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2205 W Seminole Blvd 17-1580 New construction Clubhouse
�s 4 /i5A1W1ar-- /f- PA !0. 11 u shall k x 4"e 51,9 Ine%S /11 n1k, RI(Yw� a7Y/C �ji'� lYry01'4Rt A41 Zy__A4 7y11 k � ��, -AD W� , SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR - PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TOPROCEED D WITHWORK ANDNOT AS AUTH ORITY TO VIOLT E CA ATE, NCEL, E L, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER AF T E R IRI RE U Q NG A fF CORRECTION CTI ON OF ERRORS Rs ON THE PLANS CONSTRUCTION OR 4THER- -: VIOLATIONS O NS OF THE CODE. E. - - - ,.. r - lan h7*2018 y Fire Dept. lF •Hill i'■ ■ SANFORD FL f - - - � *��.� f � j�/ �f w * ✓ff�is.:if it , '.� � � i _ - �, , j 1 G l' WE - r - - OWNER GENERAL CONTRACTOR ARCHITECT CIVIL LANDSCAPE STRUCTURAL ENGINEER THE SPANOS CORPORATION THE SPANOS CORPORATION KEPHART CPH CORP. CPH CORP. ADVANCED STRUCTURAL DESIGN HARDY GILLESPIE HARDY GILLESPIE PAUL CAMPBELL IRENE BOYLES JAMES WINTER JOHN BAILES 2701 ROCKY POINT SUITE 100 2701 ROCKY POINT SUITE 100 2555 WALNUT ST. 500 WEST FULTON ST. 500 WEST FULTON ST. 1035 SOUTH SEMORAN BLVD., #1019 TAMPA, FLORIDA 33607 TAMPA, FLORIDA 33607 DENVER, CO 80205 SANFORD, FL 32771 SANFORD, FL 32771 WINTER PARK, FL 32792 813.288.0008 813.288.0008 1 303.832.4474 407.322.6841 407.322.6841 407.677.5836 CLUBHOUSE GENERAL NOTES CONTRACTOR TO VERIFY EXISTING CONDITIONS ON SITE PRIOR TO CONSTRUCTION. DIMENSIONS TO TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. ALL DIMENSIONS GIVEN TO FACE OF STUDS. 3 1/2" UNLESS OTHERWISE INDICATED ON PLANS. ALL WORK TO BE PERFORMED IN COMPLIANCE WITH ALL STATE AND LOCAL CODES. SECURE ALL REQUIRED PERMITS AND APPROVALS PRIOR TO ANY CONSTRUCTION. INFORMATION REGARDING EACH CONSTRUCTION TRADE MAY BE LOCATED ON ANY SHEET IN THIS SET_ OF DRAWINGS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO MAKE SURE THAT EACH OF THE SUBCONTRACTORS HAS A COMPLETE SET OF DRAWINGS TO REVIEW, BID AND CONSTRUCT FROM INSULATE PER THE ENERGY CALCULATION DOCUMENTATION, RE: SHEET ACO-1.2 OWNER REPRESENTATIVES AND OWNER'S CONSULTANTS WILL CONDUCT SITE INSPECTIONS INCLUDING BUT NOT LIMITED TO BUILDING ENVELOPE AND WATERPROOFING, 3RD PARTY ARCHITECTURAL INSPECTIONS, ACCESSIBILITY INSPECTIONS AND OWNER ORIGINATED QUALITY ASSURANCE INSPECTIONS THROUGHOUT CONSTRUCTION ON THE PROJECT. CONTRACTOR SHALL RESPOND IN WRITING TO EACH INSPECTION REPORT. OWNER'S REPRESENTATIVES WILL INSPECT EACH PHASE OF CONSTRUCTION WHEN CONTRACTOR NOTIFIES OWNER OF COMPLETION. ANY ITEMS NOTED ON OWNER REPRESENTATIVE INSPECTIONS SHALL BE COMPLETED BY CONTRACTOR PRIOR TO THE WORK IN THAT PHASE BEING ACCEPTED AS COMPLETED BY THE OWNER. ONCE ITEMS ARE COMPLETE TO OWNER REPRESENTATIVE'S SATISFACTION A CERTIFICATE OF ACCEPTANCE WILL BE ISSUED TO CONTRACTOR STATING THAT THE PHASE OF CONSTRUCTION IS DEEMED COMPLETED BY THE OWNER. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB -CONTRACTOR, ERECTOR, FABRICATOR, OR MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS OR HER ACCEPTANCE OF ALL INFORMATION SHEWN HEREIN AS CORRECT, AND OBLIGATES HIM OR HERSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. MEP: PROVIDE COMBUSTION AIR TO WATER HEATER PER LOCAL CODES. CONTRACTOR SHALL COORDINATE AND VERIFY ALL PLUMBING ROUGH -IN LOCATIONS. LOCATION OF METERS, UTILITIES AND MAJOR APPLIANCES (I.E. HVAC EQUIPMENT ETC.) ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY FINAL LOCATIONS WITH ARCHITECT / ENGINEER PRIOR TO INSTALLATION. EXTERIOR: PROVIDE GUTTERS AND DOWNSPOUTS w/ EXTENDERS (OR TO UNDERDRAIN SYSTEM, RE: CIVIL). CONTRACTOR TO FIELD VERIFY LOCATION OF DOWNSPOUTS WITH ARCHITECT PRIOR TO INSTALLATION. WOOD LESS THAN 8" ABOVE GRADE OR IN CONTACT WITH CONCRETE SHALL BE TREATED OR WOOD OF NATURAL RESISTANCE TO DECAY PER FBC 2014, SECTION 2304.11. ROOF UNDERLAYMENT SHALL BE INSTALLED IN ACCORDANCE WITH FBC SECTION 1507 OR LOCAL MUNICIPAL REQUIREMENTS, WHICHEVER IS MORE STRINGENT. FOUNDATION: ALL FOUNDATION WALLS SUBJECT TO DRAINAGE DETAILS. SEE GEOTECHNICAL REPORT. SHOULD BUILDING CONDITIONS OR SITE CONDITIONS NOT MATCH THE FINAL SOILS REPORT, CONTACT THE ARCHITECT. SLOPE ALL CONCRETE AWAY FROM EXTERIOR WALLS. MAXIMUM SLOPE OF LANDINGS AT ALL THE EXTERIOR DOORS SHALL NOT EXCEED 1/4" PER FOOT. THE LANDINGS SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 INCHES PER FBC 2014, SECTION 1008.1.6. FRAMING / TRUSSES: SANE-Q PI RIJ! LD'`i 11/iS10N A PERMIT ISSUE: :-SHA T8E CONSTRUED TO SE A LICENSE TO PROCEED � � + H YI''- WORK AND NOT AS AUTHORITY TO VIOLA T E, CANCEL, AL T ER OR SET ASIDE Ic TH - `r-CHNIIC L ^ICE ANY OF THE PROVi,.,I+DttiS CF , ..E , _.,, .. - �.A CODES, NOR SHALLAFL ISSUANCE OF A PERMIT PREVENIT THE BUILiI`!G OFFCIAi cR7J THEREAFTER tRF Ac- ER REQUITING A CORRECTION ,JF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE * f, f f� , { MECHANICAL/ELECTRICAL/PLUMBING INTERIORS LOW VOLTAGE SOILS ENERGY CONSULTANT SHEETINDEX C14 co ~ W W W LU W _ U) U) U) SHEET NAME U) U) CO MIGRE ENGINEERING FORUM ARCHITECTURE & INTERIOR DESIGN, INC. MIGRE ENGINEERING BTL ENGINEERING SERVICES, INC. US-ECO LOGIC TOSIN ASHEBU MARILYN RUSSELL MICHAEL DODANE MOHAMMED A. HAI, P.E. ALAN HAMBLIN 1200 WEST S.R. 434, #301 237 S WESTMONTE DR., #220 1200 WEST S.R. 434, #301 5802 N OCCIDENT STREET 1373 FOREST PARK CR. # 201 LONGWOOD, FL 32750 ALTAMONTE SPRINGS, FL 32714 LONGWOOD, FL 32750 P.O. BOX 15718 LAFAYETTE, CO 80026 407.636.7999 407.830.1400 407.636.7999 TAMPA, FL 33684 540.239.2655 813.884.0755 FLOOR & ROOF TRUSS LAYOUT INDICATED IS FOR REFERENCE ONLY. COMPONENT SUPPLIER/FABRICATOR SHALL BE RESPONSIBLE FOR FINAL ENGINEERING. PROVIDE TRUSS AND FLOOR JOIST BLOCKING PER FBC 2014. FRAMING CONTRACTOR SHALL PROVIDE BLOCKING FOR ALL CABINETS, CLG. FANS, AND BATH ACCESSORIES INCLUDING BLOCKING AT ALL GRAB BAR LOCATIONS. REFER TO PLANS FOR BLOCKING LOCATIONS AND FOR DIMENSIONS. STAIRS: STAIRS AND LANDING PER FBC 2014, SECTION 1009. THE STAIR RISERS SHALL NOT BE LESS THAN 4 INCHES NOR MORE THAN 7 INCHES. THE LARGEST TREAD OR RISER WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST (TREAD OR RISER) BY MORE THAN 3/8", PER FBC 2014, SEC. 1009.7 THE TOPS OF HANDRAILS SHOULD BE PLACED NOT LESS THAN 34 INCHES NOR MORE THAN 38 INCHES ABOVE THE NOSING OF TREADS. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEAST ONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE TERMINATIONS OR BENDS; PER FBC 2014, SEC. 1012. CONTRACTOR TO COORDINATE FLOOR OPENINGS AND STAIR CONSTRUCTION WITH SUB -CONTRACTOR AND ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. FIELD VERIFY ALL DIMENSIONS. DOORS / WINDOWS / GLAZING: ALL WINDOWS TO BE WEATHERSTRIPPED AND DOUBLE GLAZED. ATRIUM AND SLIDING GLASS DOORS TO BE TEMPERED GLASS PER FBC 2014, SEC. 2406. CONTRACTOR TO VERIFY ALL ROUGH OPENING DIMENSIONS OF DOOR AND WINDOW UNITS WITH MANUFACTURER BEFORE FRAMING. CONTRACTOR TO PROVIDE R.O. AS REQUIRED TO ACCOMMODATE LOCATIONS OF WINDOWS AS DIMENSIONED ON DRAWINGS. PROVIDE SAFETY GLAZING AT ALL HAZARDOUS LOCATIONS AS LISTED PER FBC 2014, SEC. 2406.4. THIS - INCLUDES, BUT IS NOT LIMITED TO GLAZING IN ATRIUM AND SLIDING GLASS DOORS, GLAZING LOCATED WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF A DOOR, GLAZING IN RAILINGS AND IN WALL ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE IS LESS THAN 60" ABOVE A WALKING SURFACE. SEE CODE SECTION FOR FULL LISTING AND REQUIREMENTS. ALL EXTERIOR DOORS LEADING TO UNCONDITIONED AREAS ABOVE GRADE TO BE WEATHERSTRIPPED. EXTERIOR OPENINGS AND THROUGH WALL PENETRATIONS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. EXIT DOOR HARDWARE SHALL COMPLY WITH FBC 2014. ALL EXIT DOORS TO MEET THE REQUIREMENTS OF THE FECC 2014 - FENESTRATION REQUIREMENTS. PROVIDE A MINIMUM 20"x3O" ATTIC ACCESS PANEL PER FBC 2014, SEC. 1209.2. REFER TO PLANS FOR LOCATIONS. ALL DOORS TO HAVE 4" JAMB OR CENTERED ON WALL. U.N.O. GWB, SEPARATIONS AND FIRE BLOCKING: ALL GWB TO BE INSTALLED PER FBC 2014. AT SLAB/FOUNDATION, ALL INTERIOR GWB TO BE HELD OFF CONCRETE BY 1/411. PROVIDE ATTIC VENTILATION PER FBC 2014, SEC. 1203.2. PROVIDE FIRE BLOCKING BETWEEN FLOORS AND AT ALL LOCATIONS REQUIRING FIRE BLOCKING PER FBC 2014, SEC. 718. GWB, SEPARATIONS AND FIRE BLOCKING (CONTINUED): PENETRATIONS THROUGH RATED FLOOR-CLG. ASSEMBLY REQUIRE PROTECTION BY MEANS OF PROPER MATERIALS AND SEALS. PROVIDE FIRE DAMPERS OR APPROVED EQUIV. AT HVAC OUTLET WITHIN FLOOR- CLG ASSEMBLY. PROVIDE PRE -ROCK AT ALL RECESSED: LIGHTING. FIRESTOP ALL PENETRATIONS IN THE FIRE -RATED ASSEMBLIES INCLUDING (BUT NOT EXCLUSIVELY) FLUES, PLUMBING AND VENT LINES w/ APPROVED MATERIAL. ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF THE RATED WALL SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24". ALL PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES SHALL BE PROTECTED BY MATERIALS AND INSTALLATION DETAILS THAT CONFORM TO UL LISTINGS FOR THROUGH PENETRATION FIRE STOP SYSTEMS. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FURNISHED BY THE MANUFACTURER OF THE FIRE STOP MATERIAL WHICH SHOW COMPLETE CONFORMANCE TO THE UL LISTING. SHOP DRAWINGS TO BE SUBMITTED TO THE ARCHITECT AND SHALL BE AVAILABLE TO THE CITY INSPECTORS. THE DRAWINGS SHALL BE SPECIFIC FOR EACH PENETRATION, WITH ALL VARIABLES DEFINED. GWB, SEPARATIONS AND FIRE BLOCKING (CONTINUED): PROVIDE FIRE BLOCKING AND DRAFTSTOPS, WHERE APPLICABLE, TO ALL CONCEALED SPACES AT WALLS, STAIR STRINGERS, FLOOR & CEILING OPENINGS AND SOFFITS PER FBC 2014, CHAPTER 7. DRAFTSTOPS TO BE CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING, TO FACE OF EXTERIOR WALLS AND OVERHANGS WHERE APPLICABLE. THE INTERIOR WALLS AND CEILING FINISHES SHALL BE FINISH TESTED BY AN APPROVED TESTING AGENCY AND COMPLY WITH FBC 2014, SECT. 803 AND TABLE 803.9. DRAFT STOPS SHALL COMPLY WITH FBC 2014, SECTIONS 718.3.3 AND 718.4.3. • DRAFTSTOPPING FOR CLUBHOUSE BUILDING IS NOT REQUIRED IN FLOOR/CEILING SPACES PER FBC 2012, SECTION 718.3.3. EXCEPTION • DRAFTSTOPPING IS NOT REQUIRED IN CLUBHOUSE BUILDING ATTICS PER FBC 2014, SECTION 718.4.3. EXCEPTION. FIRE DAMPERS & FIRE SAFETY: AN APPROVED FIRE ALARM SYSTEM SHALL BE INSTALLED IN CONFORMANCE WITH FBC 2014, SEC. 907.2.1. ALARM SYSTEM DRAWINGS NEED TO BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL. MANUAL FIRE ALARM BOXES ARE NOT REQUIRED PER FBC SECTION 907.2.1 EXCEPTION. AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING, AND FIRE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. FIRE DAMPERS COMPLYING WITH THE APPROVED RECOGNIZED STANDARDS SHALL BE INSTALLED AND BE ACCESSIBLE FOR INSPECTION AND SERVICING IN THE LOCATIONS SET FORTH IN FBC 2014, SEC. 717.5. NOT LESS THAN CLASS II, 250°F SMOKE DAMPERS COMPLYING WITH APPROVED RECOGNIZED STANDARDS SHALL BE INSTALLED PER FBC 2014, SEC. 717.3.2.; RE: MECHANICAL. VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER - FLOW SWITCHES SHALL BE ELECTRONICALLY MONITORED BY A LISTED FIRE ALARM CONTROL UNIT, PER FBC 2014, SEC. 903.4. AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED IN ACCORDANCE WITH FBC 2014, SEC. 903.4.2. EGRESS & SIGNAGE: EGRESS DOOR HARDWARE SHALL COMPLY WITH FBC 2014. EXIT SIGNS SHALL BE PROVIDED AT THE PATH OF TRAVEL TO AND WITHIN EXITS IN A BUILDING. THEY SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET OR THE LISTED VIEWING DISTANCE WHICHEVER IS LESS FROM THE NEAREST VISIBLE EXIT SIGN, PER FBC 2014, SEC. 1011. ADDRESS IDENTIFICATION MUST BE INSTALLED PER FBC 2012, SEC. 501.2 AND FFPC 2014, SEC. 505; CONTRASTING 4" NUMBERS AND LETTERS WITH A 0.5" STROKE. ARCHITECTURAL ACO-0.0 COVER SHEET, GENERAL NOTES & SHEET INDEX ACO-1.0 CODE ANALYSIS ACO-1.1 EGRESS EXHIBIT ACO-1.2 COM CHECK - CLUBHOUSE ACO-2.0 ADA ACCESSIBILITY DETAILS ACO-2.1 ADA ACCESSIBILITY DETAILS ACO-3.0 FIRE -RATED ASSEMBLIES AC1-1.0 SITE PLAN AC2-1.0 SLAB PLAN AC2-1.1 1ST FLOOR PLAN AC2-1.2 2ND FLOOR PLAN AC2-1.3 ROOF PLAN AC2-1.4 1ST FLOOR REFLECTED CEILING PLAN AC2-1.5 2ND FLOOR REFLECTED CEILING PLAN AC3-1.0 EXTERIOR ELEVATIONS AC3-1.1 EXTERIOR ELEVATIONS AC4-1.0 BUILDING SECTIONS AC4-1.1 BUILDING SECTIONS AC5-1.0 ENLARGED PLANS & ELEVATIONS AC5-1.1 ENLARGED PLANS & ELEVATIONS AC6-1.0 WALL SECTIONS AC6-1.1 WALL SECTIONS AC6-1.2 WALL SECTIONS AC6-1.3 WALL SECTIONS AC6-1.4 WALL SECTIONS AC6-1.5 WALL SECTIONS AC7-1.0 WALL FLASHING DETAILS AC7-2.0 FOUNDATION DETAILS AC7-2.1 EXTERIOR WALL DETAILS AC7-3.0 ROOF DETAILS AC7-3.1 ROOF DETAILS AC7-4.0 WINDOW FLASHING PROCEDURE AC7-4.1 WINDOW DETAILS AC7-6.0 DOOR FLASHING PROCEDURE AC7-6.1 DOOR DETAILS AC7-7.0/ DECK DETAILS AC8-1.0 STAIR PLANS & SECTIONS AC8-1.1 STAIR DETAILS AC8-2.0 ELEVATOR SECTIONS & DETAILS AC9-1.0 DOOR/WINDOW/STOREFRONT SCHEDULES STRUCTURAL SC1-0.1 STRUCTURAL GENERAL NOTES SC1-0.2 STRUCTURAL GENERAL NOTES SC1-0.3 GENERAL NOTES & WIND DIAGRAMS SC1-0.4 SHEARWALL SCHEDULE/DETAILS SC1-0.5 SCHEDULES & DETAILS SC1-1.1 CLUBHOUSE - FOUNDATION PLAN SC1-1.2 CLUBHOUSE -2ND FLOOR FRAMING PLAN SC1-1.3 CLUBHOUSE - ROOF FRAMING PLAN SC3-1.1 SECTIONS & DETAILS SC3-1.2 SECTIONS & DETAILS SC3-1.3 SECTIONS & DETAILS SC3-2.1 SECTIONS & DETAILS SC3-3.1 SECTIONS & DETAILS SC3-3.2 SECTIONS & DETAILS PLUMBING PC.06 CLUBHOUSE FIRST FLOOR PLUMBING PLAN PC.08 PLUMBING SCHEDULES AND DETAILS PC.09 PLUMBING SCHEDULES AND DETAILS PC.10 PLUMBING SCHEDULES AND DETAILS MECHANICAL HC.06 CLUBHOUSE FIRST FLOOR HVAC PLAN HC.07 CLUBHOUSE SECOND FLOOR HVAC PLAN HC.08 HVAC SCHEDULES AND DETAILS HC.09 HVAC SCHEDULES AND DETAILS ELECTRICAL EC.06L ICLUBHOUSE FIRST FLOOR LIGHTING PLAN EC.06P CLUBHOUSE FIRST FLOOR POWER PLAN EC.07L CLUBHOUSE SECOND FLOOR LIGHTING PLAN EC.07P CLUBHOUSE SECOND FLOOR POWER PLAN EC.08 ELECTRICAL SCHEDULES AND DETAILS EC.09 I ELECTRICAL SCHEDULES AND DETAILS OFFICE ,LLD PERMIT SANFORD O�OARTh���� INTERIOR SPACES: ALL OCCUPIABLE INTERIOR SPACES SHALL HAVE BASE BOARD TRIM AT ALL FLOORS UNLESS NOTED OTHERWISE. CABINET LAYOUTS ARE CONCEPTUAL. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR FINAL CONFIGURATION FOR APPROVAL BY OWNER AND ARCHITECT. ELECTRICAL AND PLUMBING TRADES TO COORDINATE WITH FINAL APPROVED LAYOUTS. INTERIOR FINISHES SHALL COMPLY ENTIRELY WITH THE REQUIREMENTS OF 2014 FBC CHAPTER 8. ACCESSIBILITY: REFER TO ACCESSIBILITY DETAILS FOR GRAB BAR BACKING AS PER FEDERAL, STATE AND LOCAL CODES. REFER TO ACCESSIBILITY SHEET FOR MAXIMUM THRESHOLD HEIGHTS PER FEDERAL, STATE AND LOCAL CODES. SPECIAL INSPECTION REPORTS ALL SPECIAL INSPECTION REPORTS SHALL BE SUBMITTED TO THE CITY INSPECTOR. KE P HART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com F--ti W O U U, O O � (h i f i a V i LL e OF, F�oR VAN �cc,�-y 49 11� l No. Date Issue 03.03.2017 PERMIT SET C 1 c f f Project Architect DV y Project Designer DV/JG o Date 2017.02.24 a C C Job Number 216032 Drawn By CH ` Checked By JG Title COVER SHEET, GENERAL NOTES & SHEET INDEX I Sheet Number f OMOM0 ( J J CODE ANALYSIS Aaalicable Codes - Clubhouse Buildin 2014 FLORIDA BUILDING CODE (FBC 2014) 2014 FLORIDA MECHANICAL CODE (FMC 2014) 2014 FLORIDA PLUMBING CODE (FPC 2014) 2014 FLORIDA FUEL GAS CODE (FFGC 2014) 2014 FLORIDA FIRE PREVENTION CODE (FFPC 2014) 2014 FLORIDA ENERGY CONSERVATION CODE (FECC 2014) 2014 FLORIDA ACCESSIBILITY CODE (FAC 2014) 2011 NATIONAL ELECTRIC CODE (NEC 2011) CITY OF SANFORD, FL AMENDMENTS Project Description THE PROPOSED PROJECT INCLUDES A DETACHED, COMMON -USE AMENITY BUILDING. THE PROJECT ALSO INCLUDES (5) 4-STORY DWELLING UNIT BUILDINGS. EACH BUILDING IS A 56- UNIT BUILDING FOR A PROPOSED TOTAL OF 280 UNITS, SUBMITTED UNDER A SEPARATE PERMIT. THE FOLLOWING DRAWINGS PERTAIN TO THE COMMON -USE AMENITY BUILDING. Use & Occupancy Classification - Chapter 3 OCCUPANCY CLASSIFICATION: A-3 PER SECTION 303.1; B PER SECTION 304.1 Types of Construction - Chapter 6 CONSTRUCTION CLASSIFICATION: V-B PER SECTION 602.5 FIRE -RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS PER TABLE 601 TYPE V BUILDING ELEMENT B Structural frame° U Bearing walls ExteriorF 0 Interior 0 Nonbearing walls and partitions Exterior Nonhearing walls and partitions 0 Interior' Floor construction 0 Including supporting beams and joists Roof construction 0 Including supporting beams and joists FIRE -RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE PER TABLE 602 TABLE 602 General Building Heights & Areas - Chapter 5 ALLOWABLE BUILDING HEIGHT (TABLE 503) AND HEIGHT INCREASE (SECTION 504.2) BUILDING HEIGHT ALLOWABLE INCREASE PER 504.2 ACTUAL HEIGHT STORIES 40'4" 1 STORIES + 20'-0" = 60'-0" +1 = 2 STORIES 31'- 4" 2 STORIES BUILDING FLOOR AREAS NON -SEPARATED OCCUPANCY PER SECT. 508.3. USE THE MOST RESTRICTIVE AREA TABULATION FROM TABLE 503 CLUBHOUSE FLOOR AREA ALLOWABLE ACTUAL FIRST FLOOR 6,000 SF 4,399 SF SECOND FLOOR 6,000 SF 1,251 SF TOTAL BUILDING 12,000 SF 5,650 SF Fire -Resistance -Rated Construction - Chapter 7 EXTERIOR WALLS REQUIRED PER TABLE 601 REQUIRED = 0 HR PROVIDED = N/A INTERIOR BEARING WALLS REQUIRED PER TABLE 601 REQUIRED = 0 HR PROVIDED = N/A SHAFT WALLS REQUIRED PER FBC SECTION 713 REQUIRED = 1 HR PROVIDED = 1 HR ELEVATOR MACHINE ROOMS REQUIRED PER FBC 3006.4 REQUIRED = 1 HR PROVIDED = 1 HR GENERAL FIRE -RESISTANCE -RATED CONSTRUCTION REQUIREMENTS FIREBLOCKING SHALL BE PROVIDED TO COMPLY WITH SECTION 718.2 • CONCEALED SPACES OF STUD WALLS AND PARTITIONS- VERTICALLY AT CEILING AND FLOOR LEVELS; HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. • INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES • CONCEALED SPACES BETWEEN STRINGERS AT THE TOP AND BOTTOM OF RUN • OPENINGS AT VENTS, PIPES AND DUCTS • CONCEALED SLEEPER SPACES • CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS DRAFT STOPS SHALL BE PROVIDED TO COMPLY WITH SECTION 718.3.2 AND 718.4.2 • DRAFTSTOPPING NOT REQUIRED IN CLUBHOUSE BUILDING FLOOR/CEILING SPACES PER FBC 2014 SECTION 718.3.3 EXCEPTION 1. • DRAFTSTOPPING NOT REQUIRED IN CLUBHOUSE BUILDING ATTIC PER FBC 2014 - SECTION 718.4.3, EXCEPTION 1 Fire Protective Systems - Chapter 9 AUTOMATIC SPRINKLER SYSTEMS PER SECTION 903 • FIRE SPRINKLERS REQUIRED PER SECTION 903.2.1.3, ITEM 3 • SPRINKLER SYSTEM TO BE PROVIDED SHALL MEET NFPA 13 PER SECTION 903.3.1.1 FIRE ALARM AND DETECTION SYSTEMS PER SECTION 907 • MANUAL FIRE ALARM NOT REQUIRED PER FBC SECTION 907.2.1 EXCEPTION 1 • SINGLE- OR MULTIPLE -STATION SMOKE ALARMS NOT REQUIRED PER SECTION 907.2.11 • VISIBLE ALARM NOTIFICATION APPLIANCES REQUIRED PER SECTION 907.5.2.3 GENERAL FIRE PROTECTION REQUIREMENTS • AUTOMATIC SPRINKLER SYSTEM PLANS SHALL BE SUBMITTED TO DETERMINE COMPLIANCE WITH APPLICABLE BUILDING, PLUMBING, AND FIRE CODES TO THE FIRE DEPARTMENT FOR REVIEW AND APPROVAL. • FIRE ALARM DRAWINGS SHALL BE SUBMITTED TO FIRE DEPARTMENT FOR REVIEW AND APPROVAL. • VALVES FOR CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS AND WATER - FLOW SWITCHES SHALL BE ELECTRONICALLY MONITORED BY A LISTED FIRE ALARM CONTROL UNIT PER FBC 2014 SEC. 903.4 • AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED IN ACCORDANCE WITH FBC 2014 SEC. 903.4.2. • STANDPIPES ARE NOT REQUIRED PER FBC SEC. 905.3.1 - THE FLOOR OF THE HIGHEST STORY IS NOT MORE THAN 30 FEET ABOVE FIRE DEPARTMENT VEHICLE ACCESS. • PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE WITH FBC 2014 SEC. 906 Interior Environment - Chapter 12 ATTIC VENTILATION PER SECTION 1203.2 • THE MINIMUM REQUIRED NET FREE VENTILATION SHALL BE 1/300 OF THE AREA OF THE SPACE VENTILATED PROVIDED THAT NOT LESS THAN 50 PERCENT AND NOT MORE THAN 80 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. Plumbing Systems - Chapter 29 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES - TABLE 2902.1 A3 - ASSEMBLY CLOSESTS RESEMBLES OCCUPANT USE TOTAL OCCUPANTS = 178 1/2 MALE = 89 1/2 FEMALE = 89 WATER CLOSETS 89 MALE / 125 = 1 - (URINAL MAY BE SUBSTITUDED FOR 67% OF REQUIREMENT PER 419.2) 89 FEMALE 165 = 2 LAVA TOR/ES 89 MALE 1200 = 1 89 FEMALE 1200 = 1 1 DRINKING FOUNTAIN REQUIRED 1 SERVICE SINK REQUIRED Means of Egress - Chapter 10 REFER TO SHEETACO-1.1 FOR EGRESS EXHIBITS DESIGN OCCUPANT LOAD PER TABLE 1004.1.2 FUNCTION OF SPACE: ASSEMBLY BUSINESS EXERCISE MECH. FLOOR AREA PER OCCUPANT: 15 SF NET 100 SF GROSS 50 SF GROSS 300 SF GROSS TOTAL OCCUPANTS: 177 OCC. NUMBER OF EXITS AND CONTINUITY PER SECTION 1021 CEILING HEIGHT PER FBC 2014 SECTION 1003.2 90" MINIMUM GUARDS PER SECTION 1013 WHERE REQUIRED: ALONG OPEN -SIDED WALKING SURFACES, STAIRWAYS, RAMPS, AND LANDINGS THAT ARE LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW PER SECTION 1013.2. HEIGHT: NOT LESS THAN 42" AS MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR ADJACENT WALKING SURFACE PER SECTION 1013.3. OPENING LIMITATIONS: OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34". FROM A HEIGHT OF 34" TO 42" ABOVE THE ADJACENT WALKING SURFACES, A SPHERE 8" IN DIAMETER SHALL NOT PASS PER SECTION 1013.4. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM RAIL AT THE OPEN SIDE OF A STAIRWAY SHALL BE OF A MAXIMUM SIZE SUCH THAT A SPHERE OF 6" IN DIAMETER CANNOT PASS THROUGH THE OPENING PER SECTION 1013.4, EXCEPTION 2. Accessibility - Chapter 11 ACCESSIBILITY - PER 2014 FLORIDA ACCESSIBILITY CODE (FAC) ACCESSIBLE ROUTE PER SECTION 206 SEE CIVIL DOCUMENTS PREPARED BY CPH CORP, CIVIL ENGINEERS ACCESSIBLE DOORS PER SECTION 206.4 PUBLIC ENTRANCES: AT LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL BE ACCESSIBLE PER SECTION 206.4.1 AND COMPLY WITH 216.6 OTHER FEATURES AND FACILITIES PER FAC CHAPTER 2 • TOILET AND BATHING FACILITIES: TOILET ROOMS AND BATHING FACILITIES SHALL BE ACCESSIBLE AT LEAST ONE OF EACH TYPE OF FIXTURE, ELEMENT, CONTROL OR DISPENSER IN EACH ACCESSIBLE TOILET ROOM AND BATHING FACILITY SHALL BE ACCESSIBLE PER SECTION 213.2 & 603 • SINKS: WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE OF EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM SHALL COMPLY WITH FAC SECTION 212.3 & 606 • KITCHENS AND KITCHENETTES: WHERE KITCHENS AND KITCHENETTES ARE PROVIDED, THEY SHALL BE ACCESSIBLE IN ACCORDANCE WITH FAC SECTION 212.2 & 804 • DRINKING FOUNTAINS: WHERE PROVIDED, NO LESS THAN 2 DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.1 THROUGH 602.6 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 602.7 PER FAC SECTION 211.2 • DINING AND WORK SURFACES: WHERE WORK SURFACE SPACES ARE PROVIDED FOR USE OTHER THAN EMPLOYEES, AT LEAST 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES, SHALL BE ACCESSIBLE PER FAC SECTION 226.1 & 902 • CONTROLS. OPERATING MECHANISMS AND HARDWARE: CONTROLS, OPERATING MECHANISMS AND HARDWARE, INTENDED FOR OPERATION BY THE OCCUPANT, INCLUDING SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE PER FAC SECTION 205 & 309 SIGNAGE PER SECTION 216 • SIGNS: REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE LOCATIONS LISTED IN SECTION 1110.1 - 2003 IBC • DIRECTIONAL SIGNAGE PER 216.4.3: DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND BE PROVIDED AT THE LOCATIONS LISTED IN SECTION 1110.2 - 2003 IBC • OTHER SIGNS: SIGNAGE INDICATING SPECIAL ACCESSIBILITY PROVISIONS SHALL BE PROVIDED IN EACH DOOR TO AN EGRESS STAIRWAY, EXIT PASSAGEWAY AND EXIT DISCHARGE IN ACCORDANCE WITH SECTION 1011.3 PER SECTION 1110.3 - 2003 IBC GENERAL ACCESSIBILITY NOTES THE DETAILS AND NOTES PROVIDED ON THE ACCESSIBILITY SHEETS REPRESENT ONLY A PORTION OF THE REQUIREMENTS SET FORTH BY FEDERAL LAW, STATE LAW, CITY AND COUNTY LAW AND THE BUILDING CODE FOR ACCESSIBILITY REQUIREMENTS. CONTRACTORS MUST REVIEW ALL ACCESSIBILITY REQUIREMENTS AS PRESENTED IN THESE CONSTRUCTION DOCUMENTS AND THE REFERENCES HERE IN PRIOR TO STARTING ANY CONSTRUCTION. 2014 FLORIDA BUILDING CODES AND FLORIDA ACCESSIBILITY CODE MAY BE OBTAINED BY CALLING THE INTERNATIONAL CODE COUNCIL AT 1-888-422-7233, OR WRITE TO ICBO AT 900 MONTCLAIR ROAD, BIRMINGHAM, AL 35213. FOR A COPY OF THE FEDERAL FAIR HOUSING GUIDELINES, CONTACT THE U.S. DEPT. OF HOUSING AND URBAN DEVELOPMENT. PHONE NUMBERS AND ADDRESSES MAY BE SUBJECT TO CHANGE. FOR SITE ACCESSIBILITY REQUIREMENTS AND ALL SITE ACCESSIBILITY DETAILING, REFER TO CIVIL ENGINEERING DOCUMENTS PREPARED BY CPH CORP, CIVIL ENGINEERS. THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN IS EMPLOYED AS "SAFE HARBOR" FOR THE PUBLIC AREAS OF THIS PROJECT. COMMON AMENITY AREAS: ANSI A117.1-2003 & FHADM 1998 PUBLIC SPACES: 2010 ADA STANDARDS FLORIDA BUILDING CODE FIFTH EDITION (2014) ACCESSIBILITY I� 11 , KEPHART community ® planning n architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com H O U O O V OF Ft 0 .• �, vAnr 849 �. TF'9EC} .R�G� No. Date Issue 03.03.2017 PERMIT SET 1 07.21.2017 100% CD Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title CODE ANALYSIS Sheet Number ti O N O 0 0 U SECOND FLOOR PLAN OCCUPANCY EXHIBIT 1 /16" = V-0" FIRST FLOOR OCCUPANCY EXHIBIT STAIRWAY 39 OCCUPANTS 7.8" EGRESS WIDTH REQUIRED 39 G CYBER LOUNGE FUNCTION ASSEMBLY - UNCONCENTRATED RATIO 15 SF NET/OCCUPANT FLOOR AREA 159 SF OCCUPANTS 11 OCCUPANTS EXITS z 1 EXIT(S) REQUIRED MAIL FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 272 SF OCCUPANTS 3 OCCUPANT(S) EXITS 1 EXIT(S) REQUIRED CONFERENCE FUNCTION ASSEMBLY- UNCONCENTRATED RATIO 15 SF NET/OCCUPANT FLOOR AREA 120 SF OCCUPANTS 8 OCCUPANT(S) EXITS 1 EXITS REQUIRED 16 La 5' \ ` 27, SECOND FLOOR EGRESS EXHIBIT 1 /8" = 1'-0" B I II 1 I I II II II II II II I I I I I I II I I II h II II II II II I I I I I II I I II II II II N II N ■ _ 3 -- ------ --� 0cc3 w 21' WORK FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 213 SF OCCUPANTS 3 OCCUPANT(S) EXITS 1 EXIT(S) REQUIRED S / cc EXIT DOOR UJ 9 �c / ��' f" --------------- MIN. REQUIRED WIDTH. 4' 13*0.2=2.6" cc13 w� Of D I - I MAINTENANCE FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 257 SF OCCUPANTS 3 OCCUPANT(S) EXITS 1 EXITS REQUIRED OFFICE FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 118 SF OCCUPANTS 2 OCCUPANT(S) EXITS 1 EXITS REQUIRED OFFICE FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 139 SF OCCUPANTS 2 OCCUPANT(S) EXITS 1 EXITS REQUIRED RECEPTION / LEASE FUNCTION BUSINESS RATIO 100 SF GROSS/OCCUPANT FLOOR AREA 185 SF OCCUPANTS 2 OCCUPANT(S) EXITS 1 EXITS REQUIRED FIRST FLOOR EGRESS EXHIBIT EXTERIOR ROOF PATIO FUNCTION ASSEMBLY- UNCONCENTRATED RATIO 15 SF NET/OCCUPANT FLOOR AREA 232 SF OCCUPANTS 16 OCCUPANT(S) EXITS 1 EXITS REQUIRED GAME ROOM FUNCTION ASSEMBLY- UNCONCENTRATED RATIO 15 SF NET/OCCUPANT FLOOR AREA 684 SF OCCUPANTS 46 OCCUPANT(S) EXITS 1 EXITS REQUIRED MECHANICAL FUNCTION MECHANICAL EQUIPMENT ROOM RATIO 300 SF GROSS/OCCUPANT FLOOR AREA 21 SF OCCUPANTS 1 OCCUPANT(S) EXITS 1 EXITS REQUIRED Iy y. f Al STAIRWAY 43 OCCUPANTS -w 8.6" EGRESS WIDTH REQUIRED E GREAT ROOM FUNCTION ASSEMBLY-UNCONCENTRATED RATIO 15 SF NET/OCCUPANT FLOOR AREA 683 SF OCCUPANTS 46 OCCUPANT S EXITS 1 EXITS REQUIRED 4� ' 14' EXIT DOOR MIN. REQUIRED WIDTH: 44 * 0.2 = 8.8" N` EXIT DOOR 0�,47 MIN. REQUIRED WIDTH: �' 47*0.2 =9.4" EXIT i MECHANICAL FUNCTION MECHANICAL EQUIPMENT ROOM RATIO 300 SF GROSS/OCCUPANT FLOOR AREA 50 SF OCCUPANTS 1 OCCUPANT(S) EXITS 1 EXITS REQUIRED \ J I N ml EXIT j EGRESS PLAN LEGEND ♦� — COMMON PATH OF EGRESS TRAVEL DISTANCE = 75'-0" MAXIMUM PER FBC 2014, 10, SECTION 1014.3 EXIT BUILDING EXIT NUMBER OF OCCUPANTS 000 EXITING SPACE NUMBER OF TOTAL 000 G O OCCUPANTS EXITING BUILDING 1-HR FIRE BARRIER TO TERMINATE AT 1-HR RATED TOP ENCLOSURE OR ROOF SHEATHING EGRESS PLAN GENERAL NOTES: 1. REFER TO CODE ANALYSIS ON SHEET ACO-1.0 FOR FLOOR AREA INFORMATION MECHANICAL FUNCTION MECHANICAL EQUIPMENT ROOM RATIO 300 SF GROSS/OCCUPANT FLOOR AREA 60 SF OCCUPANTS 1 OCCUPANT(S) EXITS 1 EXITS REQUIRED YOGA FUNCTION EXERCISE ROOM RATIO 50 SF GROSS/OCCUPANT FLOOR AREA 360 SF OCCUPANTS 8 OCCUPANT(S) EXITS 1 r-YlTtCZN REQUIRED FITNESS _ FUNCTION EXERCISE ROOM RATIO 50 SF GROSS/OCCUPANT FLOOR AREA 1 010 SF OCCUPANTS 21 OCCUPANT(S) EXITS 1 EXITS REQUIRED EXIT DOOR MIN. REQUIRED WIDTH: 30 * 0.2 = 6" KEPHART community ® planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com I� V J W H O U U, O O � V J U VAIV V 849 ?r ; FAED •P��' No. Date Issue 03,03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title EGRESS EXHIBIT Sheet Number ACOml m 1 ti O N 0 U 1/16" = V-0" 1 /8" = 1'-0" EnergyCiauge Stmni* Fiarom-2045, Effective Irate. June 30, 2016 IEdC 2012 - Total Building Performance Compliance Option Check List Applications for compliance with the Florida Building Code, Energy Conservation shah include: W This Checklist aThe fail compliance report generated by the software that contains the project summary, compliance summary. certifications and detailed component compliance reports. The compliance report must include the full input report generated by the software as contigous part of the compliance report. FBoxes appropriately checked in the Mandatory Section of the complaince report. EnergyGauge Summ * Fia/Com-204. TAM 2014-10 Compliant Software. Elfedive bate[June 30 20,15 Florida Building Code F4dt E6*n (2014) - Energy Conservation IECC 2012 - Total Building Performance Compliantx Option ? 2W2017 Page t o€27 PROJECT SUMMARY Short pest: Clubhouse Description: Lake Monroe Apartmenu C"lubb i)wncr: AC Span" (on€pamv, Addressis City: Sanford Addressl- State: Florida Tip: 32771 'type: Convention ('enter Class; New Fmished building 4arladietion: SANFORD. SFIMINOLE COUNTY. Fi..(no I 50o) Conditioned .area: 5124 SF Conditioned & t'nCanditioned,Arrs- 5124 SF Nu of Stories: 2 Area entered from Plans 5139 SF. Permit Not 0 Nfax Tonnage 5 It different, write in. Component Design Criteria Result Gross Energy Cost (in S) 3,658.0 4.140M PARSED LIGHTING CONTROLS PASSES EX FRNAL LIGHTING No Entry HVAC SYSTEM PASSES PLANT No Entry WAFER HEATING, SYSTEMS PASSES PIPING SYSTEMS No Entry Met all required compliance from Check List? Yes/No1NA IMPORTANT MESSAGE Info 5009 - — -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Surnmi0ki FWCom-2014 TAM 2014.1 0 Compliant Sollv are. FS1adve Dale: June 30, 2015 FWda Building Code, Filth Edition (2014) - Energy Conservation IEC 2012 - Total Building Parlormahce Compliance Option 2 20 2017 Page 2 of 21 CERTIFICATIONS I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Cade Prepared By: Greg 11 Klebanof9' Bnilding Oft9cial. Date: Dare. I certify that this buddingisin compliance with the Florida Energy Efficiency Code 0wnerA,gen1: ACiSpanos(otmpaniei Date If Required by Florida law, I hereby certify (`) that the system design is in compliance with the Florida Energy Efficiency Cade Architect:. Kephart Reg No. Elertmieal Designer: Michael r. Dodane Reg No! 44665 Lighting Msignev mwhavl l' Dodanc Reg No: 44065 klmhanical l)esienar: OwgH Klehanoff Reg No: 45419. Plumbing Designer Gmg fi Klehanofr Reg No: 45919 (') Signature is required where Florida Law requires design to be performed by registered design professionals Typed names and registration numbers may be used where all relevant information is contained on signedlsealedplans. }0111 1 d ill,►/ No. 46o5 r * A ;ATE 111111 iiiiiii'lloN fill,11111+,t EnergyGauge Summitig FWCorn-2014. TAM 2014-1.0 Compliant Softurare. Effective Date: June 311. 2015 Florida Building Code Fifth Edition 12014) - Ermrgy Conservation iECC 2012 - T041 Building Performance. Compliance Dptw.. tt?U'2t917 Page of t.7 1' KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com rV JJ l� H O U vo O O � V J V OF Fto VA �• N LF-9 49 n}C: V TFRED.A4`'� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title COM CHECK - CLUBHOUSE Sheet Number ACO-1.2 NOTE: PLEASE SEE ADDITIONAL SUBMISSION FOR FULL REPORT GUARDRAILS OR OTHER BARRIERS MUST BE PROVIDED WHERE VERTICAL CLEARANCE IS LESS THAN 80" ABOVE THE FLOOR. THE LEADING EDGE OF SUCH GUARDRAIL SHALL BE 27" MAX. ABOVE FINISHED FLOOR PER 2010 ADA STANDARDS SEC. 307.4 SECTION NOTE: • GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY 2010 ADA STANDARDS SEC. 307.2 • INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS • ALL DIMENSIONS ARE TO FACE OF FINISH • PER 2010 ADA STANDARDS SECTION 307 REDUCED VERTICAL CLEARANCE V 1/2" = 1'-0" 2'-3" NOTE: 1. SPOUT OUTLET HEIGHT PER 2010 ADA STANDARDS SECTION 602.4 DRINKING FOUNTAIN ELEVATION 4 4 48" MIN. 24" MAX. CLEAR FLOOR SPACE MIN. MAX. NOTE: • ALL DIMENSIONS ARE TO FACE OF FINISH • CLEAR FLOOR SPACE PER 2010 ADA STANDARDS SECTION 602.2 DRINKING FOUNTAIN 3/8" = 1'-0" ACCESSIBLE SYMBOL PER 2010 ADA STANDARDS FIGURE 703.7.2.1 DIRECTIONAL IDENTIFICATION SIGN NOTES: • REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY PER 2010 ADA STANDARDS SECTION 703 INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALL/FABRICATION. ACCESSIBILITY SIGNAGE li I i I II I z / I I / / CLEAR FLOOR SPACE CENTERED ON 1R" TACTILE CHARACTERS MIN LOCATION: • SINGLE DOOR - ALONGSIDE DOOR ON LATCH SIDE • DOUBLE DOOR WITH ONE ACTIVE LEAF - ON INACTIVE LEAF • DOUBLE DOOR WITH TWO ACTIVE LEAVES - TO THE RIGHT OF THE RIGHT-HAND DOOR • WHERE THERE IS NO WALL SPACE AVAILABLE IN THE LOCATIONS ABOVE, SIGNAGE SHALL BE MOUNTED TO THE NEAREST ADJACENT WALL • SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES NOTE: 1. INFORMATION BASED ON 2010 ADA STANDARDS, SECTION 703.4.2 :LOCATION OF TACTILE SIGNS AT DOOR 8)1/211 = 1'-0" 1. ALL ENVIRONMENTAL CONTROLS, ELECTRICAL OUTLETS, LIGHT SWITCHES, AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS ARE TO BE POSITIONED IN ACCESSIBLE LOCATIONS, INCLUDING ACCESSIBLE REACH RANGES. 2. PROVIDE 30"x48" CLEAR FLOOR SPACE PERPENDICULAR TO WALL FOR FORWARD REACH CONTROLS. 3. PLACE BOTTOM OF LOWEST OUTLET OF RECEPTACLE AT MIN. DIMENSIONS GIVEN. 4. PLACE TOP OF HIGHEST OUTLET OF RECEPTACLE AT MAX. DIMENSIONS GIVEN. AT KITCHEN COUNTER OR OTHER OBSTRUCTIONS 20" - 25" IN DEPTH. IF OBSTRUCTION IS 20" OR LESS, A MAX. DIMENSION TO T.O. BOX CAN BE 48". 5. REFERENCE 2010 ADA STANDARDS SECTION 308 O � � I I W O Y H Q V X W a O ry m m O o co O O 0 40 BOTTOM C E EPA F x RLES BOTTOM OF Z O LOWEST 2 m RECEPTACLE p m FINISHED FLOOR NOTE: 1. ALL DIMENSIONS ARE TO FACE OF FINISH 2. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS OUTLETS/SWITCHES/CONTROLS 2 O O Q W Z 0 ao " MAX OBJECTS WITH LEADING EDGES STARTING MORE THAN 27" ABOVE FINISHED FLOOR WITH A HEIGHT NOT MORE THAN 80" A.F.F. ARE PERMITTED TO PROTRUDE 4" HORIZONTALLY INTO A CIRCULATION PATH PER PER 2010 ADA STANDARDS SECTION 307.2. PROTRUDING OBJECTS CANNOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. NOTE: • INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS • ALL DIMENSIONS ARE TO FACE OF FINISH • HANDRAILS ARE PERMITTED TO PROTRUDE 4 1/2" MAX. • DOOR CLOSERS AND DOOR STOPS ARE PERMITTED TO BE 78" MIN. ABOVE FINISHED FLOOR • GUARDRAILS OR OTHER BARRIERS SHALL BE PROVIDED WHERE OBJECT PROTRUSION IS BEYOND THE LIMITS ALLOWED BY 2010 ADA STANDARDS SEC. 307.2 AND 307.3 PROTRUDING OBJECTS 1/2" = 1'-0" TEXT TO READ PER APPLICABLE ROOM DESIGNATION SIGN REPRESENTATIONAL ONLY SIGN NOTES: • IDENTIFICATION SIGNS SHALL BE PROVIDED AS REQUIRED BY 2010 ADA STANDARDS SECTION 703 • SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" MIN. X 18" MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. • TACTILE CHARACTER HEIGHT SHALL BE 5/8" MIN. AND 2" MAX. • TACTILE CHARACTERS SHALL BE RAISED 1/32", BRAILLE DOTS SHALL BE RAISED 1/40". • CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON - GLARE FINISH, AND SHALL CONTRAST TO ONE ANOTHER, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALUFABRICATION. TACTILE ROOM SIGNAGE 5 1 /2" = 1'-0" TEXT TO READ PER APPLICABLE ROOM DESIGNATION BRAILLE TO READ PER APPLICABLE SIGNAGE REQUIREMENTS EXIT STAIR DOWN SIGN REPRESENTATIONAL ONLY SIGN NOTES: • TACTILE EXIT SIGNS SHALL BE PROVIDED AS REQUIRED BY 2010 ADA STANDARDS SECTION 703 • SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR AREA 18" MIN. X 18" MIN., CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. • TACTILE CHARACTER HEIGHT SHALL BE 5/8" MIN. AND 2" MAX. • TACTILE CHARACTERS SHALL BE RAISED 1/32", BRAILLE DOTS SHALL BE RAISED 1/40". • CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON - GLARE FINISH, AND SHALL CONTRAST TO ONE ANOTHER, WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND INFORMATION SHOWN FOR REFERENCE ONLY. SIGNAGE PACKAGE TO BE APPROVED BY DEFERRED SUBMITTAL. SUBMIT ALL SIGNAGE TO OWNER/ARCHITECT FOR REVIEW PRIOR TO INSTALL/FABRICATION. TACTILE EXIT SIGNAGE 1/2" = 1'-0" �uJ 1 /2" = 1'-0" w w w U w0 0 O W z J = J = w U U m J m F O Q Q z F ~ w v 0 C.0 X:O 0 W w w w p U O W UJ z Of Z Q w= W U U U) Q W m J J F U O z xx ¢ ~ Q w a0 v (0= O SWING DOOR 1/2" MAX. THRESHOLD FLOOR LEVEL - 1/4" MAX. VERTICAL CHANGE IN LEVEL 1/2" MAX. VERTICAL CHANGE IN FLOOR WHEN BEVEL WITH SLOPE NOT STEEPER THAN 1:2 IS PROVIDED PER 2010 ADA STANDARDS FIGURE 303.3 1; $ 1. THRESHOLDS, IF PROVIDED AT DOORS, SHALL BE 1/2" HIGH MAXIMUM 2. PER 2010 ADA STANDARDS SECTION 404.2.5 3. CHANGES IN LEVEL > 1/2" IN HEIGHT SHALL BE RAMPED WITH A RUNNING SLOPE NOT STEEPER THAN 1:12. 4. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 2O10 ADA STANDARDS SECTIONS 302 AND 303 EXTERIOR DOOR THRESHOLD 3" = 1'-0" I I I I ol M 30" MIN. SINK CONTROLS TO BE OPERABLE WITH 5 POUNDS OF PRESSURE OR LESS AND CANNOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST PER 2010 ADA STANDARDS SECTION 309.4 ALL EXPOSED PIPING UNDER SINKS MUST BE INSULATED OR CONFIGURED TO PROTECT AGAINST CONTACT, AND NO SHARP OR ABRASIVE SURFACES CAN BE PRESENT PER 2010 ADA STANDARDS SECTION 606.5 SINK IS TO BE A MAX. OF 34" A.F.F. MEASURED TO THE RIM OR COUNTER TOP (WHICHEVER IS HIGHER) PER 2010 ADA STANDARDS 606.3 X Q 30" MIN. CLEAR FLOOR SPACE PROVIDED FOR FORWARD APPROACH TO SINK NOTE: 1. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS 2. ALL DIMENSIONS ARE TO FACE OF FINISH ACCESSIBLE KITCHEN SINK ------------- I I I I I I I I I I I I I L-------------------J 17"-25" TOE 25" MAX KNEE WHERE SPACE BENEATH AN ELEMENT IS INCLUDED AS PART OF A CLEAR FLOOR SPACE OR A TURNING SPACE, THE SPACE SHALL COMPLY WITH 2O10 ADA STANDARDS SEC. 306 REQUIRING KNEE AND TOE CLEARANCE KNEE CLEARANCE SHALL BE PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT AT 9" ABOVE THE FLOOR. WHERE KNEE CLEARANCE IS REQUIRED BENEATH AN ELEMENT AS PART OF A CLEAR FLOOR SPACE, THE KNEE CLEARANCE SHALL BE 11" MIN. IN DEPTH AT 9" ABOVE THE FLOOR, AND 8" MIN. IN DEPTH AT 27" ABOVE THE FLOOR BETWEEN 9" AND 27" ABOVE THE FLOOR, THE CLEARANCE IS PERMITTED TO BE REDUCED AT A RATE OF 1" FOR EACH 6" IN HEIGHT. TOE CLEARANCE IS PERMITTED TO EXTEND 25" MAX. UNDER AN ELEMENT. WHERE TOE CLEARANCE IS REQUIRED AS PART OF A CLEAR FLOOR SPACE, THE TOE CLEARANCE SHALL EXTEND 17" MIN. BENEATH THE ELEMENT AT A WIDTH OF 30" MIN. 11"MIN "MAX NOTE: • INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS • ALL DIMENSIONS ARE TO FACE OF FINISH KNEE & TOE CLEARANCE 1 /2" = 1'-0" KEPHART community ® planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VTJ� F..�i O U U, C O � I� V ©�FLO ...... Qi VA 849 AEA •Ap,G No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JIG Title ADA ACCESSIBILITY DETAILS Sheet Number AC0=2w0 ti O (V 0 NOTE: • FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS •� SHALL COMPLY WITH 2O10 ADA STANDARDS SECT. 309 1 1/4" - 2" DIA. GRAB BAR, TYP. MAINTAIN 1 1/2" CLEAR FROM 39" - 41" MOUNTING SURFACE KEPHART community n planning a architecture TO TOP OF RIM 54" MIN. 2555 WALNUT STREET Q 36 MIN. DENVEww.k pORADO 80205 12"MAX. 42" MIN. 5o as j� 24" MIN. 12" MIN. N z ` z MIRROR WALL HUNG URINAL A"I �ULL SIDE q TOD SPENSER LEVER VALVE SPACE �� � CLEAR FLOOR7 1 /2" = 1'-�"M PROTECTED PIPING M 17 MIN 1PUSHSIDE19" MAXz FLOOR SURFACEMWzCARPET Uri... r/ 1'-6" MIN. I �t w �!/ m o v X. r Z z Q O z M I —— ——— Al N REAR WALL SIDE WALL J 48" MIN. LL G mow// F ; %1>c NOTE: X = 12" IF DOOR HAS 8" 6" BOTH A CLOSER AND LATCH. MIN. MAX. (� FRONT APPROACHES NOTE: NOTE: • PER 2010 ADA STANDARDS SECTION 302 CARPET 1. INFORMATION BASED UPON BASED UPON 2010 ADA STANDARDS REQUIREMENTS SHALL BE 1/2" MAX AT MATERIAL TRANSITIONS 2. ALL DIMENSIONS ARE TO FACE OF FINISH 3. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF WATER CLOSET 4. REAR WALL GRAB BAR SHALL BE 36" MIN. IN LENGTH AND EXTEND 12" FROM CENTERLINE OF WATER NOTE: PULL SIDE CLOSET ON THE SIDE CLOSEST TO THE WALL, AND 24" MIN. ON TRANSFER SIDE 1. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS 1 F LOO R/CARPET TRANSITIONS 5. EXCEPTION: GRAB BAR SHALL BE 24" IN LENGTH, CENTERED ON WATER CLOSET WHERE WALL SPACE 2. ALL DIMENSIONS ARE TO FACE OF FINISH /1 8 6" = 1'-O" DOES NOT PERMIT A 36" GRAB BAR DUE TO A RECESSED FIXTURE ADJACENT TO WATER CLOSET F -]PUSHSIDE ET - GRAB BARS ACCESSIBLE LAVATORY = FORWARD REACH RANGES ^ WATER CLOSET } z 1 1 ( `'� 1/2" = 1'-0" 3/8" „X„ } I 22" MIN I 20" MAX 20"-25" V ce) I I MAX FLUSH CONTROL ON OPEN SIDE OF V J O WATER CLOSET O Fr'y BACKSPLASH HATCH INDICATES LOCATION OF r` REINFORCED BACKING FOR GRAB BARS MAINTAIN 24" MIN. FROM WALL NOTE: X = 36" MINIMUM IF Y = 60" MIN., NOTE: IF DOOR HAS BOTH A `` 3'-8" MIN. 8" 50" TO CENTER OF SINK X = 42" MINIMUM IF Y = 54" MIN. LATCH AND CLOSER Y = 48" MINIMUM ¢ �� X = 12" MINIMUM ao 3'-0" i PROVIDE 1x2 TRIM AT WALL 28 MIN. 16 MIN. 8 MIN. ��' FOR COUNTERTOP SUPPORT, PAINT (AS NEEDED) ( h / V HINGE SIDE APPROACHES PROVIDE FINISHED END BRACKETS AT END OF COUNTERTOP FOR SUPPORT 2'-0" MIN. =` r �, 48" MIN O �(AS NEEDED) 48" MIN PULL SIDE PUSH SIDE � �'Q EXTEND FINISH MATERIALS AT FLOOR AND MAXIMUM FORWARD REACH OVER AN OBSTRUCTION ��� WALLS z z } I I 4 . VIIA 2 TO FIXTURE RIM OR COUNTERTOP, 2'-0" MIN. { u ' WHICHEVER IS Z f HIGHER a Z M F M W N N U- / � � J co M O z / 25 MAX. � I w 0 I z X - NOTE: Y = 54" MINIMUM IF NOTE: Y = 48" MINIMUM IF Q` O I N DOOR HAS CLOSER. DOOR HAS CLOSER O I v x i Xz SUPPORT Q REAR WALL SIDE WALL "vCD I o� NEEDED) PANEL BEYOND (AS LATCH SIDE APPROACHES M ° NOTE: 48" MIN. 6" 8" ,'` NOTE: 1. INFORMATION BASED UPON BASED UPON 2010 ADA STANDARDS REQUIREMENTS MAX MIN. • CLEARANCES REQUIRED AT ALL DOORS THAT ARE PART OF AN ACCESSIBLE ROUTE UNOBSTRUCTED FORWARD REACH MAXIMUM FORWARD REACH OVER AN OBSTRUCTION 2. ALL DIMENSIONS ARE TO FACE OF FINISH • INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS • ALL DIMENSIONS ARE TO FACE OF FINISH WATER CLOSET -REINFORCEMENT KNEE AND TOE CLEARANCE TO • DOOR CLOSING SPEED SHALL NOT BE LESS THAN 5 SECONDS FROM AN OPEN POSITION OF 90 DEGREES TO 12 DEGREES BE MAINTAINED • OPENING FORCE FOR ALL DOORS EXCEPT FIRE DOORS SHALL BE 5 POUNDS MAX. FIRE DOORS SHALL HAVE THE 1 /2" - 1'-0" NOTE: E O F Ft O MINIMUM OPENING FORCE ALLOWABLE BY THE LOCAL JURISDICTION SIDE REACH RANGES 1. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS •'• VAS ''4i 2. ALL DIMENSIONS ARE TO FACE OF FINISH CFI FLOOR SURFACE MANUEVERING CLEARANCES {„ h = 2 ACCESSIBLE LAVATORY (� 10 MAX 30 MIN N 1/2" = 1'-0" _\ 1 /2" = 1'—O" MANUAL SWINGING DOORS 24" MAX 30" MIN ' 1 49 lTj: ~ 59" MIN. ' \ RAMP AT FLOOR MOUNTED W.C. oo 56" MIN. 2'-8" MIN. 3'-0" MIN. NO. Date Issue c� z M ` AT WALL MOUNTED W.C. 03.03.2017 PERMIT SET ? / / FLOOR SURFACE tz may. J L us O Z 3 N N UNOBSTRUCTED HIGH AND OBSTRUCTED HIGH SIDE REACH i 00 ° X LOW SIDE REACH LIMITS Y z m 10"MAX 30" MIN CLEAR FLOOR Project Architect " / SPACE p 1 DV BEVELEDCD I o Project Designer DVIJG / ry FLOOR SURFACE DOOR MUST MAINTAIN FLUSH CONTROLS SHALL BE LOCATED Date A CLEAR OPENING i ON OPEN SIDE OF 2017.02.24 N HINGED DOOR DOORWAY WITHOUT DOORS WIDTH OF32"MIN. I WATER CLOSET _ Job Number 216032 co 4" MAX. I Drawn By CH MINIMUM OF 9" 10" MAX. 30" MIN ` CLEARANCE FROM FINISH FLOOR TO Checked By JIG BOTTOM OF PARTITION VERTICAL CHANGE �� Title CLEAR FLOOR SPACE, OBSTRUCTED HIGH SIDE REACH __ �/ ADA ACCESSIBILITY DETAILS N PARALLEL APPROACH STANDARD STALL NOTE: NOTE: I (END OF ROW) Q 1. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS NOTE: _ 2. ALL DIMENSIONS ARE TO FACE OF FINISH 1. FLOOR TRANSITIONS SHALL COMPLY WITH 2O10 ADA STANDARDS SECTION 303 1. INFORMATION BASED UPON 2010 ADA STANDARDS REQUIREMENTS Sheet Number 2. ALL DIMENSIONS ARE TO FACE OF FINISH 0 DOOR WIDTH & DEPTH REACH RANGES -ANSI CHANGES IN LEVEL STANDARD ACCESSIBLE WATER CLOSET " — ' " 1 /2" = 1'-�" PER 2010 ADA STANDARDS SECTION 308 6" = 1'—O" 3 1 /2" = 1'-0" ACOm2ml O 1/2" = 1 -0 PER 2010 ADA STANDARDS SECTION 404.2.3 U CEILI (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE 2x4 OR 2x6 STUD, 24" O.C. MAX., RE: STRUCTURE PLAN VIEW BASE PER INTERIORS FLOC WI-1 INTERIOR SHAFT WALL - 1 HR 1 - 1 -011 ASSEMBLY: GA No. WP 3605 2x3 OR 2x4 STUD TURNED SIDEWAYS, 24" O.C. MAX., RE: STRUCTURE (1) LAYER 5/8" TYPE "X" GYP. BD. EACH SIDE WI-2 INTERIOR SHAFT WALL - FLAT FRAMED - 1 HR 1" = 1'-0" ASSEMBLY: GA No. WP 3640 (2) LAYERS 5/8" TYPE "X" GYP. BOARD. RC-1 RATED CEILING SYSTEM - 1 HR 1 - 1 -011 ASSEMBLY: GA No. FC 5406 ACCESSIBLE PATH OF TRAVEL J re) I t 1- II .4 "U A L IT 0'-4" �4 '-0" TYPE 2 30 TYPE I F.S.D. If! CD (D 'al ------ L—J ilL CLUB L 2L ACCESSIBLE PATH OF TRAVEL �4............ --------- - L ------ ---------- --- . ..... f. --7 7 > --------------- — ------------- . . ..... �Z Z Z 4 - - ------ -- lj ARCHITECTURAL SITE t PLAN -- zA 111 = 801-011 I 1/16",= 11-101" REFER TO APARTMENT DRAWING SET, SUBMITTED UNDER SEPARATE PERMIT, FOR RELEVANT FIRE SEPARATION DISTANCES D TYPE 2 .ems 7, i LL-L _7777 A I ----- - ----------- - T----r-T—' 1— T 17-Y Ji z i.—T I �T! J! E TYPE 1 T T �F7-1j' I ;q TYPE 2.......... ......... ----------- ACCESSIME PATH OF TRAVEL t log KEPHART community n planning m architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com O O �O OF Fto VA 49 No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 21 6032 Drawn By CH Checked By JG Title SITE PLAN Sheet Number AC1-1.0 0 04 O G N FIRST FLOOR SLAB PLAN 1 /411 = 1'-0" NOTE: 1. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE. DIMENSIONS GIVEN TO FACE/EDGE OF SLABS UNLESS OTHERWISE INDICATED ON THE PLANS. 2. ACCESSIBILITY ELEMENTS INDICATED ARE REQUIRED. FIELD CONDITIONS OCCURRING WHICH IMPACT THE 3. ACCESSIBILITY DESIGN SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. 4. ELEVATION 100'-0" EQUALS CIVIL FF 10.5' RE: CIVIL DRAWINGS SLAB PLAN LEGEND: G SLAB STEP CONDITION %� off SLOPE UP CONDITION 0" ® SLOPE DOWN CONDITION 2" STEPPED SLOPE CONDITION SPOT ELEVATION VAR. / 12 i SLOPE INDICATOR KEYNOTES 22.4 FLOOR DRAIN. RE: PLUMBING 22.6 DOUBLE BOWL KITCHEN SINK 22.7 SINK, RE: PLUMBING/INTERIORS 22.13 FIBERGLASS SHOWER PAN (42" X 38') 22.16 SERVICE SINK, RE: PLUMBING 22.17 URINAL, RE: PLUMBING 22.18 WATER FOUNTAIN 31.3 SUB -SLAB DEPRESSURIZATION SYSTEM, 4" PVC PIPE FROM UNDER SLAB TO 12" MINIMUM ABOVE ROOF. LOCATIONS AND SIZES ARE REPRESENTATIVE IN NATURE OF THE REQUIREMENTS. V.I.F. ALL REQUIREMENTS AND LOCATIONS WITH OWNER'S CONTRACTED RADON PROFESSIONAL PRIOR TO SLAB INSALLATION. ®_iS� KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com \✓ J VTJ� n� O U O � C� °• FLO,� VA' 849 S�FRED •ARG�` No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JIG Title SLAB PLAN Sheet Number AC2ml,,0 POOL DECK, RE: CIVIL 1 & LANDSCAPE AC4-1.0 AC3-1.0 1 110'-0" 28'4" 1'4" 8'-11" 1' 4" 8'-10" 1'-4" 8'-11" V-4" 1 y POOL DECK GATE I o 1 0 C5-1.1 I co 0? op io 32'-0" m A A A I A A A POOL DECK GATE WALL TYPES - RE ACO-3.0 ASSEMBLY FIRE RATING WI-1 1 HOUR -SHAFT WALL WI-2 1 HOUR - SHAFT WALL - FLAT FRAMED 48'-0" KEYNOTES 10.11 MAIL BOXES; BASED ON FLORENCE MODEL 4CADD-10; PROVIDE MIN. 280 MAILBOXES; 280 MAILBOXES SHOWN 11.15 SIDE -BY -SIDE FULL SIZE WASHER AND DRYER 22.13 FIBERGLASS SHOWER PAN (42" X 38") 22.16 SERVICE SINK, RE: PLUMBING 31.3 SUB -SLAB DEPRESSURIZATION SYSTEM, 4" PVC PIPE FROM UNDER SLAB TO 12" MINIMUM ABOVE ROOF. LOCATIONS AND SIZES ARE REPRESENTATIVE IN NATURE OF THE REQUIREMENTS. V.I.F. ALL REQUIREMENTS AND LOCATIONS WITH OWNER'S CONTRACTED RADON PROFESSIONAL PRIOR TO SLAB INSALLATION. 1 2'-0" io {{ v LO GREAT ROOM — I —' MEN'S- MAIL �'. 1-R — — —------_ l --, CONCRETE , CARPET I, --- HARD SURFACE j ct I 3 I 1 • 10.11 Y-- <; ' I VENDING , • i I I ? _ 1 j I j ! 1 919 j 1 i.�.�_ EE - ( _ is i ...... - - - -- I - /2 t 18._0" , 5 1 /2" io i 20-91/2 6'-51/2' �151/2 I ? i i I 31 _1 <, N 5 1/2" 18-0„ _ 7._1.. 6'_3' j 1 T 0 1 " • _— _ _ cccJ44 O • • I _t _ N j' " fj i°° iI 1 co LOW VOLT- a � I YOGA I ;, - --- - = ' N CONCRETES —HARD SURFACE-- I - q I .1ss is�. r I I i I AC6-1.5 _ -M , a 2 1o1 I CONCRETE; j— • AC4-1.0 - - - _.. - --- !f - 2"�'": I.. _'- :, • _.... /,\!j- =�� rim--�'1\p N F i - i LO _ i r j i ! I� , _..—_� r LO i 13> NOTE _ _r___.=, _ _.-�_ �. _ � I I HALL \ : �•. I _ �_—____� • -- cw ! Ii, ! _.... RADON MITIGATION SYSTEM _g _ d— , 1 ► v 5'-3" i 9'-0" 1 1 N , I :____ _.. .__ _____._ HARD SURFACE `� _ -- t,� --- r--- I I _ 1 1 i 2 INFORMATION RE 5/A7-2 0 is N ji st (1 L M FIREIWATERzn _ r_ 1 • / o ' 1 -. --- \ 31.3 I rn_ WONh 1 1 , is N MECH 1 I —3-- .— H t CONCRETE 1 9'-6 1/2" 1 \ 3'-0" 2'-6 1/2" 8'_0" V-3 1/2" 8'-0" 11'-3" _ � I \� N HARD SURFACE `----- � - - � r� N �\ is N CONCRETE �..�_tt N �. � ►------------- -- --- i_�r ` � - - - • _"-\ a 1 : 4C3-1 1 I\ -- -- - — - — -- - - - - -- 1 213 SF- ss O \ \_ • } i \ N i { 11 LOCATION OF I ._._._. I _____._____._._.- - — - m \ 2.16 11 I ACCESSIBLE WORK j ,--� - _ "�--------- _,`�A� - — --- . -' _ I \; I 10 AC5 1.0 SURFACE { Ste' • u� , �A u� F 1 �� -t1 M 1 i#I/' MAINTENANCE 11.15 ; II i ' I' I I wl-1 N S -E I �, I `�. CONCRETE _ a I- N-� .. _ _ - F / 2 \ y _ o __. j 214 220 :, a t�� 'M i. : o i AV •-----------•-----•---------•---•--48._0"--------- 6-2" T-11/2" T-6" T-6" T-6" 9'-6" • T-6" T-6" T-6" 4'-21/2" is ._._------- B B ._._ B___. B ----N B B �I • �� u, �- is i 0 t Lam. i rl.. - 1 : ' C5-1.0 1 N \ r 1 ih _; I _ I-------- --------- AC4 1.1 _M " 51/2" 5 1/26'-3" 51/2" T-2" 39•' -3" 2'-11/2' I 14'-61/2" 3/ , TV j ; N WORK__... _- _ , .. __ 9 N - !MACHINE FITNESS ! I wl-1 N - __ ;CONCRETE ' HARD SURFACE , - i = =� � ' ��' RUBBER TILE �� 0 �� • ELEV.------4-0 5S1/2" T-81/2"CN N n o I WI-1 W1-1 l 11-0 1 /2" 16'-0 1/2" 1 —i I .05 1/2" 11- 1/2" I 5 1/2" ENTRY — II ; - I. .,- MGR. OFFICE f? I HARD SURFACE i ; I 1 „SHARD SURFACE 1 i D - - I - \ LEASING °° O: I N _N _- _. i I ;i t I `\ ' � l� r ,► 3 : 205 G is S A 7 's HARD SURFACE i st c N . _ ' \6t t_a N 5 1 /2" 11'-4 1 /2" 5 1 /2" I UP- 19'-3, 5 1/2"- u In v it 3 201 0 1,4.. 1 I A I A r- - { ..__-_ I A A A A A A A A AO \ is I I I I ,�'� \`�`_ I I I I I I I I I I I I 1/ 1 ossis"�,I I ( I I I I I I I I 60 AC61.4 l f 1'-4° I 8'-1 r' I r-4" 8'-10" r-a" I 8'-1 r' I r-4° I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I I I I I I 6-3 1/2" I 5'-8 1/2" 4'-41/2" I 3'-15" 8'-11/2" 4'-0" T-6" 8'-6" I _ 8'-6" I T-6" 4'-0" T-6" T-6" I T-6" T-6" I 8'-0" ( T-6" T-6" 1 T-6" 1 3'-16" 2'-3" I T-6" 2'-3" 0 ao 0 N ih — — N 99 ^ a M - 00 2� N 0 T-0" 0 CM 0 Co 2 4-1 2 4-1 KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J W H plssj 1 T I O U C/� O a � 'CE O F-Ft 0 � � VA/V • � (� I 849 �TFRED •A�G�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title 1ST FLOOR PLAN Sheet Number AC2ml m 1 I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I zo I I I I I I I I I I I I io N SECOND FLOOR PLAN GROSS AREA -2ND FLOOR FLOOR AREA 1 /4" = 1'-0" SECOND FLOOR 1,254 SF 1,254 SF 1 AC4-1.0 1 AC6-1.1 32'-0" 8'-11" 1'4" 8'-10" 1'-4" 8'-11" 9.28 � Uli�-IITJ—� � ' _�� EXTERIOR DECK LIGHTWEIGHT CONCRETE 3'-6" 16'-0" 3'-6" 0o eo cD � i0 A) A_ 226 N LO 4'-6" WALL TYPES - RE ACO-3.0 ASSEMBLY FIRE RATING WI-1 1 HOUR -SHAFT WALL WI-2 1 HOUR - SHAFT WALL - FLAT FRAMED KEYNOTES 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 9.28 BUG SCREEN, WHITE. BASIS OF DESIGN: SCREEN-EZE. 23.6 ROOF ATTIC VENT 31.3 SUB -SLAB DEPRESSURIZATION SYSTEM, 4" PVC PIPE FROM UNDER SLAB TO 12" MINIMUM ABOVE ROOF. LOCATIONS AND SIZES ARE REPRESENTATIVE IN NATURE OF THE REQUIREMENTS. V.I.F. ALL REQUIREMENTS AND LOCATIONS WITH OWNER'S CONTRACTED RADON PROFESSIONAL PRIOR TO SLAB INSALLATION. i U') s - - ------ -------- -- --- --- ---- --------------- - ------- ----- i ------ ------ .W_ =� S\F_ JH S`F_G Q b ATTIC ACCESS PANEL 00-- -. 3 -10° I HALL 4 x,'I �� N SURFACE, a �RD ' 1 I ATTIC ACCESS PANEL CYBER CAFE —CARPET 1 2 W1_1 W11 C81.0 - - - - - - . — _ = - ELEV. Co -6 1 /2 8 -1 I 5 1 /2 6 -3 5 1 /2 - -4 -0 -- 1/2r 5 1 -. I i C A) 1 i A) ( A) < A) 7.2 � AC6-1 7.1 2 4-1 om jl:(Z� 13 KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com H n� n O U U, O O � OF Fto _ � J vAN tN- . 849 STFAED No. Date Issue 03.03.2017 PERMIT SET 1 07.21,2017 100% CD Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title 2ND FLOOR PLAN Sheet Number AC2ml,2 4" PVC PIPE DISCHARGE TO BE PROTECTED FROM SMALL ANIMAL ENTRY WITH A CORROSION -RESISTANT SCREEN HAVING OPENINGS BETWEEN 1/4" AND 1/2" PROVIDE ADEQUATE CLEARANCE FOR INSTALLATION OF A BLOWER 24" DIA. BY 36" HEIGHT ROOF VENT CALCS - CLUBHOUSE Total Roof Area - Venting Required High Vent Area - Provided Low Vent Area - Provided Roof Area Area ft2 Area in Multiplier Total Area Req. High Area Req. Low Area Req. Ridge Vent Area/LF Ridge'Vent Prov. - LF Individual Ridge Vent Area Individual Ridge Vent Quantity Vent Area High Soffit Vent Area/LF Soffit Vent Prov. - LF Individual Soffit Vent Area Individual Soffit Vent Quantity Vent Area Low ROOF AREA 1 751 ft2 108144 in 300 360 in 180 in 180 in 18 in 17 140 in 0 306 in 5 in 100 0 in 0 500 in ROOF AREA 2 1536 ft2 221184 in 300 737 in 369 in 369 in 18 in 33.5 140 in 0 603 in 5 in 176 0 in 0 880 in ROOF AREA 3 1968 ft2 283392 in2 300 945 in 472 in 472 in 18 in 29.5 140 in 0 531 in 5 in 116 0 in 0 580 in ROOF AREA 4 144 ft2 20736 in 300 69 in 35 in 35 in 0 in 0 140 in 1 140 in 5 in 56 0 in 0 280 in ROOF AREA 5 1360 ft2 151840 in 1300 1173 in 86 in 86 in 0 in 0 140 in 1 1140 in 5 in 48 0 in 0 1240 in BASIS OF DESIGN: PROVIDE RIDGE VENT WITH MIN 18 SQ.IN. NFA, THEN SUPPLEMENT WITH ROOF VENTS THAT HAVE A MIN OF 140 SQ. IN. NFA TO COMPLY WITH TOTAL VENTED AREA REQUIRED. 4" PVC PIPE SEE TOTAL NFA PROVED BY EACH RIDGE VENT SHOWN AT EACH VENT LOCATION GENERAL VENT PIPE NOTES: 1. LABEL VENT PIPES IN ATTIC AS FOLLOWS: "RADON REDUCTION SYSTEM" 2. PROVIDE PLACARD NEAR EACH VENT PIPE TO READ AS FOLLOWS: 'THIS RADON REDUCTION SYSTEM IS NOT REQUIRED TO BE TESTED AND IS A'PASSIVE' SYSTEM, RELYING ENTIRELY ON NATURAL VENTILATION" 'SEE SLAB PLAN FOR ADDITIOANL NOTES" RADON ROOF PENETRATION SCHEMATIC T.C.PL. = 111' - 1 1/8" (1'-2") 7.3 T.O.PL. = 111' - 1 1/8" (V-2") Rll OOF PLAN N T.O.PL. = 122' - 9" (2'4) s 04 a i y Y i ; 3 3 l ; � •r "s a 'n. is c 7.2 7.8 T.O.PL. = 110' - 1 1/8" (1'-2') T.O.PL. = 110' - 1 1/8" (1'-2") ROOF PLAN LEGEND O 3" x 4" DOWNSPOUT. PAINT TO MATCH ADJACENT WALL FINISH. FIELD VERIFY LOCATION. 6" PRE -FINISHED METAL GUTTER. MATCH FRIEZE. ® a ROOF VENT- MINIMUM 140 SQ. IN. NET FREE AREA EACH (LOMANCO 770D OR EQUAL). MATCH ROOF COLOR. RIDGE VENT- MINIMUM 18 SQ. IN. NET FREE AREA PER FOOT (GAF COBRA ROOF COLOR. KEYNOTES 7.1 ICOMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 7.3 METAL DOWNSPOUT, PAINT TO MATCH FIELD 7.8 STANDING SEAM METAL ROOF 23.6 ROOF ATTIC VENT 31.3 SUB -SLAB DEPRESSURIZATION SYSTEM, 4" PVC PIPE FROM UNDER SLAB TO 12" MINIMUM ABOVE ROOF. LOCATIONS AND SIZES ARE REPRESENTATIVE IN NATURE OF THE REQUIREMENTS. V.I.F. ALL REQUIREMENTS AND LOCATIONS WITH OWNER'S CONTRACTED RADON PROFESSIONAL PRIOR TO SLAB INSALLATION. SNOW COUNTRY OR EQUAL.) MATCH ROOF PLAN GENERAL NOTES: 1. ALL ROOF AREAS TO DRAIN INTO GUTTERS AND DOWNSPOUTS. FIELD VERIFY LOCATIONS OF ROOF HEIGHT ANNOTATION IS PROVIDED AS FOLLOWS: DOWNSPOUTS W/ OWNER PRIOR TO INSTALLATION. DOWNSPOUTS TO DISCHARGE INTO STORM SEWER T.O.PL. = 111' - 1 1/8" 1'-4" ( ) VIA CONNECTION W/ FLEXIBLE BOOT. RE: CIVIL FOR LOCATIONS. 2. DRAFTSTOPPING NOT REQUIRED PER FBC 2014, HEIGHT OF PLATE FROM T.O. SLAB t HEEL HEIGHT FOR SECT. 718.4.3, EXCEPTION. MANUFACTURED TRUSS 3. ALL ROOF AREAS TO BE VENTED PER FBC 2014, NOTE: SECT. 1203.2. ALL HEEL HEIGHTS ARE GIVEN SCHEMATICALLY AND 4. ROOF VENT LOCATIONS ARE APPROXIMATE. ARE TO BE VERIFIED BY THE GENERAL CONTRACTOR PROVIDE HIGH AND LOW VENTS. PAINT VENTS TO AND TRUSS MANUFACTURER PRIOR TO FABRICATION MATCH ROOF OR SOFFIT. AND CONSTRUCTION. TYPCAL FOR ALL HEEL HEIGHTS 5. HIGH ROOF VENTS SHALL BE LOCATED AT LEAST PROVIDED THROUGHOUT THE PROJECT. T-0" ABOVE EAVE OR CORNICE VENTS PER FBC 2014, SECT. 1203.2 6. TYPICAL ROOF SLOPE 5":12" U.N.O. 7. TYPICAL ROOF EAVES ARE 2'-0" TYP. U.N.O. 8. PROVIDE METAL DRIPS AND CONCEALED WALL AND VALLEY FLASHING INSTALLED PER MFR'S SPECS. 9. INSTALL ALL ROOFING MATERIALS IN ACCORDANCE W/ MFR'S SPECS. AND/OR CODE REQUIREMENTS. 10. PROVIDE 24" CONTINUOUS SOFFIT BOARD WITH A MINIMUM 5 SQ. IN. NET FREE AREA (HARDIE OR EQUAL). MATCH FASCIA COLOR. 7.3 BELOW WIND KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com No. Date Issue 03.03,2017 PERMIT SET 714) 1 07.21.2017 100% CD 7 0 t a 3 U m 2 C O N Y - lV J1 N - Cl)o = m N DV m LL O O J DV/JG U 2017.02.24 a- m m 216032 N CH JIG o 04 Q I AC2ml .3 '61 blow.; 1 11 / I I k - _. - - - I . . MAIL - . . ., CEMENTITIOUS 'SOFFIT BOARD SO 0 1 11 11 -0 A.F.F. ` 5/8 GYPSUM ..: BOARD' I I . I - . I .. .... I __ . : �'. , , . � � . _:::� � � ........ % %%. I - �.: I : �... � , � . .... . . I—— � . . � . � I.. ''. .: � �. 1 : � �_ 1''. .....:.-I, � � I . �.. I., ........ _ , ......'':......, -, I - % - . . � .. - . �. � ::� - �.......... _�, , - . %. %. 1. -.111_ 11 � - I � .- ...- . I _ � : .. .. � ... .. :1 . . :.:::: �: : 1 �. .. .: I I . 11''.." I ...'' I I ... �_ . 1:1 __11_._ - % � . I � � __:. I I �: - :,:� �. 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PLANK FINIS RE: INTERIO I_ " 11 0 A.F.F. -- Ila j�� in KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com O F .LE. •.vAN p .-1 1. tc�' •. , is ! v %• 0.F 'G .441 R• ¢ yy,, ED •• A No. I Date I Issue 03.03.2017 1 PERMIT SET Project Architect DV LL U Project Designer DV/JG O �_ U Date 2017.02.24 a Q 0) Job Number 216032 m n N Drawn By CH O1 Checked By JG Title I` Irl- 1ST FLOOR REFLECTED N CEILING PLAN O H Sheet Number a AC2=1 m4 U 9 5/8" GYPSUM BOARD 8'-0" A.F.F. EMENTITIOi OFFIT BOAT 10'-0" A.F.F '. .GAME ROOM"•`. ,5/8" GYPSUM 5/8" GYPSUM: y . , '.BOARD 1 _ BOARD _ g-0A.F.F. ; : ; ' 10.-0" A.F F_ ; • ATTIC AC=CIE5S PAN HALL CYBER CAFE = ' 6/8" GYPSUM ELEV. ' BOARD - .10'-0" A.F.F.. CONFERENCE .5/8" GYPSUM 'BOARD ` ... SECOND FLOOR REFLECTED CEILING PLAN 1 /411 = 1'-011 MECH. gin 4�� an KEPHART community. planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com C/O* H 1� 0 U o� 't 0 'Fto VA 849 TFREp .R�G� No. Date Issue 03.03.2017 PERMIT SET 1 07.21.2017 100% CD Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title 2ND FLOOR REFLECTED CEILING PLAN Sheet Number AC2ml.5 r FA� L SOUTH ELEVATION 1 /4" = 1'-0" MATERIALS LEGEND 10" CEMENTITIOUS SIDING STANDING SEAM METAL ROOF CEMENTITIOUS PANEL SIDING KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 6.24 BERMUDA SHUTTERS 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 7.3 METAL DOWNSPOUT, PAINT TO MATCH FIELD 7.8 STANDING SEAM METAL ROOF 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 8.7 EXTERIOR FULL-LITE SWING DOOR WITH LOW-E GLAZING RE: DOOR SCHEDULE 8.10 INSULATED ALUMINUM OVERHEAD GARAGE DOOR, RE: DOOR SCHEDULE 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E 9.16 5/4X4 FIBER CEMENT FRIEZE BOARD 9.22 5/4X6 FIBER CEMENT FRIEZE BOARD 9.23 5/4X10 FIBER CEMENT TRIM BOARD 9.25 FIBER CEMENT PANEL SIDING COLOR-E 9.26 5/4X12 FIBER CEMENT TRIM BOARD 9.28 BUG SCREEN, WHITE. BASIS OF DESIGN: SCREEN-EZE. 23.6,A ROOF ATTIC VENT 2 OUTSIDE AIR CONDITIONER UNIT, RE: MECHANICAL AC6-1.4 SUB -SLAB DEPRESSURIZATION SYSTEM, 4" PVC PIPE FROM UNDER SLAB TO 12" MINIMUM ABOVE ROOF. LOCATIONS AND SIZES ARE REPRESENTATIVE IN NATURE OF THE REQUIREMENTS. V.I.F. ALL REQUIREMENTS AND LOCATIONS WITH OWNER'S CONTRACTED RADOF2FffiF� #�t%PPEAWLtB�2�-911 $AI I ATION i i i 2ND FLOOR 112'-7 7/8" 'LOOR PLATE 11 V-1 1/8" � 1ST FLOOR 100'-0� ) FLOOR PLATE 122'-9" 2ND FLOOR 112'-7" 7/8_5� .00R PLATE 11 V-1 1/8" 1ST FLOOR 100'-0" Ila KEPHART community ■ planning ® architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com `✓ J [V JJ H ^ I� O U U, O O � C� Cp ............ R� VAA1 849 ?f; �TFRED �ARG�` No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title EXTERIOR ELEVATIONS Sheet Number AC3ml.m0 moi WEST ELEVATION 1 /4" = 1'-0" MATERIALS LEGEND 10" CEMENTITIOUS SIDING STANDING SEAM METAL ROOF CEMENTITIOUS PANEL SIDING _ 2ND FLOOR PLATE 122'-9" n 2ND FLOOR 112'-7 7/8" M 1ST FLOOR PLATE 111'-1 1/8" 1ST FLOOR 100'-0" /1 2ND FLOOR PLATE 122'-9" 2ND FLOOR 112'-7 7/88" iT FLOOR PLATE 111'-1 1/8"� 1ST FLOOR 100'-0" KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 6.24 BERMUDA SHUTTERS 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 7.3 METAL DOWNSPOUT, PAINT TO MATCH FIELD 7.8 STANDING SEAM METAL ROOF 8.1 HOLLOW METAL DOOR AND FRAME 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E 9.16 5/4X4 FIBER CEMENT FRIEZE BOARD 9.22 5/4X6 FIBER CEMENT FRIEZE BOARD 9.23 5/4X10 FIBER CEMENT TRIM BOARD 9.25 FIBER CEMENT PANEL SIDING COLOR-E 9.28 BUG SCREEN, WHITE. BASIS OF DESIGN: SCREEN-EZE. 23.7 OUTSIDE AIR CONDITIONER UNIT, RE: MECHANICAL 23.9 MECHANICAL LOUVER, PAINT TO MATCH SIDING, RE: MECH. ® E KEPHART community s planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com `✓ J VJ W H O U U, O O � V OF•Ft0 ••, VA N i ZCo F9 f 849 �. rFRED •Ap;G No. Date Issue 03.03.2017 PERMIT SET Project Architect 'DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title EXTERIOR ELEVATIONS Sheet Number AC3ml A 0 COLUMN PLATE 110'-1 1/8" 1ST FLOOR 100'-0" _ BUILDING SECTION 2 1 /4" = 1'-0" 2ND FLOOR PLATE 122'-9" n 2ND FLOOR 112'-7 7/8" co to 1ST FLOOR PLATE 111'-1 1/8" /1 1ST FLOOR 100'-0" ND FLOOR PLATE 122'-9" 2ND FLOOR 112'-7 7/8" FLOOR PLATE 111'-1 1/8" 1ST FLOOR 100'-0" ®; 4�� 19 KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 ww wlephartxom C/TT� W H O U U, O O � V J V VA 849 n1: �TFRED No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JIG Title BUILDING SECTIONS Sheet Number AC4ml .0 SIM. 1 CFr1.3 1ST FLOOR PLATE 111'-1 1/8" 1 ST FLOOR 100'-0" BUILDING SECTION 3 1 /4" = 1'-0" d WALL TYPES - RE ACO-3.0 ASSEMBLY FIRE RATING WI-1 1 HOUR -SHAFT WALL WI-2 1 HOUR - SHAFT WALL - FLAT FRAMED KEPHART community ■ planning ■ architecture CEILING TYPES - RE: AC0-3.0 2555 WALNUT STREET DENVER, COLORADO 80205 ASSEMBLYI FIRE RATING www.kepbart.com RC-1 1 HOUR - TOP ENCLOSURE VTTR W H O U U, O O � C� 2ND FLOOR PLATE 122'-9" n i• � v RED �PR� 2ND FLOOR 112'-7 7/8" n T FLOOR PLATE 111'-1 1/8" No. Date Issue 03.03.2017 PERMIT SET J 0 t - U _ m 0 `c 0 m Y J I CN I OLlf W Project Architect DV m LL U O Project Designer DV/JG J U Date 2017.02.24Cn a 1ST FLOOR 100'-0" Job Number 216032 7 — Drawn By CH O' Checked By JG T.O. ELEV. PIT 96'-0" — Title 0 BUILDING SECTIONS _ Sheet Number Cil4mli 01 0 U t O O O O RE: INT. FOR _\ WALL FINISH MAINTAIN 9" TOE CLEARANCE AT FRONT SIDE PARTITION PARTITION / N of MEN'S NORTH 2 11411= 1'-011 CERAMIC TILE MAINTAIN 9" TOE CLEARANCE AT FRONT PARTITION AND SIDE PARTITION 19'W x 1711d ACCESSIBLE LAVATORY PER 2014 FBC RE: INT. FOR ACCESSIBILITY CODE WALL FINISH 604.8.1.6 PROVIDE FLUSH CONTROLS ON OPEN SIDE OF WATER CLOSET 6" T-0" u 10.2 U) J O Q _ ~ m ----------- ---- Z W m z — Cl)co X ------------- co LJJ M 0 1� Q O of H EQ I EQ 41 EQ I EQ T-1" T-3" 1" 3'-2" 1" T-O" T-1" NOTE: SEE 4/ACO-2.1 FOR ACCESSIBLE TOILET COMPONENT REQUIRED DIMENSIONS #11411 E N'S SOUTH 4= 1'-011 LAVATORY TO COMPLY WITH FAC SECTION 606 RE: INT. FOR WALL FINISH KNEE SPACE PER FAC - SECTION 306.3 r— O 0 M II M o O ff m 6- 5'-01/2" 2'-01/2" T-1" T-1" CUSHION WRAP EXPOSED PIPING PER FAC SECTION 606.5 3'-1" 1" 3'-1" 1" T-T' Tr T-1" 13'-7" NOTE: SEE 4/ACO-2.1 FOR ACCESSIBLE TOILET COMPONENT REQUIRED DIMENSIONS r,-'�_WWOMEN'S NORTH MAINTAIN 9" TOE CLEARANCE AT FRONT PARTITION AND SIDE PARTITION 1 /41'= 1'-011 WOMEN'S SOUTH TILE A ro LAVATORY TO COMPLY WITH FAC SECTION 606 KNEE SPACE PER FAC SECTION 306.3 CUSHION WRAP EXPOSED PIPING PER FAC SECTION 606.5 CERAMIC TILE MAINTAIN 9" TOE CLEARANCE AT FRONT PARTITION AND SIDE PARTITION 1 RE: INT. FOR WALL FINISH CERAMIC TILE O W w F— Z W W NOTE: SEE 4/ACO-2.1 FOR ACCESSIBLE TOILET COMPONENT REQUIRED DIMENSIONS MEWS EAST 1/411 = 1'-011 19'W x 17"d ACCESSIBLE LAVATORY PER 2014 FBC RE: INT. FOR ACCESSIBILITY CODE WALL FINISHES CERAMIC TILE 604.8.1.6 PROVIDE FLUSH CONTROLS ON PROVIDE FLUSH (� OPEN SIDE OF WATER CLOSET >.2 CONTROLS ON OPEN SIDE OF WATER CLOSET W In ~ O of J O m ~ m m z of w M m z w z < z - of , in (D co 6jco Q' Z f") (9 00 Q' o o NOTE: SEE 4/ACO-2.1 FOR ACCESSIBLE TOILET COMPONENT REQUIRED DIMENSIONS WOMEN'S EAST . RE: INT. FOR MAINTAIN 9" TOE CLEARANCE WALL FINISHES AT FRONT PARTITION AND _ SIDE PARTITION CERAMIC TILE CERAMIC TILE II f I i 1 z i - I z 3 - Lij NOTE: SEE 4/ACO-2.1 FOR ACCESSIBLE TOILET COMPONENT REQUIRED DIMENSIONS WOMEN'S WEST ----------- I 1 , VVV I 1 I 1 1 4 1 i t 1 , 1 1 1 1 � i i 1 1 t � 1 IV' _ ----202 N -- -- 4n •--r--------'fir ------ _-- N MEN'S ; *=I! o 4 •--'---- --- '�-------------' t W ---- I 1 --7---------7---=��•_ HALL ; - 1 1 I 1 . 1 1 �I I----------------- ti ENLARGED TOILET PLAN 1 /411 = 1'-011 WORK ROOM WEST V 1 /4" = 1'-0" co N M 0 N LOCATION OF ACCESSIBLE WORK SURFACE, PER FAC SECTION 902 WORK ROOM NORTH 1 /4" = 1'-011 KEYNOTES 10.1 TOILET / URINAL SCREEN, RE: INTERIORS 10.2 GRAB BAR 10.3 TOILET PAPER DISPENSER 10.5 MIRROR PER INTERIORS 10.21 SEMI -RECESSED PAPER TOWEL DISPENSER AND TRASH 11.1 SIDE -BY -SIDE REFRIGERATOR / FREEZER 11.2 DISHWASHER 11.17 COUNTERTOP MICROWAVE, MAINTAIN ACCESSIBLE CLEAR FLOOR SPACE AND REACH RANGES 22.4 FLOOR DRAIN. RE: PLUMBING 22.6 DOUBLE BOWL KITCHEN SINK 22.7 SINK, RE: PLUMBING/INTERIORS 22.17 URINAL, RE: PLUMBING 22.19 WALL -HUNG WATER CLOSET, RE: PLUMBING 23.8 iAIR CONDITIONER UNIT, RE: MECHANICAL NOTES: • REFERENCE SHEET ACO-1.0, ACO-2.0 & ACO-2.1 FOR CODE COMPLIANCE • COORDINATE WITH INTERIORS FOR STYLE, FINISH, AND EXTENTS OF TILE J YOGA MECH. O N N T-0 1 /2" _ ACCESSIBILITY LEGEND REFERENCE ACCESSIBILITY DETAILS ON ACO-2.0 - ACO-2.1 60" PLAN INDICATES GRAB BAR REINFORCEMENT LOCATION. 12" 36" 12" 48" N 1 1 •---------------• I 1 1 i 1 II 1 O 1 1 tD 1 1 \ I fo 1 1 M i 1 --------------: \\ 1 1 / 1 1 --------------------- � 1 1 i I CLEAR FLOOR SPACE (CFS) CIRCULAR TURNING SPACE T-SHAPED TURNING SPACE 54" 18" 36" 48" 36" 12" 36" 1 4 1 1 I1 1 1 I ,1 1 1 I 1 1 Nln 1 1 I Nln 1 1 1 1 1 1 1 I i 1 1 i 1 1 I 1 O t I 1 aD 1 1 00 I 1 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 I 1 1 1 1 I 1 1 I i 1 1 1 I 1 1 I i I 1 1 I 1 IIV I 1 I- �VI-1----------- 1 FRONT APPROACH - PULL SIDE FRONT APPROACH - PULL SIDE FRONT APPROACH - PULL SIDE LATCH AND CLOSER 72" 78" 36" 36" 42" 36' 58 •----------------------- 36" 22„ 1 1 I I I I I 1 1 i 1 I I 1 I I I 1 4 1 O 1 I 1 1 I 1 1 I 1 1 I 1 I I 1 N 1 I 1 1 I I �: 1 I 1 - 1 I 1 1 I 1 1 I t I i I 1 I I 1 UII-------------- I/III-------------------- tlX---------=----- HINGE APPROACH - PULL SIDE HINGE APPROACH - PULL SIDE HINGE APPROACH - PUSH SIDE DECREASED DEPTH 70" 60" 60" 12" 36" 22" 36" 24" 24" 36" J •------------------- -------------- 1 I 1 I I I I I I 1 1 I 1 - 1 • I I I 1 1 I 1 I I 1 1 I 1 1 1 1 1 1 I 1 ao 1 1 00 1 1 1 1 � I I 1 1 I 1 1 I I 1 i t I 1 I 1 1 I I 1 1 I 1 1 I 1 1 I 1 1 I I 1 i 1 1 :x '1�(I I I ----I 1 X I I 1 I I XI : _ I 1 HINGE APPROACH - PUSH SIDE LATCH APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE LATCH AND CLOSER WITH CLOSER 60" 60" 60" 24" 36" 24" 36" 18" 42" ;----- ------------- 1. •-------------------------------------- • 1 1 I I I 1 1 I t 1 1 1 1 1 ao 1 I t LO 1 1 N 1 I 1 i I 1 1 1 1 I 1 t I 1 1 1 1 1 � ' I 1 1 1 1 ---------- -- ---------------: kY_---------------� LATCH APPROACH - PUSH SIDE LATCH APPROACH - PUSH SIDE WATER CLOSET- TYPE A WITH CLOSER 60" 48" 181, 42" 18" 30" -------------------- 1 1 1 1 r--------------t I I 1 1 I I I 1 1 1 I 1 I I f0 1 1 I 1 (0 Lo 1 I 1 1 I 1 I 1 I 1 1 I 1 I x►VII__ _________; . WATER CLOSET - TYPE A WATER CLOSET - TYPE B OVERLAP EXCEPTION PARALLEL APPROACH goo KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com �VTJ H H O U V / O O ............OF F,�,R . � vA�F•' .-y 849 sTFAED •A¢G�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title ENLARGED PLANS & ELEVATIONS Sheet Number ACSml m o 4$' ju)AX�ILSP$_ALr_EWJoOR 3IT'_WN. _L13ES_000R------- 2ff'_WU. _TENANTJ?ODB_ _ _-- 161 MIIN.pARCEL-D99R-___- FRAME THREE END MAILBOXES 2" LOWER. LINE OF FLOOR V.I.F. PRIOR TO INSTALLATION WITH LOCAL SLOPE START USPS GROWTH COORDINATOR FOR HEIGHT TOLERANCES AT SLOPING FLOOR I 1 =I=) I� IIII� �I I'�I' 70 1�1 I� � k,�.d ate.• k..:.d II I 11 I I �� 11 M M II MIM I I M-M I I. �Im r • MAIL ROOM • . SOUTH 1 /411 = 1'-011 48" MAX. USPS ACCESS DOOR 36" MIN. USPS DOOR______ 28"MIN_TENANT DOOR ____ � u� 15" MIN. PARCEL DOOR FRAME THREE END MAILBOXES 2" LOWER. V.I.F. PRIOR TO INSTALLATION WITH LOCAL USPS GROWTH COORDINATOR FOR HEIGHT TOLERANCES AT SLOPING FLOOR LINE OF FLOOR SLOPE START I I �1010FM 1 1' - -- •O 1•- 4. MAIL ROOM SOUTH 1 /411 = 1'-011 LINE OF FLOOR SLOPE START FRAME THREE END MAILBOXES 2" LOWER. V.I.F. PRIOR TO INSTALLATION WITH LOCAL USPS GROWTH COORDINATOR FOR HEIGHT TOLERANCES AT SLOPING FLOOR _4$'X�USP�SAGQESsG DOOR _ -- -- — — 3IT1ullN_U.SE119_000f-------- - -- - -- ° -- 2TJMiN._TENANT=JR______ - - -- - - If- MIN. PARC-EA D99R--___- -- - -- 0.5% _ -1 a - MAIL ROOM NORTH 1 /411 = 1'-011 FRAME THREE END MAILBOXES 2" LOWER. V.I.F. PRIOR TO INSTALLATION WITH LOCAL USPS GROWTH COORDINATOR FOR HEIGHT TOLERANCES AT SLOPING FLOOR LINE OF FLOOR I SLOPE START / WN I CI 000100 11min W. �ON � 3 36"MIN. USPS �••- I III I �I I� III �h_ l I�I� 13 �i ' �� C7 _ �� ��� �� =W1 3 G pool I�=11 Mh1 IS=11 1 11..=1= I'.. go 0101 IN oil IN A I I 1 /411 = 1'-011 MAIL ROOM EAST 9 1 /411 = 1'-011 �_l DUCT, RE: MECH. NOTE: • MAILBOXES BASED ON FLORENCE MODEL 4C06D-10. PROVIDE REQUIRED 280 MIN. MAILBOXES; 280 MAILBOXES SHOWN. PARCEL BOXES PROVIDED BY PARCEL LOCKER. ACCESSIBLE MAILBOXES, OUTGOING MAIL SLOTS, 81 PARCEL BOXES: MAILBOXES: AMOUNT REQUIRED (ALL UNITS) - 280 1 AMOUNT PROVIDED - 280 MAIL SLOTS: AMOUNT REQUIRED - 3 1 AMOUNT PROVIDED - 28 PARCEL BOXES: AMOUNT REQUIRED - 6 1 AMOUNT PROVIDED - 28 ENLARGED MAIL ROOM PLAN 1 /411 = 1'-011 NOTE: SEE 11/ACO-2.0 FOR ACCESSIBLE KITCHEN SINK DIMENSIONS. DKITCHEN EAST 2 1 /411 = 1'-011 NOTE: SEE ACO-2.0 FOR ACCESSIBLE KITCHEN SINK DIMENSIONS. �14T�T�EN WESTppppppp op 1 DUCT, RE: MECH. 30" WIDE WORK SURFACE PER 2010 ADA STANDARDS 30" WIDE WORK SURFACE PER 2010 ADA STANDARDS 'a TABLE, RE: INTERIORS ENLARGED KITCHEN PLAN 1 /4" = 1'-011 KEYNOTES 6.5 PANTRY 6.16 KITCHEN ISLAND, RE: INTERIORS 10.11 MAIL BOXES; BASED ON FLORENCE MODEL 4CADD-10; PROVIDE MIN. 280 MAILBOXES; 280 MAILBOXES SHOWN 11.1 SIDE -BY -SIDE REFRIGERATOR / FREEZER 11.2 DISHWASHER 11.16 PACKAGE CONCIERGE, BASIS OF DESIGN: PACKAGE CONCIERGE PC7-70 22.6 DOUBLE BOWL KITCHEN SINK 22.13 FIBERGLASS SHOWER PAN (42" X 38') 23.8 JAIR CONDITIONER UNIT, RE: MECHANICAL ACCESSIBILITY LEGEND REFERENCE ACCESSIBILITY DETAILS ON ACO-2.0 - ACO-2.1 60" PLAN INDICATES GRAB BAR REINFORCEMENT LOCATION. 12" 36" 12" ------- I I I 48' N 1 1 i i •---------------' 1 I \ f ._- 1 1 II 1 O 1 1 C9 1 1 1 1 1 1 ------------------ I 1 t 1 1 1 CLEAR FLOOR SPACE (CFS) CIRCULAR TURNING SPACE T-SHAPED TURNING SPACE 54" 18" 36" 48" •-----------------• 36" 12„ 36„ 1 I n 1 I I db 1 1 I GGG 1 1 I I I 1 1 I II 1 1 I I 1 � I I I Nln 1 1 I 1 I I 1 1 VV 1 1 I 1 1 1 1 I 1 1 1 1 1 1 O � 1 1 t I 1 I I 00 1 I 1 1 I 1 1 I I I 1 I I 1 1 1 1 I 1 I 1 1 I 1 1 I 1 1 I 1 I 1 1 I 1 :IV I I I 1 1 I 1 =___-___ I I V 1 IV1 I 1 FRONT APPROACH ,PULL SIDE FRONT APPROACH - PULL SIDE FRONT APPROACH - PULL SIDE LATCH AND CLOSER 72" 78" 36" 36" 42" 36" 58" •-----------------------• 36" 22„ 1 I 1 1 I 1 1 1 1 I 1 1 4-------------------- 1 1 I 1 1 I I I I t 1 I 1 I I 1 1 + I 1 I I 1 1 I 1 1 I 1 O I I 1 �In I I 1 I I 1 1 I t 1 I 1 1 I 1 N 1 I 1 1 1 1 1 I 1 1 I 1 1/II 1✓III •IX HINGE APPROACH - PULL SIDE HINGE APPROACH - PULL SIDE HINGE APPROACH - PUSH SIDE DECREASED DEPTH 70" 60" 60" 12" 36" 22" 36" 24" 24" 36" •-------------------• I I 1 1 1 I 1 1 I + /1_, 1 1 1 1 1 1 I I I I +' 1 I 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 I 1 LO 00 � f I 1 I 1 I I 1 I 1 1 1 1 I I I 1 1 I 1 1 I 1 1 t I 1 I 1 1 I I 1 x I XII IXII HINGE APPROACH - PUSH SIDE LATCH APPROACH - PULL SIDE LATCH APPROACH - PULL SIDE LATCH AND CLOSER WITH CLOSER 60" 60" 60" 24" 36" 24" 36" 18" 42" r------------------i 1 1 1 I 1 1 1 I I 1 I 1 1 1 1 1 I 1 I I 1 1 1 I I I I I t f0 1 1 t I 1 I I I I 1 fV I I 1 1 1 I 1 1 1 I 1 t I 1 1 1 I I I I 1 1 1 CIII---------------IV --------------V ---------------j LATCH APPROACH - PUSH SIDE LATCH APPROACH - PUSH SIDE WATER CLOSET - TYPE A WITH CLOSER 60" 48" 18" 42" 18" 30" •------------------• 1 1 1 I 1 I 1 1 1 1 t t 1 1 t t 1 1 1 1 1 t t t f0 I 1 1 1 (0 1 1 (O 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 � � ------------ x_v_I I -- -------- WATER CLOSET - TYPE A WATER CLOSET - TYPE B OVERLAP EXCEPTION PARALLEL APPROACH Ila En KE P H A RT community ■ planning ® architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com MENEEMENE VJ H U O O V ..0 '..... VA 849 sTFRFD •AR��� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title ENLARGED PLANS & ELEVATIONS Sheet Number AC5ml. m 1 M 1 T I 7A: f i II B B I I A A I I c z E. CLUBHOUSE PARTIAL ELEV 1 7.1 7.2 9.15 1ST FLOOR PLATE 111'-1 1/8" REP 6.24 —1 ST FLOOR 100'-0" KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 6.24 BERMUDA SHUTTERS 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E COMPOSITE ASPHALT SHINGLE 12" 5" R-38 ROOF INSULATION - — - — - — ------------� ' 1 C740 z = g TcD a • w " w x • w — - — - — - ---------� CEMENTITIOUS SOFFIT BOARD SIM. 1 HEADER, RE STRUCT. C741 BERMUDA SHUTTERS 2 C7-4.1 CEMENTITIOUS TRIM HEADER, RE STRUCT. FITNESS 2 C7-2.0 • 'c 0 LEI I — _� � �_� � �_� � �_ � �� •-'-'' = :- •- :• •-4 ' . � I I=III �—I � I I l—I I I —I I I —I I I—r I. ;_ EEI I I I —I I I- -III—III—III=111� STRUCT.' .I- -� I I —III —III —I I �� .-• -. " •_ •� I I—� � I—� � I —I I I I I III III III I I. '• % ' � � �. � I I -III -III= 0 Q w VINYL WINDOW WITH LOW-E GLAZING, RE: SCHEDULE 9 0 z 1X6 CEMENTITIOUS TRIM 2X P.T. SILL PLATE SET ON SILL SEALER W/ ANCHOR BOLT, RE: STRUCT. CEMENTITIOUS PANEL WAINSCOT SIDING CONCRETE GRADE BEAM, RE: STRUCT. VAPOR BARRIER FINISH GRADE, RE: CIVIL CLUBHOUSE WALL SECTION 1 1" = 1'-0" 1ST FLOOR PLATE 111'-1 1/8" n 1ST FLOOR 100'-0" noun KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com U (� O O H OF FLO VA N • CO �F y 849 •: sTFAED •AR�';�` No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WALL SECTIONS Sheet Number AC6ml. m0 I CLUBHOUSE PARTIAL ELEV 2 1 /2" = 1'-0" 2ND FLOOR PLATE 122'-9" 2ND FLOOR 112'-7 7/8" � M (D 1ST FLOOR PLATE 111'-1 1/8" 1 ST FLOOR 100'-0" CLUBHOUS 1 1 /2" = 1'-0" E WALL SECTION 2 KEYNOTES 5.6 42" HIGH GUARD RAIL, SEE DETAILS 6.22 5/4" X 6" FIBER CEMENT TRIM 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 8.7 EXTERIOR FULL-LITE SWING DOOR WITH LOW-E GLAZING RE: DOOR SCHEDULE 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E 9.16 1514X4 FIBER CEMENT FRIEZE BOARD 9.22 5/4X6 FIBER CEMENT FRIEZE BOARD 9.25 1 FIBER CEMENT PANEL SIDING COLOR-E 2ND FLOOR PLATE 122-9" 2ND FLOOR 112'-7 7/8" n ST FLOOR PLATE 111'-1 1/8" 1ST FLOOR 100'-0" Igo KEPHART community ■ planning ® architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W H O U O � `.J F• Ft O 'C OF i vArii • �F•...,y 849 �TFRED •AR�'�` No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WALL SECTIONS Sheet Number AC6=1 A f C 23.6 12" 5" 12" 5" ' IIL L --7 -�11 H ' A A A A I - EQ. - EQ. - - - - - 04 200 A \ A i zi&_ L CLUBHOUSE PARTIAL ELEV 3 1 /2" = 1'-0" 9.15 7.1 7.2 9.15 9.22 9.25 - 2ND FLOOR PLATE 122'-9" 9.16 _ - 2ND FLOOR 112'-7 7/8" n _ _ 1ST FLOOR PLATE 111'-1 1/8" _ _ -COLUMN PLATE 110'-1 1/8" _ 9.26 8.7 8.4 6.22 s.10 9.7 9.23 9.13 _ - 1ST FLOOR 10.0'-011 n CLUBHOUSE WALL SECTION 3 1 /2" = 1'-0" KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 7.8 STANDING SEAM METAL ROOF 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 8.7 EXTERIOR FULL-LITE SWING DOOR WITH LOW-E GLAZING RE: DOOR SCHEDULE 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E 9.16 5/4X4 FIBER CEMENT FRIEZE BOARD 9.22 5/4X6 FIBER CEMENT FRIEZE BOARD 9.23 5/4X10 FIBER CEMENT TRIM BOARD 9.25 FIBER CEMENT PANEL SIDING COLOR-E 9.26 5/4X12 FIBER CEMENT TRIM BOARD 23.6 ROOF ATTIC VENT 2ND FLOOR PLATE 122'-9" n - 2ND FLOOR 112'-7 7/8" 1ST FLOOR PLATE 111'-1 1/8" COLUMN PLATE 110'-1 1/8" 1ST FLOOR 100'-0"� ® ' 13 KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J H O U U, O O � V OF•Fto VA N � tF� 849 r RED •aR�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JIG Title WALL SECTIONS Sheet Number AC6ml m2 3 1 y _ CLUBHOUSE PARTIAL ELEV 4 2) 3/4" = 1'-0" 2=7 7/8� 1_1 118" � R 100'-0" � CLUBHOUSE WALL SECTION 4 3/4" = 1'-0" KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 7.8 STANDING SEAM METAL ROOF 8.4 VINYL WINDOW W/ LOW E INSUL. GLAZING. COLOR: WHITE. 8.7 EXTERIOR FULL-LITE SWING DOOR WITH LOW-E GLAZING RE: DOOR SCHEDULE 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E 9.26 5/4X12 FIBER CEMENT TRIM BOARD 23.6 ROOF ATTIC VENT STANDING SEAM METAL ROOF PRE -FABRICATED WOOD TRUSS METAL GUTTER, PAINT TO MATCH FASCIA VENTED CEMENTITOUS SOFFIT BOARD R-38 ROOF INSULATION 2ND FLOOR 112'_7 7/8" � 5/4X12 CEMENTITOUS BELLY BAND LOOR PLATE 11 T-1 1/8" DOOR HEADER, RE: STRUCT. HM FULL-LITE ENTRY DOOR 10" LAP SIDING BEYOND 5/4X6 CEMENTITIOUS CORNER TRIM BEYOND 1X6 CEMENTITIOUS TRIM CEMENTITIOUS PANEL WAINSCOT SIDING CONCRETE GRADE BEAM, RE: STRUCT. VAPOR BARRIER CONCRETE WALK, RE: CIVIL 1ST FLOOR 100'-0" V4 KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kepharLcom r4 H n O U v J V 1 V �E © • Ft 0 VA 849 RED •ARG No. No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WALL SECTIONS Sheet Number AC6ml .3 1 AC6-1.4 I T FLOOR PLATE 111'-1 1/8� 1ST FLOOR 100'-0" /1 CLUBHOUSE PARTIAL ELEV 5 CLUBHOUSE WALL SECTION 5 3/4" = 1'-0" KEYNOTES 6.22 5/4" X 6" FIBER CEMENT TRIM 7.1 COMPOSITE ASPHALT SHINGLES 7.2 METAL GUTTER, PAINT TO MATCH FASCIA 8.10 INSULATED ALUMINUM OVERHEAD GARAGE DOOR, RE: DOOR SCHEDULE 9.7 FIBER CEMENT SIDING W/ 10" EXPOSURE COLOR -A 9.10 FIBER CEMENT TRIM 1X6 COLOR-E 9.13 FIBER CEMENT WAINSCOT SIDING COLOR-E 9.15 FIBER CEMENT 1X8 FASCIA BOARD COLOR-E ST FLOOR PLATE 111'-1 1/8" /1 1ST FLOOR 100'-0" MIND In KEPHART community a planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W H O U U, O O � V � O FF ......... R 5VA NCF� . 849 t� �TF�ED.... . No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 .lob Number 216032 Drawn By CH Checked By JIG Title WALL SECTIONS Sheet Number AC6=1,24 INEERED WOOD TRUSS, RE: STRUCT. STEM: ITE ASPHALT SHINGLES ON DERLAYMENT ON STRUCTURAL NG (RE: STRUCT) JLATION UTTER, PAINT TO MATCH FASCIA NTITIOUS FASCIA. PAINT. ND FLOOR PLATE 122'-9" n ITIOUS SOFFIT 7 INSULATION AT LS - FILL CAVITY CRETE ON STRUCTURAL ING ON PRE-ENGINEERED WD GISTS, RE: STRUCT. U LATI ON _ 2ND FLOOR 112'-7 7/8" n FLOOR PLATE 111'-1 1/8" ZE: STRUCT. :D SOFFIT, RE: RCP & INTERIORS 0 2X P.T. SOLE PLATE, RE: STRUCT. CONCRETE SLAB, RE: STRUCT. VAPOR BARRIER 1ST FLOOR 100'-0" CLUBHOUSE WALL SECTION 6 Mugu 03 KEPHART community m planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J W H H O U uo O v J V J V © • Fto VAN . co s49 ?, STFRED.A�G�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WALL SECTIONS Sheet Number AC6ml, 3/4" = 1'-0" INSTALL CONTINUOUS STRIP OF WEATHER RESISTIVE BARRIER ON THE FACE OF THE \�\ \ STRUCTURE AND ~ \\.,.. \ ADJACENT WALL CAREFULLY PUNCTURE SHEATHING, CLEANLY CUT AWAY BUILDING PAPER @ \ �\ POINT OF PENETRATION. ATTACH BUILDING PAPER SNUG TO SHEATHING AROUND KE P H A RT PENETRATION. community ■ planning ■ architecture \ 1 STEP 1 2555 WALNUT STREET K DENVER, COLORADO 80205 _ 1 AFTER PENETRATING SHEATHING & www.kephart.com INSTALLING ANY REQUIRED SEALANTS OR FIRE CAULKING, APPLY (1) STRIP OF 6" WIDE BY 12" r LONG, 25 MIL SELF-ADHESIVE FLASHING TAPE i I (PIECE 1) AS SHOWN (FLEXIBLE FLASHING ' I PREFERRED). BE SURE THAT 1 1/2" MIN. OF �� FLASHING MEMBRANE WRAPS OVER SIDE OF I I 6 6° 1 ' PENETRATION FULLY. INSTALL ONE-PIECE, I j 8" 26 GA, METAL FLASHING SOLDERED AS REQ'D. 8" 4 STEP 1 STEP 3 I 4" WIDE BY 12" LONG 1) STRIP F 6 \ 6 6" \\ 25 MIL SELF APPLY O -ADHESIVE FLASHING TAPE (PIECE 61 2) AS SHOWN VERTICALLY ALONG LEFT SIDE OF PENETRATION FLEXIBLE FLASHING �\ � ;\ • ~� '��., ~ �; 6" � � __ PREFERRED). BE SURE THAT 1 1!2" MIN OF � FLASHING MEMBRANE WRAPS OVER SIDE OF 3 PENETRATION FULLY AND OVER PIECE #1. ' \\ STEP 2 NEXT, APPLY (1) STRIP OF 6" WIDE BY 12" \\ `� LONG 25 MIL SELF-ADHESIVE FLASHING TAPE v J (PIECE 3) AS SHOWN VERTICALLYALONG j RIGHT SIDE OF PENETRATION (FLEXIBLE INSTALL WALL -TO- I K�I FLASHING PREFERRED). BE SURE THAT 1 DECK 26 GA. "L" I 1 I �l METAL FLASHING 1!2" MIN OF FLASHING MEMBRANE WRAPS 1 ► I OVER SIDE OF PENETRATION FULLY AND 1 OVER PIECE #1. STEP:2 STEP 4 ►—� • � I O - STEP 3 \\ ' FINALLY, APPLY (1) STRIP OF 6" WIDE BY 12" F y A\VAS \ \ \~ LONG 25 MIL SELF-ADHESIVE FLASHING TAPE : (PIECE 4) AS SHOWN HORIZONTALLY ALONG RIGHT SIDE OF PENETRATION (FLEXIBLE n , STEP 4\\ FLASHING PREFERRED). BE SURE THAT 1 1/2" (NOT SHOWN) SIDE OF ENETRATIONF FULLY AND OVER OVER MIN OF FLASHING MEMBRANE WRAPS INSTALL ALL COMPONENTS OF DECK PIECES #2 & #3. WATERPROOFING SYSTEM SHOWN IN DETAILS AND PLACE CONCRETE ON WATERPROOFED DECK STEP 5 s r SHINGLE WRB OVER METAL 1 FLASHING AND WRB FROM STEP 1 I I 1 \ I li I STEP 1: INSTALL PIECE OF WEATHER RESISTIVE BARRIER AROUND BEAM POCKET, MAKE / I MANUFACTURER'S STANDARD CUT AT OPENING AND FOLD FLAPS INTO BEAM POCKET. STEP 2: INSTALL SELF -ADHERED SILL FLASHING, CUT AND FOLD INTO BEAM POCKET PER MANUFACTURER'S RECOMMENDATIONS. STEP 3: INSTALL SELF -ADHERED JAMB FLASHING AT SIDES OF BEAM POCKET, LAP OVER SILL I I FLASHING AS INDICATED AND RETURN INTO BEAM POCKET. STEP 4: INSTALL SELF -ADHERED CORNER FLASHING OVER JAMB AND SILL FLASHING AS INDICATED. Imo' �y STEP 5: SET BEAM AND WRAP WITH STRIPS OF SELF -ADHERED FLASHING AS INDICATED, FLASHING TO EXTEND MINIMUM 2" ONTO BEAM. gg \ ,; AIL TARGET FLASHING AT BEAM POCKET WALL PENETRATION DETAIL I OF_Fto STEP 5 VANt�-p 849 ?t CORNER AT WALL EDGE FLASHING 5 n _ n OPEN HEM sT•., �\ 3/4 - 1 -0 'RED ARG CUT HEM BACK 3" i I 3 - FOLD VERTICAL FLANGE TOWARD FRONT EDGE 90° No. Date Issue ��-03.03.2017 PERMIT SETm a m 2 0 3„ m 2 - FOLD UP FLANGE 90° 041 I o m t I Project Architect DV # I 1 - CUT ALONG a CONTINUOUS FLEXIBLE SEALANT BEND AND CUT I Project Designer DV/JG 1�- L t a OFF TAB ~ 1 I ci SLIDE ADJOINING HEMMED PIECE OVER Date r I CUT PORTION INTO SEALANT I 2017.02.24 a ' 6x18" WATERPROOF MEMBRANE ���� Job Number 216032 STRIP. APPLY LAP SEALANT AT I I `u 2 EDGES I `"— f �Q Drawn By CH Checked By JG Title i WALL FLASHING DETAILS `N O 8" x 10" 28 GA. BASE FLASHING Sheet Number G oil FLASHING OVERLAP DETAIL TYP. HEM LOCK FLASHING TYP. WALL FLASHING END DAM V 3" = 11-0" 4 3�� = 1'-0" 3" = 1'-0" AC7=1 ■ 0 O U I I a.•°. 4 I A • "`'I _ • - :• _ W � ..: !III= • I aI- :•, a " ----- _ -- - - - - - _ I _ II IIIIIII IIII I II WATERSTOP AT POUR JOINTS CAST IN PLACE CONCRETE WALL, RE: STRUCT. GRAVEL FLUID -APPLIED WATERPROOFING; INSTALL PER MANUFACTURER'S RECOMMENDATIONS VERTICAL DRAINAGE COMPOSITE BOARD TO TIE IN TO CIVIL DRAIN, RE: CIVIL. ENSURE COMPATIBILITY W/ WATERPROOFING; INSTALL PER MANUFACTURER'S RECOMMENDATION ELEVATOR SUMP PIT METAL GRATE WATERSTOP AT POUR JOINTS VAPOR BARRIER (-------------------------) ELEVATOR SUMP PIT ELEVATOR PIT & SUMP WATERPROOFING 1 It = 1'-011 GENERAL VENT PIPE NOTES: 1. REFER TO RADON MITIGATION SYSTEM NOTES FOR ADDITIONAL INFORMATION REGARDING MATERIALS, CONTINUITY, PENETRATIONS AND SEALING. *SEE ROOF PLAN FOR ADDITIONAL NOTES* 4" PVC PIPE EXTEND THROUGH ROOF. 4" PVC PIPE, EMBEDDED IN T.O. GAS GAS PERMEABLE LAYER, PERMEABLE EXTEND 20' FROM RISER. LAYER 10'-0" MIN. 10'-0" MIN. RADON MITIGATION SYSTEM: GENERAL A. THIS PROJECT IS LOCATED IN A GEOGRAPHIC AREA KNOWN TO HAVE THE PRESENCE OF RADON IN THE GROUND. HOWEVER, IT IS UNKNOWN IF RADON IS ACTUALLY PRESENT AT THIS SITE LOCATION OR IF THESE MITIGATION MEASURES ARE NECESSARY OR SUFFICIENT TO MITIGATE THE PRESENCE OF RADON. B. THE MEASURES OUTLINED HERE ARE INTENDED TO AFFORD THE USER OF THE PROPERTY A SYSTEM TO MITIGATE POTENTIAL RADON GAS IF THE GAS IS FOUND TO BE PRESENT AT THE SITE AND WITHIN THE HABITABLE SPACES WITHOUT THE NEED FOR EXTENSIVE REMEDIATION MEASURES. C. THE RADON MITIGATION SYSTEM SHALL INCLUDE A PASSIVE SUB -SLAB DEPRESSURIZATION SYSTEM AND ABOVE SLAB VENTILATION SYSTEM THAT CAN BE MODIFIED AT A LATER DATE TO BE ACTIVE IF NECESSARY. D. POST CONSTRUCTION TESTING IS REQUIRED. IF TESTING RESULTS AT OR ABOVE THRESHOLD, CONVERSION FROM A PASSIVE SYSTEM TO A FAN -POWERED SYSTEM PURSUANT TO ASTM E 1465-08a (OR MOST RECENT EDITION) IS REQUIRED. DEFINITIONS A. RADON MITIGATION: SHALL INCLUDE MEANS AND METHODS AS REQUIRED TO REDUCE RADON IN HOMES AS FAR AS PRACTICAL BELOW 4 PICOCURIES PER LITER OF INDOOR AIR. REFERENCES A. UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA) GUIDE ON HOW TO BUILD RADON -RESISTANT HOMES ASTM E1465-08a OR MORE RECENT VERSION B. GEOGRAPHICAL POTENTIAL RADON ZONE: ZONE 3 AS DETERMINED BY THE U.S. GEOLOGICAL SURVEY. MATERIALS A. SEALANT: POLYURETHANE CAULK. B. SUBFLOOR AGGREGATE: A UNIFORM LAYER OF CLEAN AGGREGATE, A MINIMUM OF 4 INCHES THICK. THE AGGREGATE SHALL CONSIST OF MATERIAL THAT WILL PASS THROUGH A 2 INCH SIEVE AND BE RETAINED BY A 1/4 INCH SIEVE. IN BUILDINGS WHERE INTERIOR FOOTINGS OR OTHER BARRIERS SEPARATE SUB -GRADE AREAS, PENETRATIONS THROUGH THE INTERIOR FOOTING OR BARRIER EQUAL TO A MINIMUM OF 12 SQUARE INCHES PER 10 FEET OF BARRIER LENGTH SHALL BE PROVIDED. A MINIMUM OF TWO PENETRATIONS SHALL BE PROVIDED PER SEPARATION AND BE EVENLY SPACED ALONG THE SEPARATION. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. C. VENT PIPE RISER: A MINIMUM 4 INCH DIAMETER ABS OR PVC GAS -TIGHT PIPE SHALL BE EMBEDDED VERTICALLY INTO THE SUB -SLAB AGGREGATE OR OTHER PERMEABLE MATERIAL BEFORE THE SLAB IS CAST. A'T FITTING OR EQUIVALENT METHOD SHALL BE USED TO ENSURE THAT THE PIPE OPENING REMAINS WITHIN THE SUB -SLAB PERMEABLE MATERIAL. D. UNDER SLAB VAPOR BARRIER: CLASS A, 10-MIL SHEETING - STEGO INDUSTRIES "STEGO WRAP CLASS A VAPOR RETARDER". SPLICING TAPE SHALL BE 4" WIDE, 9-MIL THICK SELF -ADHERING - STEGO INDUSTRIES "STEGO TAPE". EXECUTION: ALL RADON PASSIVE VENT INSTALLATION, MITIGATION AND TESTING SHALL BE CONDUCTED BY A RADON PROFESSIONAL CREDITIALED BY THE NATIONAL RADON PROFICIENCY PROGRAM (NRPP) OR NATIONAL RADON SAFETY BOARD (NRSB). UPON COMPLETION OF THE PROJECT. A CERTIFICATE OF COMPLETION MUST BE ISSUED BY THE CREDENTIAL RADON PROFESSIONAL SUPERVISING THE PROJECT. A. PROVIDE VAPOR BARRIER UNDER SLAB -ON -GRADE FOUNDATIONS. MEMBRANE SHALL BE INSTALLED OVER GRAVEL BEDDING AND SHALL BE EXTENDED OVER VENT PIPING FLANGE AND SHALL BE SEALED TIGHT TO THE VENT PIPE. LAP SHEET MEMBRANE JOINTS A MINIMUM OF 12" AND CONTINUOUSLY TAPE AND SEAL ALL JOINTS WITH SPLICING TAPE. REPAIR ALL TEARS IN MEMBRANE SURFACE WITH SPLICING TAPE PRIOR TO PLACING CONCRETE. AL JOINTS AROUND PLUMBING TO BE TAPED TO INSURE VAPOR RESISTANCE. B. ALL RADON VENT PIPING SHALL RECEIVE A FULL BED OF SEALANT AROUND THE PERIMETER OF THE PIPE WHERE THE PIPE PENETRATES THE FOUNDATION. C. OPENINGS AROUND BATHTUBS, SHOWERS, WATER CLOSETS, PIPES, WIRES, OR OTHER OBJECTS THAT PENETRATE THE CONCRETE SLAB SHALL BE FILLED WITH A POLYURETHANE CAULK OR EQUIVALENT SEALANT APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. D. ALL CONTROL JOINTS, ISOLATION JOINTS, CONSTRUCTION JOINTS AND ANY OTHER JOINTS IN THE CONCRETE SLAB OR BETWEEN THE SLAB AND FOUNDATION WALLS SHALL BE SEALED WITH A CAULK OR SEALANT. GAPS AND JOINTS SHALL BE CLEARED OF LOOSE MATERIAL AND FILLED WITH POLYURETHANE CAULK OR OTHER ELASTOMERIC SEALANT APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. E. ALL VENTILATION PIPING SHALL BE INSTALLED AS A PASSIVE SYSTEM WITHOUT IN -LINE FANS. IF NECESSARY, THE PASSIVE SYSTEM SHALL BE PROVIDED WITH IN -LINE FANS IN ORDER TO CONVERT THE SYSTEM TO AN ACTIVE SYSTEM. F. PVC VENTILATION PIPING SHALL BE EXTENDED AND ROUTED TO AND THROUGH THE ROOF AND TERMINATED WITH AN APPROVED WATER TIGHT CAP THAT WILL ALLOW 200 CFM OF AIR TO BE MOVED THROUGH THE CAP IN CASE THE SYSTEM IS CONVERTED TO AN ACTIVE SYSTEM. G. RADON VENTILATION PIPING SHALL BE PERMANENTLY MARKED WITH 1-1/2 INCH LETTERING HAVE 1/4 INCH STROKES INDICATING "RADON MITIGATION PIPING". THE MARKINGS SHALL BE LOCATED AT THREE FEET ON CENTER AND SHALL BE CLEARLY VISIBLE IN THE ATTICS AND ABOVE THE ROOF. H. PROVIDE PLACARD NEAR EACH VENT PIPE READING: 'THIS RADON REDUCTION SYSTEM IS A PASSIVE SYSTEM. I. RADON VENTILATION PIPING MAYBE CONSOLIDATED WITHIN THE ATTIC SPACE TO REDUCE THE NUMBER OF PENETRATIONS. RADON MITIGATION 1 /2" = 1'-0" y1 /-2" l I N FLASHING #1 EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER CEMENTITIOUS WAINSCOT PANEL BATT INSULATION, FILL CAVITY TREATED 2X SILL PLATE SET ON SILL SEALER, TURN DOWN SEALER 2" ON FACE OF FOUNDATION - RE:STRUCTURAL SILL SEALER, TURN DOWN FOUNDATION SLAB 2" SELF -ADHERED FLASHING OVERLAPPING METAL; INSTALLED PER MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD CONCRETE WALK, RE: CIVIL GRAVEL EXPANSION JOINT FILL MATERIAL VAPOR BARRIER (-------------------------) PANEL SIDING TERMINATION AT WALK J3" = 1'-0" EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER CEMENTITIOUS WAINSCOT PANEL BATT INSULATION, FILL CAVITY TREATED 2X SILL PLATE SET ON SILL SEALER, TURN DOWN SEALER 2" ON FACE OF FOUNDATION - RE:STRUCTURAL SILL SEALER, TURN DOWN FOUNDATION SLAB 2" SELF -ADHERED FLASHING OVERLAPPING METAL; INSTALLED PER MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD GRAVEL FINISH GRADE- RE: CIVIL VAPOR BARRIER (-------------------------) PANEL SIDING TERMINATION AT GRADE 2 „_ , „ 3 -1-0 11/-2" EXTERIOR SHEATHING; RE: I I -"7 STRUCT. LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS N At WEATHER RESISTIVE BARRIER CONT. SEALANT 5/4X10 CEMENTITIOUS BASE TRIM FLASHING #1 TREATED 2X SILL PLATE SET ON \� SILL SEALER, TURN DOWN SEALER 2" ON FACE OF \`\ FOUNDATION - RE:STRUCTURAL SILL SEALER, TURN DOWN v 11/2" FOUNDATION SLAB 2" (-------------------------) SELF -ADHERED FLASHING dlli OVERLAPPING METAL; INSTALLED RK PER MANUFACTURER'S FLASHING #2 �� SPECIFICATIONS I 1 ` a, :; ;•. a GALVANIZED METAL FLASHING __ 1 _ r _ • WITH HEMMED EDGE; OVERLAP d• • R'- = �• " SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD • +r • ' , ' co g t ' ° -• ' FINISH GRADE- RE: CIVIL • • .• • , d : I ''• =I I (—III VAPOR BARRIER - • ------------------------- SIDING TERMINATION AT COLUMN 30LAP 3311 = 1'-011 ginIMEM KEPHART community a planning ■ architecture 2555 WALNUT STREET DENVER COLORADO 80205 www.kephart.com W H O U O 1"r"1 V J V ti OF FAO i . C,� VA N <F•• •-9 Cn r sTFRED 849 .: •PRG�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title FOUNDATION DETAILS Sheet Number AC7m2mO G 2X WOOD STUDS; RE: STRUCT. CEMENTITIOUS WAINSCOT PANEL CONT.SEALANT 2X2 TRIM, PAINT TO MATCH FIELD CONT. SEALANT SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS WEATHER RESISTIVE BARRIER ) EXTERIOR SHEATHING; RE: STRUCT. PANEL SIDING TO PANEL SIDING 3" = 1'-0" (1) LAYER 5/8" TYPE "X" GYP. BD. EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER ) CEMENTITIOUS WAINSCOT PANEL CONT. SEALANT 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS 9" SELF -ADHERED FLASHING AT CORNERS 4" MIN. EACH SIDE; INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2X WOOD STUDS; RE: STRUCT PANEL SIDING TO PANEL SIDING 3" = 1'-0" SELF -ADHERED FLASHING OVERLAPPING METAL; INSTALLED PER MANUFACTURER'S SPECIFICATIONS LAP SIDING, INSTALL PER ) MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD NO SEALANT AT THIS LOCATION CONT. SEALANT v 2X WOOD STUDS; RE: STRUCT. CEMENTITIOUS LAP SIDING INSTALLED PER MFR'S SPECIFICATIONS; PROVIDE GAPS ALONG STARTER STRIP TO ALLOW FOR WALL DRAINAGE 2X2 TRIM, PAINT TO MATCH FIELD CONT. SEALANT 9" SELF -ADHERED FLASHING AT CORNERS 4" MIN. EACH SIDE; INSTALLED PER MANUFACTURER'S SPECIFICATIONS CEMENTITIOUS LAP SIDING INSTALLED PER MFR'S SPECIFICATIONS; PROVIDE GAPS ALONG STARTER STRIP TO ALLOW FOR WALL DRAINAGE WEATHER RESISTIVE BARRIER ) EXTERIOR SHEATHIN('-; RE: STRUCT. LAP SIDING TO LAP SIDING 3" = 1'-0„ LAP SIDING TO LAP SIDING 3„ = 1'-0" SELF -ADHERED FLASHING OVERLAPPING METAL; INSTALLED PER MANUFACTURER'S SPECIFICATIONS 2 — ) , 5/4 X 12 CEMENTITIOUS BELLY ��� � BAND FLASHING NO SEALANT AT THIS LOCATION CONT. SEALANT EXTERIOR SHEATHING; RE STRUCT. WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS LAP SIDING AT BELLY BAND 3„ = 1'-0" ;EMENTITIOUS LAP SIDING NSTALLED PER MFR'S ;PECIFICATIONS; PROVIDE GAPS kLONG STARTER STRIP TO \LLOW FOR WALL DRAINAGE 1) LAYER 5/8" TYPE'W' GYP. BD !X WOOD STUDS; RE: STRUCT. A X 6 CEMENTITIOUS TRIM, NSTALL PER MANUFACTURER'S ;PECIFICATIONS I" SELF -ADHERED FLASHING AT ;ORNERS 4" MIN. EACH SIDE; NSTALLED PER AANUFACTURER'S ;PECIFICATIONS .XTERIOR SHEATHING; RE: ;TRUCT. HEATHER RESISTIVE BARRIER CEMENTITIOUS LAP SIDING INSTALLED PER MFR'S SPECIFICATIONS; PROVIDE GAPS ALONG STARTER STRIP TO ALLOW FOR WALL DRAINAGE LAP SIDING TO PANEL SIDING 3" = 1'-0" LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS SELF -ADHERED FLASHING OVERLAPPING METAL; INSTALLED PER MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD NO SEALANT AT THIS LOCATION CONT. SEALANT CEMENTITIOUS WAINSCOT PANEL 9" SELF -ADHERED FLASHING CENTERED BEHIND MATERIAL TRANSITION; INSTALLED PER MANUFACTURER'S SPECIFICATIONS 1x6 CEMENTITOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING; RE: STRUCT. ®n KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com �VTJ I� 0 U O O � V J V OF Fto VA • TFRED 849 rh •: No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title EXTERIOR WALL DETAILS Sheet Number C7=2ml 5 EXTERIOR SHEATHING; RE: STRUCT. (1) LAYER 30# ROOFING FELT UNDERLAYMENT WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL STEP FLASHING; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. ASPHALT SHINGLES; INSTALL PER MANUFACTURER'S SPECIFICATIONS ROOF SHEATHING; RE: STRUCTURAL COMPOSITE SHINGLE AT SIDE WALL 3„ = 1'-0" ASPHALT SHINGLES; INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER 30# ROOFING FELT UNDERLAYMENT r ) GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULL SEAL SEAMS; PAINT TO MATCH FIELD 1X4 P.T. WOOD FURRING STRIPS 1X8 FASCIA SOFFIT BOARD, COLOR TO MATCH FIELD CONT. SEALANT 5/4 X 8 CEMENTITIOUS FRIEZE BOARD '0Z•301vI&A2\IVII LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER ROOF TRUSS, RE: STRUCTURAL COMPOSTIE SHINGLE AT RAKE 8 1 1/2" = V-0" TYP. 5/12 ROOF AT REAR COLUMNS 1 1 /2" = 1'-0" METAL ROOF AT HEAD WALL 311 = 1'-0" COMPOSITE SHINGLES AT HEAD WALL 3" = 1'-0" STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ) ROOF SHEATHING, RE: STRUCT. SOLID BLOCKING BETWEEN TRUSSES; OMIT BLOCKING AT EVERY THIRD TRUSS BAY FOR VENTILATION EXTERIOR SHEATHING; RE: STRUCT. VENTED CEMENTITIOUS SOFFIT BOARD, PROVIDE 5 SQ. IN. NFVA PER LINEAL FOOT GALVANIZED METAL FLASHING WITH HEMMED EDGE PER SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 6-15; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD CONT. SEALANT 6" SEAMLESS GUTTER, SCREW HANGERS 16" O.C. 1X8 FASCIA 1X8 CEMENTITIOUS FRIEZE BOARD WEATHER RESISTIVE BARRIER ) VERTICAL PANEL SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS 1X4 FRIEZE 5/4x12 FRIEZE BOARD SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS 5/4 X 4 CEMENTITIOUS TRIM GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. GALVANIZED METAL FLASHING WITH HEMMED EDGE PER SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 6-15; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD METAL'Z' CLOSURE, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS FORMED NEOPRENE, INSTALL PER MANUFACTURER'S SPECIFICATIONS STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ROOF SHEATHING, RE: STRUCT. ROOF PITCH VARIES, RE: ROOF PLAN EXTERIOR SHEATHING; RE: STRUCT. (1) LAYER 30# ROOFING FELT UNDERLAYMENT WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS GALVANIZED METAL HEAD WALL FLASHING, OVERLAP JOINTS 6" AND FULLY CAULK JOINTS, SET IN FULL BED OF ROOF SEALANT STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. 6011I WA11_1►11 ASPHALT SHINGLES ON 30# ROOFING FELT ON ROOF SHEATHING, RE: STRUCT. (1) LAYER 30# ROOFING FELT UNDERLAYMENT ROOF SHEATHING; RE: STRUCTURAL ROOF PITCH VARIES, RE: ROOF PLAN TYP. 5/12 ROOF AT 2'-0" EAVE 1 1/2" = V-0" TYP. 4/12 ROOF AT COLUMN ENTRY 1 1/2" = V-0" TYP. 8/12 ROOF AT 2'-0" EAVE 1 1 /2" = 1'-0" SOLID BLOCKING BETWEEN TRUSSES; OMIT BLOCKING AT EVERY THIRD TRUSS BAY FOR VENTILATION \SPHALT SHINGLES ON 30# ROOFING FELT )N ROOF SHEATHING, RE: STRUCT. (1) LAYER 30# ROOFING FELT UNDERLAYMENT R-38 BATT INSULATION GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD 1X8 FASCIA 6" SEAMLESS GUTTER, SCREW HANGERS 16" O.C. CONT. SEALANT VENTED CEMENTITIOUS SOFFIT BOARD, PROVIDE 5 SQ. IN. NFVA PER LINEAL FOOT CONT. SEALANT 1x6 CEMENTITOUS TRIM, INSTALL gPpEERCM��ANUUTFApCNTgURER'S EXTERI�R SIHEATHING; RE: STRUCT. CONT. SEALANT WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS SOLID BLOCKING BETWEEN TRUSSES; OMIT BLOCKING AT EVERY THIRD TRUSS BAY FOR VENTILATION STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ) ROOF SHEATHING, RE: STRUCT. GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD �K•3i+rr���lrli+rl VENTED CEMENTITIOUS SOFFIT BOARD, PROVIDE 5 SQ. IN. NFVA PER LINEAL FOOT 6" SEAMLESS GUTTER, SCREW HANGERS 16" O.C. CONT. SEALANT 1 X1 0 FASCIA 1X4 BUILT-UP FRIEZE BOARD 5/4x12 FRIEZE BOARD HEADER - RE:STRUCTURAL EXTERIOR SHEATHING; RE: STRUCT. SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS SOLID BLOCKING BETWEEN TRUSSES; OMIT BLOCKING AT EVERY THIRD TRUSS BAY FOR VENTILATION (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ) ROOF SHEATHING, RE: STRUCT. R-38 BATT INSULATION WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING; RE: STRUCT. CONT. SEALANT VENTED CEMENTITIOUS SOFFIT BOARD, PROVIDE 5 SQ. IN. NFVA PER LINEAL FOOT GALVANIZED METAL FLASHING WITH HEMMED EDGE PER SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 6-15; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; PAINT TO MATCH FIELD 1X8 FASCIA 6" SEAMLESS GUTTER, SCREW HANGERS 16" O.C. CONT. SEALANT 1X6 CEMENTITIOUS TRIM FRIEZE BOARD CONT. SEALANT LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J H n� n O U U, O O � V J V 'CE O F• Ft 0 f 849 .: �TF9ED •ARG�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title ROOF DETAILS Sheet Number AC7m3w0 ROOF VENT 311 = 1'-011 ('1--A - T MC PYMl1TC^=M CM^LA G R A A I 1 0 PROVIDE ADEQUATE CLEARANCE FOR INSTALLATION OF A BLOWER 24" DIA. BY 36" HEIGHT 4" PVC PIPE AN ELECTRICAL OUTLET MUST BE LOCATED WITHIN 6' OF BLOWER LOCATION STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS MIN. 20 GAUGE SHEET METAL ANGLE FLASHING 12" X 12" ROOF VENT ROOF SHEATHING; RE: STRUCTURAL (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. SEALANT FORMED NEOPRENE, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL'Z' CLOSURE, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS GENERAL VENT PIPE NOTES: 1. LABEL VENT PIPES IN ATTIC AS FOLLOWS: "RADON REDUCTION SYSTEM" 2. PROVIDE PLACARD NEAR EACH VENT PIPE TO READ AS FOLLOWS: "THIS RADON REDUCTION SYSTEM IS NOT REQUIRED TO BE TESTED AND IS A'PASSIVE' SYSTEM, RELYING ENTIRELY ON NATURAL VENTILATION"; REMOVE IF BLOWER INSTALLED AS REQUIRED PER RADON TESTING FOLLOWING CONSTRUCTION. 'SEE SLAB PLAN FOR ADDITIONAL NOTES` RADON ROOF PENETRATION SCHEMATIC 5J1 /2" = 1'-011 STANDING SEAM METAL RIDGE CAP PER SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 6-17C, INSTALL PER MANUFACTURER'S SPECIFICATIONS STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS FORMED NEOPRENE, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. SEALANT METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS METAL CLOSURE, INSTALL PER MANUFACTURER'S SPECIFICATIONS BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ROOF SHEATHING, RE: STRUCT METAL ROOF AT RIDGE 1 1 /211 = 1'-011 STANDING SEAM METAL RIDGE VENT PER SMACNA ARCHITECTURAL SHEET METAL MANUAL FIGURE 6-17C, INSTALL PER MANUFACTURER'S SPECIFICATIONS STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS FORMED NEOPRENE, INSTALL PER MANUFACTURER'S SPECIFICATIONS K�7►���y\11►�1 METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS METAL'Z VENT, INSTALL PER MANUFACTURER'S SPECIFICATIONS BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ROOF SHEATHING, RE: STRUCT METAL ROOF AT RIDGE VENT 1 1 /2" = 1'-0" STANDING SEAM METAL ROOF, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL VALLEY, INSTALL PER MANUFACTURER'S SPECIFICATIONS METAL FASTENER PER MANUFACTURER'S SPECIFICATIONS METAL JOGGLE CLEAT BUTYL TAPE, INSTALL PER MANUFACTURER'S SPECIFICATIONS (1) LAYER HIGH TEMPERATURE RESISTANT ROOFING UNDERLAYMENT; VERIFY COMPLIANCE W/ METAL ROOF MANUFACTURER ROOF SHEATHING; RE: STRUCTURAL METAL ROOF AT VALLEY 3 1 1 /21'= 1'-011 MEN a 4�� 13, KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com `✓ J V J H n� 0 U V J O O 1� V J V �cE OF-Fto VA N i - � J 849 ?J TFRED No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title ROOF DETAILS Sheet Number C7m3E1 OINSTALL HEAD FLASHING - GALVANIZED METAL FLASHING WITH HEMMED EDGE. OVERLAP SEAMS 4" AND FULLY SEAL SEAMS. PAINT TO MATCH SIDING. INSTALL SECOND 6" LAYER OF FLASHING OVER UNTURNED LEG OF METAL HEAD FLASHING OFOLD DOWN FLAP OF WRB AT HEAD. OCONTINUOUS TAPE DOWN FLAP AS INDICATED STEP #7 OINSTALL WINDOW PER MANUFACTURER'S RECOMMENDATIONS. NO FASTENERS SHALL BE INSTALLED WITHIN 3" OF A CORNER IN BOTH DIRECTIONS. STEP #4 • %NTS � T %NTS OINSTALL 6" WIDE STRIPS OF S.A.F. AT JAMBS AS INDICATED. STEP #5 STEP #1 NTS 1 R.O. + 20" STEP #2 NTS j NTS OINSTALL 6" WIDE STRIP OF S.A.F. AT HEAD AS INDICATED. STEP #6 J NTS STEP #3 NTS WRAP WALL WITH WEATHER RESISTIVE BARRIER (W.R.B.) PER MANUFACTURER'S RECOMMENDATIONS. FOLD FLAP UP AT HEAD & TEMPORARILY SECURE TO EXPOSE SHEATHING FOR HEAD FLASHING INSTALLATION. MAKE AN "I" CUT IN W.R.B. AT WINDOW OPENING FOLD JAMB FLAPS INTO OPENING, CUT EXCESS MATERIAL, & SECURE. OINSTALL SILL FLASHING OPTION A INSTALL FLEXIBLE SILL FLASHING (DUPONT FLEXWRAP OR EQUAL) IN ONE PIECE PER MANUFACTURER'S RECOMMENDATIONS. OPTION B CUT AND FOLD 12" STRIP SELF ADHERED FLEXIBLE FLASHING (S.A.F.) INTO OPENING AS INDICATED. O OPTION B ONLY INSTALL CORNER PATCHES AT LOWER OUTER CORNERS OF OPENING - PATCHES TO BE S.A.F. CUT IN BUTTERFLY FORM. OINSTALL CONTINUOUS BEAD OF SEALANT AT HEAD AND JAMBS - DO NOT APPLY SEALANT AT SILL. CONFIRM SEALANT IS COMPATIBLE WITH WRB, S.A.F., AND WINDOW. ROD 111111111M -- 4�� -in KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J W H O U O � V J V 849 TF ED No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WINDOW FLASHING PROCEDURE Sheet Number �C7 ■O L__ CONT. SEALANT EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN CONT. BACKER ROD AND SEALANT VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE WINDOW JAMB AT SIDING 311 = 1'-01 1 6" EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS 514 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN CONT. BACKER ROD AND SEALANT VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE WINDOW JAMB AT TRIM 311 = 1'-0" ,ONT.SEALANT ✓INYL WINDOW WITH LOW-E 3LASS, RE: SCHEDULE CONT. BACKER ROD AND SEALANT - DO NOT OBSTRUCT ✓VEEP HOLES IN WINDOW FRAME; PROVIDE NOM. 3/8"JOINT SELF -ADHERED FLASHING NSTALLED PER MANUFACTURER'S SPECIFICATIONS WEATHER RESISTIVE BARRIER 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. SEALANT 10" EXPOSURE LAP SIDING EXTERIOR SHEATHING; RE: STRUCT. WINDOW SILL AT LAP SIDING W/ TRIM 3" = 1'-011 GATT INSULATION, FILL CAVITY EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. CONT. SEALANT SELF -ADHERED FLASHING INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS ADHESIVE TAPE BY W.R.B. MFR.; LAP METAL FLASHING CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN SHIM AS REQUIRED NO SEALANT AT THIS LOCATION CONT. BACKER ROD AND SEALANT GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD HEADER - RE:STRUCTURAL VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE WINDOW HEAD AT LAP SIDING W/TRIM 3„ = 1'-0" VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE HEADER - RE:STRUCTURAL WEATHER RESISTIVE BARRIER CONT. BACKER ROD AND SEALANT EXTERIOR SHEATHING; RE STRUCT. SELF -ADHERED FLASHING INSTALLED PER MANUFACTURER'S SPECIFICATIONS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. BEAD OF SEALANT BETWEEN SHEATHING AND NAILING FIN NO SEALANT AT THIS LOCATION GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD CONTINUOUS BACKER ROD AND SEALANT SHIM AS REQUIRED VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE WINDOW H EAD/TRANSOM AT TRIM_ 3" = 1'-0" VINYL WINDOW WITH LOW-E GLASS, RE: SCHEDULE CONT. BACKER ROD AND SEALANT; DO NOT OBSTRUCT WEEP HOLES IN WINDOW FRAME; PROVIDE NOM. 3/8" JOINT EXTERIOR SHEATHING; RE: STRUCT. 1x6 CEMENTITOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING INSTALLED PER MANUFACTURER'S SPECIFICATIONS BATT INSULATION, FILL CAVITY CEMENTITIOUS WAINSCOT PANEL WINDOW SILL AT PANEL SIDING 311 = 1'-0" s Ila j:04� KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com C./ J V J W H U O � v J V J V �E 0 FLoR, $49:' TFRED No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title WINDOW DETAILS Sheet Number AC 7 �4.1 M ti O 04 O 0 U BOB in_ KEPHART community ■ planning s architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kcphart.com - . r" / } .. 1. <... ,.v r < E ::: t`� , : rG' � ., r ,r ,... F ,_ter ___ f , DoorAFTER nt'" eke WRB STEP 2 STEP 3 (OPTIONAL BACK DAM) STEP 4 STEP 6 (OPTIONAL) Non Ftan ed ER DuPo Is InstalledDuPont' f t .n A 7 c r uP n extreme weather er conditions, performance requirements exceeds STfVA E16 ?. of P Fa 'DuPont Flex4h ap NF at corners onto a e of wall, Coverage of Q._ ©t a e a on . p o q 9 F`reAaratlon of sill f,as.,ln , Instal .he sill fta htn as Inta,ca ed .,o the section with tf� isles.,'~ paper sill attached extends past the tle� th. eshold art the inside. 9 g „ w .� n f P rGeneralinstructions. .. , construction- , � window/door design ratings o- Q- d5 0 oreater, 'see _ T :: a f r n •r FlekkNra NF should be 2 to 3 lento t, a face of the wall, g g f s urstal�t cn .,u de s -rite ded or Jr;o,s ns,aAad above grade and/or with woad too c.. tst u,.. u. _ „ ., . , e then t±:e t of release a >s remove Ytte remarnFn section of DuPont FlexL lr tatF can. bit used to form a Etacicdarr?.. p A. Cut g DuPont F�xSNrap NF at least 1,3 LONGER than width ofthesill 4,i, p � � g � r is ln e - t- sDuPont' - A. Create the high pressure skirt cutting a piece of DuPont" T veli WRB t"killer 'f ..,. rwt col aFEa��s to .he ..YAov:., fg ,,*vdu.t.. OPTION. Create back dam by (skiing back narrow section of DPt. FlexWrap NF_ Some foanng cannot aecwrxwate a rB P by fl p y _ _DuPont' Flex:1 iF has perforated release paper to help with the formation t B. 9 R o as p p ge a ,, e F. - , o ., : �I, -; an the width of door threshold opening and pro smite 10 n height DuPont 5t.al ..,rl�sh , Cu, q=.s Sral la_.. t F DuPont"Duf�dnt Flex. trau NF, and DuPont"3uPanfi Flashing Face bark darn. In that case loll the back darn on of 9 QuFo t flexJJrap NF an the _-,1. DOd. will be installed on top off loll fa h i P p It B . I of the back dam. To ensure that the perforation tears cleanly, fold the i erioration STEM 1 create a back {see Side View Detail below). B. Cute A piece of [h�Pom" 8tra;ghfFlasn VF or DuPont- 5iraigitiFla>t# to the same 1ST and crease the flashing. Perfarat or Prepa-e the D=uPonit TYvek^ V5'RB ;or door installation width as the shirt. Remove two pieces of release paper and adhere to the DuPont"- C. Remove the two wades, pieces of release paper leaving the narrowesttelease paper K.�� "` A. E✓ Ae art 'I-Cu,,' Standard 1-Cutf in the DuPor t'" T• eO VNRB. For an "hLut" begm with a horizontal cut across the bottom and - - f % 9 on the ttaahmg, When ,he finished floor Is appieA the release paper can be removed Ty��ek� WfIB. thr top of the door framer From the cente•, cult staig.,t down .o the s,IL � f ask silt ^ tie completed. stet . ' > i' . Remove the last pieces of release paper and atsach the skirt to the underside of the and the b d can o, pl f ry EXTERIOR INTERIOR E. Cut N4vo c5 de ee slits a minarlum f f3 extending fr m the c ,re, or lire door head tip and away from 41" ouenin . Thus will >' doer threshold. This skirt tray be made with either DuPont" StraghtFlash VF or A V DuPont'" StraightFlash . u- t gr o g c c o p r S create a flap above the rough cpening to expose srfeathing or framing members to allow head flasl-ingins.allation (see step %. NOTE: Sofro actors and F:asn?ng widths may require longer slits. Door ��k Door C. Flip head flap up and le:rporarly secure vein. DuPont' TYveks Tape. Threshold D, Fold side f.aj,, into rut.gn ol,ening, and se+,,,r_ w frrsioe araN ,ra nIng, Cur of. excess flaps if desired, z ,y _- �' ! Transition 4 i; .. Q nth' , f Straight! r. +3s Butyl Threshold ' <t Str lash "VF ") Adhesive -s hti rmuin -Is Flooring f1 ;;.• t ;sue Lam'. N.� s t MIf• - - �,y Y F �<.f - 5 , p DuPont1e' g 1 ; / i i StraigHtFk hr"' I DuPontTM Sub Floor g �7 No Gap In Come ? : nit. i'.. FletrWrap NF Comet Peel Off Ewor la rib Guard Release Paper i IIuPont'"" (optional) A p High Pressure and attach Fell at ; t3uRont"f k S Tyvelr'.WRB: >r. 4 1•! 1 1 S r (See Step to underside 1 I r Partorat#an 1: - . °� kxWraP'Nf ; 1 l a 1 1 .1 ` j t a Optional)Minimum of door a i Sheathing - SiN (sr i WRONG - CORRECT H t Paper r DO NOT STRETCH D ".- .- # _Y 9il Width ,- 1 1 I 2 Yr a t iriches- S. hterior n` + i .. - - - 55 Coillv:grt«'2016E:L da Pont delitmaursand Cpmpany,.AN Rights Reseryed. K•179349i 5115 - 56 - e fp�±pnr-n:ti29ipE idU Pont de Nereun ardCartiparv.&: R:rrrts Reserved. M,.la93a Rev. Stlp 53- Lppytirnt�,.4.6E.1. duPan.de.lempurs and.[ompany. ArF r Yliis Rserved, IG1793r Rev, S, ib 54 Copyng:?it�<O3EF.1. ail Wntdc Nempurs andtaiexdany. N,R.�[s Resened.kt7934 Rev:5/k6 O _ _ ,. ..:.; - -..f �F! } FoR NON -FLANGED DOORS STEP 7 STEP 8 STEP 9 Q� ' rid flash cutting a piece of DuPont' Stral h',Flesh`" VF at least six ib A. Beginning at tno unctrvrs of ills jamb and head and at the junction of the sill and, A, if sealant i5 appled to the threshold, ensure that there are two t212' gaps at the r A. Prepare la b flashing by it g f g �+ � V J s'rEP 6 Inches LONGER than the jamb length. 3 brake wre the a b ar d away front tite corners., cut the DuPont" Stra. ht lash'" VF along the sealant tx ad for every 4' of door to aloes for drainage using DuPont" Residential .� ea' -n ..r g , 'DuPont-5h"V' ' :e rl ' has than h en th, - g adhesive on these 1 Y '9 r At Prt�a ., bursa flashing by c luny a pace d Dt Po : Siraig ,Fla,,.. F at least twelve . 2? arc LONGER t .a the ;read 1 4 � .: Sealant, nave recommended sealant as shown below. B. Remove the release paper from we side of DuPont"' Sira•ghtFlasn' Vf pass fit corner at a 45 angle and fold bottom flap to adhif e against the door head frame. S t, - . co d B. Remove the release paper from do side of D..PorF �tra:ghfFlas! ' VF. o e lap• Positron fr DuPont' irai, htFlash'" VF so that it Contacts the door frame up to the B. Fuld tetnalning flashing flaps fiat against head flashing. B. lvet l dtitx<at according to manufacturer s installation irrstruatio is rDuPont-i r.- ., r _ _. _. do , t C Po the t S. 1 V J h P r I- n J a. It e n d s t. door frame. C. a ..er the r u e st St ai it I �h 4 F ale t e k n t t of t o ,Ivor a d position err so ,h o c to DuPont' I h h'" VF,iamb 9 dJ 9 f extenorface of the dc;or, Ensure that the damt't flashing is fpCisdcor#ed 1-I t2 litchis 1 C C. Feld ^.ec>41y created flaps dawn parallel to the door frame.. C. Remove tits rernaln rig release paper from the Qu ont S. a g tl=(as t , _t t u n y r t- n..n n o ' t 4 in an D. Beginning et the dunc.,on of the ,a., b and heat. and away .ro Tt the corners. cut .he , ont aTrarahtFlesh t F along the corner ow of he d flashin Jamb flashin adhesive must come m contact with flashing d press firrlHy to adhere ft to the DuPont Tyvek° WRB. t bel ttrR a o g. 9 i D. Repeat on opposite lamb.. t at.145° angle, Mead flashing adhesive and overlap by one inch, 1 o D. Remove the release paler at The head and adhere it to the wall surface. F n =vi rpa' flashing flaps vm Hat i + i E. Cut two 3" x 3' DuPont' FlexWrao" NF and add patches to corners of the � 1 E old t a e ly c , ,mot - 3s . g do D. Repeal on oaposc.e to rib. ; door. Staple to wooden frame. E. OPTION. Create hack slam by folding back narrow diction of DuPont t-t,n' F. Fold rentain:ng read f as -zing flaps down unto the iamb frame_ 1 1 FlexWrap" NF. Cover exposed butyl with DuPont" Straight.=lash or DuPont`" i Flashing Tve. � t EXTERIOR INTERIOR A Exterior`' f Door Yaw - /// Threshold r Tmrhirtion 7 A -1 t 4 r 1 I- r' •' ' 1' t k Roordng 1 1 - F - OPTION[ r Interior Door. 1 - Door i I , ' -: t ;. _ tMerier t InteriorDuPoq- I su igntiFlash�' i � DuPonir" . s,lb Flcar - I i - perforated Dpor a t Flersma" sf comer : _ flies. r t t1 j r € s Guard - - i Paper: f =:.y l" s Hrgrt Pressu.a TY-k1wRa topGonxl? 15- stop t afrlYl r q r ,I l I< sYea[ninq; i'x.3 uPont"FlexWrap` NF I• l : I Door Dear Ooar - Interior bterior i '- Interior iII Door i Deno F Door _ ,{ Mtsriw Interior F k ter or t r i _ - K ...,�i6 - I. du Anvils FtefimaYts and Ca a., .Art tl; - is Resmrtd.l4 it93» Rev. 3/kb s6. Copnignt >20:6E I..d>r Pant de tFemaurs aaZternpany. Ali R-Pis Reserved. k 1793d Rev, $116 59 i4pytrgFit 42015 E.1. di Ponitde ffemaws ati l Carnparm A11160ts Reservtd. K.17934 itm 5/16 60 co Hitt n o2016 E I. di post de we wm and Compary, m ii rhu Reseriea. K-1.•93.t Rey. 5;1s 5, Cppynt.  E,.. inp rY � OF Fto VA N ��- •-� ::rs ,. r .. f ..,.., �,,.rxf�F ., F. .�,=:-- � , /� f ,'` ,'.". , , /J/]f(�I/(,�/j//�•� ' ,h 1. � �-.�'�':: f E } «!/ vF 1 �:.. I � :, :/ < �� ._ � (/� �. i�� �... •/� �. STEP 10 (OPTIONAL) • HIGH PRESSURE SKIRT (Completing installation of flashing for non -Ranged door} STEP 11 IRECOMMENDED BEST PRACTICE) STEP 12 849 1 For extreme weather cond :Ions, performance requirements exceeding AST M E1677, cr winclowtdoor design ratings of DP45 or A. OPTIONAL Cut a piece of rnetal or vrnyf drip cap 1 8" LONGER than the width of Final Step �! greater, see General Instructions. the door and band down edges. Plane a Lead of DuPont`'' Residential Sealant, or A. When the interior flooring is ready to instA remove release pager and use FnWing V' ••• 4 A. Create the high pressure skirt by cutting a piece of DuPont' Tyvek* WRB 1' wtder than the width of door opening and recommended sealant, or recommended sealant on the rear side. Install the drip cap Option One or Two to form back dam. �s ••., ,.'••�� approxirnat.�ly 10' in ^,eight tight aga;ns the door head and cover the top edge with DuPont' StraightFlash'" or B. bt tal DuPont' Residential Sealant, x recommended sealant, land backer rod as p DuPont"' Flashing Tape. ��' RED •A�G� B. Cut a piece of DuPont- StraighiFlash"' VF to the same width of skirt, Remove release paper from one side of DuPont" necessary) around If* door opening at the Interior, It rs also acceptable to use ht ' t s' r DuPont' F h -ch'" rDuPont'B. Flip dour- upper flap of DuPont" T eki VVRB so it lays flat across head flan faig, 1 Sirarg ..FL3s'^. V, and adhere to DuPont' `yveke WRB. The _ kr, t may be made with ether Dv rmt St ale 1Flp VF o Q F Y' DuPont- Winslow & Door (earn or recommended foam. Tne seal created by this l StraightFlasR". C. Cut -1 strip of the DuPont` Tysnecb WRB at lower horizontal edge of head flap, sealant (anti backer rod as necessary) or foam w it also serve as a back dent DuPont' t a :: _ Residential Sealant should be tools flat to allow the t,,,rrnd rttcess to create G. Remove the release paper from the ether side of l3uPont Stra'ghtflash VF and. adhere the butyl adhesive at Chess It skeri to the. _ D. Taps fieams as sfldwn. DO NOTTAPE at botitxrt of dot#rf A[ the read, continuous,_ p underside of the door threshold behind The iamb fiaiO ng, i seams as shown with DuPont' Tyvek$ Tape, Skip gaping at the head is aco-a itable if an a Concave shape. Be sure that the sealant penetrates the grooves of the DuPont"' '- air barren is not required or # addztsonal dealnago Is desired, Flex'la'rap NF around ttu3 cull. D. Secure sores of the op o^•al skirt with NOTE: Installations that sped, a window1door design ratio of OP45 w eater require two 4" pieces of DuPont'" A ` extra recautio tc See Generai instructions for performance requirements exceeding E. Tape down diagonal seams of the DuPont. Tyvek" WRB. this design rating. Date tg E. ear the bottom of the optional skirt to DuPont - Butyl rp O. 03.03.2017 PERMIT SET Issue sue allow for drainage and to rrinimtze StraightFlash" VF •�. f # n r S Adhesive - r/ Q wind damage during coratruction. ! ':, F. Is sealant Is applied to the ihrsShoW, a' %� a ensure that there are at least two i2i 2" Ws in the se hn. mead to allow for te �41 E D T oldinp Option Flits : FokGnp Option Two o drainage forevery 4` of ilia- using '. r.. C A r. ` o I DuPont' Residential Sealant, or rat ornme riled sealant, Peet Off r c r A Release Paper OR �I i r and as t. N to underside 4. o 1°" Of dOOt ; b^ Fold Out and Up Fold In and Up to g y . { ! N -.�•�,,« . f ` Project Architect DV LL Fastening Option one fastening Option Two - s Project Designer s E,`y► `. 1 S`�< OR Date D ' ' 2017.02.24 0 E Optional I r t77 High Pressure * Staples Tape ° sE"t Job Number 216032 r N cup -AM E. Iry Pont die Nes ours and company. Ali Ri;t11slit e_ wtd K-1393Z Rey. 5/16 ak- Cupytig§LtPt7016€.l d�Para de Nemaun artjfompapy lU;. Rights P.txervetl. 141793a Rev::5f16 a Drawn By ^u o, - l.rfl rt Checked By JG l I . Title ~ O DOOR FLASHING PROCEDURE `� =_ DETAILS USED WITH PERMISSION VO F'- Sheet Number _ C7 6.0 U t l BASIS OF OVERHEAD DOOR DESIGN: 511 SERIES ALUMINUM DOOR WITH LOW HEADROOM TRACK BY OVERHEAD DOOR COMPANY GARAGE DOOR WEATHERSTRIPPING I ALUMINUM BREAK METAL FRAME; ft y - — � MATCH DOOR COLOR 2x GARAGE DOOR BUCK; -- - - WRAP W/ BRAKE METAL SELF -ADHERED FLASHING; WRAP INTO OPENING WEATHER RESISTIVE BARRIER CONTINUOUS BACKER ROD AND SEALANT 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CEMENTITIOUS LAP SIDING INSTALLED PER MFR'S SPECIFICATIONS; PROVIDE GAPS ALONG STARTER STRIP TO ALLOW FOR WALL DRAINAGE DALUMINUM OHGD JAMB AT LAP SIDING 7 3" = 1'-011 HOLLOW METAL DOOR AND FRAME - RESCHEDULE FLOOR FINISH - RE: PLANS 3/4" GYPCRETE TOPPING ACCESSIBLE DOOR THRESHOLD SET IN FULL BED OF GUN -GRADE BUTYL SEALANT 2X SILL, RIPPED AS REQ. TO ALIGN INTERIOR AND EXTERIOR FINISH FLOOR GALVANIZED METAL FLASHING SET IN FULL BED OF GUN -GRADE BUTYL SEALANT, HEM EDGE ON TOP OF DECK TOPPING 2" MIN. LIGHTWEIGHT CONCRETE TOPPING, INSTALL PER MANUFACTURER'S SPECIFICATIONS 60-MIL SELF -ADHERED DECK MEMBRANE SELF -ADHERED FLASHING INSTALLED PER MANUFACTURER'S SPECIFICATIONS — ) 2X FRAMING, RE: STRUCT. TOP -CHORD SLOPED TRUSS, RE: STRUCT. WEATHER RESISTIVE BARRIER H.M. DOOR THRESHOLD AT DECK EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER TRACK ASSEMBLY PER DOOR MANUFACTURER 10" EXPOSURE LAP SIDING STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. 2x GARAGE DOOR BUCK; WRAP W/ BRAKE METAL SELF -ADHERED FLASHING; INSTALL PER MANUFACTURER'S SPECIFICATIONS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS NO SEALANT AT THIS LOCATION GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD ALUMINUM BREAK METAL FRAME; MATCH DOOR COLOR 2X HEADER, RE: STRUCT. WEATHERSTRIPPING GARAGE DOOR ALUMINUM OHGD HEAD AT LAP SIDING 3" = 1'-0" GARAGE DOOR ONCRETE SLAB, RE: TRUCTURAL APOR BARRIER ------------------------ ;RAVEL XPANSION JOINT FILL IATERIAL ;ONCRETE WALK, RE: CIVIL ALUMINUM OHGD THRESHOLD AT WALK 3" = 1'-0" TAL DOOR AND SCHEDULE HEATHING; RE: 'ED FLASHING; WRAP dG ANT :NTITIOUS TRIM, Z MANUFACTURER'S ONS ANT US WAINSCOT PANEL ,ESISTIVE BARRIER H.M. DOOR JAMB AT PANEL SIDING 3" = 1'-0" EXTERIOR SHEATHING; RE: STRUCT. WEATHER RESISTIVE BARRIER LAP SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS STARTER STRIP; PROVIDE GAPS TO ALLOW FOR WALL DRAINAGE; INSTALL 1/2" UP FROM BOTTOM OF SIDING, TYP. CONT. SEALANT HEADER - RE:STRUCTURAL 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS SELF -ADHERED FLASHING INSTALLED PER MANUFACTURER'S SPECIFICATIONS ADHESIVE TAPE BY W.R.B. MFR.; LAP METAL FLASHING NO SEALANT AT THIS LOCATION GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD CONT. SEALANT HOLLOW METAL DOOR AND FRAME, RE: SCHEDULE ---� H.M. DOOR HEAD AT LAP SIDING w/TRIM 1 3" = 1'-0" CONCRETE SLAB, RE: STRUCTURAL HOLLOW METAL DOOR AND FRAME - RE:SCHEDULE ACCESSIBLE ALUMINUM THRESHOLD SET IN FULL BED OF GUN -GRADE BUTYL SEALANT GALVANIZED METAL FLASHING AT TOP OF FRAMING WITH HEMMED EDGES EXPANSION JOINT FILL MATERIAL CONCRETE WALK, RE: CIVIL a �s - •. d.} IF -41 _ • _a - - III— _ _ •. - 'd' - H.M. DOOR THRESHOLD AT WALK G J 3" = 1'-0" H.M. DOOR JAM v J 3" = 1'-0" :1 HOLLOW METAL DOOR AND FRAME, RE: SCHEDULE EXTERIOR SHEATHING; RE: STRUCT. SELF -ADHERED FLASHING; WRAP INTO OPENING K�]►��yy\�1�1 WEATHER RESISTIVE BARRIER 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CEMENTITIOUS LAP SIDING INSTALLED PER MFR'S SPECIFICATIONS; PROVIDE GAPS ALONG STARTER STRIP TO ALLOW FOR WALL DRAINAGE B AT SIDING w/ TRIM ®`111111111110 -- KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com i �E OF•FLo,� VAN RED Aps No. I Date Issue ff 03.03.2017 1 PERMIT SET Project Architect Project Designer Date Job Number Drawn By Checked By Title DV 0 J DV/JG_ U 2017.02.24 a o� o = 216032 a CH ti JG O DOOR DETAILS 04 Sheet Number AC7m6wl U , 3" = 1'-0" BALCONY EDGE I.XTERIOR SHEATHING; RE: TRUCT. VEATHER RESISTIVE BARRIER ;ELF -ADHERED FLASHING )VERLAPPING METAL; INSTALLED 'ER MANUFACTURER'S SPECIFICATIONS ;TARTER STRIP; PROVIDE GAPS 'O ALLOW FOR WALL DRAINAGE; VSTALL 1/2" UP FROM BOTTOM )F SIDING, TYP. AP SIDING, INSTALL PER AANUFACTURER'S ;PECIFICATIONS ;ALVANIZED METAL FLASHING VITH HEMMED EDGE; OVERLAP TEAMS 4"AND FULLY SEAL TEAMS; COLOR TO MATCH FIELD !" MIN. LIGHTWEIGHT CONCRETE -OPPING, INSTALL PER AANUFACTURER'S ;PECIFICATIONS i0-MIL SELF -ADHERED DECK AEMBRANE =LOOR SHEATHING, RE: STRUCT ?X LEDGER, RE: STRUCT. TRUSS 4X4 METAL RAIL, PAINTED BUG SCREEN VINYL CAP, WHITE ALUMINUM BASE CHANNEL, WHITE 50-MIL SELF -ADHERED DECK MEMBRANE 1 1/2" CONCRETE TOPPING SLAB ON 60-MIL. WATERPROOF MEMBRANE, RE: STRUCTURAL FLOOR SHEATHING, RE: STRUCT. 24 GA. G.I. METAL T-BAR FLASHING W/ WEEPS 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS EXTERIOR SHEATHING; RE: STRUCT. CONT. SEALANT CEMENTITIOUS PANEL SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS 2X FRAMING, RE: STRUCT. TOP -CHORD SLOPED TRUSS, RE: STRUCT, HORIZONTAL RAIL ALUMINUM BASE CHANNEL, WHITE VINYL CAP, WHITE FIBERGLASS SCREEN NU I t: SCREEN SURROUND AND RETAINER SHOWN BASIS BY DESIGN: SCREEN-EZE; WHITE 'S VINYL CAP, WHITE ALUMINUM BASE CHANNEL, WHITE HORIZONTAL RAIL BUG SCREEN AT JAMB Ila ;*�� 19 KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 ",w1cphait.com VJ r4 n� n O U U, O O � V J V J V ,�� O F• F� �Ri 84 9 TFAE� .AR�� No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title DECK DETAILS Sheet Number AC7m7mO , V i I V tA. LHINUINU I I `1 1 CM. EXTERIOR STAI R SECTION 1 /4" = 1'-0" n' ,,, Q'_7 1Id" A'-9" 2ND FLOOR 112'-7 7/8" 1ST FLOOR PLATE 111_1 1/8" 1ST FLOOR 100'-0" STAIR SECTION 1 EXTERIOR STAIR PLAN 1 /4" = 1'-0" M co a n v e STAIR SECTION 2 _2ND FLOOR PLATE 1222'-9" 2ND FLOOR 112'-7 7/8" 1 ST FLOOR PLATE 111-1 1/8" n 1ST FLOOR 100'-0" M \ N HALL i_ M 7T @ 11" EA. LANDING SECOND FLOOR STAIR PLAN 2 11. 4" = 1'-0" 1 AC8-2.0 ELEVATOR PIT LADDER 2ND FLOOR PLATE 122'-9" AU h w11 wl-1 5 1/2" 6-3" 2 'v AC8-2.0 0 v ELEV. co WI-1 N 2ND FLOOR 112'-7 7/8" T-2„ 1 ST FLOOR PLATE 111'-1 1/8" PROVIDE FRAMED WALLS BELOW STAIR, TYP. BOTH SIDES ENTRY 11 " TYP. N 3A( = o AC8-1.0 0 N 1 ST FLOOR 100'-0" I I I 7T @ 11" EA. LANDING G FIRST FLOOR STAIR PLAN 1 /4" = 1'-0" FITNESS 0- ®. 4�� rd KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VTTR W H O U U, O O � C� co 849 FRED ,AEG No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title STAIR PLANS & SECTIONS Sheet Number AC8-1.0 EXTERIOR STAIR RAILING DETAILS 1 1/2" = 1'-0" 42" MIN. HIGH GUARDRAIL - 1 1/2" 1 1/2" SQUARE TUBE STEEL AT VERTICAL SUPPORTS, TOP RAIL AND BOTTOM RAIL; POWDER COAT CONTINUOUS 1 1/2" 0 METAL HANDRAIL AT 3'-0" ABOVE NOSINGS AT TREADS AND LANDINGS 1/2" SQUARE STEEL PICKETS AT 4" O.C., TYP. N rn M N ,,—PRECAST CONCRETE STAIR TREAD STEEL STRINGER NOTE: WELD ALL CONNECTIONS AND GRIND SMOOTH EXTERIOR STAIR GUARDRAIL SECTION 1 " = 1'-0" 2" MIN. LIGHTWEIGHT CONCRETE TOPPING, INSTALL PER MANUFACTURER'S SPECIFICATIONS 30-MIL SELF -ADHERED DECK MEMBRANE EXTERIOR GRADE SHEATHING, RE: STRUCT. T-BAR CHANNEL STEEL ATTACHMENT PLATE AS REQUIRED PER STAIR FABRICATOR 5/4 X 6 CEMENTITIOUS TRIM, INSTALL PER MANUFACTURER'S SPECIFICATIONS CONT. SEALANT PRECAST CONCRETE STAIR TREAD SOLID METAL RISER; FULL HEIGHT WEATHER RESISTIVE BARRIER STEEL STRINGER CEMENTITIOUS PANEL SIDING, INSTALL PER MANUFACTURER'S SPECIFICATIONS 5/4 X 4 CEMENTITIOUS TRIM GALVANIZED METAL FLASHING WITH HEMMED EDGE; OVERLAP SEAMS 4" AND FULLY SEAL SEAMS; COLOR TO MATCH FIELD CEMENTITOUS SOFFIT BOARD, INSTALL PER MANUFACTURER'S SPECIFICATIONS EXTERIOR STAIR AT TOP LANDING 1 1/2" = 1'-0" R; FULL TE STAIR R 2 E: EXTERIOR STAIR AT FOUNDATION 1 1/2" = 1'-0" 3� 1 1/2" X 1 1/2" METAL "X" BRACING RAIL WORK 1/4" STEEL CABLE GUARDRAIL, 4" MAX. ALLOWABLE OPENING. 3 1/2" CL TO CL SPACING SPECIFIED CASING PER INTERIORS 2X FRAMING, RE: STRUCT. (1) LAYER 5/8" NON -CLASSIFIED GYP. BD. INTERIOR STAIR GUARDRAIL SECTION 1 of = 1'-0" HAND AND GUARD RAILS PER RAILING MANUFACTURER, RE: STAIR DETAILS INTERMEDIATE POST 1/4" STEEL CABLE GUARDRAIL, ATTACH AT INTERMEDIATE AND END POSTS. PROVIDE TURNBUCKLE FOR TIGHTENING FLOOR FINISH, RE: INTERIORS CLOSED 2X WOOD STRINGER INTERIOR STAIR RAIL ELEVATION lei = 1'-0" u- 0 Z Cn 0 z w > 0 m Q 0 co ELEVATION Y' Z c\ z g z 0 NQ I..L LINE OF STAIF NOSE BELOW PLAN SECTION CONTINUOUS 1 1/2" DIAMETER HANDRAIL HANDRAIL ANCHORS RE: STRUCTURAL 11"AT BOTTOM OF STAIR STAIR HANDRAIL DETAILS 1 1 /2" = 1'-0" NOTE: RE: INTERIORS FOR MATERIALS HANDRAIL EXTENSION- 12" AT TOP AND 11" AT BOTTOM OF STAIRS- RETURN HANDRAIL TO WALL WITH 90 DEGREE ELBOW AND CAP 1 1/2" DIA. WALL MOUNTED HANDRAIL HANDRAIL SUPPORT AND MOUNTING PLATE WITH SCREWS NOTES: • STAIR, HANDRAIL, GUARD TO CONFORM TO FBC SECTIONS 1009, 1012, 1013 • WELD ALL CONNECTIONS AND GRIND SMOOTH • RE: INTERIORS FOR STAIR FINISHES AND RAILING DESIGN GENERAL RAILING NOTES: • DISTRIBUTED LOAD (PER FBC 1607.7.1) 1. GUARDRAIL ASSEMBLY SHALL BE DESIGNED TO RESIST A LOAD OF 50 PLF APPLED IN ANY DIRECTION AT THE TOP AND SHALL TRANSFER THIS LOAD THROUGH THE SUPPORTS TO THE STRUCTURE; RE: STRUCTURE FOR ADDITIONAL INFORMATION. • CONCENTRATED LOAD (PER FBC 1607.1.1) 1. GUARDRAIL ASSEMBLY SHALL BE DESIGNED TO RESIST A SINGLE CONCENTRATED LOAD OF 200 POUNDS, APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP, AND SHALL HAVE ATTACHMENT DEVICES AND SUPPORTING STRUCTURE TO TRANSFER THIS LOADING TO APPROPRIATE STRUCTURAL ELEMENTS OF THE BUILDING; RE: STRUCTURAL FOR ADDITIONAL INFORMATION. 1X WOOD SHIM AS REQUIRED 3/4" GYPCRETE TOPPING 3/4" FLOOR SHEATHING; RE: STRUCTURAL FLOOR FINISH, RE: INTERIORS WOOD TREAD WOOD LVL, RE: STRUCT. 1/2" PLYWOOD RISER AYER 5/8" TYPE "X" GYP. BD. INTERIOR STAIR LANDING AT TOP 1 1 /2" = 1'-0" CONFORM TO FBC D GRIND SMOOTH NISHES AND )OR FINISH, RE: INTERIORS iOD TREAD 'RISER PLYWOOD FRAMING, RE: STRUCT. INTERIOR STAIR INTERMEDIATE LANDING 1 1 /2" = 1'-0" NOTES: • STAIR, HANDRAIL, GUARD TO CONFORM TO FBC 11" MIN. SECTIONS 1009, 1012, 1013 WELD ALL CONNECTIONS AND GRIND SMOOTH RE: INTERIORS FOR STAIR FINISHES AND RAILING DESIGN CLOSED 2X WOOD STRINGER FLOOR FINISH, RE: INTERIORS L _ WOOD TREAD 1/2" RISER PLYWOOD 2x WOOD STUDS AT 24" O.C. MAX, RE: STRUCTURAL CONCRETE SLAB, RE: STRUCTURAL i• • -; " `-4 -,'d .�, -d .,- -.C6 e-d' -�, .AA--'_ - _A --a' � _'d --p -a as BQ- _d •_d. . a•d A • _ _ a .d e _ - - _ - INTERIOR STAIR AT FOUNDATION 1 1/2" = 1'-0" KEPHART community ■ planning ® architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com C/D V J W H n� n O U vo O O � V J V 'Crc OF FL O CD V i 849 •: FEED •ARG No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JIG Title STAIR DETAILS Sheet Number 8ml ml 1 O 04 0 U HALL LANTERN SIGNALS Z FLOOR LANDING JAMB 2 SIGNAGE (REQUIRED N ON BOTH SIDES OF JAMB) io HALL CALL BUTTON zn 0 0 ELEVATOR TI WITH AUTOMATIC REOPENING DEVICE 0 NOTE: ELEVATOR CONTROLS SHALL COMPLY WITH 2O14 FBC ACCESSIBILITY CODE 1. CALL BUTTONS SHALL BE RAISED OR FLUSH AND SHALL HAVE A HEIGHT OF 48" A.F.F. TO THE CENTER OF THE TOP CALL BUTTON. CALL BUTTONS SHALL BE A MIN. 3/4" DIA. 2. HALL SIGNALS SHALL BE INSTALLEDAT 72" MIN. A.F.F. HALL SIGNALS SHALL HAVE BOTH AUDIBLE AND VISIBLE SIGNALS. THE VISIBLE ELEMENT SHALL BE A MIN. 2 1/2" DIA. AUDIBLE SIGNALS SHALL HAVE FREQUENCY OF 1500HZ MAX AND HAVE A MIN. dBA OF 10 BUT SHALL NOT EXCEED 80 dBA. 3. HOISTWAY SIGNALS SHALL HAVE TACTILE CHARACTERS AND NOT BE LESS THAN 2" IN HEIGHT. A TACTILE STAR SHALL BE USED TO INDICATE THE GROUND LEVEL. ELEVATOR CALL BUTTON DETAIL 1 /2" = 1'-0" 0 El El 3/8"x4 W/ EA TOP C AT EX o ILxll�—S'xS'y CORF AT 12 [L a — > WELE SLAB ELEVATOR PIT LADDER PLAN CONCRETE SHAFT OR PIT WALL STEEL BAR 3ED EDGE FCONCRETE T LEVEL UGATED STEEL RUNGS O.C., TYP. 3/8" STEEL ANGLE ED TO RAIL; BOLT TO AND WALL .a , 6, ❑ 3/8"x4" STEEL BAR WITH EASED EDGE P+ e CORRUGATED a _ STEEL LADDER RUNGS 'a 3"x5" STEEL ANGLES ANCHORED TO a WALL a - _ 4 A,- SECTION ELEVATOR PIT LADDER DETAIL 1 " = 1'-0" (2) LAYERS 5/8" TYPE "X" GYP. BOARD 2X WOOD TOP PLATE; RE: STRUCT. ROOF TRUSS, RE: STRUCTURAL (1) LAYER 5/8" TYPE "X" GYP. BD. 2X WOOD TOP PLATE; RE: STRUCT. ELEVATOR SHAFT AT TOP ENCLOSURE 3" = 1'-0" 3/4" GYPCRETE TOPPING (1) LAYER 5/8" TYPE "X" GYP. BD. 3/4" FLOOR SHEATHING; RE: STRUCTURAL (1) LAYER 5/8" TYPE "X" GYP. BD. (1) LAYER 5/8" TYPE "X" GYP. BD. 2X WOOD TOP PLATE; RE: STRUCT. (1) LAYER 5/8" TYPE "X" GYP. BD. ELEVATOR SHAFT AT FLOOR (1) LAYER 5/8" TYPE "X" GYP. BD ANCHOR BOLT; RE: STRUCT. TREATED 2X SILL PLATE SET ON SILL SEALER, TURN DOWN SEALER 2" ON FACE OF FOUNDATION - RE: STRUCTURAL SILL SEALER, TURN DOWN FOUNDATION SLAB 2" (------------------------- CONCRETE SLAB, RE: STRUCTURAL ELEVATOR SHAFT AT FOUNDATION 3" = 1'-0" ELEVATOR DOORS PER MANUFACTURER ELEVATOR CAB PER MANUFACTURER ELEVATOR DOOR THRESHOLD AT FLOOR 1 If = 1'-0" iNALL FINISH - RE: INTERIORS (1) LAYER 5/8" TYPE "X" GYP. BD. 2X HEADER, RE: STRUCT. ELEVATOR CAB PER MANUFACTURER ELEVATOR DOORS PER MANUFACTURER ELEVATOR DOOR FRAME PER MANUFACTURER ELEVATOR DOOR HEAD 1 " = 1'-0" ELEVATOR DOOR FRAME PER MANUFACTURER ELEVATOR DOORS PER MANUFACTURER ELEVATOR CAB PER MANUFACTURER RAVEL CONCRETE WALL, RE: STRUCT VAPOR BARRIER ------------------------ > ELEVATOR DOOR THRESHOLD AT SLAB 1 " = 1'-0" LO 09 GENERAL NOTE: • ELEVATOR BASIS OF DESIGN: THYSSENKRUPP ENDURA TWIN POST LH. VERIFY REQ'S FOR PIT DEPTH, CLEAR OVERHEAD, HOIST BEAM LOCATION, ETC. WITH SELECTED ELEVATOR MODEL PRIOR TO STARTING WORK. " T rAM, RE: STRUCT. s s 2ND FLOOR PLATE 122'-9" 21ND FLOOR 112'-7 7/8" n 1ST FLOOR PLATE 11 T-1 1/8" 1ST FLOOR 100'-0. T.O. ELEV. PIT 96-0" --- ... JR SUMP BEYOND, RE: STRUCT. ELEVATOR SECTION 1 >TRUCT. _2ND FLOOR PLATE 1222'-9" 21ND FLOOR 112'-7 7/8" 1ST FLOOR PLATE 111'-1 1/8" 1ST FLOOR 1000'-0 T.O. ELEV. PIT 96-00' OR PIT LADDER BEYOND V OR SUMP BEYOND RF- STRUCT ELEVATOR SECTION 2 1 /4" = 1'-0" KEPHART community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VJJ O U O � V J V -��C•OF• Ft o VA N i 49 �. sTFRED •AC���` No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title ELEVATOR SECTIONS & DETAILS Sheet Number AC8m2mO O N O 0 U T-0" 0 N T-0" 0 io 20 WINDOW LEGEND DOOR SCHEDULE Mark Location Elevation Type Width Height Door Material Frame Material From Room: Name To Room: Name Notes 200 CLUBHOUSE EXTERIOR D 6'-0" 8'-0" ALUM/GLASS ALUMINUM ENTRY 201 CLUBHOUSE EXTERIOR B T-0" 8'-0" ALUM/GLASS HOLLOW METAL FITNESS 202 CLUBHOUSE EXTERIOR B T-0" 8'-0" ALUM/GLASS HOLLOW METAL HALL 203 CLUBHOUSE EXTERIOR G T-0" 8'-0" HOLLOW METAL HOLLOW METAL FIREWATER 204 CLUBHOUSE EXTERIOR G T-0" 8'-0" HOLLOW METAL HOLLOW METAL MAINTENANCE 205 CLUBHOUSE EXTERIOR E 8'-0- 8'-0- INSULATED METAL ALUMINUM MAINTENANCE 206 CLUBHOUSE INTERIOR F 8'-0" 8'-0" MDF CORE W/ LAMINATE LEASING ENTRY 207 CLUBHOUSE INTERIOR B T-0" 8'-0" WOOD/GLASS WOOD MGR. OFFICE LEASING 208 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD LEASING WORK 209 CLUBHOUSE INTERIOR G 2'-3" 8'-0" WOOD WOOD A/V CLOSET WORK 210 CLUBHOUSE INTERIOR G 2'-3" 8'-0" WOOD WOOD KEY CLOSET WORK 211 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD MAINTENANCE WORK 212 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD MECH. MAINTENANCE 213 CLUBHOUSE INTERIOR F 8'-0" 8'-0" MDF CORE W/ LAMINATE GREAT ROOM ENTRY 214 CLUBHOUSE INTERIOR A T-6" 8'-0" WOOD WOOD MACHINE ENTRY 215 CLUBHOUSE INTERIOR B 1 T-0" 8'-0" WOOD/GLASS WOOD HALL ENTRY 216 CLUBHOUSE INTERIOR B 3'-0" 8'-0" WOOD/GLASS WOOD GREAT ROOM HALL 217 CLUBHOUSE INTERIOR G 3'-0" 8'-0" WOOD WOOD HALL MEWS 218 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD HALL LOW VOLT 219 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD HALL WOMEN'S 220 CLUBHOUSE INTERIOR B T-0" 8'-0" WOOD/GLASS WOOD HALL FITNESS 221 CLUBHOUSE INTERIOR B 3'-0" 8'-0" WOOD/GLASS WOOD FITNESS YOGA 222 CLUBHOUSE INTERIOR G T-0" 8'-0" WOOD WOOD MECH. YOGA 223 ICLUBHOUSE INTERIOR A T-0" 6'-8" WOOD WOOD MECH. CYBER CAFE 224 CLUBHOUSE INTERIOR B 3'-l" T-11" ALUM/GLASS ALUMINUM CYBER CAFE GAME ROOM 225 CLUBHOUSE INTERIOR H 5'-4" 8'-0" MDF CORE W/ LAMINATE CONFERENCE CYBER CAFE 226 CLUBHOUSE EXTERIOR D 6'-0" 8'-0" ALUM/GLASS ALUMINUM GAME ROOM EXTERIOR DECK NOTE: • DOOR SURFACES WITHIN 10" OF FLOOR SHALL HAVE A SMOOTH SURFACE FROM THE PUSH SIDE PER 2010 ADA STANDARDS 404.2.10 • PROVIDE TEMPERED GLAZING AS INDICATED ('T') AND AS REQ'D BY CODE • ALL HARDWARE SHALL COMPLY W/ THE AMERICANS WITH DISABILITIES ACT, 2014 FBC, AND RELATED STANDARDS • PROVIDE WEATHERSTRIPPING AT ALL EXTERIOR DOORS WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH RE:SCHED. RE:SCHED. RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE RE: SCHEDULE WIDTH RE: SCHEDULE 6" 6" 6" 6" 6" 6" RE: SCHED. / co / / \ bo w w w w w \\\ J // JI // LLI J // \\ J / \ J J \ / I J / LLJ 0 / _ / _ / \ _ / \ _ 0 _ F- LLJ I 0 _ _ /\ / \ I w U w 2 \ 2 \ 2 \ / 2 U \ / = U 2 // ♦\ I 2 U) = / \\ tii \ \ w \ di \ \ / / uj \ / W tii // \\ W \\ a \ W \ \ T / \I A B a [D] PEa F NOTE: REFER TO INTERIOR DESIGN DRAWINGS FOR FINISHES, DOOR PANEL STYLE/ DIMENSIONS, & HARDWARE. STYLE, FINISH, AND ALL HARDWARE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, 2014 FBC, AND RELATED STANDARDS PROVIDE TEMPERED GLAZING AS INDICATED (T) AND REQ'D BY CODE. DOOR LEGEND 6'-0" 40 4'-6" 8'-0" 3,_8„ 1" 2'-10 1/2" 1" 2'-10 1/2" 1" 1" 2'-1 1/2" 1"2'-1 1/2" " 1" 12'-6 1/2" 1" 2'-7" 1" 2'-6 1/2" 1" 1" T-6" 1" 12'-0" 1" T-101/2" 1" T-11" 1" T-10112" 1" SF-B SF-C 6'-0" 1",V-31/2"-1" T-1" 1"-1'-31/2"-1" 1" T-101/2" 1" 2'-11" 1" 2'-101/2" 1" 6'-6" 1 0- 1" T-1 1/2" 1" T-1 1/2" 1" SF-G SF-H SF-J SF-K KE P H A RT community ■ planning ■ architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VJJ H z n� O U O � V J OF Fko vAN 849 RED •Ap,G No. Date Issue 03.03.2017 PERMIT SET Project Architect DV Project Designer DV/JG Date 2017.02.24 Job Number 216032 Drawn By CH Checked By JG Title DOORMI NDOMSTOREFRONT SCHEDULES Sheet Number AC9ml mO GENERAL CONDITIONS A. B. ANCHOR BOLT F/ FACE OF P.A.F. POWDER ACTUATED FASTENER 1. PERFORM CONSTRUCTION AND WORKMANSHIP IN COMPLIANCE WITH CONTRACT DOCUMENTS ABV ABOVE F.D. FLOOR DRAIN PC. PRECAST AND THE FLORIDA BUILDING CODE 2014. A.C.I. AMERICAN CONCRETE F.F. FINISH FLOOR PERP PERPENDICULAR INSTITUTE FDN FOUNDATION R or PL PLATE 2. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR ADD'L ADDITIONAL FIN FINISH P.L.F. POUNDS PER LINEAL FOOT SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE MOST STRINGENT A.F.F. ABOVE FINISH FLOOR F.G. FINISH GRADE PNL PANEL SHALL BE PROVIDED. AGGR AGGREGATE FLR FLOOR PREMANUF PRE —MANUFACTURED 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE A.I.S.C. AMERICAN INSTITUTE OF FLG FLANGE PREFAB PRE —FABRICATED AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS STEEL CONSTRUCTION F.S. FAR SIDE P.S.F. POUNDS PER DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER A.I.S.I. AMERICAN IRON AND FT. FOOT SQUARE FOOT TEMPORARY BRACING, GUYS OR TIE —DOWNS MAY BE NECESSARY. SUCH MATERIAL SHALL STEEL INSTITUTE FTG FOOTING P.S.I. POUNDS PER BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION AL. ALUMINUM SQUARE INCH OF THE PROJECT. ALT ALTERNATE P.S.L. PARALLEL STRAND LUMBER ARCH ARCHITECTURAL) GA. GAGE, GAUGE PTN PARTITION 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE ASPH ASPHALT GAL. GALVANIZE P.T. PRESSURE TREATED VERIFIED BY THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL A.S.T.M. AMERICAN SOCIETY OF G.B. GRADE BEAM DRAWINGS. TESTING MATERIALS G.C. GENERAL CONTRACTOR R RADIUS A.W.S. AMERICAN WELDING GLB GLU—LAM BEAM REF REFERENCE 5. DESIGN LOADS: SOCIETY GR. GRADE REINF REINFORCED) (ING) A. SUPERIMPOSED DEAD LOADS: REQ REQUIRE FLOOR TRUSSES B/ BOTTOM OF H.C. HOLLOW CORE REQ'D REQUIRED BOTTOM CHORD 10 PSF B. B. BOND BEAM HK. HOOK REV REVIEWED TOP CHORD (INTERIOR) 15 PSF BIT BITUMINOUS HORIZ HORIZONTAL RF ROOF TOP CHORD (CORRIDORS, LANDINGS, BALCONIES) 30 PSF BLDG BUILDING H.P. HIGH POINT RTN RETURN ROOF TRUSSES BLW BELOW H.S. HEADED STUD RW RETAINING WALL BOTTOM CHORD 10 PSF BM. BEAM HT HEIGHT SCH SCHEDULE TOP CHORD10 PSF BOT BOTTOM S.E. SLAB EDGE B.P. BASE PLATE I.D. INSIDE DIAMETER SECT SECTION B. LIVE LOADS: BRDG BRIDGING I.F. INSIDE FACE S.F. STEP FOOTING RESIDENTIAL UNITS 40 PSF BRIG BEARING INT INTERIOR SHT SHEET BALCONIES 40 PSF BRK BRICK SIM SIMILAR CORRIDORS AND LANDINGS 100 PSF B.S. BOTH SIDES S.J. SAWCUT JOINT STAIRWAYS 100 PSF SECOND FLOOR PUBLIC AREAS 100 PSF BTWN BETWEEN JST JOIST SJI STEEL JOIST ROOF 20 PSF B.U. BUILT UP JT JOINT INSTITUTE SL. SLOPE C. WIND LOADS (ASCE 7-10): C/C CENTER TO CENTER SP. SPACE(S) ULTIMATE WIND SPEED (Vult) = 139 MPH CANT CANTILEVER K. KIP SPECS SPECIFICATIONS NOMINAL WIND SPEED (Vasil) = 108 MPH C.B. CONCRETE BEAM K.O. KNOCK OUT SQ. SQUARE EXPOSURE = D C.C. CONCRETE COL KWY KEYWAY S S STAINLESS STEEL RISK CATEGORY = II C.I.P. CAST IN PLACE STD STANDARD INTERNAL PRESSURE COEFFICIENT = + 0.18 (ENCLOSED) C.S.J. CONSTRUCTION JOINT L LENGTH STL STEEL NOT WITHIN WIND—BORNE DEBRIS REGION C.J. CONTROL JOINT LDG LANDING STIR STRENGTH I or CL CENTERLINE LG. LONG STRL STRUCTURAL 6. CONTRACTOR TO SUPPORT, BRACE AND SECURE STRUCTURE AS REQUIRED. CLR CLEARANCE) L.L. LIVE LOAD S.W. SHEAR WALL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING C.M. CONCRETE MASONRY LLH LONG LEG SYMM SYMMETRICAL CONSTRUCTION. C.M.U. CONCRETE MASONRY UNIT HORIZONTAL S.P. SOUTHERN PINE 7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND COL COLUMN LLV LONG LEG S.P.F. SPRUCE PINE FIR HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR COORD COORDINATE VERTICAL DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE CONC CONCRETE LNTL LINTEL T.B. TIE BEAM ATTENTION OF THE DESIGNERS BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE CONN CONNECTION L.S.H. LONG SLOTTED T&B TOP & BOTTOM EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIALS. CONT CONTINUOUS HOLES TDS TURN DOWN SLAB CONTR CONTRACTOR LONG LONGITUDINAL TEMP TEMPERATURE FOUNDATIONS CONST CONSTRUCTION L.P. LOW POINT THD THREADED 1. FOUNDATION DESIGN SHALL BE BASED ON AN ALLOWABLE BEARING PRESSURE OF 2000 CSK COUNTER SINK L.V.L. LAMINATED VENEER THK THICK PSF IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT BY BTL ENGINEERING CS.J CONSTRUCTION JOINT LUMBER THNS TO G THICKEN SLAB SERVICES, INC. DATED NOVEMBER 2, 2016 (PROJECT N0. 017-12-16-2236). IT IS THE CTR CENTER TOPPING CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THE SUBGRADE IS COMPACTED CTR'D CENTERED MAS MASONRY T/ TYPICAL SUFFICIENTLY TO ACHIEVE THIS BEARING PRESSURE MAX MAXIMUM TOP OF M.B. MASONRY BEAM TRANS TRANSVERSE 2. EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL DBL DOUBLE MBM METAL BUILDING MFR TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE GEOTECHNICAL D.L. DEAD LOAD M.C. MOMENT CONNECTION UNO UNLESS NOTED REPORT AND SPECIFICATIONS. DEPT DEPARTMENT MCJ MASONRY CONTROL OTHERWISE DIA DIAMETER JOINT 3. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMNS OR WALL ABOVE UNLESS DIAG DIAGONAL MECH MECHANICAL VERT VERTICAL NOTED OTHERWISE. DIM DIMENSION MEZZ MEZZANINE DIST DISTANCE MFR MANUFACTURE(ER) WD WOOD DN. DOWN DETAIL MIN MINIMUM W.F. WALL FOOTING DTL DRAWING ML. MICROLAM W.F. WIDE FLANGE DWG DOWEL MOM MOMENT W.O. WINDOW OPENING (MASONRY) DWL M.O. MASONRY OPENING W.P. WORKING POINT M.S. METAL STUD WS. WATERSTOP EA. EACH MTL METAL WT WEIGHT E.E. EACH END WWF WELDED WIRE FABRIC E.F. EACH FACE N.S. NEAR SIDE W/ WITH E.J. EXPANSION JOINT NTS NOT TO SCALE ENG ENGINEER EL. ELEVATION EQ. EQUAL OA. OVERALL EQ. SP. EQUAL SPACE(S) (ING) E.S. EACH SIDE O B OVER BUILT O.C. ON CENTER E.W. EACH WAY O.D. OUTSIDE DIAMETER EXT EXTERIOR O.F. OUTSIDE FACE OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD REINFORCING STEEL 1. ALL REINFORCING SHALL BE ASTM A615, GRADE 60. BARS SHALL SECURELY TIE IN PLACE WITH #16 DOUBLE —ANNEALED IRON WIRE, BARS SHALL BE SUPPORTED ON ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE STRUCTURES." CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO, AND REVIEWED BY, THE ARCHITECTS/ENGINEER BEFORE STARTING FABRICATION. 2. WELDED WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND CONFORM TO ASTM A185 (FLAT SHEET), YIELD STRENGTH 65,000 PSI. AN 8" MINIMUM LAP SHALL BE PROVIDE FOR SIDE AND END LAP. WELDED WIRE FABRIC SHALL SUPPORTED IN APPROVED CHAIRS. REFER TO NOTE #6 UNDER SLAB ON GRADE CONSTRUCTION FOR FIBROUS REINFORCING OPTION. 3. NO REINFORCING BARS SHALL BE SPLICED BY WELDING. AT THE CONTRACTOR'S OPTION, MECHANICAL BUTT SPLICING USING AN EXOTHERMIC WELDING PROCESS AND HIGH STRENGTH SLEEVES OR MECHANICAL CONNECTION SPLICING MAY BE USED, PROVIDED THAT THE MECHANICAL SPLICES SHALL BE ICBO APPROVED TO ACHIEVE A MINIMUM TENSILE STRENGTH OF 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. THE MINIMUM TENSILE STRENGTH REQUIREMENT SHALL BE INCREASED TO 160 PERCENT FOR MECHANICAL SPLICES AT THE INTERFACE OF DIAPHRAGMS AND THE LATERAL SYSTEM, AND FOR MECHANICAL SPLICES WITHIN ELEMENTS OF THE LATERAL SYSTEM. SPLICES DEVICES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION UNLESS NOTED OTHERWISE ON THE DRAWINGS. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. 4. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TOE PLATES, ANGLES ETC, IS PROHIBITED, EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. WHERE WELDING IS APPROVED, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING E9018 OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF AWS D1.4. 5. MINIMUM CAST —IN —PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS: a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3 INCHES. b. CONCRETE EXPOSED TO EARTH OR WEATHER: 1 1 /2 INCHES FOR #5 BAR OR SMALLER 2 INCHES FOR #6 BAR OR LARGER c. OTHER CONCRETE: WALLS — INTERIOR FACE: #14 AND #18 BARS — 1 1/2 INCHES #11 BARS AND SMALLER — 3/4 INCH SLABS #11 BARS AND SMALLER — 3/4 INCH BEAMS AND COLUMNS — TIES, STIRRUPS, SPIRALS: 1 Y INCHES 6 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. USE TENSION SPLICE CLASS "B" UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS NOTED OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL BE AS FOLLOWS: NORMAL WEIGHT CONCRETE, F'c (p.s.i.) BAR SIZE CLASS 3,000 4,000 5,000 6,000 #6 OR A 44 DIAM. 38 DIAM. 34 DIAM. 31 DIAM. SMALLER B 57 DIAM. 49 DIAM. 44 DIAM. 40 DIAM. #7 OR A 55 DIAM. 47 DIAM. 42 DIAM. 39 DIAM. LARGER B 71 DIAM. 62 DIAM. 55 DIAM. 50 DIAM. LAP SPLICE LENGTH NOTES: 1. TABLE IS BASED ON a) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN ONE BAR DIAMETER (BD), CLEAR COVER NOT LESS THAN ONE DB, AND STIRRUPS OR TIES THROUGHOUT THE LAP SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM, OR b) CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2 DB AND CLEAR COVER NOT LESS THAN ONE DB. FOR ALL OTHER CASES, MULTIPLY TENSION LAP BY 1.5. 2. FOR TENSION REINFORCEMENT WITH MORE THAN 12" OF CONCRETE BELOW, OR FOR VERTICAL REINFORCEMENT, MULTIPLY THE LAP SPLICE LENGTH INDICATED IN THE TABLE BY 1.3. HOWEVER, THE LAP SPLICE LENGTH SHALL NOT BE LESS THAN 12". 3. FOR TENSION REINFORCEMENT IN LIGHTWEIGHT CONCRETE, MULTIPLY LAP SPLICED LENGTH BY 1.3 ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Paris, Fl. 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Bailes, P.E. Florida No: 39923 M 49 M KEPHART communityy ■ planning air chitecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W z U Z C� V 3� �03/22/2018 111!r No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title STRUCTURAL GENERAL NOTES Sheet Number SC1MOM1 2 a. N N W CAST `N PLACE CONCRETE 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: _PLACEMENT MINIMUM STRENGTH MAX:WATER/CEMENT RATIO 1700_ INGS / SLAB ON GRADE: 3000 PSI 0.58 REMAINING CONCRETE: 4000 PSI 0.54 2. ALL -.ONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1 ", AND HAVE 2 TO 4% AIR ENTRAINMENT. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318. 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, LATEST EDITION. 6. ALL. REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 7. CONTRACTOR SHALL REVIEW ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ANCHOR BOLTS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 8. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES. 9. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 10. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE ARCHITECTURAL DRAWINGS. 11. TH'= FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 3" CONCRETE PERMANENTLY EXPOSED TO EARTH. -1 /2" ALL OTHER CONCRETE 12, HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 13. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1/2" AND HEIGHT EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. 14. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" (ACI PUBLICATION SP-`5, LATEST EDITION) AT THE PROJECT FIELD OFFICE. 15. "MINIMUM LAP LENGTHS ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS. -OR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED. 16. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS DIRECTLY TO THE ENGINEER. POST -TENSIONED SLAB ON GRADE 1. AL_ DESIGN, MATERIAL, AND WORKMANSHIP FOR POST -TENSIONED SLAB ON GROUND SHALL BE AS PUBLISHED BY THE POST -TENSIONING INSTITUTE. 2. THIS SLAB -ON -GROUND SHALL BE DESIGNED TO CONTROL TEMPERATURE AND SHRINKAGE CRACKS. INITIALLY, IT MAY SUSTAIN SHRINKAGE AND TEMPERATURE CRACKS DURING NORMAL CONCRETE CURING. 3. ALL DIMENSIONS, BRICKLEDGES, DROPS, OFFSETS, OPENINGS, INSERTS, ETC., SHALL BE VERIFIED BY THE BUILDER PRIOR TO THE PLACEMENT OF THE SLAB- ON -GROUND. 4. ALL CONCRETE SHALL COMPLY WITH ACI-318 AND HAVE A MINIMUM SPECIFIED 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. CALCIUM CHLORIDE OR ANY ADMIXTURES CON--AINING CALCIUM CHLORIDE SHALL NOT BE USED. 5. CONCRETE SHALL NOT BE PLACED IN RAINY WEATHER NOR AT TEMPERATURES BELOW 40'F NOR IN OTHER ADVERSE WEATHER. 6. CONCRETE SHALL BE WELL CONSOLIDATED, ESPECIALLY IN THE VICINITY OF POST -TENSIONING ANCHORAGES. FORMS SHALL BE STRIPPED WITHIN 5 DAYS OF CONCRETE PLACEMENT, BUT NO LESS THAN 24 HOURS. 7. PRI-STRESSING STEEL: PRESTRESSING STEEL SHALL BE CLEAN AND FREE FROM COIRROSION. STEEL SHALL CONFORM TO ASTM A-416, GRADE 270 LOW RELAXATION TYPE, FIELD ELONGATIONS SHOULD MEASURE WITHIN f7 PERCENT OF THE CALCULATED ELONGATIONS. ALL FIELD ELONGATIONS SHOULD BE SUBMITTED TO THE ENGINEER OF RECCRD PRIOR TO CUTTING THE TENDON TAILS. NOMINAL DIAMETER 1/2 INCH CROSS SECTIONAL AREA 0.153 SI ELASTIC MODULUS (ASSUMED) 28,500 KSI ULTIMATE TENSILE STRENGTH 41.3 KIPS MAXIMUM STRESSING FORCE 33.0 KIPS 8. STRAND SHALL BE COATED WITH A PERMANENT RUST PREVENTATIVE COATING AND ENCLOSED WITHIN AN EXTRUDED PLASTIC SHEATHING. FIELD TAPE ANY TEARS IN THE SHEATHING AND UP TO THE STRESSING ANCHORAGE PRIOR TO CONCRETE PLACEMENT. 9. TENDONS SHALL BE SECURED AND SUPPORTED TO THE FORMS AND SHALL BE SUPPORTED ON CHAIRS AT ALL INTERSECTIONS. ALL CHAIRS -TO -PT SHALL BE TIED AND ANY S-HOOKS SHALL BE CRIMPED PRIOR TO CONCRETE PLACEMENT. 10. SLAB TENDONS SHALL BE PLACED TO A VERTICAL TOLERANCE OF (+/-) 1/2" AND A HORIZONTAL TOLERANCE OF (+/-) 12" (3" AT EDGE OF SLAB) HORIZONTAL DEVIATIONS SHALL BE SMOOTHLY ACCOMPLISHED AND LIMITED TO ONE INCH PER FOOT. BEAM TENDONS SHALL BE PLACED TO A VERTICAL AND HORIZONTAL TOLERANCE OF (+/-) 1/2" 11. TENDONS SHALL BE STRESSED NO EARLIER THAN 3 DAYS AND NO LONGER THAN 7 DAYS AFTER CONCRETE PLACEMENT. 12. CONCRETE SHALL HAVE ACHIEVED A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI PRIOR TO STRESSING. LONGER ELAPSED TIMES MAY BE REQUIRED IN COLD WEATHER. 13. SHRINKAGE CRACKING CAN BE LIMITED BY PARTIAL STRESSING OF THE TENDONS TO 10 KIPS EACH ON THE DAY AFTER POURING. 14. FULLY STRESSED TENDONS SHALL BE CUT 1" WITHIN THE FACE OF THE CONCRETE. AFTER THE TENDON TAILS HAVE BEEN CUT OFF, A RUST PREVENTATIVE MATERIAL SHALL BE APPLIED ON THE EXPOSED ANCHOR AND TAIL. THE STRESSING POCKETS SHALL THEN BE FILLED WITH A STIFF, NON -SHRINK GROUT. 15. TENDONS IN AREAS WHERE DRILLING WILL OCCUR MAY BE SHIFTED AS MUCH AS 12" TO AVOID BEING CUT BY DRILL. SLAB ON GRADE CONSTRUCTION 1. SPECIFICATION: UNLESS NOTED OTHERWISE, SLAB ON GRADE CONSTRUCTION SHALL FOLLOW THE RECOMMENDATIONS OF "THE GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION ACI 302.1 R-04". 2. SUBGRADE PREPARATION: AREAS CONTAINING SLAB ON GRADE CONSTRUCTION SHALL BE STRIPPED TO SUFFICIENT DEPTH TO REMOVED ALL VEGETATION, TOP SOIL, ORGANIC AND OTHER UNSUITABLE MATERIALS. 3. REINFORCING STEEL: A. SEE THE DRAWINGS FOR TYPICAL SLAB REINFORCEMENT REQUIREMENTS. B. LAP CONTINUOUS SLAB ON GRADE REINFORCING STEEL 30 BAR DIAMETERS AT SPLICES BUT NOT LESS THAN 12". C. ALL REINFORCING STEEL FOR SLABS ON GRADE SHALL BE CHAIRED WITH SLAB BOLSTERS DESIGNED FOR SUPPORT ON SOIL TO PROVIDED SPECIFIED COVER TO REINFORCING STEEL. 4. SEE DETAILS ON THE DRAWINGS FOR REQUIREMENTS OF CONSTRUCTION JOINTS, CONTROL JOINTS AND POUR SIZE AND SEQUENCE OF SLAB ON GRADE CONSTRUCTION. 5. OPENINGS ON SLAB ON GRADE: UNLESS DETAILED OTHERWISE ON THE DRAWINGS, PROVIDE 1-#5XOPENING WIDTH +3'-0" AROUND ALL PENETRATION THROUGH SLAB ON GRADE ON GRADE 10" WIDE OR GREATER AND 1-#5 X 3'-0" DIAGONAL CORNERS BARS. SUCH REINFORCEMENT SHALL BE PROVIDED WHETHER OPENING IS SHOWN ON DRAWINGS OR NOT. 6. FIBROUS REINFORCING (OPTION): FIBROUS REINFORCING SHALL BE 100 PERCENT VIRGIN POLYPROPYLENE, FIBRILLATED FIBERS CONTAINING NO REPROCESS EDOLEFIN MATERIALS AND SPECIFICALLY MANUFACTURED TO AN OPTIMUM GRADATION FOR USE AS CONCRETE SECONDARY REINFORCEMENT. VOLUME PER CUBIC YARD SHALL EQUAL A MINIMUM OF 0.1% (1.5 LBS). 7. SLAB ON GRADE SHALL BE PLACED OVER A CONT. 10 MIL VAPOR. BARRIER. WOOD CONSTRUCTION 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL STRUCTURAL WOOD FRAMING SHALL BE No. 2 SOUTHERN PINE, UNO. STUDS FOR STRUCTURAL WALLS SHALL BE AS FOLLOWS: ALL .EXTERIOR CLUBHOUSE WALLS: SUPPORTING (1) FLOOR AND ROOF: 2x6 AT 16" O.C. (No. 2 Spruce -Pine -Fir) SUPPORTING ROOF ONLY: 2x6 AT 16" O.C. (No. 2 Spruce -Pine -Fir) ALL INTERIOR LOAD BEARING CLUBHOUSE WALLS: SUPPORTING (1) FLOOR AND ROOF: 2x6 AT 16" O.C. (No. 2 Spruce -Pine -Fir) SUPPORTING ROOF ONLY: 2x6 AT 16" O.C. (No. 2 Spruce -Pine -Fir) FOR NON -BEARING PARTITION FRAMING END -JOINTED LUMBER MAY BE USED INTERCHANGEABLY WITH SOLID -SAWN MEMBERS OF THE SAME SPECIES AND GRADE. SUCH LUMBER SHALL USE "HEAT -RESISTANT ADHESIVE" APPROVED FOR RATED WALL CONSTRUCTION. 3. PLACE A SINGLE 2x PLATE AT THE BOTTOM AND A DOUBLE 2x PLATE AT THE TOP OF ALL STUD WALLS. 2x SOLE PLATES SHALL BE ATTACHED TO THE SLAB WITH Y" DIA. x 4" EMBEDMENT SIMPSON TITEN HD SCREW ANCHOR OR APPROVED EQUAL. AT 4'-0" O.C. AT INTERIOR WALLS AND 2'-8" O.C. AT EXTERIOR WALLS. (PROVIDE (2) ANCHORS MIN. PER SOLE PLATE PIECE AND LOCATE SCREW ANCHOR 4 1/2" (MIN.) FROM EDGE OF SOLE PLATE AND OPENINGS). ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO INSTALLATION. SEE THE SHEAR WALL SCHEDULE ON SHEET S1.04 FOR SPECIAL SOLE PLATE ATTACHMENT AT SHEAR WALLS. 4. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. 5. WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO DOUBLE 2x10. AT ALL OTHER HEADERS PROVIDE MINIMUM TRIPLE WALL STUDS (TWO STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). 5. WALL SHEATHING SHALL BE: (SEE SHEAR WALL SCHEDULE ON SHEET S1.04 FOR REQUIREMENTS AT SHEAR WALLS.) a. AT INTERIOR WALLS PROVIDE 1/2" OR 5/8" GYPSUM WALLBOARD (SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS) EACH SIDE OF STUDS, NAILED WITH 5d COOLER NAILS AT 7" O.C. (USE 6d COOLER NAILS FOR 5/8" WALLBOARD) AT ALL SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS. b. AT EXTERIOR WALLS SHEATH THE INTERIOR FACE OF WALLS WITH GYPSUM WALLBOARD AS OT D B V F T IOR WALLS. SHEATH THE EXTERIOR FACE OF WALLS WITH Q WOOD STRUCTURAL PANEL NAILED WITH 8d NAILS AT 6" O.C. AT ALL EDGE S S AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE SOLID 2x BLOCKING AT ALL SHEET EDGES. BLOCKING IS NOT REQUIRED AT NON -LOAD BEARING PARTITIONS. c. ALL EXTERIOR SHEATHING SHALL EXTEND FULL HEIGHT OF WALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. WHERE SHEATHING CAN NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE. 6. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 0 7. FLOOR SHEATHING IS 3/4" WOOD STRUCTURAL PANEL GLUED AND NAILED WITH 10d NAILS AT 6" O.C. AT SUPPORTED EDGES, O.C. AT INTERMEDIATE SUPPORTS. USE PRESSURE TREATED SHEATHING AT ALL BALCONIES, BREEZE WAYS AND STAIR LANDINGS. 0 8. ROOF SHEATHING SHALL BE 15/32 WOOD STRUCTURAL PANEL NAILED WITH 8d NAILS AT 6 O.C. AT SUPPORTED EDGES, AND 8d . . A INTERMEDIATE SUPPORTS. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, ALLEYS, AND CHANGES IN ROOF SLOPE. 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY. 10. PARALLEL STRAND LUMBER (PSL) MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES ARE NOMINAL. 12. NAILING SCHEDULE: CONNECTION COMMON NAIL NUMBER OR SPACING SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 1Od 24" O.C. DOUBLE TOP PLATES, FACE NAIL 1Od 16" O.C. TOP PLATES LAPS AND INTERSECTIONS 1Od 3 TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 BUILT-UP CORNER STUDS 16d 24" O.C. STUDS TO SOLE PLATE, END NAIL 16d 2 13. WHERE WOOD BEAMS/HEADERS ABUT WOOD COLUMNS, PROVIDE SIMPSON "HUC" CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER. 14.PROVIDE STUDS UNDER ALL GIRDER FLOOR TRUSS BEARING LOCATIONS AS FOLLOW: 1 PLY GIRDER TRUSS - 2 STUDS MINIMUM 2 PLY GIRDER TRUSS - 3 STUDS MINIMUM 3 PLY GIRDER TRUSS - 4 STUDS MINIMUM 4 PLY GIRDER TRUSS - 5 STUDS MINIMUM PREFABRICATED WOOD TRUSSES 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END TO THEIR SUPPORTING WALLS OR BEAMS. 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LAST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STESS-GRADE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 25% FOR ROOF TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND TOTAL DEAD LOAD. 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A FLORIDA LICENSED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR SYSTEM PROPOSED. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11 " PROVIDE CONTINUOUS LET IN 2x4'S. SHOP DRAWINGS 1. FOUR COPIES OF SHOP DRAWINGS SHALL BE SUBMITTED FOLLOW THE ARCHITECT'S INSTRUCTIONS FOR DISTRIBUTION. 2. COMPLETE SHOP DRAWINGS SHALL BE SUBMITTED IN WHOLE FOR EACH OF THE FOLLOWING CATEGORIES: (a) POST -TENSIONED SLABS -ON -GRADE (b) PRE-ENGINEERED TRUSSES 3. DETAILER SHALL BE RESPONSIBLE FOR CHECKING ALL ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR OPENINGS AND EMBEDS, EFFECTING STRUCTURAL MEMBERS. 4. SHOP DRAWINGS SHALL BEAR THE INITIALS OF THE DETAILER'S CHECKER AND BE APPROVED BY THE CONTRACTOR BEFORE SUBMITTAL TO ENGINEER. 5. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY CONTRACTOR, SUB -CONTRACTOR, ERECTOR, FABRICATOR, OF MATERIAL SUPPLIER IN LIEU OF PREPARATION OF SHOP DRAWINGS SIGNIFIES HIS ACCEPTANCE OF ALL INFORMATION SHOWN HEREON AS CORRECT, AND OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY ERRORS THAT MAY OCCUR HEREON. 6. IF REPRODUCTIONS OF THESE CONTRACT DRAWINGS ARE USED IN LIEU OF PREPARATION OF SHOP DRAWINGS, THE ARCHITECT'S, ENGINEER'S, OR OTHER DESIGN CONSULTANT'S TITLE BLOCK SHALL BE REMOVED AND REPLACED WITH A TITLE BLOCK LISTING THE FOLLOWING ITEMS: 1) NAME, ADDRESS, AND TELEPHONE NUMBER OF CONTRACTOR, SUB -CONTRACTOR, ETC. SUBMITTING SHOP DRAWINGS. 2) SHEET NUMBER. 3) DATE DRAWING PREPARED, INITIALS OF PERSON WHO PREPARED DRAWINGS, AND PERSON WHO CHECKED DRAWINGS. ANY REPRODUCTION OF THESE CONTRACT DRAWINGS NOT COMPLYING WITH THE ABOVE WILL BE REJECTED WITHOUT REVIEW. CALCULATION REQUIREMENTS 1. CALCULATIONS AS REQUIRED BY DRAWINGS SHALL BE SUBMITTED WITH THE REQUIRED SHOP DRAWINGS. 2. ALL CALCULATIONS SUBMITTED SHALL BE PRESENTED IN A LEGIBLE MANNER AND FOLLOW AN ORDERLY, LOGICAL SEQUENCE. 3. ALL REFERENCES AND SOURCES OF INFORMATION SHALL BE LISTED WITHIN THE CALCULATIONS. COPIES OF PERTINENT SECTIONS SHALL BE INCLUDED. 4. BASIC LOADS AND DERIVATION OF FORCES, MOMENTS, SHEARS, REACTIONS, DEFLECTIONS, CAMBERS, ETC., SHALL BE INCLUDED. INCLUDE ALL UNBALANCED LOADING FORCES AS REQUIRED. 5. DESIGN ASSUMPTIONS SHALL BE CLEARLY STATED. 6. ALL COMPUTER GENERATED CALCULATIONS SHALL BE ACCOMPANIED WITH EXPLANATIONS OF OUTPUT/INPUT DATA (i.e. VARIABLE IDENTIFICATION, LOAD DERIVATION, ETC.). A BRIEF EXPLANATION OF GENERAL THEORY, METHOD AND ASSUMPTIONS USED SHALL BE INCLUDED. 7. ALL CALCULATIONS ARE TO BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. ASD ADVANCED STRUCTURAL DESIGN To the hest of the engineer's knowledge, the plans and speafi etions comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number. 25893 John M. Baffles, P.E. Florida No: 39923 No. Date Issue 1 03.03.2017 PERMIT SET 07.21.2017 REVIEW COMMENTS M 49 E KEPHART commmnityy ■ planning an Itecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W F--I 0 U C/� 0 V a ES �y T.RFhi ss` 03/22/2018 Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title STRUCTURAL GENERAL NOTES Sheet Number SC 1-0.2 co 0 N O H 0 U 4 I I I I I I I I I I I I I I I I I I I I I I I II I II a h BUILDING 6.4 Ft. 27.3 Ft. 10' < ANG < 45' COMPONENT AND CLADDING ZOI et: r� oL DIAGRAMS WIND PRESSURE SCHEDULE AREA (A) (SQFT) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 + (PSF) - (PSF) + (PSF) - (PSF) + (PSF) - (PSF) + (PSF) - (PSF) + (PSF) - (PSF) < 20 18.5 -29.4 18.5 -51.1 18.5 -51.1 32.1 -34.8 32.1 -43.0 20 < A < 50 16.9 -28.6 16.9 -47.1 16.9 -47.1 30.7 -33.4 30.7 -40.1 50 < A < 100 14.7 -27.5 14.7 -41.6 14.7 -41.6 28.7 -31.5 28.7 -36.3 > 100 13.1 -26.7 13.1 -37.5 13.1 -37.5 27.3 -30.0 27.3 -33.4 WIND PRESSURES SHOWN ARE UNFACTORED (SERVICE LOAD) VALUES. TO OBTAIN ULTIMATE DESIGN PRESSURES FOR ASCE 7-10 LOAD COMBINATIONS, MULTIPLY THE PRESSURES SHOWN BY A FACTOR OF 1.3. ///'11111� cASD ADVANCED STRUCTURAL DESIGN To the best of the engineers knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Banes, P.E. Florida No: 39923 r 49■ KEPHART commonttyy ■ planning arohitecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VJJ z 1� c U U, C O � Z Z 40.39 PLO d' 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title GENERAL NOTES & WIND DIAGRAMS Sheet Number SC1 m01111111113 0 CN O 0 0 U SHEARWALL SCHEDULE f TYPE FLOOR SHEATHING NAILING CONNECTOR AT N0. STUDS AT FND SOLE PLATE PATTERN I END OF WALL END OF WALL ATTACHMENT x � x x x 5A O� car pop �p �p `11 P� P� ��P LPG `�G G P,C, ` ` �`b \(b �ccP '`%K +fie+tk FIRST - • • • SECOND • • • O FIRST • • • • 2 SECOND • • • O3 FIRST • • • • ® FIRST • • • • I. ALL HARDWARE FASTENERS ARE AS MANUFACTURED BY THE SIMPSON STRONG -TIE COMPANY, INC. (OR APPROVED EQUAL) AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2. WHERE SCHEDULED ADDITIONAL STUDS AT THE ENDS OF SHEAR WALLS ARE INTERRUPTED AT TRUSS BEARING, PROVIDE SOLID BLOCKING STUDS SCHEDULED FOR THE LOWER FLOOR. 3. WHERE SCHEDULED SHEATHING CANNOT EXTEND FULL HEIGHT OF WALL, PROVIDE SHEATHING OR BLOCKING BETWEEN FLOOR TRUSSES AT ALL SHEARWALLS PER SECTION. 4. SHEATHING SHALL EXTEND FULL HEIGHT OF SHEARWALLS. STAGGER SHEATHING HORIZONTAL JOINTS SO THEY DO NOT FALL AT HORIZONTAL JOINT BETWEEN DOUBLE TOP PLATES. WHERE SHEATHING CAN NOT EXTEND FULL HEIGHT PROVIDE ADDITIONAL SHEATHING IN TRUSS SPACE PER SECTION. 5. WHEREVER THE SHEATHING OF A SHEAR WALL IS INTERRUPTED (I.E. BY AN INTERSECTING WALL) IN THE VERTICAL PLANE, THE SCHEDULED "ADD'L STUD AT END OF WALL" AND HOLDDOWN ANCHORS SHALL BE PROVIDED AT THE END OF THE SHEATHING (ONE EACH SIDE OF THE INTERRUPTION). THE QUANTITY OF SHEARWALL CALLOUTS ON THE PLANS MAY NOT ACCURATELY REFLECT THE NUMBER OF HOLDDOWNS REQUIRED BECAUSE OF THIS. THE CONTRACTOR MUST FIRST DETERMINE WHERE THE SHEARWALL SHEATHING WILL BE INTERRUPTED BEFORE DETERMINING THE NUMBER HOLDDOWNS REQUIRED. 3. WHERE BOLTS ARE CALLED OUT FOR HOLDDOWN ANCHORS, THE BOLTS SHALL BE CAST INTO THE SLAB WITH A MINIMUM EMBEDMENT OF 12 INCHES. 7. PROVIDE SOLID 2x BLOCKING AT ALL SHEATHING EDGES. 3. WHERE SHEARWALL SHEATHING OCCURS AT THE INSIDE OF A UNIT HOLD INTERSECTING INTERIOR PARTITION WALLS BACK SO THAT SHEARWALL SHEATHING IS UNINTERRUPTED. C, • �p� G. Ip� G �p� G 5p G �O P �c`Z�OP ��O�g�O F � h� �01 h\ • • HOLDOWN / END OF WA SEE SHEAR SCHEDULE. ANCHOR B( SHEARWALL SCHEDULE. FOUNDATION 1 1/4 12d NAILS AT 16" O.C. STAGGERED EACH SIDE TYPICAL 00 00 N 1-1 1 1/4" (-2)-2x STUDS BUILD-UP STUDS NAILING PATTERN_ SEE PLAN FOR EXTENT OF SHEARWALL M. 1 1/4 SHEARWALL EDGE NAILING 12d NAILS AT 8" O.C. STAGGERED EACH SIDE 1 1/4" (.2)-2x STUDS BUILD-UP STUDS AT SHEARWALL ADJOINING PANEL EDGES NAILING PATTERN SCALE: 3/4' -1'-0' PROVIDE 2x4 BLOCKING AT PANEL EDGES AND AT 4'-0" O.C. MAX BETWEEN STUDS 2x STUD WALL — SHEAT PER SHEARWALL SCHEDI AND FASTEN PER SHEARWALL SCHEDULE. SIMPSON STRONG BOLT — SEE SHEARWALL SCHEDU FOUNDATION TYPICAL SHEAR WALL HOLD DOWN (AT FOUNDATION) SCALE: 3/4' -1'-V 16d NAILS AT 6" O.C. STAGGERED EACH SIDE (TYP.) SHEARWALL EDGE NAILING (TYP.) PLAN VIEW TYPICAL SHEARWALL PANEL AT CHANGE IN STUD SIZE SCALE: 314' -1'-0' ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications amply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677a94 Florida Engineering Business Number: 25893 John M. Baffles, P.E. Florida No: 39923 _■ KEPHART community ■ planning a ebitwturo 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W F--I n� n 0 U O Ow Z V 1 11 s 11.i s • 03/22/2018 No. Date Issue 1 03.03.2017 PERMITSET 1 07.21.2017 REVIEW COMMENTS Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SHEARWALL SCHEDULE / DETAILS Sheet Number SC1 mom41 a U, N m FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING =ASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL 3E: SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER 8d COMMON NAIL 6d COMMON NAIL 10d COMMON NAIL CONT. nni In1 F Tnn PLATE 2--FULI ALTERNATE FASTENER 8d RING SHANK NAIL 8d SCREW SHANK NAIL 0.131 P—NAIL #6xl 1/4" TYPE "S" OR "W" DRYWALL SCREWS 1Od RING SHANK NAIL 10d SCREW SHANK NAIL 0.148 P—NAIL \TTACH BEAM W/ SMPSON EPC (TYP.) SEAM, SEE PLAN AND/OR >CHEDULE (TYP.) 'OST OR MULTIPLE STUDS. SEE COLUMN SCHEDULE FOR BEAMS (TYP.) TYPCAL BEAM TO POST CONNECTION AT ROOF SCALE: 3/4' -1'-0' SIMPSON CS18 W/(18) 10d NAILS WOOD BEAM, SEE & SCHED. Q� WD. BEAM & WD. POST T 44 POST (OR STUD PACK) W/ (4) 16d TOENAILS FLOOR SHEATHING, SEE GENERAL NOTES. SIMPSON ECCQ44 COLUMN POST CAP WOOD POST, SEE PLAN. 11PICAL BALCONY FRAMING DETAIL SCALE: 3/4' -1'-0' HEADER/BEAM SCHEDULE TYPE HEADER/BEAM REMARKS H1 DOUBLE 200 — H2 DOUBLE 202 — H3 TRIPLE 2x8 — H4 TRIPLE 2x10 — H5 TRIPLE 2x12 — H6 3 1/2" x 9 1/4" PSL — H7 3 1/2" x 11 7/8" PSL — H8 3 1/2" x 14" PSL — 1. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H3 AT ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS. SEE DETAIL 1/S1.04 FOR INTERIOR NON —LOAD BEARING WALLS. 2. AT MULTIPLE 2x HEADER/BEAMS PROVIDE 1/2" PLYWOOD (OR O.S.B.) FLITCH PLATE BETWEEN PLIES. 3. NAIL ALL MULTI —MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM, EACH SIDE, STAGGERED. 4. PSL—INDICATES A PARALLEL STRAND LUMBER. 5. IN LIEU OF PSL MATERIAL, LAMINATED VENEER LUMBER (LVL) MAY BE SUBSTITUTED WITH IDENTICAL DEPTHS AND EQUIVALENT COMPOSITE WIDTHS. 6. H#(F) — INDICATES FLUSH BEAM WITH BOTTOM OF BEAM AT TRUSS BEARING ELEVATION OR HIGHER. ATTACH BEAM W/ SIMPSON EPC (TYP. END CONDITION SEAM, SEE PLAN AND/OR ;CHEDULE (TYP.) 'OST OR MULTIPLE STUDS. SEE COLUMN SCHEDULE FOR BEAMS (TYP.) COLUMN SCHEDULE FOR BEAMS BEAM TYPE COLUMN TYPE VERTICAL NAILING H1 (1)-2xSTUD UP TO 4'-0" OPENING 2—2xSTUDS FOR GREATER THAN 4 —0 16d @ 16" O.C. H2 �1)-26TUD UP TO 4'-0" OPENING 2—2xSTUDS FOR GREATER THAN 4 —0 16d @ 16" O.C. H3 (1)-2xSTUD UP TO 4'-0" OPENING 2—2xSTUDS FOR GREATER THAN 4'-0" 16d @ 16" O.C. H4 (3)-2xSTUDS OR 44 POST 16d @ 16" O.C. H5 (3)-2xSTUDS OR 44 POST 16d @ 16" O.C. H6 (3)-2xSTUDS OR 44 POST 16d @ 16" O.C. H7 (3)-2xSTUDS OR 44 POST 16d @ 16" O.C. 1. STUD PACK SIZES SHALL MATCH WALL FRAMING STUD SIZE. 2. COLUMN SHALL BE CONNECTED AT EACH LEVEL WITH SIMPSON CS18x42 METAL STRAP AND AT FOUNDATION WITH SIMPSON RSP4 AT STUDS. 3. PROVIDE 2x CRIPPLES STUDS TO MATCH STUD PACK IN FLOOR CAVITY. 2x CRIPPLE STUDS (2) 2x4 NAIL UPPER 2x4 TO CRIPPLE STUDS WITH (2) 16d AT EACH STUD AND LOWER 2x4 TO UPPE 2x4 WITH 10d AT 16" O.C. PROVIDE ONE JACK STUD AND ONE FULL HEIGHT ROUGH OPENING STUD AT EACH END. AT HEAD NON BEARING WALL SCALE: 3/4' =1'-O' SPLICE WHERE OCCURS AT CENTER LINE OF POST ATTACH BEAM W/ SIMPSON PC (TYP.) INTERIOR CONDITION TYPCAL BEAM TO POST CONNECTION DETAIL SCALE- 3/4' -1'-0' CONT. DOUBLE 1 PLATE (TYP.) 2x STUDS EA OF POST W/ AT 12" O.C. ATTACH BEA SIMPSON EF POST OR MI STUDS. SEE SCHEDULE f OP PF TC ST ;H SIDE 16d NAILS :TYP.) � W/ (2 C (TYP.) JLTIPLE COLUMN OR BEAMS (TY . v v FOOTING SCHEDULE MARK SIZE WIDTHxLENGTHxDEPTH REINFORCING BOTTOM TOP F-3.0 3'-0"x3'-0"x1'-2" (3) #5 EA. WAY F-4.00.0 4'-0"x3'-0"x1'-2" #5 EA. WAY 12" O.C. F-4.0 4'-0"x4'-0"x1'-2" (3) #5 EA. WAY FOOTING NOTE: EXCAVATIONS UNDER FOOTINGS TO INSTALL PIPING AND CONDUIT RUNS ARE PROHIBITED. ANY PIPE THAT PASSES UNDER A FOOTING OR THOUGH A FOUNDATION WALL SHALL HAVE A PIPE SLEEVE. THE SLEEVE SHALL BE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH THE WALL. UNDERMINING OF FOOTINGS WOULD REQUIRED THE CONTRACTOR TO RETAIN A LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA WHO SHALL INVESTIGATE THE CONDITIONS AND DESIGN TEMPORARY SHORING AS REQUIRED BY THE FLORIDA BUILDING CODE. OVIDE SIMPSON A35 AT P AND BOTTOM OF JDS (TYP.) 16d EACH SIDE (TYP.) TYPCAL BEAM PERPENDICULAR TO WALL DETAIL SCALE 3/4' - T-0' POST OR MULTIPLE — STUDS. SEE COLUMN SCHEDULE FOR BEAMS PROVIDE SOLID BEARING (TYP.) CONT. DOUBLE TOP PLATE (TYP.) POST OR MULTIPLE � STUDS. SEE COLUMN 1 SCHEDULE FOR BEAMS (TYP.) TYPCAL POST SPLICE CONNECTION DETAIL- SCALE: 3/4' = T-0' CONT. 2x PLATE W/ 16d NAILS @ 4" O.C. (TYP.) /-- SHEATHING, SEE PLAN (TYP.) PRE—ENGINEERED WOOD TRUSSES, SEE PLAN (TYP.) MPSON A35 EACH SIDE (TYP.) (ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number. 25893 John M. Baffles, P.E. Florida No: 39923 KEPHART community • planning architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kepban.com W H O U U, O O w rCl� V <w •ytp2Sbl wl�r V -.'% 0 * 39faz$ k"i a .Pt #'q )f9, i 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SCHEDULES & DETAILS Sheet Number sci MO.5 a. a 4 6 fV co PLAN NOTES: ❑1 SEE SHEETS S1.01, S1.02 & S1.03 FOR GENERAL STRUCTURAL NOTES. 02 DO NOT SCALE DRAWINGS. SEE ARCH. DWGS. FOR ADDITIONAL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ ARCH. DWGS. PRIOR TO START OF CONSTRUCTION. IF A DISCREPANCY SHOULD OCCUR, CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 03 TYP. CONC. SLAB ON GRADE CONSTRUCTION: 4" (MIN.) THICK POST —TENSION FOUNDATION / SLAB ON GRADE (DESIGNED BY SPECIALTY ENGINEER) OVER CONT. 10 MIL VAPOR BARRIER (SEE ARCH. DWGS.) ON COMPACTED SUBGRADE. COORDINATE ALL SLAB SLOPES & DEPRESSIONS W/ ARCH. DWGS. (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCH. &/OR CIVIL DWGS.) CLUBHOUSE - FOUNDATION PLAN WAM: 31*'-r-V ® REFER TO MECHANICAL, ELECTRICAL. & PLUMBING DRAWINGS FOR UNDERGROUND UTILITIES & SLAB PENETRATIONS. ❑5 O INDICATES WOOD STUD SHEAR WALL TYPE, ® INDICATES HOLDOWN ANCHOR LOCATIONS. INDICATES EXTENT OF SHEAR WALL. SEE SHEAR WALL SCHEDULE FOR SHEAR WALL INFORMATION. © SEE ARCH. DWGS. FOR CONSTRUCTION INFORMATION OF INTERIOR NON —LOAD BEARING WALLS NOT SHOWN. 0 TYPICAL STAIR/LANDING CONSTRUCTION: (SEE ARCH. DWGS. FOR INFORMATION & GEOMETRY). COORDINATE SUPPORT LOCATIONS & ATTACHMENT W/ MFR./SUPPLIERS APPROVED SHOP DWGS. ASD ADVANCED STRUCTURAL DESIGN To the best of the engineers knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Belles, P.E. Florida No: 39923 _■ KEPHART commmnityy ■ planning alrchitwture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephwt.com V J W H z O U U, C O � Z Z C� � � $g#7,r}.w{'eyE# (Sy�y� �4R _ ""` � " f tpgf�!#4f# :Q. rs(1Qfg4.7 O i` d 10016.``•. 03/22/2018 No. Date Issue 1 03.03.2017 PERMITSET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title CLUBHOUSE - FOUNDATION PLAN Sheet Number sci Mi mi 2 a n N PLAN NOTES: 01 SEE SHEETS S1.O1, S1.02 & S1.03 FOR GENERAL STRUCTURAL NOTES. ❑2 DO NOT SCALE DRAWINGS. SEE ARCH. DWGS. FOR ADDITIONAL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ ARCH. DWGS. PRIOR TO START OF CONSTRUCTION. IF A DISCREPANCY SHOULD OCCUR, CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 03 TYPICAL FLOOR CONSTRUCTION: 1 1/2" (MIN.) THICK LT. WT CONC. SLAB REINF. W/ POLYPROPYLENE FIBERS ON (1) LAYER OF 3/4" SHEATHING (SEE GENERAL NOTES FOR ATTACHMENT) OVER 18" DEEP PRE—ENGINEERED WOOD TRUSSES AT 24" O.C. (MAX.). SEE ARCH. DWGS. FOR ALL FLOOR ELEVATIONS, RECESSES & SLOPES (TYP.). CLUBHOUSE - 2ND FLOOR FRAMING PLAN XALE: 31%'a1'-V ® TYPICAL FLOOR CONSTRUCTION: 1 1 /2" (MIN.) THICK LT. WT CONC. SLAB REINF. W/ POLYPROPYLENE FIBERS ON (1) LAYER OF 3/4" SHEATHING (SEE GENERAL NOTES FOR ATTACHMENT) OVER 18" DEEP PRE—ENGINEERED WOOD TRUSSES AT 12" O.C. (MAX.). SEE ARCH. DWGS. FOR ALL FLOOR ELEVATIONS, RECESSES & SLOPES (TYP.). ❑5 TYPICAL BALCONY FLOOR CONSTRUCTION: 1 1/2" (MIN.) THICK LT. WT CONC. SLAB REINF. W/ POLYPROPYLENE FIBERS ON (1) LAYER OF 3/4" SHEATHING (SEE GENERAL NOTES FOR ATTACHMENT) OVER TOP CHORD BEARING PRE—ENGINEERED WOOD TRUSSES AT 24" O.C. (MAX.). SLOPE BALCONY JOIST FROM 15" DEEP TO 14.375" (MIN.) DEEP AT EXTERIOR EDGE. COORD. W/ ARCH. DWGS. © SEE ARCH. DWGS. FOR CONSTRUCTION INFORMATION OF INTERIOR NON —LOAD BEARING PARTITION WALLS NOT SHOWN. ❑7 TYPICAL STAIR/LANDING CONSTRUCTION: (SEE ARCH. DWGS. FOR INFORMATION & GEOMETRY). COORDINATE SUPPORT LOCATIONS & ATTACHMENT W/ MFR./SUPPLIERS APPROVED SHOP DWGS. ® PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER TYPE IS SPECIFIED, PROVIDE H2 AT INTERIOR LOAD BEARING WALLS AND H3 AT EXTERIOR LOAD BEARING WALLS. SEE HEADER / BEAM SCHEDULE & COLUMN SCHEDULE AT BEAM LOCATIONS. 09 PROVIDE ADDITIONAL STUDS AT EACH END OF GIRDER TRUSSES TO FOUNDATION. REFER TO WOOD GENERAL NOTES FOR ADDITIONAL INFO. 10 TYPICAL ROOF CONSTRUCTION: ROOFING SYSTEM (SEE ARCH. DWGS.) OVER 15/32" SHEATHING (SEE GENERAL NOTES FOR ATTACHMENT) OVER PRE—ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.), COORD. ALL TRUSS PROFILES & EXACT LAYOUT W/ ARCH. DWGS. & MFR./SUPPLIER APPROVED SHOP DWGS. ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Baffles, P.E. Florida No: 39923 _■ KEPHART commonityy ■ planning alrchitseWre 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com VJJ z L c U U, O O w Z Z .�liY#+Qp divp T�R f i a W 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title CLUBHOUSE- 2ND FLOOR FRAMING PLAN Sheet Number sci Mi.2 f a IV 00 PLAN NOTES: 01 SEE SHEETS S1.01, S1.02 & S1.03 FOR GENERAL STRUCTURAL NOTES. 02 DO NOT SCALE DRAWINGS. SEE ARCH. DWGS. FOR ADDITIONAL DIMENSIONS NOT SHOWN. VERIFY ALL DIMENSIONS W/ ARCH. DWGS. PRIOR TO START OF CONSTRUCTION. IF A DISCREPANCY SHOULD OCCUR, CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 03 TYPICAL ROOF CONSTRUCTION: ROOFING SYSTEM (SEE ARCH. DWGS) OVER 15/32" SHEATHING (SEE GENERAL NOTES FOR ATTACHMENT) OVER PRE—ENGINEERED WOOD TRUSSES SPACED @ 24" O.C. (MAX.), COORD. ALL TRUSS PROFILES & EXACT LAYOUT W/ ARCH. DWGS. & MFR./SUPPLIER APPROVED SHOP DWGS. CLUBHOUSE - ROOF FRAMING PLAN SCALE: 31W-r-V ® PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER TYPE IS SPECIFIED, PROVIDE H2 AT INTERIOR LOAD BEARING WALLS AND H3 AT EXTERIOR LOAD BEARING WALLS. SEE HEADER / BEAM SCHEDULE & COLUMN SCHEDULE AT BEAM LOCATIONS. ❑5 PROVIDE ADDITIONAL STUDS AT EACH END OF GIRDER TRUSSES TO FOUNDATION. REFER TO WOOD GENERAL NOTES FOR ADDITIONAL INFO. ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Bailes, P.E. Florida No: 39923 M 49 M KEPHART community ■ planning architecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com V J W z l 1 O U U, O O � C� tAo- P, ., PL O sop+ 6 1 fit tit 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title CLUBHOUSE - ROOF FRAMING PLAN Sheet Number sci Mi.3 INTERIOR WALL SHEATHING EACH SIDE, SEE GENERAL STUD WALL FRAMING, NOTES AND SHEARWALL SEE GENERAL NOTES. STUD WALL FRAMING, SCHEDULE. SEE GENERAL NOTES. PLATESOLE STUD WALL FRAMING, SEE SHHEARWAATTACHMENT, E WALL SCHEDULE AND SOLE PLATE ATTACHMENT, SEE GENERAL NOTES. PROVIDE RECESS AT GENERAL NOTES. SHEAR WALL SCHEDULE AND GARAGE DOOR GENERAL NOTES. SOLE PLATE LOCATIONS. SEE ARCH. POST TENSION SLAB wElf v ATTACHMENT, SEE SHEA I 1 L' POST TENSION SLAB WALL SCHEDULE AND POST TENSION POST TENSION d d GENERAL NOTES. SLAB SLAB 00 ,.�\� 00 \ /\ / \ i�\\�� �� VAPOR BARRIER, 1, —0» \ \ \\ VAPOR BARRIER, o \,; xX ��� '�\/!\� \i\\l.\i\! !r�\�/ VAPOR BARRIER, �ii\\ a /i\, TYP. SEE ARCH'L. , �\ \/ MIN TYP. SEE ARCH'L. TYP. SEE ARCH'L. ��� VAPOR BARRIER, TYP. 1 —0\� / ° .. \/ SEE ARCH'L. MIN 1'-0" MIN MIN SECTION 2 SECTION SECTION 4 SEC11ON 1 (D SCALE: 314 ®• 1-0 SCALE: 3/4 =1'-0, • ' ' SCALE: 314' -1'-0' SCALE: 3/4' = r-0' • POST —TENSIONED SLAB ON GRADE, SEE FOUNDATION PLAN NOTES SLOPE CFF DI AKI W SECTION. SCALE: 3/4' -1'-0' STAIR STRINGER AND CLIP ANGLE BY STAIR MFG. STUD WALL NOT SHOWN — SEE GENERAL NOTES FOR ATTACHMENT OF STUD WALL (2) 3/4" DIA o TO FOUNDATIONS. BOLTS EXP. BOLTS POST TENSION SLOPE Q SLAB SEE PLAN ° 00 \\\\/ 1'-0" VAPOR BARRIER, MIN TYP. SEE ARCH'L. 1' —0" VAPOR BARRIER, MIN TYP. SEE ARCH'L. 2 HOUR RATED WALL PROVIDE #5 ELEVATOR EQUIPMENT & CONT (TYP.) ACCESSORIES INSTALLED BY ELEVATOR MFR./SUPPLIER (TYP.) CONT 2 4 KEYWAY ry U 3" CLR. �IYP.j d ° . x ° d (TYP. 4 SIDES) #5 @ 12" O.C. (MAX.) EACH WAY-- , C. CENTERED IN WALL. (TYP.) ° PROVIDE 2'-0"x2'-0" BLOCK —OUT AT CENTER LINE OF HOISTWAY W/ (2) #6x6'-0" EACH SIDE (1) TOP 1'-0" & (1) BOT. CONT. 2x4 • 1'-0" 1'-0" KEYWAY (TYP. ° d 4 SIDES) ° SEC11ON 6 SCALE: 3/4' =1'-0' POST —TENSIONED SLAB ON GRADE, SEE FOUNDATION PLAN NOTES SEE PLAN � T/SLAB a' CONT. Rx ° WATERSTOP (TYP.) ° e ° ° a ° d ° PROVIDE #5 @ 12" O.C. (MAX.) EACH WAY, TOP & BOT. 6" SUMP PIT AS ROD. BY ELEVATOR MANUFACTURER/ SUPPLIER, REINF/ W/ (3) #5 EACH WAY, BOT. PROVIDE 1" GRATING COVER W/ RECESSED ANGLE FRAME: L1 x1 x1 /8 GENERAL CONTRACTOR TO COORD. W/ ELEVATOR MFR. APPROVED SHOP DRAWINGS. ELEVATOR PIT DETAIL 9 SCALE: IN z 01 o I � SEE PLAN T/FND. DRnvinr- -� Fv-K F� Miff)n ('nl I IAAKI MIN REFER TO DETAIL 8/S3.23 FOR WALL STUDS SPLICE DETAIL SEC11ON 7 SCALE: 3/4' -1'-0' SAW CUT CONTROL JOINT NOTES: 1). MAKE SAW CUT AS SOON AS SLAB IS ABLE TO SUPPORT WEIGHT OF WORKERS AND SAWING EQUIPMENT WITHOUT DAMAGE TO FINISH SURFACE OF SLAB. 2). ALL SAW CUT CONTROL JOINTS SHALL BE "SOFT CUT" WITHIN 2 HOURS AFTER FINAL FINISHING. 3). CLEAN JOINT PRIOR TO FILLING THE JOINT. 1 8" SAW CUT OR PREMOLDED STRIP -11 CONT. SLAB REINF. --J (W.W.F.) AT SAW CUT JOINT (TYP.) CONTROL JOINT JOINT FILLER MATERIAL NOTES: 1). FILLER MATERIAL USED SHALL HAVE A MINIMUM SHORE A HARDNESS OF 35, AND SHALL CONFORM TO ASTM D2240. JOINT FILLER SHALL BE APPROVED BY ENGINEER PRIOR TO APPLICATION. APPROVED JOINT FILLER IS VULKEM 245 AS MANUFACTURED BY MAMECO INTERNATIONAL OR APPROVED EQUAL. 2). WHERE POSSIBLE, FILLER MATERIAL SHALL BE APPLIED WHEN BUILDING IS UNDER PERMANENT TEMPERATURE CONTROL. THIS SHALL BE EITHER AT THE END OF CONSTRUCTION OF THE COMPLETE BUILDING SHELL, OR A MINIMUM OF 90 DAYS AFTER SLAB CONSTRUCTION. 3). FOLLOW STRICTLY THE MANUFACTURERS RECOMMENDED PROCEDURES FOR APPLYING THE JOINT FILLER. DAYTON SUPERIOR G-33 SCREED KEY JOINT OR APPROVED EQUAL a PREPARE THE EDGE ON EA. SIDE OF JOINT WITH 1 /8" RADIUS AND FILL WITH FILLER MATERIAL STOP SLAB REINF'G. J \—(1)—#3 CONT. EA. (W.W.F.) 3" EA. SIDE SIDE OF JOINT OF JOINT. (TYP.) CONSTRUCTION JOINT JOINT LOCATION AND SPACING NOTE: 1). PROVIDE CONTROL AND / OR CONSTRUCTION JOINTS AT A SPACING NOT TO EXCEED: 20'-0"O.C. (MAX.) OR SLAB AREA NOT TO EXCEED 400 SQ. FEET AND SLAB PROPORTIONS NOT TO EXCEED A RATIO OF 2 : 1 (TYPICAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS). TYPICAL SLAB ON GRADE CONTROL AND CONSTRUC11ON JOINT DETAIL_ SCALE: 3/4' -1'-0' AT NON —POST —TENSION SLAB ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, Fl. 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Baffles, P.E. Florida No: 39923 _■ KEPittHART planning commnnain Recn 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W F--I U C/� 0 r� V ! co NS PLO *�•ii! ids 10 t Ito Ill03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SECTIONS & DETAILS Sheet Number SC3ml.1 CD 0 N O 0 0 U L: a ci C) T: II C) 0 of.= I L: a T_. n,: 0 C? h' a I I I\UVIUL UI`IL JIVU FOR EACH GIRDER PLY. U.N.O. ON PLAN IA/AI I CTI InC C'CC NOTE: SEE GENERAL NOTES AND SHEARWALL SCHEDULE FOR ATTACHMENT OF SOLE PLATE TO FOUNDATION WALL APPLIES TO ALL STUD WALLS SUPPORTING ROOF TRUSSES. ANCHORAGE/STRAPPING FOR ENDS OF SHEAR WALLS IS NOT SHOWN AND IS IN ADDITION TO THAT SHOWN HERE. ALL IN -FIELD FASTENING AT 12" O.C. EDGE NAILING AS SPECIFIED IN THE GENERAL NOTES OR SHEARWALL SCHEDULE. SEE GENERAL NOTES OR SHEARWALL SCHEDULE FOR SHEATHING (SHEATHING MUST BE PLACED HORIZONTALLY FIRST LAYER) FOUNDATION, SEE PLAN SIMPSON MGT TYP. W/ (22) 10d NAILS @ TRUSS 11 5/8" DIA A36 THREAD ROD SIMPSON HDU4 5/8" DIA A36 THREAD ROD SIMPSON HDU4 TYP. GIRDER HOLDOWN DOUBLE STUD UNDER HIP GIRDERS. TYP. HIP GIRDER HOLDOWN T(PICAL STUD WALL HOLD DOWNS (FOR ALL LEVELS) SCALE: 3/4' -1'-0' 2x4 BL'KING AT ALL SHEATHING EDGES. II �I II II II II I II II II II II II I I II II II II II I II II II II II II I II II II II II II I I II II II II I II II II II II I I.I I.I I.I I.I I o II II II I II I II II II II II I II I'I I'I I'I I'I FI II II II II II II I — — — ii — — — LL L -1.1— 11 — — — — — — — — — — — — — — TYPICAL SHEATHING ATTACHMENT DETAIL SCALE: 3/4' =1'-O' SIMPSON CS20 AT 32" ON CENTER BENT OVER LSTA24 AT EACH STUD LSTA24 @ EACH STUD (1) FULL HGT S_ AT INTERIOR WAI. FULL HGT STUD EXTERIOR WALLS SIMPSON HDU2 HOLD W/ 5/8" DIA. ALL TF ROD SET IN SIMPSON SET—XP EPDXY W/ EMBEDMENT (TYP.) BENT OVER LSTA24 AT 32" O.C. HEADER, SEE SCHEDULE (1) BRIG STUD UP TO 4'-0" OPENINGS AND (2) BRG STUDS OVER 4'-0" OPENINGS IN LOAD . BEARING WALLS /n\ -ir_n AIAn c- /T\/n \ /n\ A rrl LIAn r` /T/rl \ TRUSS AND RAFTER CONNECTIONS TO WOOD TOP PLATES SCHEDULE ANCHOR FASTENERS MAX UPLIFT TYPE QTY TRUO SS TO PLATES COM 585 H1 1 6-8d x 1 1/2 4-8d 600 H2.5A 1 5-8d 5-8d 645 HCP2 1 6-1Od x 1 1/2 6-10d x 1 1/2 745 H8 1 5-10d x 1 1/2 5-1Od x 1 1/2 760 H10-2 1 6-1Od 6-1Od 775 LTS12 1 6-1Od 6-1Od 1000 MTS12 1 7-1Od 7-1Od 1000 HCP4Z 1 8-1Od 8-1Od 1010 H10S 1 4-8d x 1 1/2 4-8d x 1 1/2 4 1140 H10A 1 9-8d x 1 1/2 9-8d x 1 1/2 1170 H1 2 12-8d x 1 1/2 8-8d 1200 H2.5A 2 10-8d 10-8d 1470 H16 1 2-10d x 1 1/2 10-10d x 1 1/2 1490 H8 2 10-10d x 1 1/2 10-10d x 1 1/2 1520 H10-2 2 12-10d 12-10d 1550 LTS12 2 12-10d 12-10d 1710 H10A 2 18-8d x 1 1/2 18-8d x 1 1/2 2000 MTS12 2 14-10d 14-10d 2150 LGT2 1 16-16d SINKERS 14-16d 3965 MGT 1 22-10d 5/8" DIA. BOLT 2 10,980 HGT-2 1 16-10d (2) 5/8" DIA BOLTS 3 10,530 HGT-3 1 16-10d (2) 5/8" DIA BOLTS 3 9250 HGT-4 1 16-10d (2) 5/8" DIA BOLTS 3 COMMENTS: 1. USE TRUSS SHOP DRAWINGS TO DETERMINE UPLIFT REQUIREMENTS. PROVIDE TRUSS ANCHOR THAT PROVIDES AN UPLIFT CAPACITY, EQUAL TO OR GREATER THAN THE UPLIFT INDICATED ON THE TRUSS SHOP DRAWINGS. INSTALL ALL TRUSS ANCHORS PER THE MANUFACTURERS REQUIREMENTS FOR THE REQUIRED UPLIFT. 2. ATTACH THRU—BOLTS TO HDU4 ANCHORS ATTACHED TO BEARING STUDS BELOW. 3. ATTACH THRU—BOLTS TO HDU5 ANCHORS ATTACHED TO BEARING STUDS BELOW. 4. 12-10d x 1 1/2" NAILS TO STUDS BELOW. 5. ANCHOR TYPES SHOWN ARE AS MANUFACTURED BY SIMPSON STRONG —TIE COMPANY, INC. ALTERNATE CONNECTORS MAY BE USED WITH PRIOR APPROVAL BY ENGINEER OF RECORD. UNLESS OTHERWISED NOTED FOR UP TO 8'-0" SPAN TYPICAL FRAMING AND CONNECTORS FOR OPENINUO (WINDOWS/DOORS) FOR EXTERIOR OR INTERIOR LOAD BEARING WALL SCALE: 3l4' -1'-0' (ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Baffles, P.E. Florida No: 39923 M 49 E KEPHART comm■nity ■ planning ovnitecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W H z ^ee'�^. F_4 O U cn O O � Z Z V R� R �4 , FLO 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SECTIONS & DETAILS Sheet Number SC3=1.2 2 a. is N _m I I TRUSS TO TOP PLATE CONNECTOR REQUIRED EACH TRUSS TRUSS TO TOP PLATE CONNECTOR REQUIRED EACH TRUSS TRUSS TO TOP PLATE CONNECTOR REQUIRED EACH TRUSS g' M,ql, THREADED ROD THREADED ROD THREADED ROD ■ 1/2" NUT 1/2" NUT 1/2" NUT TYPICAL GIRDER TRUSS TRUSS ANCHOR W/(8) 10d NAILS W/(2) 1/2" HURRI-BOLT ASSEMBLIES TYPICAL GIRDER TRUSS TRUSS ANCHOR W/(22) 10d NAILS K E P H A R T W/(1) 1/2" HURRI-BOLT ASSEMBLY comm■Inityy ■ planning amitecture NOTCH BEAM AT 2555 TOP PLATE USE 2" SQUARE WASHERS W NV NUT WALNUT STREET / DENVER, COLORADO 80205 www.kepbazt.com SQUARE PLATE WASHER SQUARE PLATE WASHER BEAM BEARING THREADED ROD THREADED ROD TYPICAL GiIRDER CONNECTION TYPICAL DROP BEAM ATTACHMENT TYPICAL G�FM CONFECTION SECONC FLOOR UPPER FLOOR TYPICAL DETAIL. TYPICAL DETAIL TYPICAL DETAIL 4 N.T.S 5 N.T.S NT.S ONE STORY TOP PLATE TE-DOWN E aEROR WALL MIDDLE FLOORS TYPICAL DETAIL 3 NT.S TRUSS ANCHOR W/(22) 10d NAILS W/ (1) 1/2" BOLT ASSEMBLY FIRST FLOOR TYPICAL GIRDER TRUSS ' HOLE DRILLED THRU FLITCH PLATE 8" 8" OF HEADER, USE NUT AND PLATE WASHER ANGLE CLIP TYPICAL TRUSS TO TOP PLATE ANCHORS OMITTED FOR CLARITY ^ , FIRST FLOOR THREADED ROD I� ••j 1�'�1^ DOUBLE TOP PLATE I O SQUARE PLATE WASHER GABLE END TRUSS (TYP.) I HEADER II v II THREADED ROD THREADED ROD 16 TWO STORY TOP PLATE TE-DOWN EXTERIOR WALL THREE OR MORE STORY TOP PLATE TE-DOWN EXTERIOR WALL JACK TRUSS (TYP.) (� 4 CORNER JACK (TYP.) THREADED ROD THREADED ROD TYPICAL DETAIL TYPICAL DETAIL FRAME DOWN TO WINDOW OPENING 2 TRUSS TO TOP PLATE CONNECTOR OMITTED FOR CLARITY 1 N.T.S N.T.S TYPICAL GABLE TE-DOWN EXTERIOR WALL TYPICAL MER OVER LEADER TYPICAL HP TIE -DOWN EXTERIOR CORNER TYPICAL DETAIL- TYPICAL DETAIL 9 TYPICAL DETAILN.T.S7KT.S NT.S TRUSS ANCHOR NOTCH BEAM AT TOP PLATE F� THREADED ROD TRUSS ANCHOR TRUSS ANCHOR JL o IL • HEADER THREADED ROD HEADER TRUSS EACH SIDE SEE STRUCTURAL DWG'S FOR STUD AND BEAM SCHEDULE g, TRUSS CLIPS OMITTED FOR CLARITY SEE STRUCTURAL DWG'S FOR FRAME DOWN TO STUD AND BEAM SCHEDULE WINDOW OPENING _ THREADED ROD FRAME NDOW ,, THREADED ROD ° OPENING IF NECESSTO ARY , . ; ,' � BEAM BEARING __ ' ; ,' • • ,' " TYPICAL TOP FLOOR HEADER NOTCH BEAM AT I' C) , COMMON TOP PLATE TRUSS TO TOP PLATE CONNECTOR OMITTED FOR CLARITY TOP PLATE ; ; xLIJ ' ii i j TYPICAL DROP BEAM CORNER .,�'a6 0 . •', DRILL HOLE THROUGH PLYWOOD. y TYPICAL DETAIL FLITCH PLATE. SECURE ROD WITH BEAM BEARING W/NUT AND SQUARE WASHER Ai � � 10 � ��,"��' � 9 10 N.T.S HEADER � fit ItO� 03/22/2018 TYPICAL DETAIL CONDITION WHERE TRUSSES ARE NO. Date Issue Sol PARALLEL TO WALL SIMILAR. 1 03.03.2017 PERMIT SET N.T.S FRAME DOWN TO WINDOW OPENING TYPICAL DROP BEAM ATTACFIvENT TYPICAL TOP PLATE AT TENW SEPARATION WALL S' 6 u TYPICAL OFFSET MUM MULTI-STORIY THREADED ROD THREADED ROD TYPICAL DETAIL TYPICAL DETAIL- TYPICAL DETAIL- 5FUCS AT END OF FULL HEIGHT ASSEMBLY SiiEPRWALL WALL STUD (TYP.) WALL STUD (TYP.) Project Architect DV 8 ADDITIONAL ASSEMBLY AT FIRST SILL PLATE SILL PLATE 12 NT.S 13 US 14 US Project Designer r- FLOOR WHERE SCHEDULED. DV / JG ti SILL PLATE 1/2" HURRI-WEDGE Date 2017.03.03 6-5/8" EMBED, a ° a 2" EDGE DIST. Job Number N 216032 N a m ° a ° Drawn By JTC ° a 4 Checked By a JMB . co ly", MIN. MIN. Title N SECTIONS & 04 DETAILS H TYPICAL SHEAR WALL ANCHOR TYPICAL EDGE CAST N PLACE TYPICAL MM WEDGE BOLT Sheet Number q STRUCTURAL DESIGN ADVANCED ST } To the best of the engineer's knowledge, the plans and specifications _ ■q() O comply with the Florida Building Code 2014 TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL Phone: 1035 S. n Blvd. Suite 1019, Winter Park, 32792 SC3 Phone: 407-677-5836 -Fax: 407-6775894 15 Florida Engineering Business Number. 25893 N TS N.T.S N.T.S John M. Baffles, P.E. Florida No: 39923 CONC. TOPPING SLOPE TOP CHORD = U SEE PLAN NOTES Q FLOOR SHEATHING, SEE w SLOPE GENERAL NOTES. �: _ ^ \ `_PRE—ENGINEERED FLOOR TRUSSES, SEE PLAN FOR \SPACING. --WOOD HEADER, SEE PLAN. CONT. (2) 2x8 LEDGER ANCHORED W/ (2)—SIMPSON SDW22 WOOD SCREWS (TYP.) SECTION 4CALE: 3/4' -1'-0' SEE PLAN 16d-NAILS AT 8" O.C. 1Y" OVERLAYMENT TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES. PRE-ENGINEERED F TRUSS SHEAR WALL SHEATHING, SEE PLAN AND SCHEDULE. ELEVATOR EQUIPMENT, CHORD. W/ MFR/SUPPLIER APPROVED SHOP DWGS. (TYP.) (2)16d TOENAILS AT 12" O.C. (3) 1%4"x18 LVL ALL AROUND ELEVATOR SHAFT 16d TOENAILS AT 12" O.C. EA. SIDE, STAGGERED TYP. WALL AT ELEVATOR SCALE: 3/4' -1'-0' 2X6 CONTINUOUS LEDGER WITH (2) 4" SIMPSON SDWS SCREW AT EACH STUD. SIMPSON A34 AT EACH TRUSS ROOF SHEATHING (SEE PLAN), SEE — 3EN'=F;AL NOTES FOR ATTACHMENT I, RE-1-NGINEERED WOOD TRUSSES a\SEL PLAN'), CHORD. ALL TRUSS PRCFI _ES {'.;c EXACT LAYOUT W/ ARCH. DWGS. & I',IFR./SUPPLIER APPROVED SHCP DWGS. WOOD BEAI�A SEE PLAN TRUSS HOLD DOWN, SEE PLAN, DIAGRAM & SCHED. SIMPSON LUS26 SECTION SCALE: 3/47 -1'-0' 1Y" OVERLAYMENT TOPPING, SEE ARCH PRE-ENGINEERED WOOD FLOOR TRUSSES: SEE PLAN FOR SIZE AND SPACING. (COORDINATE EXACT LAYOUT WITH TRUSS MANUFACTURER / SUPPLIER'S APPROVED SHOP DRAWINGS) TYP. NOTE: COORDINATE TOP OF CONCRETE TOPPING SLAB DROP AMOUNT WITH ARCH'L. DRAWINGS.. (TYP.) JK T/FLOOR ELEVATION PRE-ENGINEERED STAIR: SEE ARCH'L. DRAWINGS. (TYP.) VERIFY CONNECTION OF METAL STAIR TO WOOD BEAM WITH STAIR MANUFACTURER / SUPPLIER'S APPROVED SHOP DRAWINGS. (TYP.) GIRDER TRUSS: SEE PLAN SECTION (STAIR AT BREEZEWAY CONNJ SCALE: 3/4' - i-0' SHEAR WALL SHEATHING, SEE PLAN AND SCHEDULE. ELEVATOR EQUIPMENT, COORD. W/ MFR/SUPPLIER APPROVED SHOP DWGS. (TYP.) (2)16d TOENAILS AT 12" O.C. SEE PLAN FLOOR SHEATHING, ` SEE PLAN PRE-ENGINEERED WOOD TRUSSES, SEE PLAN (TYP.) TYP. WALL AT ELEVATOR SCALE. 3/4' -1'-0' WOOD STUD WALL, SEE PLAN, GENERAL NOTES &/OR SHEARWALL SCHED. LADDER TRUSS FLOOR SHEATHING, SEE GENERAL NOTES PRE-ENGINEERED FLOOR TRUSSES, SEE PLAN 2x4 BRACE AT 48" O.C. w/(5) 16d NAILS AT EACH END. 2x8 CONTINUOUS LEDGER WITH (3) 4" SIMPSON SDWS SCREW AT EACH STUD (3) 13/ "x 18 LVL ALL AROUND ELEVATOR SHAFT 16d TOENAILS AT 12" O.C. EA. SIDE, STAGGERED 8d NAILS AT 6" O.C. LEDGER: 2x4 CONT. ANCHORED WITH (3) SIMPSON SDWS WOOD SCREWS AT EA. TRUSS END OR STUD ROOF SHEATHING PRE—ENGINEERED ROOF TRUSSES, SEE PLAN SCALE: 3/4' - T-0' SHEAR WALL SHEATHING, SEE PLAN AND SCHEDULE. _LEVATOR EQUIPMENT, COORD. W/ AFR/SUPPLIER APPROVED SHOP )WGS. (TYP.) ;2)16d TOENAILS AT 12" O.C. LADDER TRUSS id TOENAILS AT 12" O.C. �. SIDE, STAGGERED TYP. WALL AT ELEVATOR SCALE: 3/4' -1'-0' 2X6 CONTINUOUS I rnr�D WITH (2) 4" SIMF SCREW AT EACH SIMPSON A34 AT EACH TRUSS ROOF SHEATHING (SEE PLAN), SEE GENERAL NOTES FOR ATTACHMENT PRE-ENGINEERED WOOD TRUSSES (SEE PLAN), COORD. ALL TRUSS PROFILES & EXACT LAYOUT W/ ARCH. DWGS. & MFR./SUPPLIER APPROVED SHOP DWGS. TRUSS HOLD DOWN, SEE PLAN, DIAGRAM & SCHED. WOOD BEAM SEE PLAN SEC11ON 12 SCALE: 3/4' -1'-0' WOOD STUD WALL, SEE PLAN, GENERAL NOTES &/OR SHEARWALL SCHED. LADDER TRUSS WOOD STUD WALL, SEE PLAN, GENERAL NOTES &/OR SHEARWALL SCHED. CONT. 2x4 FACED NAILED TO EACH TRUSS w/(2) 16d NAILS. 1' OVERLAYMENT TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES 2x8 CONTINUOUS LEDGER WITH (3) 4" SIMPSON SDWS SCREW AT EACH STUD SIMPSON LUS26 PRE-ENGINEERED FLOOR TRUSSES, SEE PLAN 16d-NAILS AT 8" O.C. 1Y" OVERLAYMENT TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES PRE-ENGINEERED WOOD FLOOR TRUSSES, SEE PLAN FOR SPACING. (2) 10d-TOE NAILED 1Y" OVERLAYMENT — TOPPING, SEE ARCH WOOD DECK, SEE PLAN 16d NAILS AT 8" O.C. SEC11ON SCALE: 3/4' -1'-0' WOOD STUD WALL, SEE GEN. NOTES. CONT. 2x4 FACED NAILED TO EACH TRUSS w/(2) 16d NAILS. CONTINUOUS WALL SHEATHING -WOOD STUD WALL, SEE GEN. NOTES. TYP. WALL AT ELEVATOR SCALE: 3/4' -1'-0' LECTION 12 , 1Y" OVERLAYMENT - TOPPING, SEE ARCH FLOOR SHEATHING, SEE - GENERAL NOTES. PRE-ENGINEERED FLOOR PRE-ENGINEERED —� TRUSS, SEE PLAN TRUSS. WOOD STUD WALL, 16d NAILS AT 8" O.C. SEE GEN. NOTES. 8d NAILS AT 6" O.C. LEDGER: 2x4 CONT. ANCHORED WITH (3) SIMPSON SDWS WOOD SCREWS AT EA. TRUSS END OR STUD ROOF SHEATHING 16d-NAILS AT 8" O.C. 1Y" OVERLAYMENT TOPPING, SEE ARCH PRE-ENGINEERED ROOF TRUSSES, SEE PLAN PRE-ENGINEERED WOOD FLOOR TRUSSES: SEE PLAN FOR SIZE AND SPACING. (COORDINATE EXACT LAYOUT WITH TRUSS MANUFACTURER / SUPPLIER'S APPROVED SHOP DRAWINGS) TYP. WOOD BEAM SEE PLAN SEC11ON 5 SCALE: 3/4' -1'-0' ON 10 J SCALE: 34 - T-V WOOD STUD WALL, SEE GEN. NOTES. WOOD STUD WALL, SEE PLAN, GENERAL NOTES &/OR SHEARWALL SCHED. CONT. 2x4 FACED NAILED TO EACH TRUSS w/(2) 16d NAILS. 1Y" OVERLAYMENT TOPPING, SEE ARCH FLOOR SHEATHING, SEE GENERAL NOTES PRE-ENGINEERED FLOOR TRUSSES, SEE PLAN 2x4 BRACE AT 48" O.C. w/(5) 16d NAILS AT EACH END. LADDER TRUSS ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836- Fax: 407-677.5894 Florida Engineering Business Number. 25893 John M. Baffles, P.E. Florida No: 39923 KEPHART cammm y ■ planning all'chitecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephmt.com W H z 0 U C Z Z C� �,,Rt F. 3�g3r >. `•*#* .*. Sl0 A $�a%�.�"� a:: III+ 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SECTIONS & DETAILS Sheet Number C3m2ml- C"4 co C� r 0 N O H 2 0 } O U EE GENERAL NOTES FOR ROOF SHEATHING PRE—ENGINEERED TRUSSES SEE ANCHOR SCHEDULE ON SHEET S3.12 SEE SCHEDULE FOR WALL SHEATHING TYPICAL TRUSS TO EXTERIOR WALL SECTION 1 SCALE: 3/4' =1'-0' PRE—ENGINEERED TRUSSES (SEE PLAN), COORD. PROFILE & EXACT LAYOUT W/ ARCH. DWGS. & MFR./ SUPPLIER APPROVED SHOP DWGS. SECTION SCALE: 3/4' =1'-0' CONT. 2x4 TO EACH TI 16d NAILS. %4" OVERLA TOPPING, S FLOOR SHE GENERAL N PRE—ENGINEEI TRUSSES, SEE SEC11ON SCALE: 3/4' -1'-0' SEE GENERAL NOTES FOR ROOF SHEATHING RE —ENGINEERED TRUSSES SEE ANCHOR SCHEDULE ON SHEET S3.12 WOOD BEAM SEE PLAN TYPICAL TRUSS TO WOOD BEAM D2 SECTION SCALE: 3/4' =1'_0' nnr�r ri irnTi nnin TYPICAL TRUSS TO EXTERIOR WALL DSECTION 3 SCALE- 3/4' -1'-0' ELEVATOR ROOF CONSTRUCTION: 3/4" T & G SHEATHING OVER 2x10 WOOD JOIST SPACED @ 24" O.C. (MAX.) ATTACHED SHEETHING W/ 8d BAILS AT 6" O.C. (TYP.) 3/4" FLOOR SHEATHING 2x6 NAILER W/ SIMPSON SDWS SCREWS AT 12" O.C. TRUSS MANUF. TO PROVIDE SUPPORTING COMPONENTS FOR NAILER AT ATTACHMENT PRE—ENGINEERED ATTIC ROOF TRUSSES, SEE PLAN ROOF TRUSS 18" BOTTOM CHORD ROOF SHEATHING, SEE PLAN & NOTES FOR ATTACHMENT (TYP.) PRE—ENGINEERED E—ENGINEERED ROOF WOOD TRUSSES, USS SEE ANCHOR SCHEDULE ON SHEET S3.12 � LOAD BEARING WALL DBL TOP PLATE ATTACH SOLE PLATE CHOR SCHEDULE ON TO BLOCKING W/16d v-T 53.12AT 2 4 " O.C. SCALE- 3/4' = r-0' SIMPSON H6 AT EA. TRUSS PRE—ENGINEERED GIRDER TRUSS, SECTION) 4SCALE: 3/4' =1'-0' CONT. 2X4 LEDGER ROOF SHEATHING, SEE NOTES FOR ATTACHMENT (TYP.) RE —ENGINEERED TRUSSES ROOF SHEATHING, SEE PLAN & NOTES FOR ATTACHMENT (TYP.) PRE—ENGINEERED WOOD TRUSSES, SEE ANCHOR SCHEDULE ON SHEET S3.12 DBL TOP PLATE SIMPSON H6 AT EA. TRUSS PRE—ENGINEERED GIRDER TRUSS, SECTION) 5SCALE: 3/4' = r-0' BOTTOM CHORD ATTACH SOLE PLATE TO BLOCKING W/16d AT 2 4 " O.C. ROOF SHEATHING, SEE NOTES FOR ATTACHMENT (TYP.) RE —ENGINEERED TRUSSES ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Baffles, P.E. Florida No: 39923 _■ KEPHART cornmvnity ■ planning ailrohitwtuiro 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W I ---I z F-4 O U C O w Z etAo p PLO I4' 9 S10 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SECTIONS & DETAILS Sheet Number SC3-3 m l 2 a. n N co CD O N O H 2 0 0 U NOTES: 0 SEE "SHEATHING NOTES" ON SHEET S1.02 FOR NAILING REQUIREMENTS. WOOD PANEL (NORMALLY 4'x8'). GLUE AND SCREW FLOOR PANELS AND NAIL ROOF PANELS IN STAGGERED JOINT PATTERN CONTINUOUS OVER 2 OR MORE SPANS. 0 NAILING AT SUPPORTED BOUNDARY PANEL EDGES - SEE "SHEATHING NOTES" ON SHEET S1.02. ® SUPPORT FRAMING. Q NAILING AT INTERMEDIATE SUPPORTS - SEE "SHEATHING NOTES" ON SHEET S1.01. © LEAVE GAPS AS SPECIFIED. "A" DIAPHRAGM DETAIL TYPICAL ROOFZFLOOR KinTFQ. 01 SEE SCHEDULE FOR SHEATHING. PLACE FIRST COURSE HORIZ. STAGGER ALL SUBSEQUENT PANELS SUCH THAT NO SHEATHING JOINT IS CLOSER THAN 24" ABOVE OR BELOW FLOOR SILL PLATES. F2 2x4 BLOCKING Q ALL IN -FIELD FASTENING @ 12" O.C. ® EDGE NAILING AS SPECIFIED IN THE SHEARWALL SCHEDULE. R5 FOUNDATION - SEE PLAN © DO NOT PLACE JOINT IN SHEATHING WITHIN 24" ABOVE OR BELOW ELEVATED WALL SILL PLATE. ❑7 ELEVATED WALL SILL PLATE ® THE USE OF PRE -FABRICATED WALL SYSTEMS SUPERCEDES THE REQUIREMENTS OF DETAIL "B" "B" SHEATHING ATTACHMENT LAYOUT TYPICAL SHEATHING ATTACHMENT DIAGRAMS NOT TO SCALE fl/l /1r I -I If ATI II\In r`rr PRE-ENGINEERED VALLEY ROOF TRUSS SIMPSON `JTC2 VALLEY TRUSS CLIP AT 48" O.C. MAX. (2) MIN. (2) PER OVERBUILT TRUSS TYPICAL VALLEY TRUSS ANCHOR DETAIL SCALE: 314' -1'-0' OFFSET BLOCKING AT - RIDGE VENT, SEE ARCH'L. ROOF SHEATHING - SEE ROOF SHEATHING NOTES NOTE: NOT REQUIRED AT SPLINE TRUSSES NAIL EACH SIDE - SEE ROOF SHEATHING NOTES 2x4 BLOCKING AT EA. SPACE w/ (3) 16d TOENAILS AT EA. END, TYP. PRE-ENGINEERED ROOF TRUSS TYPICAL DETAIL AT RIDGE SCALE: NM NOTES: 1. DO NOT SPLICE TOP PLATES WITHIN 6'-0" OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. 2. THIS DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEARWALLS. SPLICE LENGTH PER SCHEDULE DOUBLE 2X TOP PLATE NAILS BETWEEN SPLICE LOCATION PER SCHEDULE - STAGGERED. LENGTH OF WALL SPLICE LENGTH NAILS ALONG (BETWEEN CORNERS) (MINIMUM) SPLICE LENGTH OVER 30' 4'-0" 18-16d OVER 20' 2'-8" 10-16d OVER 10' 1'-4" 6-16d LESS THAN 10' 1'-4" 4-16d OPENING AT EVERY 4TH TRUSS SPACE (APPROX.8'-0" OC) II II II II II II II � II II 11_ TYPICAL TOP PLATE SPLICE SCALE: NM �1 2x4 BLOCKING (FLAT) BETWEEN TRUSSES TOP @ BOT. i u u n ----------------- ------- ------ ------- REFER TO 3/S3.31 FOR ADDITIONAL INFO. OPENING OCCUR ON BOTH SIDES OF CORRIDOR VENTILATION OPENING IN ATTIC AT CORRIDOR SHEAR WALLS SCALE: 3147 -1'-0' PROVIDE 8d NAILS @ 6" O.C. AROUND OPENING ROOF TRUSSES @ 24" OC. (MAX) 1s" OSB SHEATHING DBL TOP PLATE AT CORRIDOR WALL ASD ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2014 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number. 25893 John M. Baffles, P.E. Florida No: 39923 _■ KEPHART commmnityy ■ planning all'chitecture 2555 WALNUT STREET DENVER, COLORADO 80205 www.kephart.com W H z c U U, C Z Z `.J Ilk V J Igo, �+ • 41� y * e to lot It 03/22/2018 No. Date Issue 1 03.03.2017 PERMIT SET Project Architect DV Project Designer DV / JG Date 2017.03.03 Job Number 216032 Drawn By JTC Checked By JMB Title SECTIONS & DETAILS Sheet Number SC3m3m,2 �PIE.� LVN• og� � co a O (L LL J 8 -�-- - -- --- --------- ---- ------ ------ ---.—_ —--- -- y \II tl A tl n A @ ypp I A tl N A G tl Y I B i T- —4 A\ fi ' tl Fl e tl G A N A tl c n I • �1. F A� I �W" _-1 ..��..� �— I r( n 1 0 INVERT ELEV = -3. 0 2"VTR �a » 1 3 of I REFER TO CIVIL DWGS 4 SAN I I C_1 FOR CONTINATION. 43 DFU "� -- 4 -- — — — --- — 4,W I Lj- FO - ---------- L-1 • �rx_ 1 - IMB 1 s EWC i • 26 GPM ; WB-1 ,.. REFER TO CIVIL DWGS la" FOR CONT I NAT I ON. ; - --- --- +- -- --- - - --- --f_ i t 3» 2" V R - SUMP PUMA CONDENSATE FROM -- - 'AHU ABOVE r --_ D I SCHARG BELOW SLA ----------------, __.__ - OIL MINDER GREASE INTERCEPTOR j -- _o____ -- ELEVATOR El ° 750 GALLON ;, �_�" SUMP PUMP REFER TO CIVIL DWGS 00 FOR EXACT LOCATION fJ f f i f i i f t !i— `n I ,, — [0-1 FKD] CLUBHOUSE FIRST FLOOR - PLUMBING PLAN KEPHA.RT KEPHA.RT ■ oommunily ■ planning archilachn DENVEk Cor aaAno cams w 0 V 0 CA 0 V) (Lw o* S m J 1- < W 00 LU O-jM)-O oa<N.� wac�m < nwg oZZwaa.. Y <AZi0W(W4 ZJ<Vl�� OIL <w< 22V) UC WoWV)Z�+ U C O < K V1 OKOO 04L)LL 2 I.—c m ,FE<<q o<9y m VIWOH 2 wA-.mwr< m U IL F- WWaWa7<A-A mU ��sw« A ♦♦Aow Na Dale lssus IT SET Project Engineer GHK Project Designer GHK Deb 03.03.2D17 Job Number 216032 Dmwn BY GHK C wx*nd By GHK Tft CLUBHOUSE FIRST FLOOR PLUMBING PLAN Sheet Number Pcoo i i ti H 0 LENS, CLUBHOUSE SECOND FLOOR - PLUMBING PLAN SCALE:1/8" = V-0" 6 W cm Lu O Za' a LJJ O : ti KEPHART ■ oommunity ■ planning archilec lure DMCM QOLORAM I= www.bepL�eto� O V v, O 0 O 1:4a W W 0 N �y < J O J < a Uv WJ xm {JY ~ U W S OD W-iJF-O OIL<} W<.U.m ZOZWaaa WP wW t;GpU)MF2P- Z } Z � 3 N 0a<<W< W O W N Z U O G < C 0 yZyOpKOO I=-OUZUW • Z<UM LL I-- < Nl O U J Z Inu. 7 F Z W •+mW}< mU IiH W 77<�mU W a 2N3 WIW�i�W ~ZOZ2K�W $ k #k�Zwo 40 OF • III A R kM No. Dole Issue IT _ T Project Engineer GHK Project Dealgrw GHK DMIe 03.03.2017 Job Number 218= Drawn BY GHK C wx*od By GHK Title CLUBHOUSE SECOND FLOOR PLUMBING PLAN Sheet Number PCOO l PLUMBING GENERAL NOTES A. FURNISH, PROVIDE AND INSTALL MATERIALS, EQUIPMENT, AND SYSTEMS IN COMPLIANCE WITH THE FPC. B. SUPPORT PIPING AND EQUIPMENT AT THE INTERVALS AND WITH METHODS NOTED IN CHAPTER 3 OF THE FPC. C. FLORIDA ENERGY CODE WATER PIPE INSULATION REQUIRMENT: INSULATE HOT WATER PIPING PER THE FLORIDA ENERGY CODE R403.4.2 OR C404.5 AS APPLICABLE FOR RESIDENTIAL AND COMMERCIAL BUILDINGS. FOR LIVING UNITS IN BUILDINGS 3 STORIES AND UNDER, THIS MEANS INSULATE NEARLY ALL OF THE HOT AND ALL OF THE RECIRCULATING PIPING TO R-3. FOR BUILDINGS 4 STORIES AND OVER, AND FOR COMMERCIAL OCCUPANCIES IN RESIDENTIAL BUILDINGS, THIS MEANS THAT HOT WATER PIPING DOES NOT NEED TO BE INSULATED IN NON -RECIRCULATING SYTEMS WITH HEAT TRAPS, BUT WATER PIPING IN RECIRCULATING SYSTEMS MUST BE INSULATED WITH 1" THICK INSULATION WITH CONDUCTIVITY = .27 OR LESS. D. WATER PIPING AND SYSTEM SHALL BE IN COMPLIANCE WITH THE REDUCTION OF LEAD IN THE DRINKING WATER ACT AS REQUIRED BY SAFE DRINKING WATER ACT (SDWA). PIPES, FITTINGS, JOINTS AND VALVES USED FOR SUPPLYING WATER FOR DRINKING OR COOKING SHALL COMPLY WITH NSF 372 AND SHALL HAVE A WEIGHTED AVERAGE LEAD CONTENT OF 0.25% OR LESS. E. ALL WATER SUPPLY AND DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. F. READ JOB SPECIFICATIONS AND OTHER DISCIPLINE DRAWINGS FOR ADDITIONAL INFORMATION. G. COORDINATE WORK WITH OTHER TRADES. H. PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION IN ORDER TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD I. INSTALL WATER AND DRAINAGE PIPING AS CLOSE TO PLANS AS POSSIBLE WITH NO UNAPPROVED CHANGES IN SIZING. J. SUBMIT SHOP DRAWINGS (INCLUDING ALTERNATE PIPE ROUTING AND EQUIPMENT LOCATION) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO PURCHASE OR INSTALLATION. K. DO NOT ROUTE PLUMBING PIPING OVER ELECTRICAL PANELS. L. SLEEVE AND FIRE STOP PENETRATIONS OF RATED AND BEARING WALLS, FLOORS AND CEILINGS IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. MAINTAIN FIRE RATINGS WHEN PENETRATING RATED ASSEMBLIES USING UL LISTED THRU FIRE -STOP PENETRATION ASSEMBLIES. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION M. PENETRATE FOOTINGS ONLY WHEN NECESSARY, AND USE SLEEVING AS SHOWN ON THE STRUCTURAL DRAWINGS, WITH LOCATIONS APPROVED BY STRUCTURAL ENGINEER. COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. N. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES PROVIDE MINIMUM SEPARATION OR SECTIONS OF UN JOINTED PIPE AND PIPE MATERIAL AS REQUIRED BY LOCAL ORDINANCE. 0. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLIES AS REQUIRED BY LOCAL WATER PURVEYORS. P. INSULATE AND OTHERWISE PROTECT ANY PIPING INSTALLED IN UNCONDITIONED SPACES FROM FREEZING TEMPERATURES. Q. INSTALL SHOCK ABSORBERS WHERE NECESSARY IN THE DOMESTIC WATER SYSTEM (COLD AND HOT WATER) EVEN IF NOT SHOWN IN PLAN. SIZE & LOCATION OF SHOCK ABSORBERS CONFORM TO PDI WH-201. R. PROVIDE ACCESS PANELS/DOORS AS REQUIRED SUCH THAT ALL VALVES ARE ACCESSIBLE. S. ALL FIXTURES DESIGNATED FOR USE BY INDIVIDUALS WITH PHYSICAL IMPAIRMENTS SHALL HAVE INSULATION ON ALL EXPOSED PIPING. SUCH INSULATION SHALL BE 32"THICK ARMAFLEX, TRUEBRO-HANDI-LAV GUARD KIT. UNLESS OTHERWISE NOTED, ROUTE HORIZONTAL SANITARY, WATER, AND STORM PIPING AS HIGH AS POSSIBLE TO ALLOW DUCTS TO PASS BELOW. T. SEE ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS, MOUNTING HEIGHTS, AND DIMENSIONS. U. FURNISH AND INSTALL HOSE BIBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. V. PROVIDE VALVES AND FITTINGS AS SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. W. FIELD VERIFY MEASUREMENTS AND LOCATION OF PLUMBING FIXTURES AND CONNECTIONS OF DRAINAGE AND WATER PIPING AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. X. INSTALL DIELECTRIC COUPLINGS AND UNIONS AT CONNECTIONS OF DISIMILAR METALS. Y. PROVIDE IMB'S AND WB'S IN FIRE RATED AND BEARING WALLS AS FIRE RATED. Z. MAINTAIN WEATHER INTEGRITY OF BUILDING WHEN PENETRATING THE BUILDING ENVELOPE. SEE ARCHITECTURAL DETAILING FOR SPECIFIC REQUIREMENTS. AA.INSULATE HORIZONTAL PORTIONS OF COLD CONDENSATE LINES, INCLUDING ABOVE GRADE STORM AND SANITARY LINES WHICH ACCEPT COLD CONDENSATE, WITH Yz" THICK CLOSED CELL INSULATION. AB. PROVIDE PIPING AND MATERIALS IN PLENUM RATED ROOMS AS PLENUM RATED. THIS INCLUDES PIPING AND DRAIN PANS IN THE MECHANICAL CLOSETS OF THE LIVING UNITS. AC.INSTALL WATER PIPING ON THE HEATED SIDE OF THE INSULATION. WHERE IN THE ATTIC, INSTALL INSULATION OVER THE PIPING WITH MINIUM 6" OVERLAP AND NO GAPS. AD.ISOLATE BOTH HORIZONTAL AND VERTICAL METALLIC SANITARY AND STORM MAINS FROM STRUCTURE WITH HANGERS AND CLAMPS WHICH HAVE RUBBER ISOLATION COMPONENTS TO MINIMIZE THE AMPLIFICATION OF WATER BORN NOISE THROUGH THE BUILDING STRUCTURE. AE.PROVIDE FASTENERS EXPOSED TO THE WEATHER AND WITHIN THE GARAGE AS BRASS, STAINLESS STEEL, OR GALVANIZED. PROVIDE HANGERS AND SUPPORTS EXPOSED TO THE WEATHER AS ALUMINUM OR GALVANIZED, INCLUDING GALVANIZED ALL THREAD ROD PLUMBING SYMBOL /LEGEND SYMBOL CD CD— SP SP— — 01 WCO FCO CO HB-1 I G - -- y me- — O O SX XW AHJ 9 DESCRIPTION COLD WATER PIPING (CW) HOT WATER PIPING (HW) SANITARY OR WASTE PIPING ABOVE SLAB SANITARY OR WASTE PIPING BELOW SLAB CONDENSATE DRAIN/SAFETY PAN WASTE PIPING ABOVE SLAB CONDENSATE DRAIN/SAFETY PAN WASTE PIPING BELOW SLAB CONDENSATE DRAIN/SAFETY PAN WASTE PIPING ABOVE SLAB CONDENSATE DRAIN/SAFETY PAN WASTE PIPING BELOW SLAB VENT PIPING (V) WALL CLEANOUT FLUSH FLOOR CLEANOUT GRADE/EXTERIOR CLEANOUT CLEANOUT (ACCESSIBLE AT CEILING HEIGHT) HOSE BIBB BALL -TYPE SHUT-OFF VALVE PIPING TURNING UP PIPING TURNING DOWN BRANCH - SIDE CONNECTION BRANCH - TOP CONNECTION BRANCH - BOTTOM CONNECTION WALL HYDRANT WATER HAMMER ARRESTOR(WHA) IE��Z�I:��]:7:>M1►1 PLUMBING PLAN NOTE INDICATES CONDENSATE AND/OR SAFETY PAN RISER INDICATES SANITARY WASTE AND VENT RISER INDICATES DOMESTIC WATER RISER AUTHORITY HAVING JURISDICTION VENT THRU ROOF PLUMBING FIXTURE SCHEDULE MARK DESCRIPTION WASTE VENT CW HW REMARKS WC-1 WATER CLOSET 3" 11/2' V2" --- R I M 17" FIXTURE; PROFLO PF1501WH ELONGATED BOWL, 1.28 GALLONS PER FLUSHING LOW CONSUMPTION CYCLE, TWO-PIECE, VITREOUS CHINA BOWL, SIPHON ACTION, FLOOR OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP LEVER, SUPPLIES AND BRASS STOP VALVE. COORDINATE LOCATION OF TRIP LEVER WITH WIDE SIDE OF ROOM. SEAT; CENTICO #500, SOLID WHITE OPEN FRONT SEAT WITH CHECK HINGE LESS COVER. WC-2 WATER CLOSET 3" 1 V2' 1z" --- R I M 17" FIXTURE; PROFLO PF1503TWH ELONGATED BOWL, 1.28 GALLONS PER LOW CONSUMPTION FLUSHING CYCLE, TWO-PIECE, VITREOUS CHINA BOWL, SIPHON ACTION, FLOOR OUTLET W/ BOLT CAPS, ELONGATED BOWL, CHROMIUM PLATED TRIP LEVER, SUPPLIES AND BRASS STOP VALVE. COORDINATE LOCATION OF TRIP LEVER WITH WIDE SIDE OF ROOM. SEAT; CENTOCL #500, SOLID WHITE OPEN FRONT SEAT WITH CHECK HINGE LESS COVER. L-1 LAVATORY 1 V2" 1 V~z" I2" V2" UNDER COUNTER MOUNT FIXTURE; PROFLO #PF1512UWH, OVAL,VITREOUS CHINA, FRONT OVERFLOW, UNDER COUNTER. FAUCE:; SYMMONS #SLC-5512-1.5 TWO HANDLE, CENTERCET, POP-UP DRAIN. PROVIDE BRASS ANGLE VALVES STOPS, SUPPLIES AND PVC 1i"TRAP. L-2 LAVATORY 13/2" 1 v2"9f y2" RIM ' FIXTURE; PROFLO #PF5514, WALL HUNG, VITREOUS CHINA, FRONT OVERFLOW. (ADA) WITH TO THE FLOOR CARRIER. FAUCET; SYMMONS #S-9610-G-0.5 SINGLE LEVER, 0.5 GPM AERATOR, PROVIDE GRID STRAIN DRAINER AND TAILPIECE, BRASS ANGLE VALVES STOPS, SUPPLIES AND PVC 1j"TRAP. INSULATE SUPPLIES & WASTE WITH TRUEBRO MODEL #102 INSULATION KIT. S-1 SINK 1IA" ix" Y2" y2" UNDER COUNTER MOUNT FIXTUREL:STERLING #24765, 31" X 18", 6" DEEP, SINGLE BOWL, 18 GA. UNITS STAINLESS STEEL, SOUND DEADENED, UNDER MOUNT W/ CRUMB CUP, STRAINER & TAILPIECE, 1-1/2" CHROMIUM -PLATED BRASS WASTE & P-TRAP, CHROMIUM -PLATED ANGLED STOP VALVES AND SUPPLIES. FAUCET: SYMMONS #SK-6600-1.5 SINGLE LEVER KITCHEN FAUCET WITH PULL OUT SPRAY, 1.5 GPM, STAINLESS STEEL FINISH. ANGLE VALVES, SUPPLIES AND P-TRAP S-2 UTILITY SINK li/2" 11iz" i/2" " RIM +34" PROVIDE MUSTEE MODEL No. 19F FLOOR MOUNTED UTILITY SINK (24" x 20" ONE-PIECE MOLDED CONSTRUCTION USING STRUCTURAL THERMOPLASTIC, COMPLETE WITH DRAIN OUTLET ASSEMBLY AND WALL FASTENERS. PROVIDE #91.604 DECK MOUNTED FAUCET WITH ATTACHED VACUUM BREAKER HAVING HOSE THREAD OUTLET, P-TRAP AND SUPPLIES & STOPS --- ---" --- VALVE +24" IMB-1 ICE MAKER SUPPLY BOX PROVIDE OATEY ICE MAKER BOX WITH WATER HAMMER ARRESTOR #38684, HIGH IMPACT PLASTIC BOX W/ DIMENSION OF 6" HIGH x 6" WIDE. WB-1 WASHER BOX 2" i3i" y2" 3L" OATEY #389371 HIGH IMPACT PLASTIC WASHER BOX WITH 1/4 TURN SHUT-OFF VALVES, HOSE END CONNECTIONS & SHOCK ARRESTORS. PROVIDED WHEREVER BOX IS LOCATED IN RATED WALL. EWC-1 ELECTRIC WATER 1 v2" 1 �/2" " --- LOWER BUBBLIER + 33 15/16" ; UPPER BUBBLER +41 11 /16" COOLER MODEL: ELKAY #ERPBM28K RECESSED BARRIER FREE STAINLESS STEEL ADA ACCESSIBLE COOLER CAPACITY TO DELIVER 8.3 GPH OF 50' F. WATER WITH INLET TEMP. 80' F. AND ROOM TEMP. OF 90' F., STAINLESS STEEL BODY, PRESSER BUBBLER, AIR COOLED HERMETICALLY SEALED CONDENSING UNIT W/ 1/5 hp., 120 V., 60 CYCLE, 1 PHI. W/ OVERLOAD PROTECTION, 1V2" P-TRAP STOP VALVE, CORD & PLUG 3�. 1,� �2" " FIAT #MSB-2424 FLOOR MOUNTED SERVICE SINK CONSTRUCTED OF MOLDED MS-1 UTILITY SINK STONE WITH PROTECTIVE CURB CAP. FIAT FAUCET #830-AA WITH TOP BRACE, VACUUM BREAKER AND FLEX HOSE. BREAKER AND FLEX HOSE. 832-AA HOSE AND BRACKET. HB-1 --- --- Y2" --- OUTLET +24" MODEL: WOODFORD #25, WALL HYDRANT WITH ANTI -SIPHON VACUUM BREAKER AND SELF DRAINING DESIGN. WH-1 WALL HYDRANT --- --- Y2" --- OUTLET +24" MODEL: WOODFORD #B65-CH, FREEZELESS WALL HYDRANT WITH ANTI -SIPHON VACUUM BREAKER AND SELF DRAINING DESIGN. HOUSED IN A TAMPER RESISTANT CHROME BOX. NOTES: 1. INSTALL FIXTURES IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL ACCESSIBILITY CODE REQUIREMENTS FOR INDIVIDUALS WITH PHYSICAL IMPAIRMENTS. 2• ENSURE TRIP LEVERS FOR WATER CLOSETS ARE INSTALLED ON THE WIDE SIDE OF THE ROOM/STALL. ELECTRIC WATER HEATER SCHEDULE MARK MANUFACTURER MODEL NUMBER ELECTRIC RATING GALLON STORAGE TEMP. RISE RECOVERY ENERGY FACTOR WEIGHT (LBS) REMARKS REMARKS TOTAL KW # ELEMENTS VOLT PH. EWH-1 AO SMITH ENL30 4. 5 2 @ 4. 5 240 10 28 50' F. 37 GPH .95 455 31 -Y4" X 24" 1, 2 NOTES: 1. HEATER ELEMENTS ARE WIRED FOR NON -SIMULTANEOUS OPERATION. 2. MODEL SUPPLY WITH HEAT TRAP NIPPLES. HOT WATER MIXING VALVE SCHEDULE MARK MIXING VALVE SELECTION BASED ON: LOCATION GPM # OF VALVES INLET TEMP. OUTLET TEMP. INLET SIZE OUTLET SIZE MV-1 LAVATORY ADA ( PUBLIC) 1 AS REQUIRED 120'F. 105'F. "i" y2" BRADLEY S59-400A W CM k C)�Oti:�j oyCQ��: o' O Za a J L ■ U r.� �r ■�rN KEPHART ■ oommunity ■ planning an:hilecture WSWALNWROM DEMM, COLORADO UM www.bepl�t� w O V 0 c, 0 O 1:4 0 0 a -C W-i �v I— < W ad W.U-.JFO C9 J m .+ 0a<r.- W<2mz OZW Zaw0 Y�<►Z+Uf/j Z_ } Z 090 J < 0 OfL <W< WOW 000<C' U) 01coo 2 fu<p LLi ' 1 26) D 'r.,<<m 0<00 4O �0-i Zz rn__ z Ma LLB_ WW aWa77<«-Cm) S N Z�y� i 4 ~ ZOZ Z K F W w TATE AF R !+ ',� •••.,...• ' ws Na Dale Issue T sEr Project Engineer GHK Protect Designer GHK Date 03.03.2D17 Job Number 21603't Dnwn BY GHK Chocked By GHK Title PLUMBING SCHEDULES AND DETAILS Sheet Number PCm08 i i ti N 2 0 a POWER AND 4 CONTROL C E ° GRATE AND by FRAME ad �e ° EQ PROBE OFF I' CONTROL PANEL JUNCTION BOX N E M A 4 --,\\ GATE VALVE a-�daadaat . \\-- POWER IN 36" PVC EXTENTION, 4" DIAMETER 2 x4 HUB DRAIN WITH TRAP PRIMER FLOOR Li low —WATER TIGHT SLEEVE CONNECT TO SANITARY. SEE FLOOR PLAN FOR ROUTE TO ADJACENT LOCATION. SANITARY SEWER HIGH LIQUID ALARM FLOAT CHECK VALVE PUMP ON FLOAT MIN. PIT SIZE 24" x 24" x 24" DEEP OIL MINDER SUBMERSIBLE SUMP PUMP PACKAGE SYSTEM- STANCOR MODEL NO. SE-50; .5 HP, 115V. 3600 RPM, 2" D I A. DISC., JUNCTION BOX,CONTROL PANEL W/ AUDIBLE AND VISULAL ALARM, SILENCING SWITCH, DRY CONTACTS FOR REMOTE MONITORING. POWER CABLE, CONTROL CABLES, LIGHTS FOR OIL SPILL, POWER, HIGH LIQUID LEVEL, OVERLOAD AND PUMP RUN. SYSTEM SHALL BE A COMPLETE PACKAGE. ELEVATOR OIL -MINDER SUMP PUMP DETAIL SCALE: NTS o.,,o;,;o:,,, 01C,o01'0ot'0 °0 °0 0— Po_Op SAME SIZE c c o00 ��°�o �y �o 0 C. 0020 00,000 PUMP SCHEDULE NOTE LOCATION SELECTION BASE ON: TYPE MOTOR DATA (EACH PUMP) PUMP SUCTION (PSI/FT) PUMP BOOST (PSI /FT) SYSTEM TOTAL (PSI/FT) HP RPM FLOW(GPM) VOLT PHASE EACH HWRP-1 @HEATERS BELL & GOSSETT SERIES 60 IN—LINE,CIRCULATOR 1/16 1725 120 3 10 -- 15/35 15/35 NOTES: 1. PROVIDE DISCONNECT SWITCH FOR HWRP-1. PLUMBING FITTINGS SCHEDULE MARK FIXTURE WASTE VENT CW HW MANUFACTURER MODEL DESCRIPTION WCO-1 WALL CLEAN —OUT SIZE — — — ZURN CAST IRON CLEAN —OUT TEE, GAS & WATER TIGHT BRONZE PLUG, DWG. #Z-1446—BP ROUND STAINLESS STEEL WALL ACCESS COVER. REFERENCE PLANS & DIAGRAMS FOR LOCATIONS ECO-1 EXTERIOR CLEANOUT SIZE/ — — — SEE DETAIL PROVIDE CLEAN —OUT WITH 2—WAY CLEAN —OUT TEE. (LAWN, IN DWG. FLUSH 12" x 12" x4" CONCRETE PAD.) FCO-1 FLOOR CLEAN —OUT SIZE/ — — — ZURN #CO-2450 PVC BODY WITH ADJUSTABLE NICKEL COVER AND AN ABS TAPER DWG. THREAD PLUG. FD-1 FLOOR DRAIN SIZE/ 2" — — ZURN PVC BODY FLOOR DRAIN WITH STEEL —THREADED INSERTS. (GENERAL PURPOSE) DWG. #FD-2280—P ADJUSTABLE ABS HEAD COMPLETE WITH NICKEL FRAME AND GRATE. SURESEAL PROVIDE J"TRAP PRIMER.. HB-1 HOSE BIBB — — 'Ya" — ZURN EXPOSED FREEZELESS ANTI SIPHON SUTOMATIC DRAING WALL Z1346LK FAUCET WITH LOOSE KEY AND VACUUM BREAKER. HB-2 HOSE BIBB — — tea" — WADE J"WALL HYDRANT WITH BACKFLOW PREVENTOR AND LOCKABLE WALL 8600MT, 175 BOX WHA—X WATER HAMMER — — SIZE/ SIZE/ SIOUX CHIEF PDI CERTIFIED, WHA-1: SIZE 'A', WHA-2: SIZE "B", ARRESTOR DWG. DWG. #650 SERIES WHA-3: SIZE "C", WHA-4: SIZE "D". REFER TO WATER RISER FOR PIPE SIZES AND ARRESTOR LOCATIONS. TPV-1 TRAP PRIMER SIZE/ —z" — PRECISION PLUMBING PROVIDE TRAP PRIMER MACHINED CORROSION RESISTANT BRASS, NO DWG. PRODUCTS SPRINGS, DIAPHRAMS, ADJUSTABLE FOR HIGH OR LOW PRESSURE, MODEL P-2 INSTALL AT LEAST 12" ABOVE DRAIN. PROVIDE TRAP DISTRIBUTION UNITS REQUIRED FOR QUANITY OF FLOOR DRAINS SHOWN ON DRAWINGS. PROVIDE ACCESS PANEL. STAINLESS STEEL COVER SCREWED TO THREADED e. e. PE 12" x 12" x 8" POURED CONC. BLOCK WHEN CLEANOUT IS NOT IN PAVED AREA FACE OF WALL ZURN 2N-1400 CLEAN —OUT FIINISHED SLAB/GRA 12" x 12" x 8" POUREI CONC. BLOCK WHEN CLEANOUT IS NOT PAVED AREA LONG SWEEP. USE SHORT SWEEP WHEI REQUIRES TYPICAL CLEAN -OUT DETAILS SCALE: NTS 00 SIZE EWER HOT WATER SUPPLY TO MOP SINK COLD WATER SERVICE DIELETRIC COUPLINGS I SHUT—OFF VALVE (TYP.) (TYPICAL) i REDUCER WHERE REQUIRED (TYP. ) �— EXPANSION ABSORBER TEMPERATURE AND PRESSURE RELIEF VALVE. (ASME) ROUTE DRAIN FROM TANK DRAIN PAN TO SINK. e AN APPROVED WATER HEATER MOUNTING SHELF WITH INTEGRAL DRAIN PAN ELECTRIC WATER HEATER PIPING DETAIL SCALE: NTS = c KEPHART ■ community ■ planning DEMM COLORAno arras www1whEtcm w O V 0 0 % Cfj z 0 0 z < J O J < 6 U P W J J a F=- < woo U12_j F=C d U m JW Z~Z 3 < J C O ZOZWaa W» Y11%4 UNS U) MOW ZNZ 3tA 0a<<w< X=8 go w Of/1Z�-• tAVcCO0<w 2 U��li ~ H) � ILH.-.F<t O 0-i m J 2 tN I 7 Z — W .+mWY< mU lir aW 77<�U Y Ul R T ~ O ZyU?Ko H W 0 2 •-• •-• � 2 r <31i<r rF f��I 6 ,e- fit' * lot # TATE OF � No. Dar 11 s IT SET Project Engineer GHK Project Designer GHK Dar 03.03.2017 Job Number 216032 Down BY GHK C mdwd By GHK Tft PLUMBING SCHEDULES AND DETAILS Shest Number PC00 i i ti H a 0 WC-2 SANITARY RISER DIAGRAMS SCALE: NTS WC-2 WC-2 AQ--2- KEPHART ■ oommunity ■ planning archftcWm DMPiM CMAMAno 0 V v, O 0 O 1:4 a W 0 N 2 W < J O J < d U Y WJ OJ4 1 < WOD W2JI'- oa<r: JWELOWZ i < J O O ZOZWaaa W-• YH<ZUN N S yy� iN bc� W N W; OEtH � -A C U) O'L <W< W yOWNZ� 2ZUp<p O 1-OC72UW Z <Ul7 li F..F<Nl O<ON �O U J Z W m W T < mU IiF Z < O W aWy R S i�i° ~OZCF=-W �� # • dr Z 4 YYI � 46 Syr • ` No. Dais Issue IT SET Project Engineer GHK Project Designer GHK Dais 03.03.2017 Job Number 218M Drawn BY GHK Ovx* ed By GHK TNO PLUMBING SCHEDULES AND DETAILS Sheet Number PCO1 O AHU-3 PTAC-M MOUNT HIGH ON WALL FLUSH TO THE OUTSIDE 16X1 10X10 10X10 T1 T1513i N q tl # 2 # I tl P # B 8" 8 S3100-200 14 -12 8� I E �-J 8"®� • i S6 12X6 -------- ----------- ...------ - - I 150 14X14 R1 ❑; 610 1 2 t. CU-5 PC�Q-3 E (-i C ----------� ---� � S6 12X6 140 iL 26X8 88" S 1�X _ 185 12" - \7 110 AHU-1 O3 12X1 T1 12X1 T1 AHU-E 355 245 MOUNT EXPOSED ABOVE DOOR S6 10X690 -- ----- - - -- ---- -- S6 6X4 50 5 F-R 7" • • /l[IlllJllll11111 [11Ill III II_Illli Lll kill" IIt I] I I I lUli • • +,�12 W ,� .0 ■ter '.l it ilil l�IIIIII Illlil l'.Il `!\; \, ��11111 111111111111111111111111111111 IIIIIIIIII''.I W12X6 ,, *1L2X6 �� �' �" 140 140 1# F-R :0] �T00 16X14 9" qq X s VA S6 14X8 i fit 250 R114X14 ui _ ®� 911 9qq 565 �' -' -- I :vaaaa S 1 14X8 -___-- as� S6 300 *1L4 300 *L300 405 =e_ - : aa. AHU-E MOUNT EXPOSED ABOVE DOOR 1OX10❑' O - •❑ 150 R1 -/ 16X6 T1 7 CLUBHOUSE FIRST FLOOR - HVAC PLAN. 6X16 805 8X8 12X12 12X8 200 R116X26 1395 I111I— g1 I111111N „ *L30000 X8 9" 12X8 200 EICU-1 <1 2 • i CU-2 02 Ltiu�- 0<2> aCU-E 1 2 14X8 S1 300 ' i I-1 i a AHU-2 < 17X18 RETURN RISER BELOW SUPPLY TRUNK SCALE:11W =1'-0" x HVAC SHEET NOTES Ol 4" THICK CONCRETE HOUSEKEEPING PAD. PAD DIMENSIONS SHALL EXCEED CU DIMENSIONS BY 6" ON ALL SIDES. PLACE CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S RECOMMENDED CLEARANCES. ANCHOR CU SECURELY TO PAD. OREFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THROUGH CU PAD. ROUTE IN CONDUIT BELOW GRADE PER UNDERGROUND REFRIGERANT DETAIL ON SHEET HC.09. O3 MOUNT AHU PER DETAIL ON SHEET HC.09. O4 MOUNT JUST ABOVE BASEBOARD. O5 ROUTE EXHAUST DUCT TO METAL ROOF CAP. ROOF CAP FREE AREA SHALL BE AT LEAST AS LARGE AS DUCT. PROVIDE FLASHING, SEALANT, AND BIRDSCREEN. PRIME COAT AND PAINT ROOF CAP TO MATCH ROOF COLOR. O6 PROVIDE CLEAR PLASTIC, VENTED, LOCKABLE THERMOSTAT COVER. O7 PROVIDE GRILLE ON BOTH SIDES OF WALL FOR RETURN AIR TRANSFER. CONNECT WITH GALVANIZED STEEL COLLAR. ANGLE GRILLE BLADES UP. O8 ROUTE DUCTS IN SOFFIT W C-4 Q� i4OLU w�2: 0 0a:a U. ti ■ V r.� irr = c KEPHART ■ community ■ planning ar+chuch" =WALNW 8TZW MMNI , CaUXAM WO Olt O V 0 %ff, 0 O 1:4 0 O J < 0.w 0* Wm J a s°p 1'<w Lj2-js°pHC ca<r: wILnm rs ZOZwaaaw Y�<.Z. WUW I4W�1 Vf S I� N F W3~F< w o�•.►- .Z-#J<N3N C7IL <W< Z 1 1A C) C wOwllf Z.+ C)00<Q:' In 0=00 0 < C) Iq 0H.y MF<P) OOIO -1rZ 1-2V'»0 IN4.�1- Z w m w Y < WmW pwp,z<-0 S esR01 s m _ oz�iQF-= F<ZIr_<1- .» .» w .. €TATE • OF R �. t No. Di Iseus Pr*d Engineer GHK Project Designer GHK Date 03.03.2017 .lob Number 218032 Dmwn BY GHK Checked BY GHK Title CLUBHOUSE FIRST FLOOR HVAC PLAN Sheet Number HCA i I CLUBHOUSE SECOND FLOOR-HVAC PLAN. SCALE:11W =1 W 1 6 -H-CLU HVAC SHEET NOTES N m 53 8 V p LU 1 4" THICK CONCRETE HOUSEKEEPING PAD. PAD DIMENSIONS �= O . p �: W ,� SHALL EXCEED CU DIMENSIONS BY 6" ON ALL SIDES. PLACE y 0 CU AWAY FROM ROOF DRIP LINE. PROVIDE MANUFACTURER'S Z = a RECOMMENDED CLEARANCES. ANCHOR CU SECURELY TO PAD. 0 0 ;(L LL J O2 REFRIGERANT LINES. ROUTE FROM AHU, BELOW GRADE, AND UP THROUGH CU PAD. ROUTE IN CONDUIT BELOW GRADE PER UNDERGROUND REFRIGERANT DETAIL ON SHEET H6.04. 3O MOUNT AHU PER DETAIL ON SHEET H6.05 U O4 MOUNT JUST BASEBOARD. HT. �A O5 ROUTE EXHAUST DUCT TO METAL ROOF CAP. ROOF CAP FREE — -- 41 i AREA SHALL BE AT LEAST AS LARGE AS DUCT. PROVIDE FLASHING, SEALANT, AND BIRDSCREEN. PRIME COAT AND PAINT ROOF CAP TO MATCH ROOF COLOR. -- - O6 PROVIDE CLEAR PLASTIC, VENTED, LOCKABLE THERMOSTAT — w COVER. O7 PROVIDE GRILLE ON BOTH SIDES OF WALL FOR RETURN AIR TRANSFER. CONNECT WITH GALVANIZED STEEL COLLAR. ANGLE GRILLE BLADES UP. Og ROUTE DUCTS IN SOFFITS. SEE ARCHITECTUAL SHEETS FOR CONSTRUCTION. El KEPHART ■ community ■ planning archf6ec lure DMCiM DOLORAW WO "W1zphKt— Cn 0 c (n Z LL < J O J < a 0v w o . W m J < F< ww W 2 J F O 0a<>-- <wm 0 nn Z O owaW.+ 2PZ-O YF<�WUW (WW/1 wxwifNF- w�;ifxl w3 w�-< Z}zo3 V) J < M OIL < W < WOWU)Z0 U O C < x V) 04SG0 Vf U «J N-2 zULL LL H.Z+1<--<03 OVOV)Z 40 t C.).J,r..o W - m W > < Wm Way7<ImU 2 WM0 F •+ W S C2 R'F-W HOZ"��S <3LL<H I IHo•1 Dabs I (loam 11 Project Engineer GHK Project Designer GHK Date 03.03.2017 Job Number 216M Drawn By GHK Checked BY GHK Title ~ CLUBHOUSE SECOND FLOOR N HVAC PLAN Sheet Number = 0 HCs07 a HVAC GENERAL NOTES A. MECHANICAL EQUIPMENT AND INSTALLATION SHALL CONFORM TO THE 2014 FLORIDA BUILDING CODES. B. SUBMIT SHOP DRAWINGS IN ACCORD WITH DIVISION 1 SPECIFICATIONS FOR ALL MATERIALS AND EQUIPMENT. C. GUARANTEE MECHANICAL EQUIPMENT AND SYSTEMS FOR ONE YEAR AFTER ACCEPTANCE BY OWNER. D. PROVIDE COMPRESSORS WITH 4 YEAR EXTENDED MANUFACTURER'S WARRANTY FOR A 5-YEAR TOTAL WARRANTY. E. DUCT MATERIAL AND INSTALLATION SHALL CONFORM TO SMACNA. F. PROVIDE ALL CONTROL WIRING AND CQNDUIT IN COMPLIANCE WITH NEC AND DIVISION 26 SPECIFICATIONS./1 G. PROVIDE MATERIALS WHICH HAVE A FLAME SPREAD RATING OF 25 OR LESS AND A SMOKE DEVELOP RATING OF 50 OR LESS WHEN TESTED IN ACCORD WITH ASTM E84. H. INSULATE SUPPLY AND RETURN DUCTS TO A MINIMUM R-VALUE OF 6 UNLESS INSTALLED IN A MECHANICALLY COOLED SPACE OR IN A CAVITY WHOSE EXTERIOR WALLS ARE INSULATED, IN WHICH CASE THE R-VALUE MAY BE 0. I. IN HANDICAPPED ACCESSIBLE AND FAIR HOUSING AREAS, MOUNT CONTROLS AT 48" MAXIMUM ABOVE FINISHED FLOOR MEASURED FROM THE CENTERLINE OF THE HIGHEST OPERABLE PART ABOVE THE FINISHED FLOOR. J. PROVIDE PLEATED MEDIA FILTERS DURING CONSTRUCTION. REPLACE WITH MERV 6 FILTERS AT SUBSTANTIAL COMPLETETION. K. LOCATE WALL AND ROOF TERMINATIONS AT THE SAME RELATIVE ELEVATION AND HORIZONTAL POSITION TO MAINTAIN A UNIFORM APPEARANCE. WHEN IN DOUBT, COORDINATE PLACEMENT WITH ARCHITECT. PRIME COAT AND PAINT EXTERIOR TERMINATIONS TO MATCH BUILDING COLOR. L. PROVIDE TEMPORARY COVERS ON UNFINISHED DUCT ENDS DURING CONSTRUCTION. M. PROVIDE ENGRAVED TAGS FOR ALL CU'S. MOUNT TAGS PERMANENTLY ON CU AND ON DISCONNECT. N. PROVIDE OUTSIDE AIR DUCTS AS GALVANIZED STEEL, EXTERNALLY INSULATED WHERE IN CONDITIONED SPACE, WHERE IN AHU ROOMS, AND WHERE IN CAVITIES BETWEEN CONDITIONED FLOORS. 0. SUPPORT SPACING FOR ALL PIPES SHALL COMPLY WITH TABLE 305.4 OF THE FLORIDA MECHANICAL CODE. SPECIFICALLY, REFRIGERANT PIPING SHALL BE SUPPORTED ON 6 FOOT CENTERS AND CONDENSATE PIPING SHALL BE SUPPORTED ON 3 FOOT CENTERS IF 1 INCH OR SMALLER, AND 4 FOOT CENTERS IF OVER 1". P. COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND CLEARANCE REQUIREMENTS WHEN INSTALLING EQUIPMENT AND MATERIALS. Q. PROVIDE CLEAR VENTED LOCK BOXES FOR ALL PUBLIC AREA THERMOSTATS OR PROVIDE PASSWORD PROTECTION. R. SECURE FIBROUS DUCT BOARD SECTIONS TOGETHER WITH STAPLES AND SEAL WITH FABRIC AND MASTIC. S. DUCT ROUTING SHOWN IS SCHEMATIC. PROVIDE ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. DIVIDE DUCTS AS REQUIRED TO AVOID OBSTICALS IN THE FIELD. DUCT SIZES MAY BE REVISED TO FIT STRUCTURAL SYSTEMS SO LONG AS THE EQUIVALENT INSIDE CROSS -SECTIONAL AREA IS NOT DECREASED. T. WHERE BEARING WALLS ARE PENETRATED BY DUCTS OR REGISTERS, PROTECT THE INTEGRITY OF THE WALL BY BOXING OUT THE OPENING WITH DRYWALL. U. SEAL SCREW PENETRATIONS AND SEAMS OF AHUS BY COVERING WITH UL 181 TAPE. V. SEAL ALL PENETRATIONS OF THE THERMAL ENVELOPE WITH CAULK OR SPRAY FOAM. W. PROVIDE FULL TEST AND BALANCE FOR ALL NON -LIVING UNIT AIR CONDITIONERS AND FANS PER NEBB OR AABC STANDARDS. X. FLASH ALL EXTERIOR FLANGED PENETRATIONS (VENTS, LOUVERS) PER WINDOW FLASHING DETAILS FOR WATERPROOFING PURPOSES. Y. INSULATE HORIZONTAL PORTIONS OF CONDENSATE LINES WHICH ARE ABOVE GRADE AND NOT IN CONDITIONED SPACE. Z. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL HVAC EQUIPMENT TO THE BUILDING OWNER PER FEC AA. PROVIDE ACCESS DOORS IN COMPLIANCE WITH NFPA 80, INCLUDING AUTOMATIC CLOSING FOR FIRE RATED ACCESS DOORS. 50VA TRANSFORMER WALL MOUNT CO2 SENSOR HONEYWELL C7232A RED HOT LINE VOLTAGE 24 VAC BLACK COMMON 24 VAC ANALOG 2-10VAC/DC OUT OR 4-20MA DRRYMCOPEN ONTACT MODULATING MOTORIZED DAMPER IN OUTSIDE AIR DUCT CAPABLE OF RECEIVING ANALOG SIGNAL. CONFIGURE CONTROLS SUCH THAT DAMPER STARTS TO OPEN AT 500 PPM CO2 CONCENTRATION AND IS FULLY OPEN AT 1200 PPM CO2 CONCENTRATION PROVIDE MOTORIZED DAMPER AT OUTSIDE AIR DUCTS IN AHU ROOM. CONTROL THIS DAMPER TO SHUT WHEN AHU FAN IS OFF, AND MODULATE AS SHOWN ABOVE. HVAC CONTRACTOR TO PROVIDE NECESSARY ADDITIONAL TRANSFORMERS. MOUNT CO2 SENSOR NEXT TO THERMOSTAT. APPLY TO AHU-1 AND 2 MODULATING OUTSIDE AIR CONTROL FOR AHU' S SCALE: N. T. S. CLUBHOUSE HEAT PUMPS MARK CU-1/AHU-1 CU-2/AHU-2 CU-3/AHU-3 CU-4/AHU-4 CU-5/AHU-5 NOMINAL TONS OF CU 3 5 2.5 3 2 TOTAL COOLING LOAD (MBH) 31. 9 45.8 23.6 30.8 17. 4 SENSIBLE COOLING LOAD (MBH) 18.5 28.6 19. 7 21.2 11. 4 AHU CONFIGURATION BOTTOM RETURN BOTTOM RETURN BOTTOM RETURN BOTTOM RETURN BOTTOM RETURN AHU DIMENSIONS D X W X H (IN) 21 X 21 X 49 21 X 25 X 58 21 X 18 X 54 21 X 21 X 49 21 X 18 X 45 OUTSIDE AIR (CFM) 245 355 115 190 135 SUPPLY AIR (CFM) 1050 1750 875 1050 700 EXTERNAL STATIC PRESS. ( IN. W. C. ) 0. 5 0.5 0.5 0.5 0. 5 ENTERING A I R DRY BULB ( ' F.) 80 78 78 79 80 ENTERING AIR WET BULB ('F.) 71 70 65 68 69 HP 3/4 1 3/4 3/4 1 /2 EVAPORATOR FAN VOLT/O 208/1 208/1 208/1 208/1 208/1 LOAD (MBH) 16.6 22.7 12. 4 14.0 8. 7 AUX ELECTRIC KW @ 240 5 8 5 5 5 HEAT VOLT/O/STAGES 208/1/1 208/1/1 208/l/1 208/1/1 208/1/1 CONDENSING VOLT/O 208/1 208/1 208/1 208/1 208/1 UNIT SERVES YOGA FITNESS OFFICES/ENTRY SECOND FLOOR GREAT ROOM MANUFACTURER GOODMAN OR EQUAL GOODMAN OR EQUAL GOODMAN OR EQUAL GOODMAN OR EQUAL GOODMAN OR EQUAL AHU MODEL# AVPTC36 AVPTC60 ASPT36 AVPTC36 AVPTC24 CU MODEL# GSZ14-036 GSZ14-060 GSZ14-030 GSZ14-036 GSZ14-024 MINIMUM EFFICIENCY AT ARI 14 SEER/8.2 HSPF 14 SEER/8.2 HSPF 14 SEER/8.2 HSPF 14 SEER/8.2 HSPF 14 SEER/8.2 HSPF REMARKS 1 THRU 11 1 THRU 11 1 THRU 10 1 THRU 11 1 THRU 11 REMARKS 1. EXTERNAL STATIC PRESSURE EXCLUDES LOSSES DUE TO AHU CASING, DIRT ON FILTER, AND WET COOLING COIL. 2. PROVIDE HEATPUMP THERMOSTAT FULLY COMPLIANT WITH SECTION C403.2.4.1 OF THE FLORIDA ENERGY CODE. 95'F OUTSIDE AIR AMBIENT AT CONDENSING UNIT. 3. COOLING LOADS EXCLUDE EVAPORATOR FAN HEAT. 4. PROVIDE WITH 5 MINUTE TIME DELAY RELAY TO PREVENT COMPRESSOR FROM SHORT CYCLING. 5. ALTERNATE MANUFACTURERS AND MODELS WILL BE REVIEWED. THERE MAY BE ARCHITECTURAL, STRUCTURAL, AND ELECTRICAL CHANGES RESULTING FROM THE ALTERNATES. THE COST OF IMPLEMENTING AND ENGINEERING THESE CHANGES SHALL BE BORNE BY THE MECHANICAL SUBCONTRACTOR. 6. WIRE AHU FAN AT LOWEST SPEED WHICH ACHIEVES STATED AIR FLOWS. 7. PROVIDE SYSTEM WITH R-410A TYPE REFRIGERANT. 8. PROVIDE AHU WITH FACTORY DISCONNECT AND SINGLE POINT ELECTRICAL CONNCETION. DISCONNECT SHALL BE FIELD PROVIDED. 9. PROVIDE ACCESSORIES SUCH AS THERMAL EXPANSION VALVES AND TIME DELAY RELAYS AS REQUIRED BY THE MANUFACTURER TO OBTAIN THE MINIMUM EFFICIENCIES STATED ABOVE. 10. PROVIDE AHU WITH INTEGRAL NON -LOUVERED ACCESS PANEL 11. PROVIDE AHU WITH VARIABLE SPEED FAN. PROVIDE CONTROL SYSTEM WHICH IS DESIGNED TO MINIMIZE ENERGY USE BY RUNNING THE EQUIPMENT AT THE LOWEST SPEEDS POSSIBLE, AND WHICH IS CAPABLE OF ACCEPTING A RELATIVE HUMIDITY SETPOINT AND MAINTAINING THAT SETPOINT WITH LOW SPEED COOLING AND SUBSEQUENT HEATING AS NECESSARY. PROVIDE THERMOSTAT CAPABLE OF THIS CONTROL. ALSO PROVIDE THERMOSTAT WITH BUILT IN DEHUMIDISTAT WITH LIMITED SETPOINT RANGE TO BRING THE AHU FAN ON LOW SPEED AND THE CU ON LOW SPEED ANYTIME THE HUMIDITY RISES ABOVE SETPOINT. INNCOM'S E4 THERMSTAT IS PREFERED-CARRIERS 'THERMIDISTAT' CAN BE A DEDUCTIVE ALTERNATIVE. COMMON AREA EXHAUST FANS MANUFACTURER ELECTRICAL MAXIMUM WATTS VOLT/ MARK TYPE & MODEL CFM E.S.P. DRIVE MOUNTING SONES SERVES REMARKS HP PHASE ALLOWED EF-R LOREN COOK 210 .3 DIRECT 120/1 CEILING 4 CLUBHOUSE 1,2,3,4 GC-186 - RESTROOMS EF-J LOREN COOK GC-128 50 . 3 DIRECT - 120/1 CEILING 8 JANITOR CLOSET 1, 2, 3, 4 REMARKS: 1. PROVIDE WITH UNIT MOUNTED DISCONNECT. 2. PROVIDE WITH WHITE OR OFF-WHITE CEILING GRILLE. 3. PROVIDE WITH BACKDRAFT DAMPER. 4. SEE CONTROL PER ELECTRICAL DRAWINGS. KEPHART ■ community ■ planning �� DMPM4 aoi oawM SM www.tepl�etoos w O V C 0 0 O N J <� aw Ov =m J4 ~c<iws°p mF-O 0-i oa<>-- i`8ma ZOZwaaaw.. z,z 3co -J<fn 0a. <w< wow 000<<w U) 0woo , S V p<p 25LL ~ 2 < U M � 0y)<40 OU�V1z40 w«mWr< mV w� W awL i<�U S In R I)ST ~cw A'ff � j1#111sit" No. Dale Issue R SFET W COMMENTS Project Engineer GHK Project Deelgner GHK Deb 03.03.2D17 Job Number 216032 Drovro BY GHK Chodwd By GHK Two HVAC SCHEDULES AND DETAILS Sheet Number HCmO ti chi H a O U UNISTRUT OR STEEL ANGLE SUPPORT LEGS BELOW CROSS MEMBER - SECURED TO SIDE UNISTRUT WITH NUT AND BOLT TOP VIEW TRUSSES MOUNT AHU WITH UNISTRUT OR OTHER SUPPORT SYSTEM. WOOD IS ALLOWED. IF USING UNISTRUT, MOUNT UNISTRUT TO THE WALL ON OPPOSITE SIDES OF MECHANICAL CLOSET WITH SCREWS. PROVIDE UNISTRUT CHANNELS PERPINDICULAR TO THOSE ON THE WALL TO MOUNT THE AHU. SECURE THE CROSS MEMBERS WITH NUT AND BOLT. BOTTOM RETURN AHU UNISTRUT 0000000000000000000000 MOUNTED TO 01 WALL WITH °o 0 0 SCREWS 0 0 0 0 0 0 0 0 0 0 0 DUCTED o c 0 RETURN 0 0 0 °0 ° 0 0 0 0 OUTSIDE AIR DUCT SLAB SIDE VIEW CLUBHOUSE AHU SCALE: N. T. S. PROVIDE CAULK AT CONDUIT ENTRANCE OR PACK ,11T T1 1 IA)^/11 INSIDE INSULATE ENTIRE OF SUCTION LINE n PVC CONDUIT WITH SOLVENT WELDED JOINTS. 4" DIA FOR ONE SET OF LINES. 6" D I A FOR UP TO 3 SETS OF LINES. OUTSIDE FOOTER SEAL OPEN END WITH NON TOXIC CAULK. OUTSIDE AIR DUCT MANUAL VOLUME DAMPER PROVIDE MOTORIZED OUTSIDE AIR DAMPER FOR AHU-1 AND 2 AND BACKDRAFT DAMPER FOR THE OTHER CLUBHOUSE AHU'S. CONTROL MOTORIZED DAMPER TO CLOSE WHEN AHU FAN IS OFF, AND TO MODULATE IN RESPONSE TO CARBON DIOXIDE LEVELS WHEN FAN IS ON PER DETAIL THIS SHEET. ROUTE REFRIGERANT LINES BELOW GRADE TO CU. APPLY 2 COATS OF VINYL -LACQUER TYPE FINISH OR PROVIDE ALUMINUM JACKET ON ALL EXTERIOR EXPOSED INSULATION. ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE. SLOPE MIN. Vs" /FT TO OPEN END. UNDERGROUND REFRIGERANT LINES SCALE: NTS MINI SPLITS MARK CU-E MODEL # MUY-GL09NA f- NOMINAL TONS 3/4 TYPE STRAIGHT COOL c� z N COOLING CAPACITY (MBH) 9 z z HEATING CAPACITY (MBH) N/A 0 U L X W X H (IN) 32 X 12 X 22 VOLT/O 208/1 COOLS AT AMBIENT AS LOW AS 37'F HEATS AT AMBIENT AS LOW AS N/A MARK AHU-E z MODEL # MSY-GL09NA D SURFACE z CONFIGURATION WALL MOUNT o L X W X H (IN) 32 X 10 X 12 z = SUPPLY AIR / OUTSIDE AIR (CFM) 145/0 Q ENTERING AIR DRY BULB 'F 80 ENTERING AIR WET BULB 'F 67 MISCELLANEOUS SERVES CLUB ROOMS MANUFACTURER MITSUBISHI MINIMUM EFFICIENCY AT AHRI 15 SEER MAX REFR LINE LENGTH/LIFT (FT) 60/10 REMARKS 1 THRU 7 1. FIELD PROVIDE THE DISCONNECT FOR AHU AND CU (SEE ELECTRICAL DRAWINGS) 2. SCHEDULED EQUIPMENT USES R410A 3. AUTO RESTART AFTER POWER OUTAGE 4. BUILT IN CONDENSATE OVERFLOW SWITCH IN AHU, OR FIELD PROVIDE 5. AHU'S RECEIVE POWER FROM CU 6. FACTORY FILTERS IN DUCTLESS AHU'S 7. PROVIDE WIRED CONTROLLER FOR EACH AHU 1 #14 SCREW DRIVEN INTO THE CU THRI THE ANGLE. PROVIDE GASKETED WASHER. 14 GAUGE GALVANIZED STEEL ANGLE BY MIAMI TECH INC OR EQUIVALENT 1 #14 SCREW INTO CONCRETE OR EQUAL STRENGTH CONCRETE FASTENER. PROVIDE GASKETED WASHER. NOTES: 1. PROVIDE THE FOLLOWING NUMBER OF FASTENERS ON EACH SIDE OF CU: SIDE WIDTH # OF FASTENERS <12" 1 12" TO <24" 2 24" TO 36" 3 2. POWDER DRIVEN FASTENERS THRU THE BOTTOM OF THE CU TO THE CONCRETE SLAB BELOW ARE ALSO ACCEPTABLE. CU ANCHORING - GROUND MOUNT SCALE: NTS PTAC-M MARK PTAC-F UNIT COOLING CAPACITY (BTU/HR) 6000 MIN ELECTRIC RESISTANCE HEATER KW 1.2 SUPPLY AIR (CFM) 260 OUTSIDE A I R (CFM) 0 SERVES MAINTENANCE MIN EER 9.8 DIMENSIONS (D X W X H) INCHES 20X25XI5 VOLT / PHASE 120/1 MANUFACTURER FRIEDRICH MODEL UE08D11C REMARKS 1 THRU 8 REMARKS: 1. PROVIDE WITH ON BOARD THERMOSTAT WITH AUTOMATIC HEAT/COOL CHANGEOVER, 5'F DEADBAND, OPTIMUM START 2. AUTOMATIC RESTART AFTER POWER OUTAGE. 3. WALL SLEEVE 4. CONCEALED POWER CORD OPTION 5. CONDENSATE DRAIN TO INTERIOR 6. FLUSH MOUNT OUTDOOR GRILLE ALUMINUM 7. CFC FREE REFRIGERANT 8. PROVIDE WITH A SET OF SPARE FILTERS COMMON AREA AIR DEVICES MANUFACTURER MODEL # DESCRIPTION OBD MOUNTING COLOR MATERIAL REMARKS METALAIRE REGISTER WITH ROLL SEE Q V1 FORMED ADJUSTABLE Y WALL NOTE 6 ALUMINUM 1, 3, 4, 5, 6 VERTICAL BLADES METALAIRE REGISTER WITH ROLL SEE 0> VH1 FORMED ADJUSTABLE VERTICAL Y WALL NOTE 6 ALUMINUM 1, 3, 4, 5, 6 AND HORIZONTAL BLADES S3 ACCUTHERM THERMAL POWERED VAV DIFFUSER Y CEILING SEE ALUMINUM 1,2.4,6,10 TF-HC W HEAT/COOL REVERSING LOGIC NOTE 6 S4 METALAIRE FIXED LOUVER DIFFUSER Y SURFACE CEILING SEE ALUMINUM 1,2,3,4,6 5500-2 V-BEVELED DROP NOTE 6 SEE S6 200 SERIES STAMPED FACE CURVED BLADE Y HARD CEILING NOTES6 STEEL 1,2,3,4 S US L SERIR E ADJUSTABLE CURVED BLADE Y HARD CEILING NOTE 6 SEE STEEL 1, 2, 3, 4 R1 METALAIRE LOUVERED RETURN Y SURFACE SEE STEEL OR RHD 45' BLADE ANGLE CEILING OR WALL NOTE 6 ALUMINUM 1, 3, 4, 5, 6 T1 METALAIRE LOUVERED TRANSFER N SURFACE CEILING SEE STEEL OR 1,3,4,5,6 RH OR WALL NOTE 6 ALUMINUM 1. SEE HVAC PLANS FOR NECK SIZES AND CFMS. 2. 4-WAY UNLESS NOTED OTHERWISE ON PLAN BY ARROWS. 3. MAXIMUM PRESSURE DROP OF .06 IN WC. 4. TRANSITION ROUND FLEXIBLE OR RECTANGULAR RIGID DUCTWORK TO DIFFUSERS AS REQUIRED. 5. HORIZONTAL DIMENSION GIVEN FIRST. 6. CONSULT ARCHITECT FOR REQUIRED COLOR. 7. PROVIDE WITH KYNAR FINISH COLOR CHOSEN BY ARCHITECT. 8. PROVIDE BIRDSCREEN 9. PROVIDE WITH FACTORY FRAME FOR RECESSING BELOW TRUSSES TO FIT BETWEEN TRUSSES KEPHART ■ oommunity ■ planning archliscluWSWAiINMSi M DMWEk COLORADO SM 0 0 V w O 0 O < J O J < 0.0 Y W J J Y F < W OD W �JFC 0fL<N= W CLC.) m O W d W r Z SaZh YI-<�yUW�fWWri wx =- LL11, WWNFF Z>_Z 3N 00- <W< wowwz2 u 00<R N O K O O =VZZIU p<Q2 � ~oZ<00) O V�fA ZOO w 7Z Q w >< MU Ii1- WaW7<gu S 81 !_ WIW) 1me ~OZKI=-W TATE OF � «. No. Ds1t I sus PIT SET Project Engineer GHK Project Designer GHK Date 03.03.2017 Job Number 216= Drawn BY GHK Chadod BY GHK Title HVAC SCHEDULES AND DETAILS 8hest Number HCoO PROVIDE FIXTURE WITH EMERGENCY BALLAST 1 I\VY A V L- I Lf%I VI\L IT III EMERGENCY BALLAST CLUBHOUSE FIRST FLOOR - LIGHTING PLAN. SCALE:11W =1'-W ALL FIXTURES SELECTED BY INTERIOR DESIGNER KEPHART ■ oommunity ■ planning archkwhm 2WWArNWfffX r DMCM4 aoLOR" MW 0 V c O 0 O NCA 1:4 0 0 < .J J < d U Y W J OJ Y F< Wad W J F C 00. W < 0 m ZOZWaw� Y aR 400 W 3 0 G~ F Z_TZ w(n U' d < < W < WOW(/f Zq 0 0 0 < 1Z = UQZKpZIJi li 0l-0-i0 �O O 0 J 2 0 F- z w I.- m0 L, IiF W aW 7 < 9 U ~0Z2C'l=--W L liMr s{ No. 44886 _ till III No. Deb Issue T SEr -1 Project Engineer MLD Project Deelgner MLD Date 03.03.2D17 Job Number 219M Drawn BY MLD Checked BY MLD Tft CLUBHOUSE FIRST FLOOR LIGHTING PLAN Sheet Number E=mCm06 L i i i u i i i i i o i n CH1-12 L11 CH1-24 on i , AC-22, 24 30A�2P/30AF 11 :�\ + WATER H 30A/2P/30AF �(�.. &A PANEL ' CHI'------,AHU� 3 O PANEL ' CH2' C7 -r— CH 1-7 AC-21, 23 F QCHI- 5 C 1 1 PTAC-M I ;' PANEL ' CDP' ------ 1 i 1 1 I i i 1 M CT CABT & 1 1 METER CHI-1 PANEL ' AC' ❑ WP 30 A/2P/25AF e -- e --- - e --- i CU-5 CU-3 CU-4 AC-14, 16 AC-18, 20 a, ❑ AC 17, 19 30A/2P/30AF r. 70 CLUBHOUSE FIRST FLOOR - POWER PLAN. SCALE:1/8" = V-0" Mm 3 ftawm Ui CH1-26 2 AC-37,39 1 E-CLUB IS N � N• wwo2�� Con) W Z=� 2 0 oa aLL 0 m ti .a o�as III �o KEPHART ■ community ■ planning archilec lure zees WALNUT SMOM DffidVBR, QOLORADO KW www]mp�eto® i w O V O c 0 O Cn < JO d W O a Jm J Y 2 ~--CWSCD a2-11O Oa«.+ J < 2 m z ;OWaaaw� Z 0 YH <w ���:WWxR w 0Et;)<- EJ<v13 V1 Oa <w< ZZ U, UO WOWU)Z�+ U 00«' w OK00 9C.)-C=J H--OZUW 0 < U) Nl 0 41 40 U J Z wi, Mw z mWw0 L,I.- Z<9U 9ii W ifl cimrw 0 «4'« ;. No.44885 N. trtt�iL No. Dad Date Issue SET IEW COMMENTS Project Engineer MLD Project Designer MLD Date 03.03.2017 Job Number 216032 Dmwn BY MLD Checked By MLD Title CLUBHOUSE FIRST FLOOR POWER PLAN Sheet Number ECm06P PROVIDE I EMERGI CLUBHOUSE SECOND FLOOR - LIGHTING PLAN SCALE: ,re•=ro 16063-ELwa ALL FIXTURES SELECTED BY INTERIOR DESIGNER Cq WN�� � LU CR a O Za: a J 0 LL ti KEPHART ■ community ■ planning architecture DMMM DOLORAM MW www.tephati w O V O cn 0 O V) z IL < J O J < LL U J J W 4 F < W aD W-iJHO O a <>-: WCL2mz J G O 0Waw.. YH<�WUW(4 NSW fnH �2< Ld W319~FC 03zYZ V) c�Ja<<w< WOW(AZE C)0C<m N(n Om00 2ZUCOLLLL N�C9 Z(L) O < O y m U J Z U)W=r..z 0 W W ..m}< m W IL F- 8, ii F � w2 C Z W F W OZ.. r. D= H<71L<F LIt1�! Q �♦ No. 44665 cgs f� No. Dab Issue PERMIT SET 2 03.132D1O ASI-1 Project Engineer MLD Project Designer MLD Date 03.03.2017 Job Number 210M Drawn BY MLD Checked By MLD M" CLUBHOUSE SECOND FLOOR LIGHTING PLAN Sheet Number ECm07 I 8� : Na:I � n cc"4. ids :O 0 Za: a J LL 8 ti U J J C W CLUBHOUSE SECOND FLOOR - POWER PLAN KEPHART ■ community ■ planning archlflechire 203 WALNM sPRBBT DHNVM COLORADO I= www]oeph�etoom O V O v, 0 O 1:4 a W 0 2 LL < J O J < O U J J W -i MID WOD W 2 J F O W<2mz J00 OWaWp YH<�WUW(4 N=W�fnF W;O�~F Z Y Z 30 J < N 0a. <w< Z 3 N U O W O W N Z 2 U00« N O S COy O =ZUQOIJi F O C7 U L�p2<Om O<ON 40 U J Z N IiMW Z M0 L< iH - WwwL2«+Um Sin I��� ~02iur1S-W OZ—:)S H<2 LL<H �w i ♦r�� 4i - riiiiltt � No. Dais Issue PERMIT SET 2 03.13.2018 A 1-1 Project Engineer MLD Project Designer MLD Dais 03.03.2017 Job Number 2161M Drawn BY MLD Checked BY MLD Title CLUBHOUSE SECOND FLOOR POWER PLAN Sheet Number ECm07 TO OTHER FLOOR SIGNALS TO OTHER FLOOR SIGNALS TO OTHER 1ST FLOOR SIGNALS LOCK BOX 0109 Iyr ELEVATOR LOBBY AND TOP OF SHAFT ZONE VALVE ZONE VALVE LEVATOR LOBBY ZONE VALVE ZONE VALVE 4th FLOOR TYPICAL FLOORS ELEVATOR LOBBY AND MACHINE ROOM ZONE VALVE ZONE VALVE, MACHINE TS ROOM AND SHAFT BACKFLOW PREVENTOR Iy:Lyz FIRE ALARM CONTROL PANEL SEE PLANS FOR QUANTITY AND LOCATIONS OF HP: 12 DEVICES 'A"C TO TELEPHONE BOARD 1st FLOOR FIRE ALARM RISER DIAGRAM SCALE: NTS FIRE ALARM SYSTEM SCOPE: A. THE FIRE ALARM SYSTEM SHALL COMPLY WITH ALL APPLICABLE SECTIONS OF NFPA 72 AND 101. B. THE FIRE ALARM SYSTEM SHALL BE PROVIDED WITH BATTERY BACK UP POWER FOR 60 HOURS OF STAND BY OPERATION PLUS 5 MINUTES OF ALARM OPERATION. C. THE FIRE ALARM SYSTEM SHALL BE AN ADDRESSABLE TYPE SYSTEM WITH EACH DEVICE ASSIGNED A DEVICE ID ASSOICATED WITH A DESCRIPTION OF THE DEVICE FOR THE CONTROL PANEL INFROMATION SCREEN. D. ALL FIRE ALARM SYSTEM WIRING WILL BE ROUTED IN A CONDUIT DISTRIBUTION SYSTEM. E. FIRE ALARM CONTRACTOR SHALL ALSO PROVIDE THE FOLLOWING INFORMATION: 1. FIRE ALARM CONTRACTOR SHALL SUBMIT FIRE ALARM PLANS TO THE BUILDING DEPT. FOR APPROVAL WITH ORIGINAL PERMIT DOCUMENTS. SHOP DRAWINGS SHALL INCLUDE THE FOLLOWING. A. COMPLETE FLOOR PLANS INDICATING EACH DEVICE WITH IT'S ASSOCIATED NUMBER/LABEL AND MANUFACTURER'S MODEL NUMBER. B. COMPLETE RISER/WIRING DIAGRAMS INDICATING ALL TERMINATIONS, DEVICES, CONDUCTOR TYPES/QUANTITIES AND DEVICE NUMBERS/LABELS. C. BATTERY CALCULATIONS. D. EACH STROBE DEVICE SHALL HAVE IT'S ASSOCIATED CANDELA RATING INDICATED. E. EQUIPMENT LITERATURE INDICATING DEVICE POWER REQUIREMENTS AND THE CLASS OR STYLE OF EACH DEVICE. 2. ALL COMPONENTS SHALL REFLECT UL FOR FIRE SERVICE USE AND SHALL BE COMPATIBLE. 3. FIRE ALARM SYSTEM SHALL BE IDENTIFIED AS TO WHETHER THEY ARE "POWER LIMITED". 4. CABLE PENERTRATION INTO OR THROUGH PLENUM AREAS USED FOR TRANSFER OF ENVIRONMENTAL AIR SHALL BE TYPE FPLP IN ACCORDANCE WITH ARTICLE 760 OF THE NATIONAL ELECTRIC CODE. CONNECT THE GROUND LEADS FROM ALL SURGE DEVICES TO GROUND LUG. FLUORESCENT FIXTURE, CEILING MOUNTED Q LIGHTING FIXTURE, CEILING MOUNTED a -I LIGHTING FIXTURE, WALL MOUNTED LIGHT TRACK WITH FIXTURES e CEILING EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) ®-I WALL EXIT LIGHT: SHADED QUADRANTS INDICATE LETTERED FACE(S) i� EMERGENCY LIGHT WITH BATTERY PACK AND ADJUSTABLE HEADS FOR WALL MOUNTED LIGHTING FIXTURES AND EMERGENCY FIXTURES, IF THE FIXTURE PROJECTS MORE THAT 4" FROM THE WALL, MOUNTING HEIGHT MUST PROVIDE A MINIMUM OF 80" VERTICAL CLEARANCE. D DIMMER, MOUNTED @ 48" AFF S SINGLE POLE SWITCH, MOUNTED @ 48" AFF. So SINGLE POLE SWITCH W/OCCUPANCY SENSOR, MOUNTED @ 48" AFF S3 THREE-WAY SWITCH, MOUNTED @ 48" AFF =1 CEILING MOUNTED OCCUPANCY SENSOR R-I PUSHBUTTON, MOUNTED @ 48" AFF SWITCHING DEVICES - TOP OF SWITCH IN ON POSITION MUST NOT EXCEED 48" AFF. WIN TELEPHONE OUTLET, MOUNTED @ 18" AFF IN TELEPHONE OUTLET, MOUNTED @ 48" AFF N DATA OUTLET, MOUNTED @ 18" AFF �0I TELEPHONE/DATA OUTLET, MOUNTED @ 18" AFF 120V POWER SOURCE INCOMING COMMUNICATIONS LINE '--� OUTGOING COMMUNICATIONS LINE #6 BARE COPPER FROM GROUND ELECTRODE GROUND LUG SIGNAL CIRCUITS (TYP) INITIATION CIRCUITS (TYP) EQUIPMENT REQUIREMENTS 1. ALL FIRE ALARM CONTROL PANELS IN ALL BUILDINGS AND THE MAIN PANEL IN THE CLUBHOUSE SHALL BE SILENT KNIGHT 5200 SERIES WITH OPTIONS AND CARDS AS REQUIRED FOR EACH APPLICATION. 2. LOW VOLTAGE SURGE PROTECTORS SHALL BE DITEK DTK-1LVLPSCP. PROVIDE ONE 2 WIRE PROTECTOR FOR EACH ZONE INDICATED IN THE DETAIL. RAIL MOUNT THESE INSIDE THE FACP. PROVIDE TWO SPARE SURGE PROTECTORS PER BUILDING AND TRAIN THE OWNERS MAINTENANCE PERSONNEL IN THE IDENTIFICATION AND REPLACEMENT OF THESE DEVICES. 3. 120V SURGE PROTECTOR SHALL BE DITEK DTK-120HW ALSO RAIL MOUNTED INSIDE THE FACP. FACP SURGE PROTECTION DETAILS SCALE: NTS ELECTRICAL LEGEND. DUPLEX 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNTED @ 18"AFF DUPLEX 20A, 125V, 2P, 3W, SWITCHED RECEPTACLE, MOUNTED @ 18" AFF SINGLE 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNTED @ 18" AFF QUAD 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, MOUNTED @ 18" AFF GROUND FAULT INTERRUPT, 20A DUPLEX, MOUNTED @ 18"AFF GROUND FAULT INTERRUPT, 20A DUPLEX, MOUNTED ABOVE COUNTER ®-- SINGLE 250V NON -LOCKING TYPE RECEPTACLE SINGLE 20A, 125V, 2P, 3W, GROUNDING RECEPTACLE, AND DOUBLE USB ELECTRICAL OUTLETS - ON STANDARD DUPLEX OUTLETS, MOUNT 15" AFF TO CENTERLINE OF BOTTOM OUTLET. FOR ABOVE COUNTERTOP DUPLEX OUTLETS, MOUNT 16" AFF TO CENTERLINE OF TOP OUTLET. ELECTRICAL OUTLETS OR BOXES LOCATED ON OPPOSITE SIDES OF RATED WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES. TV TELEVISION/DATA OUTLET, MOUNTED @ 18" AFF DISCONNECT SWITCH. SIZE/POLES/FUSE © JUNCTION BOX, CEILING MOUNTED C2I JUNCTION BOX, WALL MOUNTED FLOOR BOX FOR PHONE, ELECTRICAL DEVICES, ETC. PADDLE FAN EXHAUST FAN CONNECTION, CEILING MOUNTED (FAN BY DIV. 15) EXHAUST FAN CONNECTION, WALL MOUNTED (FAN BY DIV. 15) = TYPICAL TENANT PANEL, MOUNTED @ 60" AFF ABBREVIATIONS A AMP KW THOUSAND WATTS AF AMP FUSE LO LUGS ONLY AFF ABOVE FINISHED FLOOR MCB MAIN CIRCUIT BREAKER AIC AMPERE INTERRUPTING CAPACITY MLO MAIN LUGS ONLY C CONDUIT NIC NOT IN CONTRACT CB CIRCUIT BREAKER NTS NOT TO SCALE CR CEILING RECESSED MOUNTED P POLE CS CEILING SURFACE MOUNTED PD PENDANT MOUNTED CT DEVICE MOUNTED ABOVE COUNTERTOP, PF POWER FACTOR OR CURRENT TRANSFORMER PH PHASE OF DEMAND FACTOR PNL PANELBOARD DS DISCONNECT SWITCH Q QUADRAPLEX DN DOWN RM ROOM FDS FUSED DISCONNECT SWITCH SER SERVICE ENTRANCE RATED G GRADE MOUNTED U UNIVERSAL MOUNTING GFI GROUND FAULT INTERRUPTER W DEVICE MOUNTED AT 48" GND GROUND WP WEATHERPROOF COVERPLATE 18 JUNCTION BOX WR WALL RECESSED KVA THOUSAND VOLT AMPS WS WALL SURFACE MOUNTED rMASTER BEDROOM I LIVING ROOM -\ BEDROOM T L LIVING ROOM MASTER BEDROOM 1. Vi" Y4" TO EACH UNIT 4'x 4'x 3/4" PLYWOOD BACKBOARD FOR TELEPHONE SERVICE — 1-#6, IN 1 /2" C. GROUND TO SYSTEM GROUND CATV SCALE: hit FOURPLEX RECEPTACLE HP; 17 KITCHEN BEDROOM I [*\— TYPICAL UNIT r-A-C--n FIRE ALARM CONTROL PANEL FA-A--q FIRE ALARM ANNUNCIATOR PANEL 0 SMOKE DETECTOR, CEILING MOUNTED SMOKE DETECTOR, WALL MOUNTED © CEILING MOUNTED CARBON MONOXIDE SENSOR. ® COMBINATION CARBON MONOXIDE SENSOR/SMOKE DETECTOR, CEILING MOUNTED. 0 THERMODETECTOR, CEILING MOUNTED, a DUCT SMOKE DETECTOR, INTERCONNECT WITH FIRE ALARM. MANUAL PULL STATION, WALL MOUNTED, NOT TO EXCEED 48-AFF rF_S_j FLOW SWITCH TS TAMPER SWITCH PS DRY PIPE SYSTEM PRESSURE SWITCH FIRE ALARM COMBINATION AUDIBLE/VISUAL DEVICE, WALL MOUNTED @ 80" AFF DMA FIRE ALARM VISUAL DEVICE, WALL MOUNTED @ 80" AFF D❑A-I FIRE ALARM AUDIBLE DEVICE, WALL MOUNTED @ 80" AFF DE] -I FUTURE FIRE ALARM VISUAL DEVICE, WALL MOUNTED @ 80" AFF DEH PREWIRED J-BOX WITH BLANK COVERPLATE FOR VISUAL DEVICE ON FIRST FLOOR. 0-I FIRE DEPARTMENT LOCK BOX, MOUNTING HEIGHT PER FIRE DEPARTMENT KH MANUAL PULL STATION, WALL MOUNTED AT 48"AFF. 'A" CONDUIT TO ELEVATOR EQUIPMENT ROOM 2 - 2" CONDUIT WITH PULLWIRE TO PROPERTY LINE. 1 EACH FOR CAN AND TELEPHONE COORDINATE EXACT TERMINATION LOCATION PRIOR TO COMMENCING WORK. L— --� CU FEED IN WALL FROM ASSOCIATED TENANT PANEL CONTROL WIRE IN WALL FROM ASSOCIATED -CN \ \ AHU/THERMOSTAT WP J-BOX CU DISC FOR CONTROL PF ' SWITCHES. WIREBOTTOM 36" TO OF I.LLOWEST CONTROL WIRING IN LFMC TO ASSOCIATED CU W CONDUIT WN��.� C)—Oti Uj 0 C:O) 3:: 0 O Za' a J LL ti V �J J 41 C 1/2" CONDU I T POWER WIRE IN LFMC TO ASSOCIATED CU. GRADE o10 PROVIDE 3' CLEARANCE IN FRONT OF ALL DISCONNECT SWITCHES. COORDINATE EXACT LOCATIONS FOR EACH GROUP OF CU'S WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH IN. TYPICAL CUDISCONNECT SWITCH MOUNTING SCALE: NTS 111 ,, ■ KEPHART ■ community ■ plannin0 2ALM WALNUT SMOM DM;Vgk CaLORAW I= w 0 V 0 c, 0 0 r4 a Cn 0 z ��yy, < J O a Olt m _J4 r- < w w CW9Jm~O oZwaaawp ZF-< Y?UWNW y= WWNF- �WW'.~.� S� WFW EJ<vf3N c�a <w< Z!U, UO WOwoz UGO<a' 0 V <p o J ~ pZZ , Z-Cum LL . _-Cm O<Om 0 �8j�-Zo ",_�- w..mw>-< mU IiF W WmU InaiiW Ili F oi�F-w oZ5 ZiE Na Dade Issue Project Engineer MLD Project D°ei=nsr MLD Daie 03.03.2017 Job Number 21N32 Drawn BY MLD Checked BY MLD 1111e ELECTRICAL SCHEDULES AND DETAILS Sheet Number EC-08— i i V MAIN. IYVI Iv J�.r/lLL GROUNDING ELECTRODE CONDUCTOR BONDING JUMPER SERVICE COPPER ALUM COPPER ALUM SIZE 100 #8 - #8 - 150 #6 #4 #6 #4 200 #4 #2 #4 #2 300 #2 #1/0 #2 #1/0 400 #1/0 #3/0 #1/0 #3/0 500 #1/0 #3/0 #1/0 #3/0 600 #2/0 #4/0 #2/0 #4/0 700 20 40 20 40 800 #2/0 #4/0 #2/0 #4/0 1000 #3/0 250MCM #3/0 250MCM 1200 #3/0 250MCM #4/0 250MCM 1600 #3/0 250MCM 300MCM 400MCM TESTING PROVIDE THE OWNER AND ENGINEER WITH A GROUNDING TEST REPORT INDICATING THE MAXIMUM OHMS ACHIEVED AT EACH GROUND ELECTRODE SYSTEM AT EACH BUILDING AND THE CONDITIONS UNDER WHICH THE TEST WAS MADE. A MAXIMUM OF 25 OHMS IS REQUIRED OR A MINIMUM OF THREE 10' GROUND RODS. 1. 201 APPLA I NCE WORKRM 20 1 112 121131 141121 12 1 1 20 VENDING 1. 20 1. 20 COPIER 20 1 12 1215 16 12 12 1 20 VENDING 1.20 1. 20 FITNESS EQUIPMENT 20 1 12 12 17 18 12 12 1 20 VENDING 1. 20 1.20 FITNESS EQUIPMENT 20 1 12 12 19 20 12 12 1 20 RECEPTS RESTROOMS 0.40 1.20 FITNESS EQUIPMENT 20 1 12 12121 221121 12 1 20 RECEPTS RESTROOMS 0.40 0. 20 KEY TRACK 20 1 12 1223 24 12 12 1 20 RECEPTACLES YOGA 0. 80 0.40 TTB 20 1 12 12 25 26 12 12 1 20 RECEPTS FITNESS 0.60 1.20 RECEPTACLES LEASING 20 1 12 12 27 28 12 12 1 20 RECEPTS FITNESS 0.60 0. 201 LTG MAIL RM (1) 20 1 1 12 121291 301121 12 1 20 LIGHTING RESTROOMS 0.40 0.32 LIGHTING GREAT RM 20 1 12 12 31 32 12 12 1 20 EWC 1. 00 0.35 LIGHTING MA I NT 20 1 12 12 33 34 12 12 1 20 EXT LTG (1) 0.40 0.60 LIGHTING LEASING 20 1 12 12 35 36 - - - - - - 0. 321 LIGHTING YOGA 20 1 1 12 12 37 38 - - - - - - 0.40 LIGHTING FITNESS 20 1 40 - - - - - - 0.50 LIGHTING FITNESS 20 1 E1212W 12 42 - - - - - - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: ( 1) T I MECLOCK PHOTOCELL CONTROLLED LIGHTING - KVA 3. 49 1.25 4. 36 RECEPTACLES - 1ST 10 KVA 8.60 1. 00 8.60 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MOTORS - KVA 0.00 1. 00 0.00 EQUIPMENT - KVA 17.80 1. 00 17.80 OTHER - KVA 0.00 1.00 0.00 TOTAL - KVA 29.89 30. 76 PANELBOARD SCHEDULE "AC" 400 A. MAIN L.O. 208/120 VOLTS FLUSH MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING LOAD KVA SERVES TRIP AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES LOAD KVA 5.00 AHU-1 30 2 10 10 1 2 10 8 2 45 AHU-2 8.00 - - - - - - 3 4 - I - - I - - - 5.00 AHU-3 30 2 10 10 5 6 10 10 2 30 AHU-4 5.00 - - - - - - 7 8 - - - - - - 5.00 AHU-5 30 2 10 10 9 101 8 6 2 60 CU-2 7. 10 - - - - - - 11 12 - I- - - - - 4.20 CU-1 35 2 8 10 13 14 10 10 2 30 CU-4 4.20 - - - - - - 15 16 - - - - - - 3.70 CU-3 30 2 1 10 101171 18 10 10 2 1 25 CU-5 3.0 - - - - - - 19 20 - I - - - - - 2. 10 PTAC-M 15 2 12 12 21 22 6 1 3 125 ELEVATOR ( 1) 25.0 - - - - - - 23 24 - - - - - 0.84 CU-E 15 2 12 12 25 26 - - - - - - - - - - - - 27 28 - - - - - - 0. 20 ELEV PIT RECPTS 20 1 12 12 29 30 - - - - - - 0. 20 ELEV PIT LTS 20 1 12 121311 32 - - - - - - 0. 30 ELEV MACH RM 20 1 1 12 12 33 34 - - - - - - 0. 20 CAB LTS 20 1 12 12 35 36 - - - - - 0.84 CU-E 15 2 12 12 37 38 - - - - - - - - - - - - 39 40 - - - - - - - - - - I - - 411142 - - - - - - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: (1) SHUNT TRIP TYPE BREAKER LIGHTING - KVA 0.60 1.25 0.75 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MOTORS - KVA 25. 00 1.00 25.00 EQUIPMENT - KVA 53.14 1.00 53.14 OTHER - KVA 0. 00 1.00 0.00 TOTAL - KVA 78. 74 78.89 PANELBOARD SCHEDULE 19CH2" 225 A. MAIN L. 0. 208/120 VOLTS FLUSH MOUNTING NEMA 1 3 PHASE 4 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING LOAD KVA SERVES TRIP AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES LOAD KVA 0.80 RECEPTACLES GAME RM 20 1 12 12 1 2.12 12 1 20 LIGHTING 2ND FL 0.38 0.60 RECEPTACLES GAME RM 20 1 1 12 12 3 4 12 12 1 120 LIGHTING 2ND FL 0.38 0.60 RECEPTACLES GAME RM 20 1 12 12 5 6 12 12 1 20 LIGHTING 2ND FL 0.38 0.60 RECEPTS CYBER CAFE 20 1 12 1217 8 12 12 1 20 LIGHTING 2ND FL 0.40 0.80 RECEPTACLES CONF RM 20 1 12 12 9 10 - - - - - - - EXT LTG (1) - - - - 11 12 - - - - - - - - - - - - 13 14 - - - - - - - - - - - - 15 16 - - - - - - - - - - - - 17 18 - - - - - - - - - - - - 19 20 - - - - - - - - - - - - 21 22 - - - - - - - - - - - - 231 24 - - - - - - - - - - - - 25 261- - - - - - - - - - - - 27 28 - - - - - - - - - - - - 29 30 - - - - - - - - - - 131. 32 - - - - - - - - - - - - 33 34 - - - - - - - - - - - - 35 36 - - - - - - - - - - - - 37 38 - - - - - - - - - - - - 39 40 - - - - - - - - - - - - 41 42 - - - - - - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: LIGHTING - KVA 1.54 1. 25 1.93 RECEPTACLES - 1ST 10 KVA 3.40 1.00 3.40 RECEPTACLES - ABOVE 10 KVA 0.00 0.50 0.00 MOTORS - KVA 0.00 1.00 0. 00 EQUIPMENT - KVA 0.00 1. 00 0.00 OTHER - KVA 0.00 1. 00 0.00 TOTAL - KVA 4.94 5. 33 co) 46 LU Oa: a J „' ,, ■ KEPHART ■ oommunky ■ planning arnhboolma DffiVMk COLD ADO MW (A 0 O V O cn 0 O NCA 1:4 0 0 z 4L� < J O J < a vv WJ JV' F< WCD o2-NEO oa«.» W<20Z OW&Wp vex ili�lw 7zt; wxi2 B; OIL <w< x 2 1n 112 W OL�I(1) U O<a' x UQx<Qx9 L� ~ 2<8 OU-J x�0 �.,�I . z W Mw.+>< mU IiF WW aWa7<•-. mU 2 N y �� F W x ZC 2 K H W tillttdts'llr 0. t A`M OF. Ida= NALL � offilNo. Dab 11swo 11518 -1 Project Englrreer MLD Project Dwigrw MLD Data 03.03.2017 Job Number 216032 Drawn BY MLD Checked BY MLD T tls ELECTRICAL SCHEDULES AND DETAILS Sheet Number ECA i i ti N H S a O v PANEL ' CDP' 120/208V 3PH, 4W 600A, MLrim HOUSE SERVICE METER =47 O CLUBHOUSE SERVICE TO NOT TO SCALE SERVICE TRANSFORMER DISTRIBUTION PANEL SCHEDULE "CDP" 600 A. MAIN LO SURFACE MOUNTING NEMA 3R 65 K A.I.C. MINIMUM 208Y/120 VOLTS 3 PHASE 4 WIRE, 60 HZ. INTERRUPTING RATING SWITCH NUMBER SERVICE DESIGNATION FRAME SIZE (AMPS) TRIP RATING (AMPS) FEEDER LOAD (KVA) LTG. REC. MOTOR EQUIP. OTHER 1 PANEL ' CH1' 225A/3P 20OA/3P F24 3.40 8.60 - 17. 8 - 2 PANEL 'AC' 40OA/3P 40OA/3P F39 - - 25. 0 78. 7 - 3 PANEL ' CH2' 225A/3P 20OA/3P F24 1.54 3.40 - 2.2 - 4 PANEL ' P' VAC PAC 125A/2P 125A/2P F13 - 0.6 - 15.0 - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: LIGHTING - KVA 4.94 1.25 6. 18 RECEPTACLES - 1ST 10 KVA 10.00 1.00 10.00 RECEPTACLES - ABOVE 10 KVA 2.60 0.50 1. 30 MOTORS - KVA 25.00 1.00 25.00 EQUIPMENT - KVA 113.70 1.00 113.70 OTHER - KVA 0. 00 1.00 0.00 TOTAL - KVA 156.24 156.18 FEEDER SCHEDULE COPPER I ALUMINUM MARK SETS PHASE NEUTRAL GROUND CONDUIT SETS PHASE NEUTRAL GROUND CONDUIT F47 2 3-350MCM 1-300MCM NONE 3" 2 3-500MCM 1-400MCM NONE 3-1/2" F24 1 3#3/0 1#3/0 1#6 2-1/2" 1 3-250MCM 1-250MCM 1#4 3" F13 1 2#1 1#1 1#6 1-1/2" 1 2#2/0 1#2/0 1#4 2" F39 2 3#3/0 1#3/0 1#3 2-1/2" 2 3-250MCM 1-250MCM 1#1 3" NOTES: (1) (2) *SEE ALUMINUM CONDUCTORS MAY BE USED AS SHOWN, WHERE PERMITTED BY THE LOCAL AUTHORITIES. ALL CONDUCTORS SHALL BE RATED FOR USE WITH 75' CELSIUS TERMINATIONS. PANEL FEEDER WIRE SCHEDULE FOR ADDITIONAL REQUIREMENTS OF LONG FEEDERS.* PANELBOARD SCHEDULE toP" POOL VAC PAC PANEL 125 A. MAIN L.O. 208/120 VOLTS SURFACE MOUNTING NEMA 3R 1 PHASE 3 WIRE, 60 HZ. 22 K A.I.C. MINIMUM INTERRUPTING RATING LOAD KVA SERVESTRIP AMPS POLES WIRE GND SPACE NO GND WIRE POLES TRIP AMPS SERVES LOAD KVA 15.0 POOL EQUIPMENT - - - - 1 2 - - - - - - - VERIFY BREAKER SIZES - - - - 3 4 - - - - - - - - - - - - 5 6 - - - - - - - - - - - - 7 8 - - - - - - - - - - - - 9 10 - - - - - - - - - - - - 11 12 - - - - - - - - - - - - 13 - -15 [14 - -17 - - - - - - - - - - - - 19 20 - - - - - - - - - - - - 21 22 - - - - - - - - - - - -2324- - - - - - - - - - - - 25 26 - - - - - - - - - - - -2728- - - - - - - - - - - -2930- - - - - - - - - - - - 31 32 - - - - - - - - - - - -3334- - - - - - - - - - - - 35 36 - - - - - - - - - - - - 37 38 - - - - - - - - - - - - 39 40 - - - - - - - - - - - - 41 42 - - - - - - LOAD DESCRIPTION CONN. LOAD D.F. CALC. LOAD NOTES: LIGHTING - KVA 0.00 1. 25 0. 00 RECEPTACLES - 1ST 10 KVA 0.00 1.00 0.00 RECEPTACLES - ABOVE 10 KVA 0. 00 0.50 0.00 MOTORS - KVA 0. 00 1.00 0.00 EQUIPMENT - KVA 15. 00 1.00 15. 00 OTHER - KVA 0. 00 1.00 0.00 TOTAL - KVA 15.00 15.00 ELECTRICAL SHEET NOTES lO PROVIDE GROUNDING ELECTRODE AND CONDUCTOR PER GROUNDING DETAIL ON SHEET EC.09. An NEW SHEET Lu �J C) I- O ,:. 8 a°-yLu C3 o �a:a LL J ti ■ u NJ C W KEPHART ■ oommunity ■ planning archileclum DMM COMMAM Imes w 0 V 0 c 0 O z < 6 J a Ov J J W Y I=- < W aD W2JFO caJ<N- i<Sm .. owaawg YF=-<Z '(15 VI NS �tnW fiE;o�r� • IL <W< mm W O W Z 2 0 0< m oXoo Xa02OLL o<orn m r0•J.rzo Wu WY< m LL W 1 <.-. C) �E 101° ~ozW�X_w o z - •- D ads* �. Nv.44666 fit i0% Na Deb Issue ff,212017 1 REVIEW COMMENTS Project Engineer MLD Protect Designer MLD Date 03.03.2017 Job Number 218032 Drawn BY MLD Chedied BY MLD Tft ELECTRICAL SCHEDULES AND DETAILS Sheet Number ECm10 i i