V Normal Part s. CKT*20-M NEMA Ratkq 1 DMX Gateway Size: 9.5"Lx7.25"Wx1.5"H (may be installed inside a ControlKeeper 32 and 48 size enclosure) On/Off control of relays from the DMX 512 controller (provided by others) 120VAC wall transformer included Telephone Interface Module (TIM) Size: 9.5"Lx7.25"Wx1.5"H (may be installed inside a ControlKeeper 32 and 48 size enclosure) Touch tone override/ modem access Requires connection to standard telephone line. 120VAC wall transformer included Customer PC connected to the Gateway via RS-232 cable included. Gateway 'H Size: g.5"Lx7.25"Wx1 5' RS-232 connection to lighting control panels from customer PC. 120VAC wan transformer included Other BMS devices Automation Interface Module(AIM) Size: 16"Hx161VW4"D Connection to various Building Management Systems L (BMS) 6 I Available protocols: BACnet/IP I BACnet/ Ethernet Aenk.- BACnet MS/TP Metasys N2 Open Protocol Modbus RTU Modbus ASCII 120VAC wall transformer luded LonTalk Protocol (BMS provided by others) WF Building Management Systems (BMS) The Automation Interface Module (AIM) permits the lighting control system to communicate directly on the BMS network. This will permits the control and status of the lighting loads using the Building Management System (BMS). ControlKeeper 4A Relay Panels Enclosure type: NEMA 1 Enclosure size: 1 0"Hxl 4"W)(3.5"D up to 4 relays Screw locking cover 0 surface mount installation standard Relay Options: The CK 4A utilizes all of the /000 071 serial relay options shown with the ControlKeeper TouchScreen lighting control panel ControlKeeoer 2 Relay Panels Enclosure type: NEMA 4X Enclosure size: 7.5"Hx1l 1'Wx5"D 2 relays Screw locking cover Rliffnce mount installation standard RS-485 Network: Category 5 or Belden #9841 Connect up to 254 lighting 0 control panels in a daisy chain F ControlKeeper 2 logic board. Standard Features in each panel: 64 channel time clock Astronomic clock with DST (2007 ready) 64 software programmable digital switch inputs up to 2 dry contact inputs 64 programmable network commands 16 levels of Priority for each input On/Off command 8 sofyvare Masks to provide "No On", "No Off", "Ignored", No Timer' exclusions on inputs -485 ports (Terminal block connection) 1 IRS 1 RS-232 port (for serial connection from a PC) 1 Digital switch port (to connect up to 64 digital buttons per panel for over 16,000 per network) Indoor Photocell: PC -I (indoor photocell) Up to four photocells connect to any ControlKeeper TouchScreen or ControlKeeper 4A lighting control panels �rllow wire - an?log �hannz Is 1-4 terminal ack wire - anal Oq c anne a COM terminal Red wire - +24 terFninal Work box by installing contractor N "7 Ceiling B[2. ON Swri 3 evire) —1+24VIIc Toggi tch [E] LSO PC4 (indoor photocell) Installer to refer to installation instructions provided by PCI Lighting Control Systems for correct placement of Indoor Photocell. Local Remote Jumpers moved to the LOCAL position oumper over Pi., X& 3) —2-) OutdoorFf hotocell: PC-O (outdoor photocell) Up to four photocells connect to any ControlKeeper TouchScreen or ControlKeeper 4A lighting control panels Work box by installing contractor Gasket seat an Y?Ilow wire log chann,,T,,Is 15Verminal IT I - ana og channe s CO terminal B ack wire Red wire - +24 terminal PC-O (outdoor photocell) Installer to refer to installation instructions provided by PCI Lighting Control Systems for correct placement of outdoor Photocell. Typically mounted on the roof facing North. ControlKeeper 4 Relay Panels Enclosure type: NEMA 1 Enclosure size: 9.5"Hx14'VVx3.25"D 4 relays Lightinq control panel power supply: Clear window to view Locking cover Voltage specific transformer. Specify 120VAC relay status, clock time, Surface mount installation standard or 277VAC for the transformer voltage. and panel information. Relay Options: The CK 4 has four on board normally open 20 120/277VAC single pole relays. E3 4 relays per ControlKeeper 4 RS-485 Network: Category 5 or Belden #9841 Connect up to 254 lighting control panels in a daisy L chain ControlKeeper 4 logic board. Standard Features in each panel: 64 channel time clock Astronomic clock with DST (2007 ready) 64 software programmable digital switch inputs up to 4 dry contact inputs 64 programmable network commands 16 levels of Priority for each input On/Off command 8 sofware Masks to provide "No On", "No Off', "Ignored", "No Timer"exclusions on inputs 1 RS-485 ports (Terminal block connection) 1 RS-232 port (for serial connection from a PC) 1 Digital switch port (to connect up to 64 digital uttons per panel for over 16,000 per network) b Lighting control panel power suEI�L Voltage specific transformer. Specify 120VAC or 277VAC for the transformer voltage. LM I Relay Options: UL-P '0 The CK 2 has two on board normally open 20 amp `� 120/277VAC single pole relays. 2 relays per ControlKeeper 2 120/277VAC 20 amp loads Individual override and status LED's Electrically held 10 year warranty 10 million mechanical operations 10 AWG wire termination 2 low voltage inputs (Momentary, Maintained, Alternate Action switches, occupancy sensors and Photocells) Each input is software programmable to control any relay or group of relays. Up to 64 digital buttons per CK 4A lighting control panel. Each button is software programmable to control any relay or group of relays in the lighting control system. Eam 0 120/277VAC 20 amp loads ca Individual override and status LED's Ca Electrically held CD 10 year warranty 10 million mechanical operations 10 AWG wire termination 4 low voltage inputs (Momentary, Maintained, Alternate Action switches, occupancy sensors and Photocells) Each input is software programmable to control any relay or group of relays. Up to 64 digital buttons per CK 4A lighting control panel. Each button is software programmable to control any relay or group of relays in the lighting control system. 0 (D L1j C� — 0 L.0 0 0 C14 U) M C U) CU 1" M LU _j C'4 Cl) i_ E co m 0 _j C14 C� U_ 0 a: (D co a) -6 00 0 0 r_ i:z U) _T Lf _2 co 0-�r 0 LO N 0 N 1A 11 C A� 0 13 D 47 *i 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. I I I I I I//// /1 9 M C 1< C�! - LU Z75 k�j 0 4�j Z" U5 Zz� 4" R ,, -, �- N Is, .... .. 0 A U //o/Ill, I LL11 XkX 9,32rP3 Z LL W U) _j _j M 0 Z N 00 W 2 E (0 Z 2 0- SHEET INFORMATION DATE: 10/19/2021 DRAWN BY: KR' PROJECT NO: 20-6001 RE`v1EWED BY: im Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION Sheet Name LIGHTING CA# 26308 121270.00CONTROLPANEL DIA RAM 1 N G E N U I T Y EN GINEERS, INC. Sheet No. "PROACTIVE ENGINEERING SOLUTIONS" vr E3.0 479B NEW BROAD ST. SUITE 300 1 ORLANDO, FLORIDA 1401398.6007 1 000 Lighting control panel power supply: 120/277VAC double tap transformer standard 120/347VAC double tap transformer is available for Canada Qty 4: 0-10VDC dimming outputs Qty 4: 0-10VDC analog inputs (Photocells) Up to 8 low voltage inputs (Momentary, Maintained, Alternate Action switches and occupancy sensors) ) Each input is software programmable to control any relay or group of relays. h inputs Up to 64 digital buttons per CK 4A lighting control panel. Each t triggers button is software programmable to control any relay or group of relays in the lighting control system. tions to relays, ming ballast zones.) ff command No Off', "Ignored", "No uts ck connections) m a PC) 4 digital buttons per panel for over 16,000 per network) J, PANEL RATING: 225 AMP M.C.B. LUG LOCATION: BOTTOM AIC : 42KAIC SERVICE: 120/208V, 30,4 WIRE MOUNTING: SURFACE TYPE: SQUARE D CKT NO. EQUIPMENT SERVED -LD TYP KVA CKT. BKR. BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -LD TYP KVA CKT. BKR. BRANCH CIRCUIT POLE TR 0 NEUT GND COND NO. POLE TR 0 NEU GND COND 1 CU-1 A 3.12 2 50 6 -- 6 1" A 2 FCU-2 M 7.94 2 80 4 - 8 11/4" 3 ---- A 3.12 -- 6 -- - - B 4 ---- M 7.94 -- -- 4 -- -- -- 5 CU-2 A 3A2 2 50 6 -- 6 1"' C 6 EWC M 0.60 1 1 20 1 12 12 12 1/2" 7 - - A 3.12 - - 6 -- I -- -- A 8 KITCHENETTE RECEPT. R 1.20 1 20 12 12 12 1/2" 9 FCU-1 A 7.94 2 1 80 4 -- 8 1 114" B 10 EWH M 1225 2 30 10 -- 10 3/4" 11 --- A 7 A4 - -- 4 -- - - C 12 --- M 2.25 -- -- 10 -- -- -- 13 EXERCISE EQUIP. R 1.20 1 20 12 12 12 1/2" A 14 EXERCISE EQUIP. R 1.20 1 20 12 12 12 1/2" 15 EXERCISE EQUIP. R 120 1 20 12 12 12 1/2" B 16 EXERCISE EQUIP, R 1.20 1 20 12 12 12 1/2" 17 EXERCISE EQUIP. R 1.20 1 20 1 12 12 1 12 1/2" C 18 EXERCISE EQUIP. R 1.201 1 20 12 12 12 1 1/2" 19 EXERCISE EQUIP. R 120 1 20 12 12 12 1/2" A 20 FITNESS ROOM R 1.201 1 20 12 12 12 1/2" 21 FITNESS ROOM R 0.72 1 20 12 12 12 12" B 22 EXTERIOR RECEPT: R 1.20 1 20 12 12 12 1/2" 23 EXTERIOR RECEPT R 0.:36 1 20 12 12 12 12" C 24 OFFICE RECEPT, R 1.20 1 20 12 12 12 12" 25 FOYER OFFICE RECEPT R 1 1,08 1 1 20 12 12 12 12" A 26 BATHROOMRECEPT. R 11.20 1 20 12 12 1 12 1/2" 27 BATHROOM RECEPT R 1.;i0 1 20 12 12 12 12" B 28 BATHROOMRECEPT. R 1.20 1 20 12 1 12 12 12" 29 BATHROOM RECEPT R 1.50 1 20 12 12 12 12" C 30 GREATROOM RECEPT. R 1.20 1 20 12 12 12 12" 31 GREAT ROOM RECEPT R 0.72 1 20 12 12 12 1'2" A 32 IKITCHENETTEREFRIG. R 1.20 1 20 12 12 12 12" 33 KITCHENETTE RECEPT. R 1.00 1 20 12 12 12 1/2" B 34 KITCHENETTE RECEPT. R 1.20 1 20 12 12 12 1 12" 35 KITCHENETTE RECEPT. R 0.30 1 20 12 12 12 1/2" C 36 KITCHENETTE DISHWASHER R 1.20 1 20 12 12 12 12" 37 KITCHENETTE RECEPT. R 0.130 1 1 20 1 12 12 1 12 12" A 38 SPARE 1 20 - -- - -- 39 SPARE 1 20 -- -- -- -- B 40 SPARE 1 20 -- - -- -- 41 SPARE i 1 20 1 -- -- I -- - C 1 42 ISPARE 1 20 - -- -- -- EQUIPMENT SERVED CONK. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 42 CIRCUITS 191 AMPS LIGHTING 0.0 1.25 0.00 MISC. EQUIPMENT 21.0 1.00 20.98 RECEPTACLES (1ST 10KVA) 10.0 1.00 10.00 REMAINING RECEPTACLES 18.9 0.50 9A4 HVAC EQUIPMENT 28A 1.00 28.36 KITCHEN 0.0 1.00 0.00 TOTAL 68.78 R RATING: 100 AMP M.C.B. LUG LOCATION- BOTTOM AIC : 42KAIC B PANEL _ SERVICE: 120/208V, 30,4 WIRE MOUNTING: SURFACE TYPE : SQUARE D CKT NO. EQUIPMENT SERVED -LD TYP K'/A CKT. BKR. BRANCH CIRCUIT 0 CKT EQUIPMENT SERVED -LD TYP KVA CKT. BKR. BRANCH CIRCUIT POLE TR 0 NEUT GND COND NO. POLE TR 0 NEUT GND COND 1 LIGHTING L 0A0 1 20 12 12 12 12" A 2 LIGHTING L 0.40 1 20 12 12 12 12" 3 LIGHTING L 0.40 1 20 12 12 12 1/2" B 4 LIGHTING L 0A0 1 20 12 12 12 12" 5 LIGHTING L 0 i3O 1 20 12 12 12 1/2" C 6 1 LIGHTING (CEILING FAN) L 10.301 1 20 12 12 12 12" 7 LIGHTING L 0.30 1 20 12 12 12 12" A 8 ILIGHTING L 0.70 1 20 12 12 12 12" 9 LIGHTING (CEILING FAN) L 0.30 1 1 20 12 12 12 12" B 10 LIGHTING (CEILING FAN) L 0.60 1 20 1 12 12 12 12" 11 LIGHTING L 0.30 1 20 12 12 12 12" C 12 LIGHTING L 0.30 1 20 12 12 12 12" 13 LIGHTING L 1 0.30 1 20 12 12 12 1 12" A 14 LIGHTING L 0.30 1 20 12 12 12 12" 15 LIGHTING (CEILING FAN) L 0.30 1 20 12 12 12 12" B 16 NWRP-1 M 0.901 1 20 12 12 12 12" 17 TTB RECEPT. R 0.36 1 20 12 12 12 12" C 18 LC-1 M 0.20 1 20 12 12 12 12" 19 TTB RECEPT. R 0.36 1 1 20 12 12 12 12" A 20 LC-2 M 0.20 1 20 12 12 12 12" 21 SITE LIGHTING L 0.130 1 20 12 12 12 12" 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 12" C 24 EXTERIOR RECEPTACLES R 0.54 1 20 10 10 10 3/4" 25 EF-1 M 020 1 20 12 12 12 12" A 26 GATE ACCESS M 1.00 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 10 314" 1 1IQ" C 30 GATE ACCESS M I DO 1 20 10 10 10 3/4" 31 CEILING FAN L 0.30 1 20 12 12 12A 32 G 1 0.60 1 0 20 0 12 0 12 1 12 3/ " 12" 33 CEILING FAN L 0 �30 1 20 12 12 12B 34 CEILING FAN L 35 CEILING FAN L 0.30 1 20 12 12 12C 36 tCEILING FAN L 0.60 1 20 12 12 12 12" -Tr IM71f- 11-1-1 70-- -- -- - A 38 janrM - M i.uu I zu1 39 SPARE 1 20 -- -- -- -- B 40 1 GATE ACCESS M 1.00 1 20 10 10 10 3/4" 41 SPARE 1 20 -- - -- -- C 1 42 ISPARE 1 1 20 1 - I -- I- - EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 42 CIRCUITS 60 ASS LIGHTING 9.4 1.25 11.75 MISC. EQUIPMENT 7.7 1.00 7.70 RECEPTACLES (1ST 1OKVA) 2.0 1.00 2D4 REMAINING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 0.0 1.00 0.00 KITCHEN OD 1.00 OAO TOTAL 21.49 PANEL P RATING: 200 AMP M.L.O. SERVICE: 120/208V, 30, 4 WIRE LUG LOCATION: BOTTOM MOUNTING: SURFACE AIC : 42KAIC TYPE: SQUARED NEMA 3R CKT NO. EQUIPMENT SERVED -LD TYP Kl/A 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 POOL EQUIPMENT PANEL M 12.50 3 110 1 /O 1/0 6 1 1/2" A 2 SPA EQUIPMENT PANEL M 5.00 2 60 12 12 12 12" 3 --- M 12.50 - -- 1 /O -- -- -- B 4 ---- M 5.00 - -- 12 12 12 12" 5 - - M 112.50 -- - 1 /O -- C 6 SPARE 1 1 20 -- -- -- 7 GAS SPA ELECTRIC START M 1.00 1 20 12 1 12 1 12 12" A 8 SPARE 1 20 - -- -- - 9 SPARE 1 1 20 -- - -- -- B 10 ISPARE 1 20 1 - -- - -- 11 SPARE 1 20 -- -- -- -- C 12 SPARE 1 20 -- -- -- 13 SPARE 1 20 -- -- -- - A 14 SPARE 1 20 - -- -- 15 SPARE 1 20 - -- -- -- B 16 SPARE 1 20 - -- - -- 17 SPARE 1 20 - -- -- C 18 SPARE 1 20 -- - -- -- 19 SPARE 1 20 -- -- -- - AA 20 SPARE 1 20 - -- - -- 21 SPARE 1 20 -- -- - -- B 22 SPARE 1 20 -- - - -- 23 SPARE 1 20 -- - - -- C 24 SPARE 1 20 -- EQUIPMENT SERVED CONN. LOAD LF DF DESIGN LOAD (KVA) REMARKS -PROVIDE NEUTRAL & GROUND BUS -PROVIDE TYPE WRITTEN DIRECTORY 24 CIRCUITS 135 AMPS LIGHTING 0.0 1.25 0.00 MISC. EQUIPMENT 48.5 1.00 48.50 RECEPTACLES (1 ST 1 OKVA) 0.0 1.00 0.00 REMAINING RECEPTACLES 0.0 0.50 0.00 HVAC EQUIPMENT 0-0 1.00 0.00 KITCHEN 0.0 1.00 0.00 TOTAL 48.50 ki FINISHED GRADE E ELECTRICAL RISER NOTES: 10 PAD MOUNTED TRANSFORMER. SECONDARY VOLTAGE = 208/120V 30, 4W. PROVIDE CONCRETE PAD SIZED PER UTILITY COMPANY REQUIREMENT. 2❑ 127X12"X12'-0" NEMA 3R SERVICE RATED HINGED COVER WIREWAY. INSULATE AND INSTALL ALL TAPS PER NEC. 208/120V 30, 4W W.P. ELECTRICAL METER MOUNTED ON BUILDING EXTERIOR. 4 208/120V 30, 4W 200 AMP NEMA 3R FUSED DISCONNECT SWITCH WITH 2O0AMP 200KAIC RATED FUSES. 5 WEATHERPROOF C.T. CABINET. WIRE AND CONDUIT SCHEDULE COPPER CONDUCTORS (U.O.N.) SYMBOL PER/PHASE NEUTRAL COPPER GROUND CONDUIT 300 KCMIL AL X 2 300 KCMIL AL X 2 O PARALLEL SETS PARALLEL SETS --- (2) 3" O--- --- #2 AWG CU 1-1/4 O250 KCMIL AL 250 KCMIL AL --- 3" O4 #1 AWG AL #1 AWG CU --- 1-1/4" O250 KCMIL AL 250 KCMIL AL #6 AWG CU 3" O#10 AWG CU #10 AWG CU #10 AWG CU 3/4" O300 KCMIL AL 300 KCMIL AL --- 3" TYPICAL INSULATED TAP PER N.E.C. - TYP. EXTEND THE CONDUCTORS THE ENTIRE LENGTH OF WIRING. 5❑ 3 O . . 7 4 3 6 PANEL PALL. LCP 4 3200 'A• 'B• 225 AMP 100 AMP 2 2 M.C.B. M.C.B. 208/120V 208/120V 30, 4W OND 30, 4W OND BOND 32.7 K.A.F.C. 25.9 K.A.F.C. �(1) #2 AWG CU GROUND ROD IN 1-1/4" 2 CONDUIT TO 5/8"x30' CU CLAD GROUND BUILDING THREE POINT GROUND FIELD, CONCRETE STEEL 2 ENCASED ELECTRODE, METALLIC WATER PIPE, ,--� AND BLDG STEEL. CONCRETE ENCASED ELECTRODE METALLIC WATER PIPE PANEL. TO 200 AMP 120V 4W 30.9 K.A.F.C. CA# 26308 I21270.00 Alk I N G E N U I TY ENGINEERS, INC. "PROAGTWE ENGINEERING SOLUTIONS' 4798 NEW BROAD S1 SUITE 3001 ORLANDO, FLORIDA 1407398.6007 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. Q �✓ "; € C C) i z L Jodu P1dCenzle 11 l l l I� .532153 W � � W Q � � z C3 W �U O Z m w mg QQ _j LL J_ N SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: KR PROJECT NO: 20-6001 1 REVIEWED BY: JM 1 1v1 Plan Revisions Date: 1 1 1 06/04/2021 ISSUED FOR PERMIT 1 11 1 10/18/2021 OWNER REVISION 1 Sheet Name ELECTRICAL RISER DIAGRAM & PANEL SCHEDULES Sheet No. E4.0 ONW AND VNW MANUAL MODE 1. SWITCH IS REQUIRED TO TURN LOAD ON. 2. LOAD TURNS OFF WHEN SENSOR TIMES OUT OR WITH SWITCH. O O 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, 120/277 VAC BLACK BLUE LOAD WILL NOT TURN ON. ONW - AUTOMATIC MODE 1. WHEN SENSOR ACTIVATES LOAD TURNS ON. Gff.Eble %Lp 2. SWITCH CAN BE USED TO TURN LOAD ON OR OFF. GROUND 00 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, LOAD WILL NOT TURN ON. NEUTRAL AUTOMATIC MODE OPERATION: 1. WHEN SENSOR ACTIVATES, BOTH LOADS TURN ON 2. LOADS TURN OFF WHEN SENSOR TIMES OUT. RECOMMENDED WIRE: 18-3 AWG STRANDED WIRE SHIELDED OR NON/SHIELDED "USE BLACK LEAD FOR 120VAC. USE ORANGE LEAD FOR 277VAC. CAP UNUSED LEAD. HOT LINE NEUTRAL LOAD NOTES 1. SPD20-MV-NO SWTCHPACK SHOWN. 120/277VAC 20AMP RATING PER RELAY. 2. BLUE AND RED WIRE LEADS ARE NON -POLARITY SENSITIVE. y I 0 � M O (fl � � � t P ��p� i y r) i uJ O o N in i C)CD t1J �— p J N M MN N LL L M cn CO o c U tea, Y O co'� O to N 2 O 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. t1�111t11lft111f N Q v , l.l.l N r ++.. U �,. Is, Jodu hkKa¢Ier11I t I i €1 53253 LOAD "B" / HOT " RED (10-30VDC) RED (24VDC ) WHITE ui BLUE (CONTROL) BLUE (CONTROL -RELAY J2) BLUE (RELAY 1) BLACK BLACK (COMMON) BLUE (RELAY 1) RED (RELAY 2) YELLOW(CONTROL- RELRED (RELAY 2) (OPTIONAL MANUAL -OFF Q TOGGLE SWITCHES) Z a W U) U WALL & CEILING OCCUPANCY SENSOR DETAILS wwvw DUAL AS mamm) z m O NTS M / 290fi_o RTO CAST IRON GRATE ORO= WELL COVER PRECAST CONCRETE GROI1ND NSPECTION WELL 60 CONCENTRIC STRAND COPPER GROLII)D CONDUCTOR 1•1 COPPER BAR CADWELD CO TYPE "LK" 84/0 NSMATED COPPER CONDUCTOR TO BULL ELECTRODE CONDUCTOI R V4-20 LACES) 191MATOR ITYPICAU i2' '2' NOTES, t AT PONT ON ENTRANCE TO FACLITY. PROVIDE SOLDER BLOCK N GROIBDNO ELECTRODE CONDUCTOR SEAL CONDUT TO CONDUCTOR =% WATERPROOF. 2. GROINDBIG ELECTRODE CONDUCTOR SHALL BE MMM SQE OF 04/0 AWOL S. PROVIDE ADDITIONAL RODS AND NTERCONNECTIONS AS NECESSARY TO OBTAN SPECFED MAM4111.11III RESISTANCE TO GROIrR•D. ROPE LAY COPPER GROUND CONDUCTOR TO SYSTEM ABOVE EXOTFER1111C CONNECTION 8/4'XV COPPERWELD ORO= ROD. DRIVE FULL LENgTH NTO GROUND. TOP OF ROD TO IF MN BELOW FNSFED GRADE ITYP). 84/0 BARE COPPER GROLRAM CONDUCTOR NSTALLf-0' MN BELOW FNSHED GRADE ITYP) GROUND INSPECTION WELL DETAIL GROUND BUS DETAIL ELECTRODE GROUND GRID NTS NTS NTS 7� a E m z .o a ILL J N SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: KR PROJECT NO: 20-6001 REVIEWED BY: i M III, Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION ELECTRICAL RISER DIAGRAM CA# 26308 I21270.00 & PANEL Adhk SCHEDULES u c " u 1 I T ENGINEERS, INC. Sheet No. "PROACTIVE ENGINEERING SOLUTIONS" E5.0 4798 NEW BROAD SL SUITE 300I ORlANDO, FLORIDA 1401398.6007 MECHANICAL LEGEND ABBREVIATIONS SUPPLY DIFFUSER. ARROWS INDICATE 1 WAY, 2 WAY, ABV ABOVE MAX MAXIMUM A_100 AIR DEVICE TAG � TEE (PLAN, UP, DOWN). Ap�J ADJUSTABLE MBH 1000 X BTUH OR 3 WAY. NO ARROWS INDICATE 4-WAY. MARK-CFM AF AIRFOIL MIN MINIMUM —� RETURN OR OUTDOOR AIR GRILLE SIDEWALL TRANSFER GRILLE ELBOW (PLAN, UP, DOWN). AFF ABOVE FINISHED FLOOR MVD MANUAL VOLUME DAMPER AC AIR CONDITIONER MZ MULTI -ZONE VALVE ACU AIR CONDITIONING UNIT N.T.S. NOT TO SCALE EXHAUST GRILLE SIDEWALL SUPPLY REGISTER AHU AIR HANDLING UNIT OA OUTSIDE AIRAP ACCESS PANEL OBMVD OPPOSED BLADE MANUAL VOLUME TWO WAY MOTORIZED CONTROL VALVE. BAS BUILDING AUTOMATION SYSTEM DAMPER CEILING MOUNTED EXHAUST FAN SIDEWALL RETURN GRILLE BI BACKWARD INCLINE ODP OPEN DRIP PROOF THREE WAY MOTORIZED CONTROL VALVE. BLDG BUILDING PROP PROPELLER BHP BRAKE HORSEPOWER PCR PRE -CONDITIONED AIR SYSTEM SUPPLY DUCT UP SECTION (RECTANGULAR) SIDEWALL EXHAUST GRILLE OR RETURN WATER SIDEWALL EXHAUST FAN PRESSURE REDUCING VALVE. BTUH BRITISH THERMAL UNIT PER HOUR pCT PERCENT CD CONDENSATE DRAIN user RETURN DUCT UP SECTION (RECTANGULAR) SIDEWALL FRESH AIR INTAKE LOUVER FLOW CONTROL VALVE. CFM CUBIC FEET PER MINUTE PD PRESSURE DROP OR EXHAUST LOUVER CLG CEILING PERF. PL. PERFORATED PLATE BALL VALVE FOR PIPING 2-INCHES AND SMALLER, CW CONDENSER WATER PLBG PLUMBING QS WALL MOUNTED DDC TEMPERATURE SENSOR BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND CWR CONDENSER WATER RETURN PSIA POUNDS PER SQUARE INCH EXHAUST DUCT UP SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. LARGER. ABSOLUTE CWS CONDENSER WATER SUPPLY CHECK VALVE. CHW CHILLED WATER PSIG POUNDS PER SQUARE INCH TQ WALL MOUNTED THERMOSTAT GAUGE x' SUPPLY DUCT DOWN SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. CHWR CHILLED WATER RETURN RA RETURN AIR STRAINER. CHWS CHILLED WATER SUPPLY RD RADIATION DAMPER ® WALL MOUNTED CARBON MONOXIDE SENSOR CONC CONCRETE RETURN DUCT DOWN SECTION (RECTANGULAR) MOUNT 4'-0" ABOVE FINISHED FLOOR. BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION REG REGISTER OF DIFFERENTIAL PRESSURE METER. VALVE SHALL COND CONDENSATE REQ'D REQUIRED 02 WALL MOUNTED CARBON DIOXIDE SENSOR HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS CONT CONTINUOUS RG RETURN AIR GRILLE MOUNT 4'-0" ABOVE FINISHED FLOOR. VALVE PRESSURE DROP. CO CARBON MONOXIDE EXHAUST DUCT DOWN SECTION (RECTANGULAR) RH RELATIVE HUMIDITY OH WALL MOUNTED DDC HUMIDITY SENSOR A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL CO2 CARBON DIOXIDE RPM REVOLUTIONS PER MINUTE MOUNT 4'-0" ABOVE FINISHED FLOOR. TEMPERATURE AND PRESSURE TEST PORTS. COP COEFFICIENT OF PERFORMANCE RR RETURN AIR REGISTER SUPPLY DUCT UP SECTION (ROUND). � CU CONDENSING UNIT RTU ROOFTOP UNIT �^J WALL MOUNTED HUMIDISTAT SENSOR DB DRYBULB � � �— UNION. SA SUPPLY AIR MOUNT 4'-0" ABOVE FINISHED FLOOR. r SUPPLY DUCT DOWN SECTION (ROUND). DWDI DOUBLE WIDTH, DOUBLE INLET SF SUPPLY FAN 0REFERENCE NOTES VENTURI FLOW METER. DWGS DRAWINGS SDT SMOKE DETECTOR DX DIRECT EXPANSION SD SUPPLY DIFFUSER LINEAR SLOT DIFFUSER O REFERENCE NOTE - MULTI -DISCIPLINE SHEETS OR TEMPERATURE PORT EF EXHAUST FAN SDMP SMOKE DAMPER PRESSURE AND/OR EXH EXHAUST SQ.FT. SQUARE FOOT --�-° EXISTING LINEAR SLOT DIFFUSER Q DEMOLITION NOTES EA EACH SR SUPPLY REGISTER THERMOMETER. EAT ENTERING AIR TEMPERATURE STIR STARTER RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING INDICATES POINT OF CONNECTION BETWEEN NEW EER ENERGY EFFICIENCY RATIO SWSI SINGLE WIDTH, SINGLE INLET DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME AND EXISTING. ELECT ELECTRICAL A B PRESSURE GAUGE WITH GAUGE COCK. SZ SINGLE ZONE SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. POINT OF DISCONNECT ENT ENTERING FIRST DIMENSION IS THAT OF SIDE SHOWN. � EQ EQUAL TEFC TOTALLY ENCLOSED FAN COOLED FLEXIBLE CONNECTION. TEMP TEMPERATURE A QI ROUND DUCTWORK. CWS CONDENSER WATER SUPPLY PIPING. ER EXHAUST REGISTER TG TRANSFER GRILLE CONICAL FITTING WITH DAMPER ON BRANCH EWT ENTERING WATER TEMPERATURE CONNECTION TO RECTANGULAR MAIN PRESSURE RELIEF VALVE. FC FORWARD CURVED T/0 TRANSFER OPENING ABOVE CEILING (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). CWR CONDENSER WATER RETURN PIPING. T'STAT THERMOSTAT FCU FAN COIL UNIT lYP TYPICAL BCWS BUILDING CONDENSER WATER SUPPLY PIPING. 24V AUTOMATIC CLOSING MOTORIZED ACTUATOR FD FIRE DAMPER UC UNDERCUT (DOOR) EXISTING DUCTWORK TO REMAIN FL FLOOR FLEX FLEXIBLE CONNECTOR OR DUCT VFDC CONTROLLER VARIABFREQUENCY DRIVE —�-R DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. BCWR BUILDING CONDENSER WATER RETURN PIPING. O OPENING IN WALL ABOVE CEILING. FPM FEET PER MINUTE VAV VARIABLE AIR VOLUME F/S COMBINATION FIRE AND SMOKE DAMPER VS VARIABLE SPEED CHWS FT. HD. FEET OF HEAD CHILLED WATER SUPPLY PIPING. VFD VARIABLE FREQUENCY DRIVE DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. Af{ CEMENT 'F DEGREES FAHRENHEIT _--► D � EQUIPMENT TAG GA GAUGE W WAITS CHWR CHILLED WATER RETURN PIPING. MARK W / WITH OPPOSED BLADE VOLUME DAMPER (OBD). -4 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION GAL GALLON GALV GALVANIZED W/0 WITHOUT HWS HEATING WATER SUPPLY PIPING. UWB WETBULBC OF FLOW GPM GALLONS PER MINUTE �II ZD ZONE DAMPER FLEXIBLE DUCT CONNECTION. HP HORSEPOWER HWR HEATING WATER RETURN PIPING. ELBOW WITH TURNING VANES HTWR HIGH TEMPERATURE HOT WATER RETURN H1WS HIGH TEMPERATURE HOT WATER SUPPLY FIRE DAMPER WITH ACCESS PANEL CD CONDENSATE DRAIN PIPING.@:1 HW HOT WATER HWR HOT WATER RETURN SMOKE DAMPER WITH ACCESS PANEL. R REFRIGERANT PIPING A IDENTIFICATION TARGET. HWS HOT WATER SUPPLY B A = DETAIL NUMBER. HVAC HEATING VENTILATING AND AIR CONDITIONING FS FLOW SENSOR. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. HV HEATING AND VENTILATING BACK DRAFT DAMPER RADIATION DAMPER INSTALLED IN. H2O INCHES WATER GAUGE BD SP D5__ANR IN AIR DEVICE KW KILOWATTS STATIC PRESSURE TRANSMITTER ASSEMBLY. LAT LEAVING AIR TEMPERATURE -MvrEXISTING DUCTWORK TO BE REMOVED ElmRp RADIATION DAMPER INSTALLED lD LINEAR DIFFUSER DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY L IN DUCT. LWT LEAVING WATER TEMPERATURE ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR RECTANGULAR BRANCH DUCT CONNECTION. CONTROL REQUIREMENTS. L=1/4W,V45! CONDENSER UNIT OR HEAT PUMP MIN. 4"W EXPOSED DOUBLE WALL INSULATED DUCTWORK (D LO zM _ O zCD z� z OL C) O Lu N U a !11 J n M 6 — p cu U J L V 00 UN 7 O 00 lJ O O C R . _N O O N 2 O Nj_U�)C 9. a 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. NN�tVtiiil{1llrr�fji o P, SA ��` •''` E °• `5 ��, o Lu z.4 ➢a.,.i OF 60=111th A Seer raei No. "412 SHEET INFORMATION DATE: 10 119/2021 DRAWN BY: E E B PROJECT NO: 20-6001 REVIEWED BY: SAS Ir Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION Sheet Name MECHANICAL CA# 26308 121270.00 LEGEND, NOTES id1h I N G E N U I TY & ABBREV. ENGINEERS, INC. Sheet No. 140? "PROACTIVE ENGINEERING SOLUTIONS" MO.1 479E NEW BROAD ST. SUITE 3001 ORLANDO, FLORIDA 1407.398.6007 Eel I w, 9 ZM q THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED IN DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. SCOPE OF WORK: FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUCTWORK. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUAN11TY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICAT10N OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MAN PROVIDE COMPLETE MAINTENANCE MANUALS IN PDF FORM ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: — OPERATING AND MAINTENANCE INSTRUCTIONS — SPARE PARTS LIST — COPIES OF WARRANTIES — WIRING DIAGRAMS — INSPECTION REPORTS AND APPROVALS — SHOP DRAWINGS AND PRODUCT DATA — TEST AND BALANCE INFORMATION TRAINING SERVICE THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANIX/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. SUBS11TUTIONS: EQUIPMEN'r AND DESIGN OF SYSTEMS INDICATED ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS *STANDARD OF QUALITY". NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. ALL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS OR INDICATED IN SPECIFICATIONS. DEVIA11ONS FROM SPECIFIED EQUIPMENT AFFECTING ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BETWEEN VENDOR, MECHANICAL CONTRACTOR, AND ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. FAILURE TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IN ADDITION, THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. AP LICABLE CODESISTANDARDS: — 2020 FLORIDA BUILDING CODE (FBC) — 20120 FLORIDA MECHANICAL CODE (FMC) — 2020 FLORIDA PLUMBING CODE (FPC) — 2020 FLORIDA ENERGY CODE (FEC) — NFPA LATEST EDITION — SMACNA DUCT CONSTRUCTION STANDARDS — AaiRAE — 2017 NATIONAL ELECTRIC CODE (NEC) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. MECHANICAL SPECIFICATIONS SHOP DRAWINGS AND SUBMITTALS: SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT FOR ENGINEER'S APPROVAL PRIOR TO PURCHASE AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS. HVAC CONTRACTORS SHALL SUBMIT COMPLETE DUCTWORK SHOP DRAWINGS FOR RE14EW BY THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH GENERAL CONTRACTOR REGARDING EXACT OPENINGS REQUIRED IN EXTERIOR WALLS. THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. SYSTEM IDEN71FICATION: PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATION DEVICE AND DISCONNECT. LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. LErrERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH HIGH FOR EQUIPMENT INFORMATION. VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS SECURED WITH BRASS CHAINS INDICATING THE VALVE SIZE, SERVICE AND FUNCTION. EXECUTION: ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD —VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECT10N LOCATIONS, TYPES AND SIZES. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. PIPING: CONDENSATE DRAINS: CONDENSATE PIPE TO BE TYPE L COPPER OR SCHEDULE 40 PVC. ROUTE AS INDICATED ON PLANS. UNITS 3 TONS AND SMALLER MAY DRAIN TO GRADE, ELSE COORDINATE WITH PLUMBER TO PROVIDE HUB DRAJN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P—TRAP AT UNIT SIZED FOR 2* GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2- ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4- PIPE SIZE. DRAIN LINE SHALL SLOPE A MINIMUM OF 1/8- PER FOOT TOWARDS DRAIN. REFRIGERANT PIPING: PIPING SHALL BE MELD FABRICATED ASTM B280 MUELLER STREAMLINE ACR OR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT COPPER LONG RADIUS REFRIGERATION TYPE. WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANLINESS OF PIPING SYSTEMS IS MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. THE ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THESE CRITERIA. COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4- FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PAINT ALL INSULATION EXPOSED TO OUTDOORS WITH UV PROTECTIVE PAINT PER MANUFACTURERS RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS SOFT DRAWN TUBING WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU'S. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'—Ow INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. FURNISH ALL LABOR AND MATERIALS TO REPLACE REFRIGERANT LOST DURING THE ONE YEAR WARRANTY PERIOD. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL #260 CLEVIS TYPE, 5'-0- ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. PIPE SUPPORT: ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT. SUPPORT IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS, CONTROLS, ETC. SUPPORT AT MIN. 8'-0* INTERVALS FOR VERTICAL PIPES, 5'-0" FOR SUSPENDED HORIZONTAL PIPING. ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY F17TED WITH MASON INDUSTRIES VIBRATION ISOLA71ON EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL. DUCTWORK: ALL DIMENSIONS ARE INSIDE NET FREE AREA. MATERIALS: LOW PRESSURE SUPPLY AND RETURN DUCTWORK SHALL BE FIBERBOARD EQUAL TO MANSVILLE FR-800 (SUPERDUCT). PROVIDE MINIMUM -R- VALUE OF 4.2 FOR DUCTS INSTALLED IN CONDITIONED SPACE AND 6.0 FOR DUCT INSTALLED IN UNCONDITIONED SPACE. DUCTWORK SHALL BE LINED WITH ANT] MICROBIAL COATING. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE ALONE IS NOT ALLOWED. MEDIUM PRESSURE DUCT SHALL BE STEEL SHEET METAL. GENERAL EXHAUST DUCTS SHALL BE GALVANIZED OR STAINLESS STEEL SHEET METAL. WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL SHEET METAL. ADJUSTABLE SPUTTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, FIBERGLASS INSULATION WITH AN R—VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE SLEEVE. THE ENTIRE FLEXIBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL-181 CLASS 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 7'-0". FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. INSTALL DUCTWORK INDICATED ON DRAWINGS, MAKING NECESSARY CHANGES IN CROSS —SECTIONS AND OFFSETS, WHETHER OR NOT SPECIFICALLY INDICATED. SPIRAL DUCTWORK SHALL BE SIMILAR TO "SEMCO" MODEL SL(85)P LOW PRESSURE. INSULATION: SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS—CORNING, MANVILLE, PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED. INSULATION TO HAVE TYPE 11 FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 25/SMOKE DEVELOPED 50/FUEL CONTRIBUTED 50. INSTALL INSULATION PER SMACK FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION REQUIREMENTS AS FOLLOWS: — SUPPLY AND RETURN AIR UNCONDITIONED: 2" (R-6 MIN) — OUTSIDE AIR: 2" (R-6 MIN) PROVIDE ALL EXTERIOR INSULATION DUCTWORK OR PIPING EXPOSED TO THE OUTDOORS WITH A MINIMUM 8 MIL THICK ALUMINUM OR PVC JACKET. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE —SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF GUARANTEE. CONTROLS: FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATION SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH —IN, CONTROL, POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. EQUIPMENT: INSTALL DUCT SMOKE DETECTORS FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF AIR HANDLING UNITS EXCEEDING 2000 CFM AND WHERE INDICATED ON DRAWINGS. DETECTOR TO SHUT DOWN WHEN ACTIVATED. AIR CONDITIONING UNITS (DX SPLM: UNITS SHALL BE SPLIT SYSTEM AIR—TO—AIR ELECTRIC AIR CONDITIONING UNITS AND HEAT PUMPS AS SCHEDULED ON DRAWINGS. UNITS WITH INTEGRAL ELECTRIC RESISTANCE HEATERS SHALL HAVE A SINGLE —POINT ELECTRIC CONNECTION. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDED AND COATED WITH BAKED ENAMEL. CABINET INSULATION SHALL COMPLY WITH FLORIDA ENERGY CODE. FANS AND MOTORS — THE INDOOR AIR FANS SHALL BE OF THE FORWARD —CURVED CENTRIFUGAL CLASS 1 TYPE. MOTOR AND DRIVE TO PROVIDE HIGHER FAN OUTPUT WHEN JOB REQUIREMENTS EXCEED STANDARD FAN CAPACITY SHALL BE PROVIDED. COOLING SYSTEM SHALL BE PROTECTED BY LOSS OF CHARGE PROTECTION, HIGH AND LOW PRESSURE SENSORS, COMPRESSOR MOTOR OVERLOADS, AND A TIMING DEVICE WHICH WILL PROHIBIT THE COMPRESSOR MOTOR FROM BEING SUBJECTED TO A STARTING CURRENT MORE THAN ONCE EVERY FIVE MINUTES. HEAT PUMP/CONDENSING UNIT INSTALLATION: PROVIDE CONCRETE PADS FOR GRADE MOUNTED CONDENSING UNITS. PADS SHALL BE A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE 4" LARGER ON EACH SIDE THAN THE FOOTPRINT OF THE CONDENSING UNIT. VERIFY UNIT DIMENSIONS WITH APPROVED SHOP DRAWINGS PRIOR TO FABRICATION OF PADS. EXHAUST FANS: FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL CAPS A MINIMUM DISTANCE OF 10'-0* FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SHALL NOT EXCEED NC-30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. 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. 0j%%11I11jjj/j1/ 9 P, , sA , //", N� C E < Lu (0 CZ5 z: r� J)64 Lu L5 cr> ex 10NA Sowlith A, Sawra'sW143 No. "412 Lu 0 cn E co z fl 0� w z w U z w _j LL U) CL w N SHEET INFORMATION DATE: 10/19/2021 DRAWN BY: EEB PROJECT NO: 20-6001 REVEWED BY: SAS Ir Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 10/18/2021 OWNER REVISION me MECHANICAL CA# 26308 121270.00 SPECIFICATIONS Alk INGE NU I TY ENGINEERS,INC. Sheet No. 111F "PROACTIVE ENGINEERING SOLUTIONS" MO.2 4798 NEW BROAD ST SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 GENERAL NOTES 1 1. CONTRACTOR TO PROVIDE NAMEPLATE FOR EACH CONDENSING UNIT THAT UNIQUELY IDENTIFIES THE FCU THAT IT SERVES. REFERENCE NOTES Q1 MOUNT CU ON 6" THICK CONCRETE PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 4" ON ALL SIDES AND SHALL ALLOW FOR REFRIGERANT PIPING STUB -UP. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CONDENSING UNIT SECURELY TO PAD. LOCATION OF CONDENSING UNIT IS APPROXIMATE. COORDINATE WITH LANDSCAPING AND ARCHITECTURAL PLANS. O2 MOUNT FAN COIL UNIT PER DETAIL ON SHEET M3.0. PROVIDE MINIMUM NEC REQUIRED CLEARANCE. Q3 ROUTE REFRIGERANT LINES FROM FCU, BELOW GRADE, AND UP TO CONDENSING UNIT PAD. SEE UNDERGROUND REFRIGERANT LINE DETAIL ON SHEET M3.0. SIZE LINE SETS ACCORDING TO MANUFACTURER'S RECOMMENDATION. ® ROUTE 1" CONDENSATE DRAIN LINE WITH P-TRAP FROM FCU UNDERGROUND TO DRYWELL. SLOPE 1 /8" PER FOOT. INSTALL A MINIMUM OF 1' FROM STRUCTURE. REFER TO DETAIL ON M3.0. OO MINIMUM 26 GAUGE GALVANIZED STEEL EXHAUST DUCT SIZED PER PLAN. TERMINATE WITH ROOF VENT CAP AND INTEGRAL BACKDRAFT DAMPER PER DETAIL ON SHEET M3.0. PRIME COAT AND PAINT CAP TO MATCH BUILDING COLOR. © 12"x24" OUTSIDE AIR INTAKE LOUVER SIMILAR TO GREENHECK EVH-501 D. INSTALL 24V AUTOMATIC CLOSING MOTORIZED DAMPER AS SHOWN AND INTERLOCK WITH FCU TO OPEN WHEN FAN IS ENERGIZED AND CLOSE WHEN FAN IS DEENERGIZED. ENSURE DAMPERS ARE INSTALLED WHERE THEY ARE EASILY ACCESSIBLE. ( BATHROOM EXHAUST FAN SHALL BE CONTROLLED VIA TIME CLOCK. n ^^"n-M^' r'VL1BUST FAN VIA ROOM LIGHT SWITCH. ITY BACKDRAFT DAMPER ABOVE CEILING MOUNTED LLE. 0 NCN DC *III cl if I 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. il�`$ittt4llEtlfl����f N Lu Lu za` 0 R a� �tjfJdt Somlith A, Sa ran No. 66412 #} WE) Eg- 33SOFT 33SOFT W G4-75 44 G4-75 . - 4f 60 a s� � 60� � 3 Sid€ ': 60 . I � T UC G4-75 G4-75 I z Gl 250 fl T 400 SOFT — 413 SQfSNACK AREA 7 l — - 311 - - — _ _.. _ - s�250 G - - —- CLOS Fax 5 80 EST, EST, - GREAT OM O 1 s � A UC A UC CA 15SQF i 100 M O (gi ri 18/1 �s z 10� H FOYER 1 3 400 4 DRYWELL r _ F_ -',,- F-1650 2 G1-25 _ 90 C>` _[IT S(,FT 89 SOFT 380 SOFT ►UCi i 00 � 113/16 '� u 10f 124� CA# 26308 I21270.00 INGENUITY ENGINEERS, INC. "PROACTIVE ENGINEERING SOLUTIONS" 479E NEW BROAD S1 SUITE 300 1 ORLANDO, FLORIDA 1407.398.6007 LL U) Lu N SHEET INFORMATION DATE: 10 / 19 / 2021 DRAWN BY: E E B PROJECT NO: 20-6001 1 REVIEWED BY: SAS 1 Ivi Plan Revisions Date: 1 06/04/2021 ISSUED FOR PERMIT 1 1 10/18/2021 OWNER REVISION Name FLOOR PLAN MECHANICAL No M2.0 INSULATE ENTIRE LENGTH OF SUCTION LINE FLUSH AT CONDUIT ENTRANCE OR PACK WITH ROCK WOOL 6" MINIMUM E FrnCJE� I SLAB I LONG SWEEP 90' ELBOW OR 45' BEND PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4"0 FOR ONE " INSIDE VIA OUTSIDIE 45* BEND APPLY TWO COATS OF VINYL -LACQUER FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION SEAL OPEN END WITH LIQUID LINE NON TOXIC EXPANDABLE FOAM AND CAULK WEATHERIGHT. EXTEND PVC 4" ABOVE PAD CONDENSING UNIT PAD FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE INSERTS OR EXPANSION ANCHORS - DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE SET OF LINES. 6 0 FOR UP ROUTE CONDUIT UNDER SLAB FOOTER TO 3 SETS OF LINES. — AND COMPACTED FILL. COMPACTED FILL SHALL BE AT LEAST 4* TO GRADE UNDERGROUND REFRIGERANT LINES NTS 1 PVC CONDENSATE PIPING SHINGLE ROOF, REFER TO ARCHITECTURAL GRADE CAST IRON COVER__"*'� DRAWINGS PAINTED MEL ROOF JACK WITH INTEGRAL FLASHING, BACKDRAFT DAMPER AND BIRDSCREEN. PAINT TO MATCH ROOF COLOR. EXHAUST DUCT FROM 24" R.C.P. PEA GRAVEL OR Lg PLANS ROUTED TO PIPE SECTION CRUSHED ROOF CAP. 24" LONG STONE ROOF CAP AS MANUFACTURED BY AIR KING OR EQUIVALENT. INCLUDE BIRD SCREEN FOR FRESH AIR INTAKE AND BATHROOM EXHAUST. INSTALL PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. USE MODEL NUMBER PER CONNEC71ON DUCT SIZE ON PLANS. DUCT SIZE MODELf Up To ion PRC10R ROOF EXHAUST CAP DETAIL NTS TIE DOWN EQUIPMENT ON ALL SIDES WITH MINIMUM #14 SCREWS AND GASKETED WASHERS. FOLLOW TABLE FOR QUANTITY OF SCREWS PER SIDE TO USE BASED ON LENGTH OF SIDE TO BE SECURED. _114 FASTENER QUANTITY TABLE QUANTITY LENGTH OF SIDE 1 PER SIDE LESS THAN 12" 2 PER SIDE 12" TO 24" 3 PER SIDE 24* TO 36" GROUND MOUNTED EQUIPMENT TIE DOWN DETAIL SCALE: N.T.S. CAULK (TYPICAL) LOUVER PROVIDE ANGLES AT TOP AND SIDES ACCESS DOOR CAM LOCK LATCH PROVIDE INSULATED METAL PANEL ON UNUSED PORTION OF LOUVER. CAULK EDGES AIR TIGHT. DUCT CONNECTION TO LOUVER 0.14ut=1109 DAMPER WHERE SPECIFIED FIN.CEILING RETURN AIR DUCT MECH. ROOM WALL---, BALANCING DAMPER FLEXIBLE CONNECTION BALANCING DAMPER FIN.FLOOR 'C' CHANNEL SUPPORT AS REQ'D -,,—OPEN TO SOIL CONDENSATE DRYWELL DETAIL SCALE: NTS SUPPORT FAN FROM FACTORY MOUNTED BRACKETS FOR METAL ROOF DECKS: SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL STEEL ELEMENTS. BEAM CLAMP THREADED HANGING ROD AIR FLOW FLEXIBLE CONNECTOR WITH GROUND STRAP (TYP.) NEOPRENE GROMMET AND SH47 SLEEVE SECURED WITH S'TEL WASHERS & NM ON BOTH SIDES OF CEILING IRT 7FAN EACH MOUNTING BRACKET (TYPICAL-4) DO NOT SUPPORT FAN EXHAUST GRILLE FROM CEILING CEILING MOUNTED EXHAUST FAN DETAIL SCALE: NTS EXTERIOR WALL MAX. 15* TRANSITION RESSURE + 2- NOTES: 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. CONDENSATE DRAIN CONNECTION DETAIL SCALE: NTS OUTSIDE AIR DUCT SUPPLY AIR DUCT FLEXIBLE CONNEC11ON FAN COIL UNIT u') C14 Zz >_ i CL a_ V) OUTSIDE AIR DUCT FINISHED CEILING WALL REFRIGERANT LINES c— BALANCING DAMPER - c— _j c- R/A PLENUM BASE y -------------- 9 (SEE DETAIL ON RETURN AIR GRILLE - THIS SHEET) VIBRATION ISOLATION FIN.FLOOR VERTICAL FAN COIL UNIT DETAIL SCALE: NTS FCU-2 SIDE TAKE -OFF FITTING EQUAL TO FLEXMASTER STO (22 GA. MIN.) 0.25 D ROUND DUCT RECTANGULAR DUCT /_ I TO AIR VALVE CL a_ VOLUME DAMPER CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND -OF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200-DS. FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX DUCT MAX. 8'-Om LONG, USE CLAMP To ATTACH FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY 3'-Ow FROM STRUCTURE. DUCT CONNECTION DETAILS SCALE: NTS -,------------SUPPLY AIR DUCT FINISHED CEILING IF APPLICABLE. FLEXIBLE CONNECTION !C1 IL- - - - MAIN DUCT AIR HANDLING UNIT -CHILLED WATER SUPPLY AND RETURN CONDENSATE DRAIN ,�(SEE DETAIL) LF� R/A PLENUM BASE (SEE DETAIL) VIBRATION ISOLATION PADS 'C' CHANNEL SUPPORT AS REQ'D _/ VERTICAL FAN COIL UNIT DETAIL SCALE: NTS FCU- 1 ROUND SPIN -IN COLLAR MOUNT (D V IN SIDE OF DUCT UNLESS co 0 SPECIFICALLY SHOWN OTHERWISE DUCT SEALER AT SPIN 0 COLLAR CONNECTION C14 'D ADJUSTABLE CLAMP TO MAIN z < UPPER ATTACHMENT PER SMACNA SUPPLY DUCT SIZE AS __j MAX. SAG 1/2- PER FOOT SHOWN ON PLANS 11M, 0 BETWEEN SUPPORT POINTS MAXIMUM D/8 OFFSET ALLOWED IN LAST D INCHES TO DEVICE WHERE D IS THE INTERNAL FLEX DIAMETER SEE NOTE 3 C) 0 VOLUME DAMPER WITH LOCKING =3 ADJUSTABLE CLAMP STAINLESS STEEL U) QUADRANT AND 2" STANDOFF NECK SIZE TO MATCH DUCT SEALER LO co _j " c) FLEX DUCT SIZE INDICATED E = n M INSULATE TOP PANEL 8 N 11c: u C) - -0 OF LAY -IN DIFFUSER law 1:5-600 0 0) 0 c 4) D (n CC 0 - 00 4 -777-n 0 'n Of < 0) cq 2 6 CEILING (T-BAR SHOWN) N C 11 1) C AIR DISTRIBUTION DEVICE, SEE PROVIDE CEILING ACCESS A 0 �f GYPSUM BOARD SIMILAR SCHEDULE. LAY -IN SHOWN- PANELFOR DAMPER ACCESS B'W SURFACE MOUNT SIMILAR IN NON -ACCESSIBLE CEILINGS THIS DOCUMENT AND/OR THE DESIGN NOTES: CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. ALL RIGHTS OF OWNERSHIP, INCLUDING 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. COPYRIGHT OF INTELLECTUAL PROPERTY, 3. MINIMUM 1-1/2- WIDE 22 GAUGE GALVANIZED STRAP HANGER. INSTALL PER GUIDELINES SET FORTH IN CHAPTER 3 OF THE MOST ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT CURRENT EDITION OF THE S.M.A.C.N.A. TECHNICAL MANUAL TITLED "HVAC DUCT CONSTRUCTION STANDARDS METAL AN FLEXIBLE". AND/OR THE DESIGN CONCEPT WITHOUT 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED. ELBOW RADIUS SHALL BE NO LESS THAN R/D=1.0. THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND FLEXIBLE DUCT INSTALLATION DETAIL INTERNATIONAL LAW. SCALE: NTS Z:�� \\\\\ p, -co /,///, \A STRAP OR c ANGLE < 2 MAX. 60"—1 SEE NOTE 3 —OVER 60" C) 44i THREADED 0 �IA i R C-0 a A A HANGER ROD--,,, C*4 z 414r,- 0\ GALVANIZED Ifth A, ba No. "412 104 SCREWS TYPICAL- 1 " MIN HANGER STI UNISTRU' ANGLE 11 CONTINUOUS HANGER STRAP MOUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2- x 22 GAGE GALVANIZED STEEL. SEAL INSULATION JOINTS AND BREAKS IN VAPOR BARRIER WITH GLASS FABRIC AND MASTIC (NO TAPE ALLOWED) BAND STRAPS HANGER BAND DUCT HANGER DETAIL SCALE: NTS DRAWBAND ON OUTSIDE OF INSULATION AROUND JACKET -DRAWBAND ON FLEXIBLE DUCT (INNER SLEEVE) INSULA11ON AND JACKET /-FLEXIBLE DUCT BUTTERFLY DAMPER WITH LOCKING QUADRANT OPERATOR WATrD DACC N 11T 11 WATER BASE DUCT SEALER BETWEEN FLEXIBLE DUCT AND SHEETMETAL DUCT (APPLY SEALER UJ < z _j LL 0 w U) >_ w 0 z N 00 w co 5 < < E M z .2— SHEET INFORMATION DATE: 10119/2021 DRAWN BY: EEB PROJECT NO: 20-6001 REVIEWED BY: SAS Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 7 10/18/2021 OWNER REVISION SPIN IN FfTTING TO BOTH SHEETMETAL AND INSIDE _j OF FLEX PRIOR TO ASSEMBLY) 71 INSULATION AS SPECIFIED Sheet Name OVERLAP FULL DISTANCE OF NECK NOTES: 1. TYPICAL FOR: LOW PRESSURE AND HIGH PRESSURE MECHANICAL CONNECTION TO MAIN DUCT, FAN TERMINAL UNITS, VARIABLE CA# 26308 121270.00 DETAILS AIR VOLUME UNITS, AND DIFFUSERS. 2. DRAWBANDS SHALL BE EQUIVALENT TO PANDUIT PLT-H. hk A I N G E N U I T Y FLEXIBLE DUCT CONNECTION DETAIL ENGINEERSINC. Sheet No. SCALE: NTS IRV "PROACTiVE ENGINEERING SOLUTIONSM AmInn I 1r&A I nnn A n nr ni a rrr- no% n I r%nm a a an^ wa ^ms m a i — — ^^ — M3.0 ION GENERATORS MARK MAX VARIABLE TREATED ELECTRODE DRY POWER OUTPUT W/ MANUFACTURER & MODEL AIRFLOW QTY I PAIRS CONTACTS (VA) AIRFLOW I NUMBER 1950 1 1 2 INCLUDED 0.8 VA INTEGRAL PLASMA AIR - N7200 _F-1 NOTES: 1. INSTALL ION GENERATOR IN FCU. 2. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 3. ION GENERATORS SHALL BE POWERED WITH 24 V FAN CONTROL. n Project Name: 121270.00 1 . Summary Ventilation Sizing Method ... - ... ......... Design Condition Occupant Diversity Uncorrected Ventilation Airtlow Rate System Ventilation Efficiency Design Ventilation Airflow Rate 9 qnA.-a Vewnfiliatinn Anahmin Tahla DX FAN COIL UNIT SCHEDULE FAN COOUNG COIL AUXILIARY ELECTRICAL UNIT INFORMATION ELECTRIC MARK SERVICE TOTAL AIR OUTSIDE r-S.p. L * DRIVE BLOWER ENTERING LEAVING TOTAL SENSIB LE HEATER 'LT VO AGE/ DIMENSIONS OPERATING NOMINAL NOTES FLOW (CFM) AIR FLOW (CFM) (IN.WG.) TYPE SPEED HP AIR TEMP. CF DB/WB) AIR TEMP. (*F DB/WB) CAPACITY (MBH) CAPACITY (MBH) I 0240V PHA E S MCA M OCP (WxDxH) WEIGHT (LBS) MANUFACTURER MODEL NUMBER TONS FCU-1 CLUB ROOM 1950 1 300 1 0.50 DIRECT 1 3/4 1 77/64.2 155.19/53.981 57.41 1 44.4�= 11.5 KW 1 208/1 1 76.3 1 80 1 22" x 22" x 54" 1 175 CARRIER FE14CNFO60 1 5 j 1,2,3 FCU-2 EXERCISE 1950 1 300 1 0.50 DIRECT 1 1 3/4 1 77/64.2 155.19/53.981 57.41 1 44.48 1 11.5 KW 1 208/1 1 76.3 1 80 1 22* x 22" x 54* 175 CARRIER FB4CNFO6O 5 1,2,3 NOTES: 1. PROVIDE COMPLETE WITH SINGLE POINT WIRING, 1" THICK CABINET FOIL FACED INSULATION, AND FUSED DISCONNECT. 2. CONTRACTOR INSTALL MANUFACTURER RECOMMENDED 7-DAY PROGRAMMABLE DIGITAL THERMOSTAT IN SPACE AS INDICATED ON UNIT PLANS. 3. OUTSIDE AIR QUANTITY AIR FLOW IS 1/2 OF THE LISTED VENTILATION I RATE IN THE SIZING SUMMARY BELOW BECAUSE AN ION GENERATOR IS UTILIZED TO ELIMINATE THE VOC'S. AIR COOLED CONDENSING UNIT SCHEDULE NOMINAL COMPRESSOR ELECTRICAL UNIT INFORMATION PIPE SIZE MARK LOCATION COOLING MINIMUM SEER NOTES OUTDOOR VOLTAGE/ UNIT SIZE OPERATING (MBH) DESIGN QTY. I PHASE MCA I MOCp I L x W x H WEIGHT MANUFACTURER I MODEL NUMBER R LUQUID I , TEMP. (F-) - (LBS) I I CU� GRADE 1 60 1 95 1 208/1 1 32.5 1 � 35- x 35" x 46" 1 272 CARRIER CA16NA061 ��1-1/81 3/8 1 14 1 1,2 CU-2 GRADE 1 60 1 95 1 208/1 1 32.5 1 50 1 35" x 35" x 46" 272 CARRIER CA16NA061 11-1/81 3/8 1 14 1 1,2 NOTES: 1. PROVIDE COMPLETE WITH R410-A REFRIGERANT, SCROLL COMPRESSOR, FIELD INSTALLED FiLTER/DRIER, FRONT SEATING SERVICE VALVES, INTERNAL PRESSURE RELIEF VALVE, INTERNAL THERMAL OVERLOAD, LONG UNE CAPABILITY, LOW AMBIENT CAPABIUTY/KIT (WHERE REQUIRED), ACCUMULATOR, HIGH PRESSURE CUTOUT SWITCH, AND LOSS OF CHARGE SWITCH. 2. PROVIDE WITH THESE FACTORY OPTIONS: ANTI -SHORT CYCLE RELAY, TIME DELAY RELAY (TO MEET ARI RATING WHERE INDOOR UNIT IS NOT EQUIPPED), ANTI -SHORT CYCLE TIMER, EVAPORATOR FREEZE THERMOSTAT & ISOLATION RELAY (WHEN LOW AMBIENT KIT USED), UQUID LINE SOLENOID VALVE, AND BI-FLOW TXV LOW AMBIENT CONDENSER FAN MOTOR SPEED CONTROLLER. ASHRAE Std 62-1-2007 Meeting operation 1.000 376 CFM 0.893 426 CFM zing Summary for FICU-1 Zone Name I Spece Name ULdt Supply Air (CFU) Floor Area (W) Required Outdoor Air (CFWtV) Tkne Averaged Occupancy Requkw Outdoor Air (CFMOerson) AW Distribution EffecIliveness Required Outdoor Air (CFM) Uncorrected Outdoor Air (CF111111) Space Venmation Efficiency Zone 1 Great Room 1 1198 1120.0 0.06 34.0 7.50 0,80 403 3122 0.883 Kitchen Area 1 194 162.0 0.06 4.0 5.00 0.80 37 30 1.028 Mech/Elec - SE 1 42 69,0 0.06 0.0 0.00 0,80 5 4 1 �097 Storage 1 431 74,01 0.121 0.01 0.001 0.801 ill 91 0.9 Foyer 1/2 1 1 2371 190.01 0.061 0.01 o.001 0,801 141 71 1,159 Totals (Incl. Space Multipliers) 1 17141 1 1 1 1 1 1 =1 O.W1 Project Name: 121270.00 1. Summary Ventilation Sizing Method Design Condition Occupant Diversay Unoorrected Ventilation Airflow Rate System Ventilation Efficiency Design Ventilation Airflow Rate Ventilation Sizing Summary for FCU-2 ASHRAE Std 62.1-2DO7 Heating operation 1.000 333 CFM 0.612 S44 GFM ri Flowl Requiredl Tkmi Requiredi Supply All Am Outdoor Air Averagecill Outdoet Airl Distri It - MY, r7q.,7J::l 1111FITTITT"Ary; �111=_ Required I Uncorrected Space OtddoorAJrl OutodootAlri Ventilation la EXHAUST FAN ISCHEDULE MARK I AREA SERVED TYPE CFM DRIVE TYPE I E.S.P. I wArrs/HP I R.P.M. I VOLTS/PH ISONESI MANUFACTURER I MODEL NO. I NOTES EF-1 WOMEN'S CABINET 350 DIRECT 0.4 135 WATTS 1235 120/10 4.0 GREENHECK I SP-A390 EF-2 MEN'S CABINET 250 DIRECT 0.4 135 WATTS 1092 120/10 3.0 GREENHECK SP-A390 -1 1 EF-3 JAN CABINET 50 DIRECT 0.4 54 WATTS 819 120/111 2.5 GREENHECK SP-E180 2 NOTES: 1. 2. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY SOLID STATE SPEED CONTROLLER, FACTORY BACKDRAFT DAMPER, AND FACTORY HANGING VIBRATION ISOLATOR KIT. CONTROL VIA SPACE/LIGHTING OCCUPANCY SENSORS. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY SOLID STATE SPEED CONTROLLER, FACTORY BACKDRAFT DAMPER, AND FACTORY HANGING VIBRATION ISOLATOR KIT. SWITCH WITH ROOM LIGHT. AIR DEVICE SCHEDULE MARK DESCRIPTION FACE SIZE NECK MATERIAL BASIS OF DESIGN MANUFACTURER/MODEL # DAMPER NOTES El SIDEWALL SINGLE DEFLECTION SUPPLY GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE H4002 Y 1,3 F SIDEWALL/CEIUNG 45' DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE RH Y 1, 2, 3 G1 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 1 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AJRE L-1 Y 1, 2, 3 G2 I CEILING SINGLE DEFLECTION SUPPLY GRILLE - 2 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LT-1 Y 1, 2, 3 G3 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 3 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LS3-1 Y 1, 2, 3 G4 CEILING SINGLE DEFLECTION SUPPLY GRILLE - 4 WAY NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE LS4-1 Y 1, 2, 3 NOTES: 1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE RAPID MOUNT T-BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. PROVIDE STEEL GRILLE WHEN USED IN ACCORDANCE WITH U.L APPROVED PENETRATION DETAIL. El. 131-4. -CFM El. G1-4. -CFM (CO F-C F-CFM (CONT) F-C (CONT) CFM RANGE I NECK SIZE CFM RANGE NECK SIZE CFM RANGE I NECK SIZE CFM RANGE NECK SIZE CFM RANGE NECK SIZE 0 - 75 6*x6m 301-350 16*x8" 0 - 75 6"x6* 276 - 450 12"x12* 876 1000 20*x1 6* 76 - 150 1 O"x6" 351-400 18*x8" 76 - 150 8*x6w 451 - 535 18"x10" 1001 1200 24"xl 6" 151 - 200 12"x6" 401-500 24"x8* 151 - 200 1 0*x6" 536 - 590 14"A 4" 1201 1300 24"x 18" 201 -250 12*x8* 501-575 22wxlOw 201 -235 12*x6* 591 - 670 22"x10* 1301 1500 24"x2O* 251 - 300 14-x8- 650 24-xlO- 5 T 1;;x6- 1 671 - 875 24-xl 2- 1501 1800 CA# 26308 121270.00 Ah INGENUITY ENGINEERS,INC. 111F "PROACTIVE ENGINEERING SOLUTIONS" 4798 NEW BROAD ST SUITE 300 1 ORLANDO, FLORIDA 1401398.6007 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. sl Y�o in C, E < LU N 64112 66 - LU \S1 IV A L //// ill, I \\\\ ab No. "412 Z W 0 Z 00 w 7), E M Z 2 CL _J LL U) UJ N SHEET INFORMATION DATE: 10/19/2021 DRAWN BY: EEB PROJECT NO: 20-6001 REVIEWED BY: SAS v1 Plan Revisions Date: 06/04/2021 ISSUED FOR PERMIT 1 1 10/18/2021 OWNER REVISION A Sheet Name MECHANICAL SCHEDULES M4.0 1191.. �NRl7!'M ll'1 WRg1 ail ■TMV I n 11i ilull n I ?I. ". 1 1191 1. wjj 1 j�1A��SR77� BEGIN FENCE SEGMENT LAYOUT AT PROPERTY CORNER LIMIT OF FOUR RAIL HORSE FENCE AT 6' HT, MASONRY COLUMN 6' HT. SOLID PVC FENCE LOCATED 1 INSIDE PROPERTY LINE - FENCE SERVES SCR=ENING REQUIREMENT OF TYPE "A" 13UFFER ADJUSTED TO AVOID CONFLICT SHEET KEY WITH EXISTING TREES L r� I IVI ]V" I "I1V" CONNECTED ON TWO SIDES /6HT.SONRY COLUMN NNECTION TO IL HORSE FENCE TED ON TWO SIDES RAIL HORSE FENCE 248 L.F. FOUR RAIL HORSE FENCE 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK #4 VERTICAL REBAR 30"O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ------- ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR WE -01-91, 1350 FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK A4 CONSTRUCTION PLANS V-011 JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE 3" MINjd SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED 0 FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 0 0 0 A 2"AIR GAP 1 0" IM I )Nd. A. A FINISH GRADE ON LOWER 4. SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END OF SLOPED WING WALLS ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT EXPDXY BOLT INTO CONCRETE HEADWALL 3-U' A4 '7N� CONCRETE HEADWALL- CONNECTION TO WOOD rDOCK HS13J SIMPSON STRONG TIE H0212 (2) x 12"# 24" O.C. SIMPSON STRONfq TIE CB66 POUR COLUMN BASE SET IN CO U CENTER ON CONCRETE C111UMN CO SLOPE TOP OF LUMN AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL 2" x CDECKING 7--- 3" x 12" SIMPSON STRONG TIE A POST 6" x 6" WO POST HEIGHT /RIES 3000 PSI POURED CONCRETE COLUMN FINISH GRADE 6" 1 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL - REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 16'O.C. VERTICALLY FOR STABILITY DURING POUR HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15 �'� 2 C CRETE COLUMN SECTI HS1 3 1/?P/= V-0' N 0 N 2 COMPACTED SUBGRADE E-ii I 1=_1 I I I1= -11 31' MIN, A 3-01. 4 2� DELETED FROM PROJECT NOTES 1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. ALL ST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE TREATED UTHERN PINE WITH EASED (SANDED) EDGES. 0 E LL CK ST D IN E G S S C 'G D T N E U E S R D ,G AL T N 0 E LU SU D W P MBE REATED THERN PIN 4. ALL NAILS \SL MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSIASME B1 8.2.1 0 P TS S ) 5. CUT ENDS OF P S SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT ( Cop P (I.E.COPPER NAPHT NATE) LL LUM To P 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. DOCKAN OCK T 1 PERMITT11D B� T INCLUDED \11G 3 & IN CONTRACT (B OTHERS) 10, 9'-6j' 34 6-- 4" LIMITS OF WOOD DECK HS1 WING WALL AT 45 DEGREE ANGLE TO HEADWALL- SLOPE AT 30 DEGREE MAX. EXPANSION JOINT v ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING COLUMNS AND CONC. HEADWALL 2 313) 18" DIAMETER CONCRETE FOOTING (TYPICAL) ADJUST FINISH GRADE TO PROVIDE .5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST ALL SPLICES IN BEAMS TO BE CENTERED OVER POSTS. SPLICED CONNECTIONS SHALL - HAVE SIMPSON STRONG TIE PC66 POST CAPS LIMIT OF DECKING 2" x 12" RIM JOIST A7rACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GALVANIZED NAILS AT EACH JOIST OR BEAM 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON STRONG TIE HU212-HDG FACE MOUNT HANGERS MAX. MAXIMUM ON CENTER JOIST SPACING = 24" JOIST SPACE JOIST EQUALLY SPAN '0000 POST AND BEAM (BELOW) JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER 3 WOOD DECK HS13 DESIGN CRITERIA 1. DESIGN LIVE LOAD = 100 PSF 2. DESIGN WIND SPEED 140 MPH 3. EXPOSURE "C" 4. STRUCTURE IS AN OPEN STRUCTURE 5. Gpc = 0 6. VELOCITY PRESSURE = 36.3 PSF 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 =Z 8. BASED ON THE 2020 FLORIDA BUILDING CODE & /SCE 7-16 DOCKANDDOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3"x 12" ROUGH SAW INON-DIMENSIONAL) A BEAM - (0 IONAL E OF (2) 2" x 12" LUMBER) TO POST WITH SIM STRONG TIE AC6 MAX HOTDIPPE GALVANIZED FILL ALL HOLES H 3.5" 16d HOT DIPPED GA ZED NAILS 4 MAX. BEAM SPAN 0 C IN 0 C T L H UD ER E S D 2' R GH AW (NON -DIME SE OF (2) 2" POST OU S M IONA 1 - OPT ABER) ATTA To FH SIMPSO STRONG TIE AC6 T DIPPE GA� VANIZED A LL AL LES H3 . 5 . 1 6d HOT DIPPEE LV ZED NAILS CENTER BEAM ON POST 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL BOLTS WITH WASHERS ON BOLT HEAD AND NUT 2" x 4" DIAGONAL BRACE ATTACH TO ALL PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE BLOCKING AT ATTACHMENT LOCATION BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS AT MIDPOINT IN POST ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS WHERE BRACING IS PERPENDICULAR TO BEAMS DIAGONAL BRACES EXTEND OUT 20" IN BOTH DIRECTIONS FROM POST POST - BEAMS - BRACING ATTACH PERIMETER DECK BOARD RUNNING PARALLEL 31 M JOIST WITH 3.5" 1 Od HOT \DIPPED GALVANIZED RING \SHANK NAILS AT 8" O.C. DELETED FROM PROJECT DECKING 2" x 4" DECK BOARDS- ATTACH TO E ACH JOISTS WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK NAILS- TWO NAILS PER JOIST 3/16" GAP BETWEEN ALL DECK BOARDS EX%NDIKEED, DECK BOARD RUNS TO I EB �J AT JOIST LOCATIONS ONLY ADD NkLING BOARD TO JOIST TO NAIL ANACENT BOARD- GAP BUTT JOINT AT 3/175�. ALL DECK BOARD TO REST ON A MINIMUM OF FOUR JOISTS NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER to CL Pe E z L-Lj c Cc La .30 .0 to L: c,) jj E cf) 0 = v Z 0 C, 8 0:3 A A cf) p C3 < oe o a-' < Z Z Z P-1 w 0 = P-j om�_: ee C) FA Oil- CL &0, Kno wh lelow. loll �,',Iore you dig. *iWooroo REVISIONS: -1. 3/12/21 CITY REMEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS 3-8/2/21 HARDSCAPE PLANS ADDED 4- 11/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC' DRAWN BY: JAZ DATE: 11/6/20 20009 HARDSCAPE DETAILS Hsi 3 42, 0 0 0 U 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. I % SLOPED TOP 1.1 01-12 STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 5-0-- ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE -\ Z!�4 L4 6 MIN.� 101, MAX'. 11-01. 01. -01. fill NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24"O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCiNG AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 3-6' CONCRETE PAVER - SEE SCHEDULE C F SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNEC__IONS WITH METAL TIES #5 REBAR DOWEL @ 24'O.C. 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS (3) #5 HORIZONTAL REBAR CONTINUOUS, A 10" M' X MA . HOLD REBAR 3"OFF BOTTOM AND EDGE OF POUR .4 . 0 C HOLD #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 4 L 0 & A 3" OFF BOTTOM AND EEDGE OF =P06UR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3-0 COMPACT SUBGRADE AT ALL A FOOTING LOCATIONS RETAINING WALL AT POOL, HS14 1/2' = V-0. MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE SWIDE CONCRETE SIDEWALK 2-00 OR 2-2 'OR 11-61 1-8 1 #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 11, 2 WALL SECTION 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1 STAND 3RD BLOCK COURSE ABOVE FOOTING :#5:RE�BARDOW�EL@ 3�2"O.C. � �A& ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF L POUR �T S #5 TRANSVERSE RE�BARAT 32" O.C.- HOLD 0 OT OM 0 C' 3" OFF BOTTOM AND EDGE OF POU�R A 24 000 PSI POU CC C 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL. HS14J 1/2' = V-0- 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION HS1 4 1/8' 1'4' FOUR RAIL 9:KITPV QnP k/PWIr'.1 11 AQ r,ATr-q GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILLALLVOIDS WITH CONCRETE VENEER WALL TIES COLUMN HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COLUMN z 4--6" 5-0" 1!.::� o' J/ ol d 7777,77�77;7.* :. 1 -:N 177 _I! FAUX STACKED STONE VENEER 01 o CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' 3-6- SQUARE COLUMN SECTION 6 FENCE CONNECTION TO COLUMN HS14 1/211 = v-on 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP STUCCO VENEER OVER PLASTIC LATHE - COLOR TO MATCH VILLA BUILDINGS TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL 6'MIN. iT 11-01, NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT ZVO.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES g-11" 2 #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24"O.C. VERTICALLY (EVERY THIRD COURSE) #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3'OFF BOTTOM AND EDC' # TRANSV T " . .- L '. - I . ... .. .. 4 3" OFF BOTTOM AND EDGE OF PC 4 ed 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS m PE I I I ... I ... 11- 1 1. COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION- HS1 4 1/2" V-0" 6'HT. PEDESTRIAN GATE NO ACCESS CONTROL SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24"O.C. VERTICALLY 2 1 /2' THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH ONE AT EACH CORNER FILL ALL (4) #5 REBAR VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6" X 1 '-9' REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH 3 J(S-:E FINISH GRADE - MIN. 6" COVER - 3000 PSI POURED CONCRETE FOOTING - 3-6 X 3'-6'X V-0" -11 E REINFORCE WITH (3) #5 REBARS EACH WAY T i I- TOP AND BOTTOM TYPICAL V-0" STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24"O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH - ONE AT EACH CORNER FILL ALL (4) #5 REBAR VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING HUI 1 11 1 17= 1 3-6" X 3-6 X V-0' REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND 3-6- BOTTOM TYPICAL SQUARE COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION. HS14J 1/211=11-On li";icir COLUMN CAP ISOMETRIC WALL CAP ISOMETRIC 4'- 8 aj� A.L A HOLD REBAR 3" FROM EDGE OF POUR--/ TIE ALL REBAR CONNECTIONS WITH METAL TIES V-6--1 STRUCTURAL BRICK 1,-6, (BELOW ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 3 3 STRUCTURAL BRICK V-5k 8 STRUCTURA BRICK 16 3-6 G-A 6; 3-6' COLUMN FOOTING (BELOW) - 3/8"MORTAR JOINTS (TYP.) 30 1 01-1 8 #5 VERTICAL REBAR 4 15/16" O.C. SECTION 1 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (8 13) 886-7761 2. MODULAR BRICK- "BEALE STREET"MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP-'WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50'ON CENTER #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS --- (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 01 PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 1 0-421[� MIDPOINT OF WALL q 0,_ " 0' 4-�1' 4 STRUCTURAL BRICK (BELOW) 2 9 - 5 _21'. #5 VERTICAL REBAR 11 7/8" O.C. WALL FOOTING (BELOW) 7 STRUCTURAL BRICK WALL HS14 1/2" V-W NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER j '14 E 0 CO) Z V) V _j W U- cm U) lm - "s 0) 9 cm pt CL :; b E U 0 = Of * �: Z < ft 0 0 c 0 0 :3 CID r I - cm ch 0 Wt 0 C-4 04 < < 0 (n < Z Z Z W o 00-- CL Kno wh t' below. Call before you dig. 81141,0000 po REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2.4/19/21 CITY REMEW COMMENTS 3.8/2/21 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: -t i/6/2o 20009 HARDSCAPE DETAILS fis L F U _j CL m 0 rl) 0 N 0 IN U i 1,,c 7 ADJUST SOIL COVERFOR GRADE CHANGES (2) 2" x 10" PRESSURE TREATED PINE BEAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DEG. -\ ASIMPSON STRONG TIE APDT2-6 EACH SIDE OF POST - WITH THROUGH BOLTS R: "BLACK' 72 COLO 9 8" x 8" x 10' PRESSURE TREATED PINE POST - WITH SEMI -TRANSPARENT WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP COLOR. "WHITE" S SIMPSON STRONG TIE 'MPSO ST T' P EA4 #-,APG (4 PEOR POST) P P OST POST S SI S POST BASE SIDE PLATES T L C COLO LACK" -COLOR: `B A K 2 J'THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE — AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' FINISH GRADE T, 0'2" R0'-6` SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL 'U" CHANNEL - WELD 45 DEG, CORNERS 3" x 3" x -1" STEEL TUBE WELDED LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 1 O'BLACK LOCUST PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PAINTED FINISH "BLACK" STACKED INTO 'U" CHANNEL - DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL N 4" OF STW AT GATED ENTRY AFTER STACKING TIMBERS - J'x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED BEAMS AND STEEL "VILLAS AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS \ lt�� C� B70LTS FOR COLUMN CONNECTION 4 t 4 -5 10-0 91-27111 L 3-4 21-8" 21-0" 7 15 1'-5' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE#1 GUAGEHORIZONTAL RENINFORCING AT 24" O,C. VERTICALLY (EVERY THIRD COURSE) I . ;.T.. 16 � .. -. I-, ./ -�.. Aj4. 3-0" SQUARE PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25"OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES E UT �0 IN' �'Z C BLOC HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 30�O�O PSI P��CUR'E�D �CONCRETE FOOTING�� 3-0` X 3-0` X V-0` REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL 6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO SIGN COLUMN SECTION LUMBER - PRE -DRILL HOLES WITH TEMPLATE FROM LETTER MANUFACTURER PAINTED FINISH - COLOR: "BLACK" (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE PINEAPPLE GROVE'NAI LHEAD' PATTERN 2" PRE -CAST A"BOT SURFACE MOUNT WITH EPDXY P, CONCRETE WALL CAP- -097 12" SQUARE MEDALLION MODEL # 125M PROVIDE MIN. 1 % SLOPED TOP SQUA E CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" MATCH/ COORDINATE PROFILE www.pineapplegrove.com AND COLOR WITH COLUMN CAP #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 3" x 3" STEEL TUBE WELDED #5 VERTICAL REBAR IN FILLED CELL. 8" X 8" X 16"CMU WALL TO SIGN FRAME IMBED TUBE MIN. 6" INTO CMU WALL SEE FOOTING DETAIL FOR LOCATION - PROVIDE #1 GUAGE HORIZONTAL PAINTED FINISH "BLACK" 25" OVERLAP ON ALL SPLICES RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) CAULK JOINTS TO PREVENT WATER INTRUSION 2" CAP WITH 1 112" OVERHANG ADJUST COVER OVER FOOTING FAUX STACKED STONE VENEER - FOR GRADE CHANGES CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE, FINISH GRADE A I-� A_� k--A -77Tt7r ------------- :4:9 (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD MATERIALS AND FINISHES I 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE 15'-4" FOOTING- CONTINUOUS 12-0" TIE ALL REBAR CONNECTIONS COMPACT SUBGRADE AT ALL WITH METAL TIES 3-0` FOOTING LOCATIONS SIGN WALL SECTION VERTICAL REINFORCEMENT BARS 4 8" x 8" POST 0-8 1 0-94-1 0 (TYPICAL) (MAXIMUM 24`O.C. 8" x 8" POST 4 _j< 3-4" CMU BLOCKS FOR SIGN WALL 4 A . A. Lj eA � Z4 A .4 0 a 4 4 -A" i . 3-C 0 01 A "I"OTT 'A A AIDB �A 4 �4 A. A 0 0 4 A -A _4 -A 4' . 4 44 E SQUAD 4 A.- 4 15'-6" .................. SIGN BASE FOOTING 3-4 fi;+ -� 4 14'-3-,"-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION ENTRANCE SIGN 1/2" = 1 0" FINISH GRADE #5 VERTICAL REBAR -TO11E VENEER COLUMN AT ALL CORNERS SIGN WALL VENEER WALL TIES COLUMN V, STONE VENEER #5 VERTICAL REBAR Z v I MAX. 24" O.C. FILL ALL CELLS WITH CONCRETE [U"Elmiffil EMU WKII FEW[ FZZZZJ It 0z VENEER WALL TIES ON, SECTION THROUGH SIGN BASE c� 0 Ine Fin E 0 cn cn .0 _j LL m LO -10 C14 Im 0 M z 0 0 00 W 0 04 24, d L: U c,) E U cr) :3 02 Z < a - a) 0 00 r " C14 CIS C14 < 1:22 0 < z (A Z �u CL W N 811 Know what'sbelow. Call before you dig. REVISIONS: NOTES: 1. 3/12/21 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR CITY REVIEW COMMENTS STRUCTURAL ENGINEEERING ONLY 2.4119121 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CITY REVIEW COMMENTS CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH 3.8/2/21 EXPOSURE "C" HARDSCAPE WIND PRESSURE: 36.3 PSF PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ W WILLIAM G. REIDY, P.E. DATE: 1116120 ILLI RR C EG. NO. 356o!5 SS FPROFFSSIONAL ENGINEER 20009 HARDSCAPE DETAILS fiSl 5 111RR �' �1!'�A11�1 TnRery�41IR 1�All��■Iw�P'A ��l�*wR'1 _ �.I SIT al���III h�'RRW.I �,_vi '!�rrnT�� — - - as'+w�s�w�wsrw f_s>�il�-IM!irny, MATCHLINE SHEET LS5 ; . CALL BOX 1 I HS15 63.47 'Lq LI Cl) I LAKE ` ----- _ ---' ------------------ -- -.�- z i _ -- .00' �� ___ - __ _____ O I "' LA UT 6' WIDE CONCRETE TRAIL- /# WETLANDS ,_----'' "' •` CENTER IN ' 1 DI NSION I SEE SHEET HS2 FOR SQ. FT. / SETBACK -� --'' DOUBLE SIDED / � / MEDIAN , I FR M / LINE -' _ MONUMENT SIGN '. .. N . TERL WETLANDS LINE �/' -,-- COLUMN TO ...: I / - R. W . LINES - - ---------------- 50 ,. / 55.00' / CONTRACTQIR SHALL FLA POND "----- j CENTERJ�IiVE OF MULCH TR I `" �' - - -' - 11 'O w �. I I j LAND, / .- SI CAPE ARCHITECT TO � r• , -'' RE EW AND APPROVE LAYO - - ' 1 .- HS15 � ��' ' j PF3tOR TO TRAIL INSTALLATIO 34.34 I I PROPANE TANK - • SINGLE SIDED MONUMENT i ; •��• - r: RUN LINES TO SIGN -EACH SIDE OF ROAD R50.00' � I � BBQ GRILL AND , �• 1 FIREPLACE 100, 5 POND 1 HS3 I I R30.00HEAVY TIMBER R75.00' BB E STRUCTURE IN R50.00' 28.68 ' I 18,f{r' HS1 i 1 ��. \ i ----------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------- 6' WIDE 3-----i-�\-� � I LCHTRAIL- LL ,;--------------------------------------------------------------------------T-------------------�-- i SEE SHEET 1 ' 4 FOR SQ. FT.6 .- /i' 1 I ' 695 SQ. FT. CLAY ,109.60 I BRICK PAVER PATIO A I POND HH., 720 SQ. FT. �,.. . LAYOUT DIMENSIONS FROM 6' WIDE CENTERLINE OF OBJECT TO ONC'RETE TRAIL I S 4' R.O.W. LINE (TYPICAL) ' 2 % POND HS4 '' ' ' 2 ' I I HS4 , W /' %' 1 LU , AA •' ��� 3 1 HS3 � 1 Cf) LV z '' y F NCE AT LIFT STATION - 41 I CI ENG. PLANS FOR DETAILS , F 110.54'•�,,. /' .. .- 00 I I 2 , , 1 28.12' HS4 1 1 y a / / / j. / ' 4' r r r r F r / r r r , r r 1 �l r 1 r 1 Gameroom 6' I SIDEWALK L ' K 8.67' I' OUT DIMENSIONS M ,' 16' 1; ; � 12 j � 1 , i ENTERLINE OF OBJECT T } 8' I R.O.W. LINE (TYPICAL) / 407 SQ. FT. //' '• .Its,1 AA J` ' 8.00' ` 95. 9' AA I CONCRETE / �' 19II4'- 22.00' i 1 DEWAL / I ' %' %' k HS4 4 64.85' 44.00' 2 I 2 R30.00' HS3 HS3 1 ' HS14 F ,: t4048I .48'>' T 24' Wall HS14 1 HS14 8' I f�;' 544 L.F Playground 1 ' Pool wall PICKET FENCE WIT 43.35' (4) 4' GATES WITH CCESS 1 ' FF S W. Y CONTROL DEVIC S Q 107.25' 1 ' G H 89 Amenity center and s' ;' i pool 1 Planter walls77. S Hs7• AA W C 01 ATCH BASIN Shade structures EE CIVIL ENG: Ramp wall = _ ' ' PLANS 19.8T 1 .. _. _ ?•' Z PUYp NC MULCH —m M- ' i 00 LL V T LL ` 89' 112.68' I 1.00' .82 SEE INSET FOR - 1,16 L.F. 6' HT. SOLID 17.92 POOL DECK 2 ,PVC FENCE WITH (1) LAYOUT DIMENSION ;f ls 6 ' I � 4' SINGLE SWING 00 Shade structures � GATE AND O 1 8' F 'I`I`I' / HS7 I DOUBLE SWING _ ' GATE 3 Z I 2 O Q E r HS4 1 PROFANE TANK - RUN ' 1 AA P -3 • LINER TO GRILLS 2 / r ' HS4 1 507 SQ. FT. ' CONCRETE I , SIDEWALK 2 2 HS4 2 HS4 HS4 ; I CLUBHOUSE AND POOL ALIGNED TO i i CENTERLINE OF PARKING LOT ISLAND I MATCHLINE SHEET HS7 SCALE: ill _ 401 0 201 401 NORTH 8d 1 6d JACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT 1 ANDSCgp F 4o Ew 2� 9 LA0001653 z -1 d*, STATE �* FL OR I'Dt w Q A A4 oe � woz M0 M a N M+� Q P Kno 11 9t' ore low. dig. you9 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4- DRAWN BY: JAZ DATE: 1 1/6/2o 20009 HARDSCAPE PLAN fiS5 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK 1350 #4 VERTICAL REBAR _ 301, O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR D FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK CONSTRUCTION PLANS 1' 0" JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE ° 3" MIN 1° SIMPSON STRONG TIE c FSA- HOT DIPPED GALVANIZED 0 FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 0 A. 0 0 2" AIR GAP ° p d • • ° = FINISH GRADE ON LOWER 4. a III SIDE OF HEADWALL- BLEND a 1'-6" : GRADE WITH GRADE AT END =I OF SLOPED WING WALLS ° ° III a a ATTACH TO HEADWALL WITH . (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT =1 I--1=III=III-1 I I=1 I I I I..I I I. EXPDXY BOLT INTO CONCRETE HEADWALL 3'-0" 1 CONCRETE HEADWALL- CONNECTION TO WOOD DOCK HS13 I 1" = V-0- SIMPSON STRONG TIE H0212 (2) " x 12" # 24" O.C. SIMPSON STRO TIE CB66 COLUMN BASE SET IN COLU POUR CENTER ON CONCRETE C111UMN SLOPE TOP OF COLUMN AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL COMPACTED SUBGRADE 2" x 6" DECKING [- - 3" x 12" SIMPSON STRON/RIES 6" x 6" W HEIGHT 3000 PSI POURED CONCRETE COLUMN -.-- FINISH GRADE 6" T 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL - REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR - HOLD REBAR 3" FROM EDGE OF POUR \- (3) #5 HORZ. EBAR AT 15" 2 C CRETE COLUMN SECTI HS13 1 1/ =1,-0° I� 3" MIN. '. 3'-0" I I 44 e 3 A ® DELETED FROM PROJECT NOTES DESIGN CRITERIA 1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 1. DESIGN LIVE LOAD = 100 PSF 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 2. DESIGN WIND SPEED = 140 MPH 3. ALL ST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE 3. EXPOSURE "C" TREATED UTHERN PINE WITH EASED (SANDED) EDGES. 4. STRUCTURE IS AN OPEN STRUCTURE 4. ALL NAILS S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 5. Gpc=O 5. CUT ENDS OF P TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT (I.E.COPPER NAPHT NATE) 6. - VELOCITY PRESSURE = 36.3 PSF 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 8. BASED ON THE 2020 FLORIDA BUILDING CODE & SCE 7-16 DOCK AND DOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3" x 12" ROUGH SAW (NON -DIMENSIONAL) 2 BEAM - (OPTIONA SE OF (2) 2" x 12" HS13 LUMBER) ATTA TO POST DOCK AND OCK WITH SIMPSO STRONG TIE AC6 MAX PERMITTING T INCLUDED HOT DIPPE GALVANIZED FILL ALL IN CONTRACT (B OTHERS) HOLES H 3.5" 16d HOT DIPPED 18" DIAMETER CONCRETE FOOTING (TYPICAL) 6," GALV IZED NAILS MAX. BEAM SPAN ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING CENTER BEAM ON POST O PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST 6" x 6" POST - ATTACH TO FOOTING \ ALL SPLICES IN BEAMS TO BE CENTERED POSTS. SPLICED SHALL p WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL 9'-6& a 16 6�-�• OVER CONNECTIONS a HAVE SIMPSON STRONG TIE PC66 POST CAPS ° (2) 5/8" THROUGH HOT DIPPED GALVANIZED BOLTS WITH WASHERS a 4 ON BOLT HEAD AND NUT O 6-34-1O LIMIT OF DECKING 2" x 4" DIAGONAL BRACE ATTACH TO LIMITS OF WOOD DECK O 9-6 6" ALL PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT n ' �51 / WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE 1 O BLOCKING AT ATTACHMENT LOCATION HS13 (� BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS WING WALL AT 45 DEGREE ANGLE AT MIDPOINT IN POST o TO HEADWALL- SLOPE AT 30 DEGREE MAX. o D D ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST LOCATIONS D D o WHERRACING IS P RPENDICULA TO EXPANSION JOINT BEAMS o v c D a DIAGONAL BRACES EXTEND OUT 20" ADJUST FINISH GRADE TO PROVIDE IN BOTH DIRECTIONS FROM POST MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING POST - BEAMS - BRACING COLUMNS AND CONC. HEADWALL 2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK 2" x 4" DECK BOARDS- ATTACH TO HOT DIPPED GA NIZED NAILS AT EACH JOIST OR BEAM E ACH JOISTS WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK ATTACH PERIMETER DECK NAILS- TWO NAILS PER JOIST 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON BOARD RUNNING PARALLEL STRONG TIE HU212-HDG FACE MOUNT HANGERS T RIM JOIST WITH 3.5" 10d HOT 3/16" GAP BETWEEN ALL DECK BOARDS DIPPED GALVANIZED RING 9 6& MAX. MAXIMUM ON CENTER SHANK NAILS AT 8" O.C. JOIST JOIST SPACING = 24" SPAN SPACE JOIST EQUALLY ' o D POST AND BEAM (BELOW) o a 4 JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER s ) WOOD DECK HS13 ® DELETED FROM PROJECT NDED DECK BOARD RUNS TO BE B KEN AT JOIST LOCATIONS ONLY ADD NkI,,ING BOARD TO JOIST TO NAIL A ACENT BOARD- GAP BUTT JOINT AT 3/1 " . ALL DECK BOARD TO REST ON A MIN UM OF FOUR JOISTS DECKING NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER 41 W a E O T � M A M .Q J 0 LL ca N a ate E a �3z rn a 8 CO g N N n ti v w Q A � AQ oe 0 Z Wj Z o IMAM 0 Co N Q $� Kao wh all gteffbelow. you dig 9 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/21 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC' DRAWN BY: )AZ DATE: 11/6/2o HARDSCAPE DETAILS fis i3 0 0 N 0 (4 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP 0._j1..___ 2 STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 51 -01, ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 14L 6" MIN - I 1 U'MAX. I 1-0. NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24"O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK-OLT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, -7 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 3-6- CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECT ONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS 2-0"OR 6 2-2" OR 1-811 #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 1 -1. 2 IF 0 5 if Me no, 111000 RUN 1161 111 11 i - - I �� 1� 0 9 Be I if 1 11 1 If 1 11 RETAINING WALL AT POOL HS14 1/2' = 1w MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GA 1/2" GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE SWIDE CONCRETE SIDEWALK 8" X 8" X 16" CMU WALL —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT I STAND 3RD BLOCK COURSE ABOVE FOOTING O.C. #:5 :RE :6A :RD:O W =EL 9 �3 2 0. =C.Z A�4 ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF B0170M AND EDGE OF POUR �' F #5 TRANSVERSE REBAR AT 32" O.C.- HOLD OFF BOTTOM AND EDGE OF P6�R 24 L C3' OFF BOTTOM AND EDGE OF POUR 000 PSI POUR CC - C Z4 \_ 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL, HS14 1/2' = V-0- 24" SQUARE MASONRY COLUMN- AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION H S 14 1/8,, 1,-on P:r%ITPV Oln;: 11PI-111"I It AP r,ATP.q \_GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES COLUMN FOUR RAIL HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COLUMN 4'-6 51-0. 1 01/1 77 77 F7 oo FAUX STACKED STONE VENEER CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' A v-a, 3-6" SQUARE COLUMN SECTION 0'*" 6� FENCE CONNECTION TO COLUMN HS14 1 1/211 = 16.0" NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 2-V'O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 01-1-11 :::: 2 #5 BAR IN FILLED CELL , STUCCO VENEER OVER 24" O.C. PLASTIC LATHE - COLOR TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL " " " 8 X 8 X 16 CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24"O.C. VERTICALLY (EVERY THIRD COURSE) 64Y #5 REBAR DOWEL @ 24" O.C. TIE ALL REBAR CONNECTIONS WITH METAL TIES ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES j FINISH GRADE :: (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND &MIN. EDGE OF P UR 770 1 HANSVERSE REBAR AT 24" O.C.- HOLD " OFF BOTTOM AND EDGE OF POUR A4 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS - 3-0" COMPACT SUBGRADE AT ALL A4 )CATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION- HS14 1/2' V-0- 6HT. PEDESTRIAN GATE NO ACCESS CONTROL SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24"O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP - EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH ONE AT EACH CORNER FILL ALL (4) #5 REBAR VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES /- FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3'-6"X 3'-6'X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH 3 FINISH GRADE - MIN. 6" COVER - 3000 PSI POURED CONCRETE FOOTING — 3-6 X 3-6` X 1 --0" REINFORCE WITH (3) #5 REBARS EACH WAY T_ TOP AND BOTTOM TYPICAL 1. STONE VENEER -FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24"O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C� VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25- OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING 3'-&'X 3'-6" X V-0" 3-15" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SQUARE COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION. HS14J 1/2" = 11-011 li";;Rop COLUMN CAP ISOMETRIC WALL CAP ISOMETRIC 1% A A A HOLD REBAR 3" FROM EDGE OF POUR--/' TIE ALL REBAR CONNECTIONS WITH METAL TIES V-6" STRUCTURAL BRICK V-6 (BELOW ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 3 3, STRUCTURAL BRICK 1'4" 8 STRUCTURA BRICK 01-415" 16 3-6' 0-415' 16' 3-6" COLUMN FOOTING (BELOW) btA; I 1UN 2 3/8" MORTAR JOINTS (TYP.) 3-0'L U_JJZ" 8 #5 VERTICAL REBAR 4 15/161 O.C. SECTION 1 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET'MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50'ON CENTER #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25"OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS --------- (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3"OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS rnup COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 01-411, 1, 4 MIDPOINT OF WALL 01 . -41444.. STRUCTURAL BRICK (BELOW) 2 _T #5 VERTICAL REBAR 11 7/8" O.C. WALL FOOTING (BELOW) 7 STRUCTURAL BRICK WALL HS14 1/2u 1,-on NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER P). � p vi 41 C) 10 < 7n I 4 V) Z M M 0 13 U. Cc U) 2 0 m =08 � a ca cl 00 ri = _j IL I L: U) 3 w ;; B E 0 = of -4 �: Z cc 0 Lu a c 0 0 -0 :3 c cm ch 8 wt cf) cm N 5 < < P� 0 < C) P-3 < Z Z w Z 0 P-j 0 P� go < Knoi n ib el ow. all e ore you dig. 9,0000 REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS 3.8/2/21 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: -i i/6/2o 20009 HARDSCAPE DETAILS HS14 L ADJUST SOIL COVER FOR GRADE CHANGES (2) 2" c 10" PRESSURE TREATED PINE BEAMS - WITH SEMI-TRANSPAFENT WOOD S FAIN BEVELBEVEL CUT END OF POSTS AT 45 DEG. -\ ® SIMPSON STRONG TIE APDT2-6 EACH SIDE OF POST WITH THROUGH BOLTS • • COLOR: "BLACK" 8"x8"x10' PRESSURE TREATED PINE POST - WITH SEMI -TRANSPARENT WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP COLOR: "WHITE" SIMPSON STRONG TIE 4 APG (4 PER POST) POST BASE SIDE PLATES - COLOR: "BLACK" 2 s' THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE AWAY FROM POST � • • FAUX STACKED STONE VENEER - CULTURED STONE PRO FIT LEDGESTONE COLOR: 'MOJAVE' _ FINISH GRADE RO'-6" • 10'-0" 91 21, V 0. 3'-4" I2a Z-0" F� y a z 0 N 0 N 0 V SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL ® U" CHANNEL - WELD 45 DEG. CORNERS 3" x 3" x 6' STEEL TUBE WELDED LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - DOUBLE SIDED SIGN ® WELD CORNERS OF "U" CHANNEL AT GATED ENTRY AFTER STACKING TIMBERS - J" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED BEAMS AND STEEL "VILLAS AT" ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION HARDWARE "BLACK" TEXT \TOUCH UP AFTER TIGHTENING BOLTS 6" BOLTS FOR COLUMN CONNECTION 4'-5" 1 HS15 1'-5" MATERIALS AND FINISHES 164' 12'-0" 3-4" 3'_4" �—FINISH GRADE 14'-38" MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION ENTRANCE SIGN 1/2" = 1--0" NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) • • 6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH TEMPLATE FROM LETTER MANUFACTURER PAINTED FINISH - COLOR: "BLACK" (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE PINEAPPLE GROVE'NAILHEADPATTERN SURFACE MOUNT WITH EPDXY 12" SQUARE MEDALLION MODEL # 125M-097 CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" www.pineapplegrove.com 3" x 3" STEEL TUBE WELDED TO SIGN FRAME IMBED TUBE MIN. 6" INTO CMU WALL PAINTED FINISH "BLACK" -• I —r— CAULK JOINTS TO PREVENT WATER INTRUSION _ 3'-0" SQUARE PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE _ SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3'-0" X 3'-0" X 1'-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 1/2" _ OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 VERTICAL REBAR COLUMN AT ALL CORNERS r STONE VENEER 1 #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8"X8"X16"CMU WALL —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ift = 6.1p9mom �vg i -- 3-0" -i SIGN WALL SECTION El I= LE i a I m�__Flmfi N-11 1 ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND /— EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD �— 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS STONE VENEER SIGN WALL VENEER WALL TIES COLUMN #5 VERTICAL REBAR MAX. 24" O.C. FILL ALL CELLS WITH CONCRETE 01 ME 1 FE ME - T m__ I Em: n I gg 0i L Fn SECTION THROUGH SIGN BASE NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER v� A Q O aaQ c° Q w z E O r � O .SC L M � M = J � LL m In -10 04 3 0 en 00 O U) (D d N 4) t J a� N m cn MZ 0 vi d N O J -O co N A O � O M N � ti N ti C3 Q pcq�w c):[: N M Fig Q Kno ft'sbelow. aefore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ DATE: 1116120 20009 HARDSCAPE DETAILS HS1 5 ET 7711' R-'- .1 ' BEGIN FENCE SEGMENT LA-77 T AT PROPERTY CORNER E LIMIT OF FOUR RAIL r v HORSE FENCE AT n Y 6' HT. MASONRY COLUMN FAI-fth, l z .r? a ADJUSTED TO AVOID CONFLICT SHEET KEY WITH EXISTING TREES nvrsx rmov r- CONNECTED ON TWO SIDES 6' HT.,VASONRY COLUMN WIT CONNECTION TO F R RAIL HORSE FENCE ONNECTED ON TWO SIDES L.F. FOUR RAIL HORSE FENCE Y 1 HS3 248 L.F. FOUR RAIL HORSE FENCE p U 4j U 1/2' EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6'THICK #4 VERTICAL REBAR 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE 3000 PSI POURED CONCRETE HEADWALL 71 (6) #4 REBAR CONTINUOUS ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 39'O.C.- HOLD 3" OFF BOTTOM OF POUR 1350 - I I I I I I I 11'. I lEd I M EE EH I I =L L — = I_ —I I El I 1= -1 L.L. TT 1� �= 1 FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW :A 3" MINIA 4 A) Ell. m.pm IN . . ME. ME. . 3-10" 4 DECKING - SEE DOCK A CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 2" AIR GAP FINISH GRADE ON LOWER SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END OF SLOPED WING WALLS ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT EXPDXY BOLT INTO CONCRETE HEADWALL CONCRETE HEADWALL. CONNECTION TO WOOD rDOCK HS13J SIMPSON STRONG TIE H0212 (2) " x 12" # 24" O.C. SIMPSON STRO TIE CB66 'on COLUMN BASE SET IN C U POUR CENTER ON CONCRETE 61UMN SLOPE TOP OF COLUMN AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL 2" x 6" DECKING 3" x 12" SIMPSON STRONG TIE A POST 6" x 6" WOO POST HEIGHT /RJES 30GO PSI POURED CONCRETE COLUMN FINISH GRADE 6" 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15" C U 2 CRETE COLUMN SECTI HS13 COMPACTED SUBGRADE 3-0" 3" 61, zL DELETED FROM PROJECT NOTES 1 ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. ALLST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE A 0 E LL CK ST D IN E G S S C IG D T N E U E S R D 'G AL T N 0 E LU SU D W P MBE TREATED: UTHERN PINE WITH EASED (SANDED) EDGES. L L L I 4. ALL \NAILSL MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B1 8.2.1 S 0 P TS S 5. CUT ENDS OF P S SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT ( Cop P (I.E.COPPER NAPHT NATE) LL LUM To B P 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. DOCKAN OCK D "OC T11 PERMITTING TINCLUDED IN CONTRACT (B 'OTHERS) CT&B 1101 6-31' '4 LIMITS OF WOOD DECK 9'-6 HS1 3 WING WALL AT 45 DEGREE ANGLE TO HEADWALL- SLOPE AT 30 DEGREE MAX. EXPANSION JOINT ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING COLUMNS AND CONC. HEADWALL 2 3 13) 18" DIAMETER CONCRETE FOOTING (TYPICAL) ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND, ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST ALL SPLICES IN BEAMS TO BE CENTERED OVER POSTS. SPLICED CONNECTIONS SHALL - HAVE SIMPSON STRONG TIE PC66 POST CAPS LIMIT OF DECKING 2" x 12" RIM JOIST A,7tACH WITH (3) 3.5" 1 Od RING SHANK HOT DIPPED GALVANIZED NAILS AT EACH JOIST OR BEAM 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON STRONG TIE HU212-HDG FACE MOUNT HANGERS MAX. MAXIMUM ON CENTER JOIST JOIST SPACING = 24" SPAN SPACE JOIST EQUALLY POST AND BEAM (BELOW) JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER 3 WOOD DECK HS13 DESIGN CRITERIA 1 - DESIGN LIVE LOAD = 100 PSF 2. DESIGN WIND SPEED 140 MPH 3. EXPOSURE "C" 4. STRUCTURE IS AN OPEN STRUCTURE 5. Gpc = 0 6. VELOCITY PRESSURE = 36.3 PSF Z E 2 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 8. BASED ON THE 2020 FLORIDA BUILDING CODE & /SCE7-16 DOCK AND DOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3"x12"ROUGHSAW (NON -DIMENSIONAL) BEAM - (OPTIONA SE OF (2) 2'x 12" LUMBER) ATTA TO POST WITH SIMPS STRONG TIE AC6 MAX HOTDIPPE GALVANIZED FILL ALL HOLES H 3.5" 16d HOT DIPPED 1.. GALV IZED NAILS 6_321 MAX. BEAM SPAN CENTER BEAM ON POST 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 011 COLUMN BASE- STAINLESS STEEL (2) 5/8" THROUGH HOT DIPPED GALVANIZED BOLTS WITH WASHERS ON BOLT HEAD AND NUT 2" x 4" DIAGONAL BRACE ATTACH TO ALL PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE BLOCKING AT A17ACHMENT LOCATION BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS AT MIDPOINT IN POST A17ACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS WHERE BRACING IS PERPENDICULAR TO BEAMS DIAGONAL BRACES EXTEND OUT 20" IN BOTH DIRECTIONS FROM POST POST - BEAMS - BRACING ATTACH PERIMETER DECK BOARD RUNNING PARALLEL RIM JOIST WITH 3.5" 1 Od HOT \DIPPED GALVANIZED RING \SHANK NAILS AT 8" O.C. If DELETED FROM PROJECT DECKING 2" x 4" DECK BOARDS- ATTACH TO E ACH JOISTS WITH 3.5" 1 Od HOT DIPPED GALVANIZED RING SHANK NAILS- TWO NAILS PER JOIST 3/16" GAP BETWEEN ALL DECK BOARDS NDED DECK BOARD RUNS TO KE? EB �4 AT JOIST LOCATIONS ONLY ADD NA\1NG BOARD TO JOIST TONAILA ACENT BOARD- GAP BUTT J0 3�/l ALL DECK BOARD TO MI RE: MIN UM OF FOUR JOISTS NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF MALLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER e�llv 0 0 Ple < Ole � 1 < i co I E 0 Mn _j coo 00 z 1.0 c'm _j 9 L: a E z 2 CO 3 c A ;; cm 04 1% < 0 Z Z 0 P.-I 0 co co 811 I ft',,lbelow.. Kno all e ore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS 3.8/2/2-1 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC! DRAWN BY: 1AZ DATE: i 1/6/2o 20009 HARDSCAPE DETAILS fisi 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1% SLOPED TOP 2 STUCCO VENEER OVER AND TEXTURE PLASTIC LATHE - COLOR TO MATCH CLUBHOUSE BOTH SIDES OF WALL 6-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 'A_771 10" MAX. NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL. REINFORCING AT 24"O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICE3 #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8"X 8" X 16'CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24`O.C. VERTICALLY (EVERY THi RD COURSE) 3-6- r CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE ALL RE13AR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 24" O.C. 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS 2-10" OR 11- 6 2-2" OR 1-8" #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 11, 2 'n I[Pi Nil ".11 ZINC IT Z i M1, 111 RETAINING WALL AT POOL, HS141 1/2"=V-0' MASONRY COLUMN WITH FINISH GRADE EXIT SIDE VEHICULAR GATES 1/211 GAP FOR HINGE BRACKET - GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE SWIDE CONCRETE SIDEWALK 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 13T AND 3RD BLOCK COURSE ABOVE FOOTING =#5RE=BARDOWEL @ 32"' =O.C.,& ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGUE OF POUR #5 TRANSVERSE REBAR AT 32'O.C.- HOLD &'OFF BOTTOM AND EDGE OF POUR Z4 0 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL, HS14J 1/2'=V-0- 24" SQUARE MASONRY COLUMN - AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION HS 14 1/8h V-0" FOUR RAIL PKIT0V QInP \11=111rl It AD f'-ATI=Q \_GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES COLUMN HORSE PROVIDE 3" GAP BETWEEN FENCE FENCE POST AND COL o oo o oo i 1,/ 4'-61 6-0" �Io 777"77 77. 77, 'o o� o' ol FAUX STACKED STONE VENEER CULTURED STONE PRO -FIT v .-A LEDGESTONE COLOR:'MOJAVE L 3-13" SQUARE COLUMN SECTION NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24"O.0 VERT1CAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 01-1-11 t 2 STUCCO VENEER OVER #5 BAR IN FILLED CELL, PLASTIC LATHE - COLOR 24" O.C. TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6-0- #5 REBAR DOWEL @ 24" O.C. ALL REBAR CONNECTIONS WITH METAL TIES ,-_�TIE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND A4 6"MIN. All $0 1. EDGE OF POUR I IN, .11 LL ANSVERSE REBAR AT 24" O.C. HOLD OFF BOTTOM AND EDGE OF POUR A4 r141 1 I ) .. 3000 PSI POURED CONCRETE -, hmiig . MIN FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS VILLA VEHICULAR ENTRANCE WALL SECTION HSI 4 1 1/2m V-0n 6'HT. PEDESTRIAN GATE NO ACCESS CONTROL U I vv I Ljcm I ImIn I: I c: S DEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 2N'O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH ONE AT EACH CORNER FILL ALL (4) #5 REBAR VOIDS CONTAINING REBAR WITH CONCRETE 24"SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-6 X 3-6" X V-0� REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH 3 C �SE 2 SEC] J'(:S:E FINISH GRADE - MIN. 611 COVER - 3000 PSI POURED CONCRETE FOOTING 3-6" X 3'-6"X V-0" ------------ - REINFORCE WITH (3) #5 REBARS EACH WAY T_711-_ TOP AND BOTTOM TYPICAL 11-91 STONE VENEER FILLALLVOIDS WITH C CONCRETE VENEER WALL TIES 7�1 rCOLUMN M- FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' .55 NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24` O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING - 3'-6'X 3'-&'X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND 3-15" BOTTOM TYPICAL SQUARE COLUMN SECTION COMPACTED SUBGRADE VILLA VEHICULAR ENTRANCE COLUMN SECTION. HS14 1/2' = V-0- 4'- 8 4 0" COLUMN CAP WALL CAP ISOMETRIC ISOMETRIC I.- - t 1 .1 v . . t. A HOLD REBAR 3" FROM EDGE OF POUR---' TIE ALL REBAR CONNECTIONS WITH METAL TIES V-6 STRUCTURAL BRICK V-6" (BELOW 19 ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 3 V-48" STRUCTURAL BRICK STRUCTURAL BRICK G-4--5" 16 3'-6' 0�-415" 16 -31-61 COLUMN FOOTING (BELOW) - bLIL; I 1UN 2 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK-"BEALE STREET"MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- "PC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50'ON CENTER #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 2411 O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 30W PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) a- 1011 PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 1" 0'421r" MIDPOINT OF WALL 01-4411, STRUCTURAL BRICK (BELOW) rg/w-.g rmml-Ir" rg-n/n, !Q. M p/p/1511" 01/111 7 STRUCTURAL BRICK WALL HSI 4 NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER 1 0 oe : 1 < E z V) J C 114- man N N 0 IL .3 E Z 0) 0 U) c 0:3 r 0 C14 0 C4 04 Poe < 0 < Z Z Z C) ; I== p 0 811 ft below. Kno all e ore you dig. REVISIONS: 1.'5/12/21 CITY REVIEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS -3.8/2/21 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: 11/6/20 20009 0 N 0 U 6 FENCE CONNECTION TO COLUMN W- S 14 1 1/2" = 1 '-0' 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF HARDSCAPE DETAILS fiS 811 ft below. Kno all e ore you dig. REVISIONS: 1.'5/12/21 CITY REVIEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS -3.8/2/21 HARDSCAPE PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: 11/6/20 20009 0 N 0 U 6 FENCE CONNECTION TO COLUMN W- S 14 1 1/2" = 1 '-0' 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF HARDSCAPE DETAILS fiS U _j CL 75 s:: 75 m 0 0 t 0 N 0 N rL 0 U 1 J,C ADJUST SOIL COVERFOR GRADE CHANGES (2) 2" x 10" PRESSURE TREATED PINE BEAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DEG. _\ 1 ASIMPSON STRONG TIE APDT2-6 �t EACH SIDE OF POST - WITH THROUGH BOLTS COLOR: "BLACK" 8" x 8" x 10' PRESSURE TREATED PINE POST - WITH SEMI -TRANSPARENT WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP COLOR: "WHITE" SIMPSON STRONG TIE A4 +' APG (4 PER POST) POST BASE SIDE PLA7ATES - COLOR: "BLACK" 2 �- THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' N, FINISH GRADE SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL "U" CHANNEL - WELD 45 DEG. CORNERS 3" x 3" x -+'STEEL TUBE WELDED LIMITED GRINDING OF WELDS L TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST 4'. PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OF OR DOUBLE KILN DRIED CEDAR PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - STW DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL AT GATED ENTRY 8'x 6" BOLTS THROUGH TO ADD TEXT AFTER STACKING TIMBERS - SELECT LUMBER TO NOT BE WARPED BEAMS AND STEEL 'VILLAS AT'ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE le�� LOGO INSTALLATION HARDWARE "BLACK" TEXT -BOLTS TOUCH UP AFTER \ TIGHTENING BOLTS \ C6- FOR COLUMN CONNECTION 1-5 MATERIALS AND FINISHES 164" 12-0" NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH TEMPLATE FROM LETTER MANUFACTURER PAINTED FINISH - COLOR: "BLACK" (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT" ON SIGN FACE PINEAPPLE GROVE'NAILHEADPATTERN SURFACE MOUNT WITH EPDXY 12" SQUARE MEDALLION MODEL # 125M-097 CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" www.pineapplegrove.com 3" x 3" STEEL TUBE WELDED TO SIGN FRAME IMBED TUBE MIN. 6" INTO CMU WALL PAINTED FINISH "BLACK" CAULK JOINTS TO PREVENT WATER INTRUSION 3-01' SQUARE PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES N S LO�� C UT 'ZE 1;2�� I �j HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3'-G'X 3-0" X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - — 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 112" OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' TIE ALL REBAR CONNECTIONS WITH METAL TIES 1— 3-0" SIGN WALL SECTION #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 0_41 VERTICAL REINFORCEMENT BARS 4 8" x 8" POST (TYPICAL) (MAXIMUM 24" O.C. 8" x 8" POST RO'-& 3'-4" RO -6 CIVU BLOCKS FOR SIGN WALL 101-0" 4 3-0 '"'D)L)OT .4 A U-8-4. 4' A ..1. 4 16-0.1 SQU A RE A 4 A A, - .4 .4 �d 4 16-6" SIGN BASE FOOTING EN 34" 2'8" 2-9- 14-34"-MAY VARY DUE TO VENEER THICKNESS FINISH GRADE 8 DIMENSIONED ELEVATION ENTRANCE SIGN HS15 1 1/2" = 10" --- ------- - SECTION THROUGH SIGN BASE NOTES: 1, WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO- 35605 PROFESSIONAL ENGINEER 0 0 E 0 ce) M CO LL m Lo '0 04 0 m 0 t M C-4 CL W CD .0 ,m E c') M Z Cfi c (D cn -0 00 r 04 0 ce) 04 p N < 0 < C) C) ae < z ae (A Z tf� Z.—I 1-11 C) ;5: - ale CL Know what'sbelow. Call before you dig, REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2-4/19/21 CITY REVIEW COMMENTS 3- 812121 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ DATE: 1 11612 0 20009 HARDSCAPE DETAILS fiSl 5 RT Cn WNZ V N O N 4� .W I � ' MATCHLINE SHEET LS5 CALL BOXR_. G63.47 _ ---- LAKE _ ---- ; (-- -- ----------------------------- ---- �5 06 - 6' WIDE CONCRETE TRAIL- / r ' WETLANDS SEE SHEET HS2 FOR SQ. FT. SETBACK CENTER IN j A MEDIAN DOUBLE SIDED I , LINE MONUMENT SIGN � / r WETLANDS LINE -� ----- ' / AA R100.00, ------------------------------------- -- ------ 50.00' CONTRACT 4Fi SHALL FLAG 55.00' _ --- = 1 1 POND /- CENTER) -MINE OF MULCH TRAi I t: I 'O ' LANDAPE ARCHITECT TO ,-'' I 1 G ' ' a 34.34' ,�- HS15 REEW AND APPROVE LAYO, HS15 I ' PR1OR TO TRAIL INSTALLATION , - i 11 �% I I ; PRO'ANE TANK - SINGLE SIDED MONUMENT 1 RUN LINES TO �i /'� SIGN EACH SIDE OF ROAD R50.00� 2 BBC GRILL AND HS4gqy ,.. FIREPLACE I HS3 POND ; R30.00' HEAVY 1 1 \ i ``TIMBER STRUCTURE R75.00' BB E i 00 1 R50.00' 28.68 � f I 2 j 18;f HS12 KK /, ---- _ - - 1 1 +�------------------------------------------------------- I 1 3 ULCHTRAIL- 38.67' LL .'(--------------------------------------------------------------------------j------------------�- SEE SHEET°`� 4 FOR SQ. FT. 14' \ / I 695 SO, FT. CLAY , 109.60' BRICK PAVER PATIO JI N1 i POND 720 SQ. FT. 6' WIDE �\LAYOUT DIMENSIONS FROM y '� ONCRETE TRAIL R CENTERLINE OF OBJECT TO I �5' R.O.W. LINE (TYPICAL) `2 ,` I Hs4 , 2 POND I I HS4 1 I S / • • ; � AA 3 I HS3 1 • 'a 00 2 FENCE AT LIFT STATION - SEE / \ HS4 � CIVI ENG. PLANS FOR DETAILS °! , 28.12' 1 f / Gameroom s, 6' 1 I , _ 1 SIDEWALK L dL- t .. K 4 8.67' LAYOUT DIMENSIONS FROM 12' CENTERLINE OF OBJECT TO-, /; c3� 16 0� \ ` R.O.W. LINE (TYPICAL) 8' / 1 )Q. FT. � 3 8.0o I I :,BETE 19/74\95. 9 1 AA 22.00' ' :WALK , \ ' / \ HS4 4 1 64.85' 44.00' 2 2 ; / R30.00' HS3 HS3 1 1 ; HS14 � ' � 40.48' 1 1 I ' 4' - t& 48' T 2 F 1 I 81 Wall HS14 1 1 HS14 ' LPla round 1 544 . F Y9 , Pool wall PICKET FENCE WIT 6, V - 43.35' (4) 4' GATES WITH CCESS I C ' FF CONTROL DEVIC S S W' Y 0 107.25' 1 / - ' Id G H 89 ' ' I• • Planter walls 1 - S HS7• o AA ATCH BASIN - .p ol structures EE CIVIL ENG LRamp wall ' ' PLANS 9.87' 1 2' CC LL 00 1.00' x .82' SEE INSET FOR 112.68 1,16 L.F. UHT. SOLID _ 17 92 POOL DECK 2 1 ; ' ,,6VC FENCE WITH (1) LAYOUT DIMENSION oar I 4' SINGLE SWING 0O t: Shade structures HS3 1 GATE AND (1) 8' F HS7 DOUBLE SWING - 1 GATE 3 Z I I 2 �- 1 E HS4 1 ' PROFANE TANK - RUN 1 L(,4ArP LINEq TO GRILLS 2 1 ; HS4 1 I f r I , 507 SQ. FT. CONCRETE I---- - , SIDEWALK 2 2 2 HS4 HS4 HS4 1 I 1 i rl 11RHOl1S = AND POOL ALIGNED TO CENTERLINE OF PARKING LOT ISLAND MATCHLINE SHEET HS7 S CALF : ill _ 401 0 2O1 40' NORTH So' 166 G � j f Z 1 LA UT �../ DI NSIONS FIRM CE TERLINE OF COLUMN TO R. W. LINES I I w I w )ACOB ZIMMERMAN, RLA REG. NO. FL LA 0001653 LANDSCAPE RCHITECT ,N n S C,� ti nF �DVLEW �I 9_p LA0001653 z ' STATE 4. * OF FCORW' Q Q A[Q� Q Z AC (A � 2 CL N M Fy Q Kea Wh t'sbelow. all �efore you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2. 4/19/21 CITY REVIEW COMMENTS 3. 8/2/2 1 HARDSCAPE PLANS ADDED H DRAWN BY: ]AZ DATE: 11/6/20 20009 HARDSCAPE PLAN 11S5 1/2" EXPANSION JOINT WING WALL MAXIMUM SLOPE 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6" THICK 01-91. V , - 1350 #4 VERTICAL REBAR _ 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 30" O.C.- HOLD 3" OFF BOTTOM OF POUR D FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW DECKING - SEE DOCK A CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE 3" MINIA SIMPSON STRONG TIE v FSA- HOT DIPPED GALVANIZED 0 FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST ° o o 2" AIR GAP d p n -1 d: c FINISH GRADE ON LOWER 4. ° SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END ° =1 OF SLOPED WING WALLS d d III ° v G • a . ATTACH TO HEADWALL WITH (2) 6" LONG 1/2" DIAMETER EXPANSION BOLT -III-III-III- I I -III-) I I -I =1 EXPDXY BOLT INTO CONCRETE HEADWALL IIII IIIIIIIIIII IIIIIIIIIIIIIII III II II 3'-0" ZL 1 CONCRETE HEADWALL- CONNECTION TO WOOD DOCK HS13 1 1" = V-0° SIMPSON STRONG TIE H0212 (2) " x 12" # 24" O.C. SIMPSON STRO TIE (C COLUMN BASE SET IN COLU POUR CENTER ON CONCRETE C UMN SLOPE TOP OF COLUMN \ AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LEVEL 2" x 6" DECKING --- 3" x 12" If SIMPSON STRON/RIES 6" x 6" W /! HEIGHT 3000 PSI POURED CONCRETE COLUMN i- FINISH GRADE I I� I I=III I I I� I I 6" 24" DIAMETER ROUND 3000 PSI CONCRETE II 3" MIN. '. I II I I1=I I COLUMN REINFORCED WITH (3) #5 VERTICAL 3'-0" I-_- I a I I=) i I' REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR III I II STABILITY DURING POUR _- .: . _._ III �I =1I .'''�� � .• : II_ COMPACTED SUBGRADE - - - - - I = HOLD REBAR 3" FROM EDGE OF POUR (3) #5 HORZ. EBAR AT 15" 2 \ C CRETE COLUMN SECTI ® DELETED FROM PROJECT HS13 I 1/*'v= r-o° L NOTES DESIGN CRITERIA 1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 1. DESIGN LIVE LOAD = 100 PSF 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 2. DESIGN WIND SPEED = 140 MPH 3. ALL ST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE 3. EXPOSURE "C" TREATED UTHERN PINE WITH EASED (SANDED) EDGES. 4. STRUCTURE IS AN OPEN STRUCTURE 4. ALL NAILS S L MEET THE REQUIREMENTS OF ASTM F 1667. BOLTS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1 5. Gpc = 0 5. CUT ENDS OF P TS SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT 6. VELOCITY PRESSURE = 36.3 PSF (I.E.COPPER NAPHT NATE) 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF R/SCE 8. BASED ON THE 2020 FLORIDA BUILDING COD DOCK AND DOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3" x 12" ROUGH SAW (NON -DIMENSIONAL) 2 BEAM - (OPTIONA SE OF (2) 2" x 12" HS13 LUMBER) ATTA TO POST DOCK AND OCK WITH SIMPSO STRONG TIE AC6 MAX PERMITTING T INCLUDED HOT DIPPE GALVANIZED FILL ALL IN CONTRACT (B OTHERS) HOLES H 3.5" 16d HOT DIPPED 18" DIAMETER CONCRETE FOOTING (TYPICAL) GALV IZED NAILS MAX. BEAM SPAN ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING CENTER BEAM ON POST O PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST A. D D 6" x 6" POST - ATTACH TO FOOTING D ALL SPLICES IN BEAMS TO BE CENTERED D WITH SIMPSON STRONG TIE H0212CMN BASE- STAINLESS STEEL OVER POSTS. SPLICED CONNECTIONS SHALL C 5THROUGH HOT DIPPED GALVANIZED 6_ 1 D COLUMN SIMPSON STRONG TIE PC66 POST CAPS D . BOLTS WITH WASHERS 4 4 ON BOLT HEAD AND NUT O 6 4 O LIMIT OF DECKING 2" x 4" DIAGONAL BRACE ATTACH TO LIMITS OF WOOD DECK ALL PERIMETER POSTS- SECURE WITH O 9--66 (1) 1/2" DIAMETER THROUGH BOLT Q / WITH WASHER AT BOLT HEAD AND NUT �f FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVIDE 1 BLOCKING AT ATTACHMENT LOCATION HS13 O O BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS WING WALL AT 45 DEGREE ANGLE AT MIDPOINT IN POST v TO HEADWALL- SLOPE AT 30 DEGREE MAX. a ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS EXPANSION JOINT c o WHERE BRACING IS PERPENDICULAR TO o v BEAMS D ADJUST FINISH GRADE TO PROVIDE D DIAGONAL BRACES EXTEND OUT 20" MAX. 5% SLOPE ON CONCRETE SIDEWALK IN BOTH DIRECTIONS FROM POST AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING POST - BEAMS - BRACING COLUMNS AND CONC. HEADWALL 2" x 12" RIM JOIST ACH WITH (3) 3.5" 10d RING SHANK 2" x 4" DECK BOARDS- ATTACH TO HOT DIPPED GA NIZED NAILS AT EACH JOIST OR BEAM E ACH JOISTS WITH 3.5" 10d HOT DIPPED GALVANIZED RING SHANK ATTACH PERIMETER DECK NAILS- TWO NAILS PER JOIST 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON BOARD RUNNING PARALLEL STRONG TIE HU212-HDG FACE MOUNT HANGERS T RIM JOIST WITH 3.5" 10d HOT 3/16" GAP BETWEEN ALL DECK BOARDS 9' DIPPED GALVANIZED RING 16 MAXIMUM ON CENTER SHANK NAILS AT 8" O.C. MAX. JOIST JOIST SPACING = 24" SPAN SPACE JOIST EQUALLY • D D POST AND BEAM (BELOW) e D o. CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD NDED DECK BOARD RUNS TO WIDTH- LOCATE CUT BOARD(S) BE B KEN AT JOIST LOCATIONS ONLY AWAY FROM CORNER ADD NA ING BOARD TO JOIST TO NAIL A ACENT BOARD- GAP BUTT JOINT AT 3/1 " . ALL DECK BOARD TO REST ON A MIN UM OF FOUR JOISTS o v , JOIST LAYOUT o DECKING D 3 WOOD DECK ® DELETED FROM PROJECT HS13 WILLIAM G. REIDY, P.E. REG. NO. 35605 NOTES: PROFESSIONAL ENGINEER 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING CNLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING ,, I CODE 7th EDITION & ASCE 7-16. 4 - p! DESIGN WIND SPEED: 140 MPH A 4 EXPOSURE "C" WIND PRESSURE: 36.3 PSF I E r n i c z dog z308 a�J d iQ d a N C J N S;; N r- v �00__ a Q Knolall e�ore I ou�. dig. Y 9 REVISIONS: -1. 3/12/21 CITY REVIEW COMMENTS 2. 4/1 9/2 1 CITY REVIEW COMMENTS 3. 8/2/2, HARDSCAPE PLANS ADDED 4. '1 -1/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC DRAWN BY: jAZ DATE: i i/6/2o 20009 HARDSCAPE DETAILS HS1 3 . _. I - - Al. I - . . '. ; _. I- Lm __w_ - V14-7 Im" U CL 75 r: 13 '75 0 0 N 0 IN 4� 0 U F 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP U-12 STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 51-0` ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE 6" MIN. A4 10" MAX. '10 '. W . 51-01' NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCIIN G AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ON ALL SPLICES 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 3-6 CONCRETE PAVER - SEE SCHEDULE CF SITE FURNISHINGS AND STRUCTURES TIE ALL REBAR CONNECTIONS WITH METAL TIES #5 REBAR DOWEL @ 241 O.C. (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND IM4111 EDGE OF POUR ALI #5 TRANSVERSE REEAR AT 24" O.C.- HOLD 11-0 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS 3-0 4 COMPACT SUBGRADE A T ALL �_A FOOTING LOCATIONS RETAINING WALL AT POOL HS14 1/2" = V-0" EXIT SIDE VEHICULAR GATES 1/2" GAP FOR HINGE BRACKET GATE FABRICATOR/INSTALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES ANC PROVIDE OWNER A WARRANTY ON THE ABILIn OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE MASONRY COLUMN WITH STONE VENEER BLACK POWDERCOAT PAINTED FINISH 5 CH—S1 4 6HT. PEDESTRIAN GATE FOUR RAIL NO ACCESS CONTROL HORSEFENCE MASONRY COLUMN WITH STONE VENEER T_ 6-61' FINISH GRADE 5'WIDE CONCRETE C j R 5: SIDEWALK 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS A6" MIN. 101, MAX. -0.. 1 2-01' OR V-6 2 -2'OR 1-8" #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE —01 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1 STAND 3RD BLOCK COURSE ABOVE FOOTING #5 RE AR DOWEL @ 32" O.C. ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR .-d . . . #5 TRANSVERSE REBAR AT 32" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR A4 3000 PSI POURED CONCRETE 31-0" FOOTING- CONTINUOUS WALL SECTION COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL. H S 14 1/2" = V-0" 24" SQUARE MASONRY COLUMN - FAUX STONE VENEER DO NOT SCALE HORIZONTAL DISTANCE OF ENTRANCE WALL DUE TO ROADWAYS NOT BEING PERPENDICULAR TO WALL MASONRY WALL - PAINTED STUCCO FINISH - DASH (ROUGHCOAT) TEXTURE COLOR TO MATCH VILLA EXTERIOR WALLS BLACK POWDERCOAT PAINTED FINISH 21'-6" FIELD CONFIRM -GAP-\ 1 6' 0' A ASPHALT ROADWAY GATE OPERATOR (TYP.) GATE STOP ANGLE BRACKET MOUNT ONTO 4'-6" x 4" AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE VILLA GATED ENTRANCE ELEVATION CH ENTRY SIDE VEHICULAR GATES DOUBLE SWING GATES- GATE OPERATORS ON OPPOSITE SIDE VSQUARE ALUMINUM TUBING 2" SQUARE ALUMINUM TUBING ADD REINFORCEMENT BAR AS REQUIRED 3/4" SQUARE ALUMINUM TUBING V-2" ASPHALT ROADWAY --I" GAP CURB GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE STONE VENEER FILL ALL VOIDS WITH CONCRETE VENEER WALL TIES COLUMN 0// "1 91 1 P/ 1/1 H 11 11 n E 3-6" SQUARE COLUMN SECTION FENCE CONNECTION TO COLUMN H S 14 1/2" = 1 --0" NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVI DE MIN. 1 % SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 2 STUCCO VENEER OVER #5 BAR IN FILLED CELL, 24" O.C. PLASTIC LATHE - COLOR 25' OVERLAP ON ALL SPLICES TO MATCH VILLA BUILDINGS TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL " " " 8 X 8 X 16 CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENI NFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 6_0" #5 REBAR DOWEL @ 24" O.C. ALL REBAR CONNECTIONS WITH METAL TIES ,--_�TIE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES 'r T FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND ��=g ri, 6" MIN. NE. A EDGE OF POUR 11, 1 I I I _7 I I 1ANSVERSE REBAR AT 24" O.C.- HOLD t 4A 3'OFF BOTTOM AND EDGE OF POUR 11-0 a-,,- L. I I — _ ) : V: - - - - - - - - 3000 PSI POURED CONCRETE ..A FOOTING- CONTINUOUS A 3' COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 4 VILLA VEHICULAR ENTRANCE WALL SECTION— H S 14 1/2" = 1 -4' 6HT. PEDESTRIAN GATE NO ACCESS CONTROL FOUR RAIL HORSE FENCE SWIDE CONCRETE FINISH GRADE SIDEWALK NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24"SQUARE CMU COLUMN —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6- X V-a- REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL MASONRY COLUMN WITH STONE VENEER 4'-6" 1-7� r v Ty I I If STONE VENEER "FILL ALL VOIDS WITH CONCRE E T V W ENEER ALLTIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLLIMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 3" FROM EDGE OF POUR - E 71z; I _�� I =E1 3000 PSI POURED CONCRETE FOOTING NA 11--:911— 1 H_ I I I= —MI t-9" I -I- I In 3'-6'X 3-6 X V-9- REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND 3'-6" BOTTOM TYPICAL SQUARE COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION- HS14 1/2" = V-0" WALL CAP ISOMETRIC ISOMETRIC S�C ot'� SECJ 4--8a,6" 4 0" N W-1 A FINISH GRADE MIN.6" COVER 3000 PSI POURED CONCRETE FOOTING 3-16" X 3-6 X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY 77 TOP AND BOTTOM TYPICAL 1 IE-1 I iEzi I I HOLD REBAR 3" FROM EDGE I OF POLIR—/ TIE ALL REBAR CONNECTIONS WITH METAL TIES [-- l'-&—i F T-711 I STRUCTURAL BRICK 1-6" (BELOW 7 _7F91FT r--rrF-- I F, ELEVATION PRECAST CONCRETE COLUMN CAP SECTION 3 STRUCTURAL BRICK 8 — V-4 8 L . . . . . . SECTION 2 STRUCTURAL BRICK NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET" MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- 'PC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50'ON CENTER SEE FOOTING DETAIL FOR LOCATIO' - VER 25" OVERLAP ON ALL SPLICES PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, F HOLD REBAR 3" OFF B0170M AND EDGE OF POUR #�5 TRANSVERSE REBAR AT 24" O.C.- HOLD C 3" OFF B07TOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTI NG- CONTINUOUS rnMr, COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 01-10$1 PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO T41CREATE DENTAL BLOCKS AT TOP OF WALL 1 0- 1 MIDPOINT OF WALL 0 0-4-1. STRUCTURAL BRICK (BELOW) 3/8" MORTAR JOINTS (TYP.) 15" 0'-4- 16 3-6 01 _5f ---f 3-0,, 7 0'- 4L5- #5 VERTICAL REBAR 16 #5 VERTICAL REBAR COLUMN FOOTING (BELOW) 3'-6" 4 15/16" O.C. WALL FOOTING (BELOW) SECTION 1 7 STRUCTURAL BRICK WALL H S 14 1/2" V-0" NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER 0 1 0 Ole U gp�e < 90 E 0 1� 0 �d z cf) .0 -0 U_ a m Ln -10 N E) 0 In < 0 (D 'n V_ Fj CL �? . 3: U) (D 1;_U m E c,) E U c') 4) 3 cz 4 �: Z < W V) c a) Q U) Z -0 CID 5 r_ C-4 C; 0 IT 0 cl) 04 i:�- 04 < < 1121 < 0 0 < z Z Z C) 0 > CL Know what'sWOW. 400 Call before you dig. REVISIONS: 1. 3 12,21 CITY REVIEW COMMENTS 2-4/19/21 CITY REVIEW COMMENTS 3-8/2/21 HARDSCAPE PLANS ADDED 4.11126121 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JAZ DATE: 1116120 20009 HARDSCAPE DETAILS fi S L I 1�,c ADJUST SOIL COVER FOR GRADE CHANGES SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL "U" CHANNEL - WELD 45 DEG. CORNERS ® 3" x 3" x+ STEEL TUBE WELDED LIMITED GRINDING OF WELDS TO SIGN FRAME (2) 2" x 10" TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS 4" x 4" x 10' BLACK LOCUST PRESSURE TREATED PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS OR DOUBLE KILN DRIED CEDAR PIN E BEAMS - WITH PAINTED FINISH "BLACK" STACKED INTO "U" CHANNEL - SE ill -TRANSPARENT DOUBLE SIDED SIGN WELD CORNERS OF "U" CHANNEL WOOD STAIN AT GATED ENTRY AFTER STACKING TIMBERS 8" x 6" BOLTS THROUGH TO ADD TEXT SELECT LUMBER TO NOT BE WARPED BEVEL CUT END OF POSTS AT 45 DEG. BEAMS AND STEEL "VILLAS AT' ABOVE APPLY CLEAR STAIN PRIOR TO LETTER/ SUPPORT - PAINT ABBOTT SQUARE LOGO INSTALLATION HARDWARE "BLACK" TEXT TOUCH UP AFTER TIGHTENING BOLTS C6" BOLTS FOR COLUMN CONNECTION NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O,C. VERTICALLY (EVERY THIRD COURSE) 4 A SIMPSON STa • • • FO EAWITH6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH x 8":: 10'IIIIIIIIIIIIIIHIIIIIIIIITEMPLATE i!!Hp8" FROM LETTER MANUFACTURER PRESSURE TREA QED PAINTED FINISH - COLOR: "BLACK" PINE POST - WITH �- (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED SEMI-TRANSPAR -NT DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT' ON SIGN FACE WOOD S-'AIN 2" THICK PRECAST CONCRETE WALL CAP _ COLOR: "WHITE" _ i �i �'DOT — f PINEAPPLE GROVE 'NAILHEAD' PATTERN e SURFACE MOUNT WITH EPDXY 1 I ARj 12" SQUARE MEDALLION MODEL # 125M-097 ST) =BASE " " CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" I-S www.pineapplegrove.com CK" 3" x 3" STEEL TUBE WELDED i 2' THICK PRECAST CONCRETE CAP TO SIGN FRAME COLOR: "WHITE" PROVIDE SLOPE IMBED TUBE MIN. 6" INTO CMU WALL AWAY FROM P03T • PAINTED FINISH "BLACK" • • CAULK JOINTS TO PREVENT WATER INTRUSION FAUX STACKED STONE VENEER - _ - CULTURED STONE PRO -FIT - LEDGESTONE COLOR: 'MOJAVE' FINISH GRADE 10'-0" 1 9'-21 3' 1 HS15 MATERIALS AND FINISHES 14'-34"-MAY VARY DUE TO VENEER THICKNESS DIMENSIONED ELEVATION ENTRANCE SIGN 1 /2" = 1--0" 01 1 *.32 . . w \ PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH /— #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS - (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOtADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES REBAR" FROM EDGE OF POUR OMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3-0" X 3-0" X V-0" _ 3-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL A SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - - 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 112" _ OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR: 'MOJAVE' imm TIE ALL REBAR CONNECTIONS WITH METAL TIES Imo-- 3-0" -i SIGN WALL SECTION #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8"X8"X16"CMU WALL -PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD �— 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS _ COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 8" x 8" POST VERTICAL REINFORCEMENT BARS (TYPICAL) (MAXIMUM 24" O.C. r-- g'' x 8" POST CMU BLOCKS FOR SIGN WALL #5 VERTICAL REBAR COLUMN `AT ALL CORNERS STONE VENEER Mud EINEDIKE i! i///Zi STONE VENEER SIGN WALL VENEER WALL TIES COLUMN #5 VERTICAL REBAR •FILL ALL CELLS CONCRETE m -- --r SECTION THROUGH SIGN BASE A Q Q �e b W z Wj Q o 0 Q Q0� Z zzW Ij C) ;;: 2 M 0. N M F� 811 Know what'sbe ow. Call before you dig. REVISIONS: NOTES: 1. 3/12/21 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR CITY REVIEW COMMENTS STRUCTURAL ENGINEEERING ONLY 2. 4/19/21 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CITY REVIEW COMMENTS CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH 3 8/2/21 EXPOSURE"C" HARDSCAPE WIND PRESSURE: 36.3 PSF PLANS ADDED 4. 11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: )AZ WILLIAM G. REIDY, P.E. DATE: 11/6/20 REG. NO. 35605 PROFESSIONAL ENGINEER 20009 2� HARDSCAPE a I 4� DETAILS fIS1 5 l� F 117T ��CHLINE SHEET�S7 BEGIN FENCE SEGMENT LAY=UT AT PROPERTY CORNER LIMIT OF FOUR RAIL HORSE FENCE AT 6' HT. MASONRY COLUMN ADJUSTED TO AVOID CON=LICT SHEET KEY WITH EXISTING TREES "1-in0G f GVI,C CONNECTED ON TWO SIDES /6'HSONRY COLUMN NNECTION TO IL HORSE FENCE TED ON TWO SIDES RAIL HORSEFENCE 248 L.F. FOUR RAIL HORSE FENCE 0 N 0 0 U 1/2'EXPANSION JOIN'. - WING WALL MAXIMUM SLOPE: 30 DEGREES EXPANSION JOINT WITH JOINT SEALANT 4" THICK CONCRETE SIDEWALK TRANSITIONS TO 6'THICK 1 35o #4 VERTICAL REBAR 30" O.C. THICKENED EDGE BEAM COMPACTED SUBGRADE 3000 PSI POURED CONCRETE HEADWALL (6) #4 REBAR CONTINUOUS ------- ATTACH TO CAGE WITH METAL TIES #4 REBAR CAGE- 8" HT. x 24" WIDTH - VERTICAL AND HORZ. REBAR AT 39'O.C.- HOLD 3" OFF BOTTOM OF POUR [I "I 4 MIN1.4 3' A A 4. 1- 6" E M_ .1 1- 1-1 ME0 FOOTING EXTENDS TO LIMIT OF WING WALL SEE PLAN VIEW 4 DECKING - SEE DOCK A CONSTRUCTION PLANS JOIST - SEE DOCK CONSTRUCTION PLANS 1 % SLOPE SIMPSON STRONG TIE FSA- HOT DIPPED GALVANIZED FOUNDATION ANCHOR- PLACE ONE ANCHOR AT EACH JOIST 0 0 0,0 2" AIR GAP FINISH GRADE ON LOWER SIDE OF HEADWALL- BLEND GRADE WITH GRADE AT END OF SLOPED WING WALLS A ATTACH TO HEADWALL WITH (2) 6'LONG 1/2" DIAMETER EXPANSION BOLT EXPDXY BOLT INTO CONCRETE HEADWALL A4 CONCRETE HEADWALL- CONNECTION TO WOOD rDOCK HS13J in=v-on SIMPSON STRONG TIE (2) x 12" 4 24" O.C. SIMPSON STRONrq TIE CE366 O'U P� C UR COLUMN BASE SET IN C IMN CENTER ON CONCRETE C UMN ' 6 SLOPE TOP OF COLUMN j AWAY FROM CENTER TO SHED RAINWATER- 2% SLOPE - SET CULUMN BASE LE\VEL 2" x &DECKING I--- 3'x 12" SIMPSON STRONG TIE A TIE A POST 6" x 6" WO POST S HEIGHT RIES 3000 PSI POURED CONCRETE COLUMN FINISH GRADE 6" T 24" DIAMETER ROUND 3000 PSI CONCRETE COLUMN REINFORCED WITH (3) #5 VERTICAL REBAR- TRIANGULAR PATTERN - STIRRUPS AT MAX. 18" O.C. VERTICALLY FOR STABILITY DURING POUR HOLD REBAR 3" FROM EDGE OF POUR 'I- __ 3) #5 HORZ, EBAR AT 15" 2� C CRETE COLUMN SECTI HSI 3 11?K= 1w COMPACTED SUBGRADE 3-0" 3- q�g r DELETED FROM PROJECT NOTES 1. ECK DESIGNED TO SUPPORT 100 PSF LIVE LOAD + 10 PSF DEAD LOAD. DECK IS NOT DESIGN FOR VEHICULAR TRAFFIC. 2. FO INGS DESIGNED WITH A SOIL BEARING CAPACITY OF 3000 PSF. 3. ALL ST CTURAL LUMBER TO BE #2 PRESSURE TREATED SOUTHERN PINE. ALL DECKING AND RAILS SHALL BE #1 PRESSURE 0 A E LL C S K D IN T E G S S C 'G D T N E U E S R D ,G AL T N 0 E LU SU D W P' I - MBE TREATED UTHERN PINE WITH EASED (SANDED) EDGES. L IL L Tj 4. ALL \NAILSL MEETTHE REQUIREMENTS OFASTM F 1667. BOLTS SHALL MEETTHE REQUIREMENTS OFANISIASME B18.2.1 S C 0 P TS S i 5. CUT ENDS OF P S SHALL BE FIELD TREATED WITH AN AMERICAN WOOD PROTECTION ASSOCIATION RECOMMENDED PRODUCT C (I.E.COPPER NAPHT NATE) LL LUM To B P 6. ALL LUMBER TO BE P ED TO BE CROWN SIDE UP. DOCK K 'K 0 INCLUDED AND OC T PERMITTING I IN CONTRACT VOTHERS) 6-31- 6-34L" LIMITS OF WOOD DECK HS13 WING WALL AT 45 DEGREE ANGLE TO HEADWALL- SLOPE AT 30 DEGREE MAX. EXPANSION JOINT ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK AND ALLOW FOR BEAM DIMENSION OVER WING WALL FOOTING COLUMNS AND CONC. HEADWALL 2 �3) 18" DIAMETER CONCRETE FOOTING (TYPICAL) ADJUST FINISH GRADE TO PROVIDE MAX. 5% SLOPE ON CONCRETE SIDEWALK ANDALLOW FOR BEAM DIMENSION OVER qG WIN WALL FOOTING PROVIDE BLOCKING BETWEEN SIMPSON STONG TIE AC6 MAX AND POST ALL SPLICES IN BEAMS TO BE CENTERED OVER POSTS, SPLICED CONNECTIONS SHALL - HAVE SIMPSON STRONG TIE PC66 POST CAPS WING LIMIT OF DECKING 2" x 12" RIM JOIST A7rACH WITH (3) 3.5" 10d RING SHANK HOT DIPPED GALYANIZED NAILS AT EACH JOIST OR BEAM 2" x 12" JOISTS - ATTACH TO BEAMS WITH SIMPSON STRONG TIE HU212-HDG FACE MOUNT HANGERS g-611. MAX. MAXIMUM ON CENTER JOIST JOIST SPACING = 24" SPACE JOIST EQUALLY SPAN POST AND BEAM (BELOW) JOIST LAYOUT CUT DECK BOARDS AT CORNERS TO PROVIDE NO LESS THAN 1/2 BOARD WIDTH- LOCATE CUT BOARD(S) AWAY FROM CORNER -3 WOOD DECK HS13 DESIGN CRITERIA 1. DESIGN LIVE LOAD = 100 PSF 2. DESIGN WIND SPEED 140 MPH 3. EXPOSURE "C" 4. STRUCTURE IS AN OPEN STRUCTURE 5. Gpc = 0 6. VELOCITY PRESSURE = 36.3 PSF 7. UPLIFT = 50.8 PSF ROOF ZONE 3, 43.6 PSF ROOF Z E 2 =Z 8. BASED ON THE 2020 FLORIDA BUILDING CODE & /SCE7-16 DOCKANDIDOCK PERMITTING NOT INCLUDED IN CONTRACT (BY OTHERS) 3'x 12" ROUGH SAW (NON -DIMENSIONAL) BEAM - (OPTIONA SE OF (2) Z'x 12- B IN 0 C T L H U E D IRS ED 1 ROUGH SAW (NON -DIM ! M (OPTIONA SE OF (2) 2 3 TTA LUMBER) ATTA TO POST I S M 0 ST TI WITH SIMPS STRONG TIE AC6 MAX HOT DIPPE GALVANIZED FILL ALL )A S 1 OT Ipp E HOLES H 3,5'�'166,d HOT DIPPED V IZ ILS 6-34" GAL IZED NAILS 4 MAX. BEAM SPAN CENTER BEAM ON POST 6" x 6" POST - ATTACH TO FOOTING WITH SIMPSON STRONG TIE H0212 COLUMN BASE- STAINLESS STEEL (2) 5/8'THROUGH HOT DIPPED GALVANIZED BOLTS WITH WASHERS ON BOLT HEAD AND NUT Z'x 4" DIAGONAL BRACE ATTACH TO AH PERIMETER POSTS- SECURE WITH (1) 1/2" DIAMETER THROUGH BOLT WITH WASHER AT BOLT HEAD AND NUT FOR EACH CONNECTION- ATTACH TO BEAMS AT 45 DEGREE ANGLE - PROVID BLOCKING AT ATTACHMENT LOCATION E BOTTOM OF DIAGONAL BRACE TO BE ATTACHED TO POSTS AT MIDPOINT IN POST ATTACH TO JOISTS WITH SIMPSON STRONG TIE MTSM TWIST STRAPS FOR LOCATIONS WHERE BRACING IS PERPENDICULAR TO BEAMS DIAGONAL BRACES EXTEND OUT 20" IN BOTH DIRECTIONS FROM POST POST - BEAMS - BRACING ATTACH PERIMETER DECK BOARD RUNNING PARALLEL RIM JOIST WITH 3.5" 1 Od HOT \DIPPED GALVANIZED RING \SHANK NAILS AT 8"O.C. v . -v DELETED FROM PROJECT DECKING 2" x 4" DECK BOARDS- ATTACH TO E ACH JOISTS WITH 3.5" 1 Od HOT DIPPED GALVANIZED RING SHANK NAILS- TWO NAILS PER JOIST 3/16" GAP BETWEEN ALL DECK BOARDS NDED DECK BOARD RUNS TO KEI EB � AT JOIST LOCATIONS ONLY ADD NA\ING BOARD TO JOIST TO NAIL ANACENT BOARD- GAP BUTT JO 3/11N�. ALL DECK BOARD TO R6 MINIMUM OF FOUR JOISTS NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 35605 PROFESSIONAL ENGINEER V1 V oe < w 2e CL < E 0 U. Ln in ch 0 go C04 m _j ae c E � 'I Z= 4k 3: 0 s 0 di 0 US 8:3 a r ch 8 cm N ale < < oe o < Z Z Z w c)p-, CL < BilKno� WhIg'jbelow. all e, ore you dig. ftkw/r000 REVISIONS: 1. 5/12/21 CITY REMEW COMMENTS 2.4/19/21 CITY REVIEW COMMENTS 5.8/2/21 HARDSCAPE PLANS ADDED 4- 1-1/26/21 STRUCTURAL ENGINEERING MODIFICATION- DELETE DEC' DRAWN BY: 1AZ DATE: -1 -1/6/20 HARDSCAPE DETAILS fisi 3 L 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 % SLOPED TOP 01-11. 2 STUCCO VENEER OVER PLASTIC LATHE - COLOR AND TEXTURE TO MATCH CLUBHOUSE BOTH SIDES OF WALL 5'-0" ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (A 4 6" Ill.11 6" N MI 10" MAX. NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZO 4TAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. #5 REBAR CONTINUOUS, INFiLL KNOCK -OUT BLOCK WITH CONCRETF - 25" OVERLAP ON ALL SF LICES #5 BAR IN FILLED CELL, 24" O.C. 25" OVERLAP ONALL SPLICES 8"X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY TH RD COURSE) 3-6" CONCRETE PAVER - SEE SCHEDULE OF SITE FURNISHINGS AND STRUCTURES TIE AL L REBAR CONNECTIONS WITH METAL TIES #5 R =-BAR DOWEL@ 24" O.C. (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOT70M AND EDGE OF POUR :L: #5 TRANSVERSE REBAR AT 24" O.0 . HOLD 3'OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS -011 —31 A4 CON/ PACT SUBGRADE AT ALL FOO rING LOCATIONS RETAINING WALL AT POOL HS14J 11/2"=1-4- MASONRY COLUMN WITH STONE VENEER FOUR RAIL E (IT SIDE VEHICULAR GATES 1/2" GAP FCR HINGE BRACKET - GATE FABRICAl STALLER SHALL BE RESPONSIBLE FOR SIZING GATE HINGES AND PROVIDE OWNER A WARRANTY ON THE ABILITY OF THE HINGES TO SUPPORT THE WEIGHT OF THE GATE BLACK POWDERCOAT PAINTED FINISH 5 HS14 6'HT. PEDESTRIAN GATE NO ACCESS CONTROL MASONRY COLUMN WITH STONE VENEER $ 6 6 FINISH GRADE SWIDECONCRETE SIDEWA-K U j 21- .1e m 0 0 ? ON 0 ON 4.1 CURB 2" WHITE PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES STUCCO OVER PLASTIC LATHE MATCH COLOR AND TEXTURE OF CLUBHOUSE WALLS 6" MIN. 10" MAX. 11-0.1 2'-g'OR V-6 2-2" OR 11-81� 1 #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 3-0" WALL SECTION 8" X 8" X 16" CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 1 STAND 3RD BLOCK COURSE ABOVE FOOTING :#5:R�EBAR DO�WEL @ �32"O.C. ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR Lu"�'L u'-' "uu'_' RANSVERSE REBAR AT 32" 0 C� HOI ; OTTOM 0 # T #5 TRANSVERSE REBAR AT 32" O.C.- HOLD - OFF B AND EDGE F P6 R LI 3" OFF BOTTOM AND EDGE OF POUR A 000 PSI POU CO C 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 2 18" AND 24" HT. RETAINING WALLS AT POOL. HS14J 1/2"=V-11)" 24" SQUARE MASONRY COLUMN - FAUX STONE VENEER DO NOT SCALE HORIZONTAL DISTANCE OF ENTRANCE WALL DUE TO ROADWAYS NOT BEING PERPENDICULAR TO WALL MASONRY WALL - PAINTED STUCCO FINISH - DASH (ROUGHCOAT) TEXTURE COLOR TO MATCH VILLA EXTERIOR WALLS BLACK POWDERCOAT PAINTED FINISH 21'-6- 4 FIELD CONFIRM HS14 GAP -\ 6" 0" '.I X ASPHALT ROADWAY GATE OPERATOR (TYP.) GATE STOP ANGLE BRACKET MOUNT ONTO 4-6" x 4" AT TOP AND BOTTOM CONCRETE SLAB EXIT GATE 4 VILLA GATED ENTRANCE ELEVATION HS14 1/8" T-O" ENTRY SIDE VEHICULAR GATES DOUBLE SWING GATES- GATE OPERATORS ON OPPOSITE SIDE _VSQUARE ALUMINUM TUBING 2" SQUARE ALUMINUM TUBING ADD REINFORCEMENT BAR AS REQUIRED 3/4" SQUARE ALUMINUM TUBING ASPHALT ROADWAY ',1 "GAP ---"-CURB GATE STOP ANGLE BRACKET AT TOP AND BOTTOM ENTRANCE GATE �)OJUMML COLUMN SECTION 6� FENCE CONNECTION TO COLUMN H SO 14 1 1/2" V-0" NOTES: 1. FILL ALL CMU CELLS WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING AT 24" O.0 VERTICAL ON WALL SEGMENT. 2" PRE -CAST CONCRETE WALL CAP- #5 REBAR CONTINUOUS, INFILL KNOCK -OUT PROVIDE MIN. 1 %SLOPED TOP BLOCK WITH CONCRETE - 25" OVERLAP ON ALL SPLICES 2 #5 BAR IN FILLED CELL , STUCCO VENEER OVER PLASTIC LATHE - COLOR 24" O.C. TO MATCH VILLA BUILDINGS 25" OVERLAP ON ALL SPLICES TEXTURE: DASH (ROUGHCOAT) BOTH SIDES OF WALL " " " 8 X 8 X 16 CMU WALL PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. i VERTICALLY (EVERY THIRD COURSE) 6-0` #5 REBAR DOWEL @ 24" O.C. ALL REBAR CONNECTIONS WITH METAL TIES ,-__�TIE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, OF HOLD REBAR 3" OFF BOTTOM AND MIN. EDGE OF POUR 3Fb I HANSVERSE REBAR AT 24" O.C.- HOLD t . . 44 4 :. , A 3" OFF BOTTOM AND EDGE 0 F POUR 11-01 I [01 L. 3000 PSI POURED CONCRETE 111 FOOTING- CONTINUOUS — wi= r z I' t M-1=11F, L �ifl 3-Z' COMPACT SUBGRADE AT ALL FOOTING LOCATIONS —4 VILLA VEHICULAR ENTRANCE WALL SECTION- HS14J 11/2"=V-0" 6'HT. PEDESTRIAN GATE NO ACCESS CONTROL FOUR RAIL HORSE FENCE 6-6 SWIDE CONCRETE SIDEWALK !ELOW GRADE 3E HORIZONTAL AT 24" O.C. FINISH GRADE )T WHITE CONCRETE COLUMN CAP MU COLUMN WITH 1/2 DIA. ANCHOR EDDED 3" MIN. INTO COLUMN CKS ON TOP COURSE OF COLLIMN- WITH ;- FILL ALL CELLS WITH CONCRETE REINFORCED WITH 3AR- ONE AT EACH CORNER FILL ALL NTAINING REBAR WITH CONCRETE ICOLUMN \GE HORIZONTAL kT 24" O.C. RY THIRD COURSE) .CTION EVERY OTHER COURSE ON VERTICAL REBAR �EGINS _S- 25" OVERLAP ON ALL SPLICES I CONNECTIONS WITH METAL TIES SH GRADE 3" FROM EDGE OF POUR COMPACTED SUBGRADE URED CONCRETE FOOTING WITH (3) #5 REBARS EACH WAY TOP AND DU I I UIVI I T PICAL MASONRY COLUMN WITH STONE VENEER S�C l� 0*2* SFE-c FINISH GRADE� MIN. 6" COVER 3000 PSI POURED CONCRETE FOOTING 3-6" X 3-6" X V-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL STONE VENEER _FILLALLVOIDS WITH CONCRETE VENEER WALL TIES FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY 2 1/2" THICK PRECAST WHITE CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN WITH 1/2 DIA. ANCHOR AT AT CENTER EMBEDDED 3" MIN. INTO COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE COLUMN REINFORCED WITH (4) #5 REBAR- ONE AT EACH CORNER FILL ALL VOIDS CONTAINING REBAR WITH CONCRETE 24" SQUARE CMU COLUMN RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25" OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE HOLD REBAR 31 FROM EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING W-1 ILML-9 Ld=6 "I, 3-6" X 3-6" X V-01' 1 3-6" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND SQUARE BOTTOM TYPICAL COLUMN SECTION COMPACTED SUBGRADE 3 VILLA VEHICULAR ENTRANCE COLUMN SECTION- HS14) 1/2"=V-0" 16 41-0" COLUMN CAP ISOMETRIC WALL CAP ISOMETRIC HOLD REBAR 3" FROM EDGE OF POUR—` TIE ALL REBAR CONNECTIONS WITH METAL TIES t-- V-61 F STRUCTURAL BRICK V-6 (BELOW ELE"TION PRECAST CONCRETE COLUMN CAP SECTION 3 -3, STRUCTURAL BRICK 3 V-5 8 10 STRUCTURA BRICK 16 3-6` T6_ G-415 3-6" COLUMN FOOTING (BELOW) — btt; I 1UN 2 NOTES: 1. STRUCTURAL BRICK- "BRONZE STONE" NORMAN BRICK DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 2. MODULAR BRICK- "BEALE STREET'MANUFACTURED BY PINE HALL BRICK - DISTRIBUTED BY COASTAL OLD CASTLE. (813) 886-7761 3. COLUMN CAP- 'l MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com 4. WALL CAP- "WC-1 6" MANUFACTURED BY AAA CAST STONE (941) 721-8092 www.aaacaststone.com PROVIDE VERTICAL EXPANSION JOINTS AT 50'ON CENTER W #5 VERTICAL REBAR IN FILLED CELL, EE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES S PROVIDE #1 GUAGE HORIZONTAL REINFORCEMENT GRID AT FIVE COURSE INTERVALS (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24"O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS SOLID MODULAR BRICK (BELOW) 01-1al PRECAST CONCRETE WALL CAP MODULAR BRICK- OFFSET LAYOUT TO CREATE DENTAL BLOCKS AT TOP OF WALL 0 1" _41 r i 4 MIDPOINT OF WALL 0, 1. 0-4-4 STRUCTURAL BRICK (BELOW) 3/8" MORTAR 2 OINTS (TYP.) U 1 _5f 4.1050/1, 18, I-_ #5 VERTICAL REBAR 11 7/8" O.C. 1 #5 ERTICAL REBAR 4 4 15/16" O.0 - \_ WALL FOOTING (BELOW) SECTION 1 7 STRUCTURAL BRICK WALL H S 14 1/2" V-101" NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO. 356o5 PROFESSIONAL ENGINEER I 0 0 0 , < i < fyN E 0 q 0 lid z cl .0 L) _j Ln LL m LO `0 cm to 0 c') "l 0 0 cn .0 cq L U MCI �_o x cll .6 E U c') 0 M U -* 3.. Z < it a) w a- (n 6 Un a) z C-4 C; le ce) C14 04 < C) C) (p < Z Z Z Ij j P_ 0 z: cz 0 >_ an CL co Knoi what'sbelow, all before you dig. REVISIONS: 1. 3/12/21 CITY REVIEW COMMENTS 2.4119121 CITY REVIEW COMMENTS 3.8/2/21 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEERING MODIFICATIONS DRAWN BY: JA7 DATE: 1116120 20009 HARDSCAPE DETAILS fiS r. 1,11!v � - 111 11111! !91 U _j CL 2L 0 U 1 �'OVERHANG (TYR) ADJUST SOIL COVER FOR GRADE CHANGES FINISH GRADE — (2) 2" x 10" PRESSUI IE TREATED PINE BFAMS - WITH SEMI -TRANSPARENT WOOD STAIN BEVEL CUT END OF POSTS AT 45 DI �G. --�, ASIMPSON STRONG TIE APDT2-6 EACH SIDE OF POST - WITH THROUGH BOLTS COLOR- "BLACK" 8" x 8" x 10, PRESSURE TREATED PINE POST - WITH - SEMI -TRANSPARENT WOOD STAIN 2" THICK PRECAST CONCRETE WALL CAP COLOR: "WHITE" SIMPSON STRONG TIE A4 J'APG (4 PER POST) POST BASE SIDE PLATES - COLOR: "BLACK" 2 �'THICK PRECAST CONCRETE CAP COLOR: "WHITE" PROVIDE SLOPE AWAY FROM POST FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' FINISH GRADE _q T 0'-2" RO'-6" la -a. 91 1 _2f 34' 2' 8' 2 0 0 SECTION THROUGH MIDPOINT OF SIGN 8 GUAGE 4" x 4" x 4" GALVANIZED STEEL "U" CHANNEL - WELD 45 DEG. CORNERS A 3" x 3" x �," STEEL TUBE WELDED LIMITED GRINDING OF WELDS TO SIGN FRAME TO PRODUCE RUSTIC APPEARANCE PROVIDE SPACERS PAINTED FINISH COLOR: "BLACK" AT BOLT LOCATIONS PAINTED FINISH "BLACK" DOUBLE SIDED SIGN AT GATED ENTRY x 6" BOLTS THROUGH TO ADD TEXT BEAMS AND STEEL "VILLAS AT'ABOVE SUPPORT - PAINT "B'L, _\ ABBOTT SQUARE HARDWARE K TEXT 'A�C E TOUCH UP AFTE�R TIGHTENING BOLTS 1 -5' MATERIALS AND FINISHES 14-34"WAY VARY DUE TO VENEER THICKNESS 8 DIMENSIONED ELEVATION ENTRANCE SIGN HS15 1 1/2" = 1 0" NOTES: 1. FILL ALL BLOCK BELOW GRADE WITH CONCRETE. 2. PROVIDE #1 GAUGE HORIZONTAL REINFORCING GRID AT 24" O.C. VERTICALLY COLUMN REINFORCED WITH (4) #5 REBAR BENTS - FILL ALL CELLS WITH CONCRETE 24" SQUARE CMU COLUMN PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) 4" x 4" x 1 O'BLACK LOCUST OR DOUBLE KILN DRIED CEDAR STACKED INTO "U" CHANNEL - WELD CORNERS OF 'U" CHANNEL AFTER STACKING TIMBERS - SELECT LUMBER TO NOT BE WARPED APPLY CLEAR STAIN PRIOR TO LETTER/ LOGO INSTALLATION 6" BOLTS FOR COLUMN CONNECTION A4 6" SOLID ALUMINUM LETTERS WITH ANCHORS TO IMBED INTO LUMBER - PRE -DRILL HOLES WITH ---------TEMPLATE FROM LETTER MANUFACTURER PAINTED FINISH - COLOR: "BLACK' (2) SINGLE SIDED SIGNS AND (2) DOUBLE SIDED SIGNS REQUIRED DOUBLE SIDED SIGN AT GATED ENTRY TO ADD TEXT "VILLAS AT' ON SIGN FACE PINEAPPLE GROVE'NAI LH EAD' PATTERN SURFACE MOUNT WITH EPDXY 12" SQUARE MEDALLION MODEL # 125M-097 CHROMECAST METALIZED FINISH- COLOR: "BRITE COPPER" www.pineapplegrove.com 3" x 3" STEEL TUBE WELDED TO SIGN FRAME IMBED TUBE MIN. 6" INTO CMU WALL PAINTED FINISH "BLACK" CAULK JOINTS TO PREVENT WATER INTRUSION 1 01 4 V A 3-0" SQUARE PRECAST CONCRETE COLUMN CAP EPDXY TO TOP OF CMU COLUMN - COLUMN CAP TO INCLUDE MULTIPLE SEGMENTS TO ALLOW POST THROUGH COLUMN KNOCK -OUT BLOCKS ON TOP COURSE OF COLUMN- WITH #5 REBAR BENTS- FILL ALL CELLS WITH CONCRETE ALTERNATE CMU DIRECTION EVERY OTHER COURSE SAFETY PROTECTION ON VERTICAL REBAR UNTIL BLOCK WORK BEGINS (4) #5 REBAR DOWELS- 25"OVERLAP ON ALL SPLICES TIE ALL REBAR CONNECTIONS WITH METAL TIES FINISH GRADE ADJUST COVER OVER FOOTING TO MINIMIZE CUT BLOCK COURSES Dj T COVER I N E B OVER FOOTING To LOCK COURSES M IM'Z CUT F POUR HOLD REBAR 3" FROM EDGE OF POUR COMPACTED SUBGRADE 3000 PSI POURED CONCRETE FOOTING 3�-O" X 3-0`X 1 '-0" REINFORCE WITH (3) #5 REBARS EACH WAY TOP AND BOTTOM TYPICAL SIGN COLUMN SECTION 2" PRE -CAST CONCRETE WALL CAP - PROVIDE MIN. 1 %SLOPED TOP MATCH/ COORDINATE PROFILE AND COLOR WITH COLUMN CAP #5 VERTICAL REBAR IN FILLED CELL, SEE FOOTING DETAIL FOR LOCATION - 25" OVERLAP ON ALL SPLICES 2" CAP WITH 1 1/2" OVERHANG FAUX STACKED STONE VENEER - CULTURED STONE PRO -FIT LEDGESTONE COLOR:'MOJAVE' TIE ALL REBAR CONNECTIONS WITH METAL TIES 1 j!-7 �F 1 3'-0' SIGN WALL SECTION #5 REBAR CONTINUOUS, INFILL KNOCK -OUT BLOCK WITH CONCRETE 8" X 8" X 16" CMU WALL —PROVIDE #1 GUAGE HORIZONTAL RENINFORCING AT 24" O.C. VERTICALLY (EVERY THIRD COURSE) ADJUST COVER OVER FOOTING FOR GRADE CHANGES FINISH GRADE (3) #5 HORIZONTAL REBAR CONTINUOUS, HOLD REBAR 3" OFF BOTTOM AND EDGE OF POUR #5 TRANSVERSE REBAR AT 24" O.C.- HOLD 3" OFF BOTTOM AND EDGE OF POUR 3000 PSI POURED CONCRETE FOOTING- CONTINUOUS COMPACT SUBGRADE AT ALL FOOTING LOCATIONS 8" x 8" POST VERTICAL REINFORCEMENT BARS (TYPICAL) (MAXIMUM 24" O.C. r- 8" x 8" POST CMU BLOCKS FOR SIGN WALL 4A A 4 4 A 41 3'-0" . A A 4,A 4 �A A Al 4 �4. A. A. 4 15-6" SIGN BASE FOOTING _001min Ulm! Elul w 0001 SECTION THROUGH SIGN BASE NOTES: 1. WILLIAM G. REIDY IS SIGNING AND SEALING FOR STRUCTURAL ENGINEEERING ONLY 2. DESIGN CRITERIA BASED ON 2020 FLORIDA BUILDING CODE 7th EDITION & ASCE 7-16. DESIGN WIND SPEED: 140 MPH EXPOSURE "C" WIND PRESSURE: 36.3 PSF WILLIAM G. REIDY, P.E. REG. NO- 3_5605 PROFESSIONAL ENGINEER vp 0 0 0 < "I m p Fn E 0 Z .0 0 "D LL m LO m 04 0 M Z < 0 C) M cq 0) c L: U) 0) c,) E U m = ce -t Z < LU (n -*j C) (n 0 -2 a z -0 00 r " 5 C-4 c; C) C14 cq P.� < 'M 0 < z Z w-j Z C) 0 r—L Knol what'sbelow. all before you dig. R-�-REIVISIONS- I I 1. 3/12/21 CITY REVIEW COMMENTS 2-4/19/21 CITY REVIEW COMMENTS 3-8/2/21 HARDSCAPE PLANS ADDED 4.11/26/21 STRUCTURAL ENGINEEERING MODIFICATIONS DRAWN BY: JAZ : 11 20 20009 HARDSCAPE DETAILS fi S 15