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APPROVED WS 20 - Plans [ds] 2.22.2021 [Unlocked]
BUILDING DATA Dawn Korbelak, RADigitally,AIANCARB signed by Dawn Korbelak, RA,AIA,NCARB Date: 2021.02.21 10:4721-OS'00' ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DIN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FIND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FIRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION 2L TERM ITICIDE/INSECTICIDE. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TM vn an Ion Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ELEVATION "B" 5146 ARMINA PLACE FT. PIERCE, FL 34951 LOT 020 AREA CALC: ELEVATION "B" 1 ST FLR 968 SQ. FT. 2ND FLR 1353 SQ. FT. TOTAL A/C 2321 SQ. FT. 1 ST FLR 9,902 CU. FT. 2ND FLR 10,824 CU. FT. TOTAL VOLUME 20,726 CU. FT. ENTRY 36 SQ. FT. GARAGE 386 SQ. FT. LANAI 120 SO. FT. TOTAL UR L2863 SQ. FT. THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO FLOOD ZONE: 'X' TERMITE PROBABILITY: VERY HEAVY DRAWING INDEX CS.1 CS.2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP-1 W P-2 E1.1 E1.2 P1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR SECTION & DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN 2ND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS r- 0 z O O r� V 0 Im Oct O A m W x W c O d En I C w w z m F_ z w cn z 0 U z w F_ 0 F_ Ir w z z ¢ O 2 Ir O z z 0 w U 0 O w m w m 0 F_ 0 z w G z 0 06 z J a_ w :n w 7- F_ 0 z CE 0 06 U) z J w w _ F_ z_ F_ _ G w 0- 0 Ir IL Ir w _ F_ 0 0 z F_ _ G ,camI/JL, � �Q� GGIO A �:AR94880 a a 0 0 z J m commdffff., J cn WATERSTONE cr a_ PLAN # 6102 w RELEASED: 2/17/21 w SHEET O _ z GS I z ¢ z 0 GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE OR IN COMPLIANCE WITH RAS 111. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT PUBLISHED LITERATURE. THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN EXHAUST SYSTEMS: NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 M1501.1 OUTDOOR DISCHARGE NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 VENT OR CRAWL SPACE. ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). M1502.4.5 DRYER DUCT LENGTH UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS GYPSUM BOARD. GUARDS: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R309.1 FLOOR SURFACE FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED M1502.4.5.1 SPECIFIED LENGTH GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. R302.1EGRESS: FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION R312.1.2 HEIGHT M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH FLAME REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A GENERAL NOTES: FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED ATTENTION GENERAL CONTRACTOR / BUILDER: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR FORMED BY THE RISER TREAD AND ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: ARCHITECT SHALL NOT BE HELD RESPONSIBLE. WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER INSPECTION NOTES: El 36 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER 102 MM SPHERE ( ) LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND AUTHORIZED BY THE BUILDING OFFICIAL. MATERIALS. CARPORTS. STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT EXTERIOR FINISHES: PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN STANDARDS. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. R302.12 DRAFTSTOPPING R311.FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR T STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF S NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) MECHANICAL AND HVAC: CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN PERMIT. ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISE THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 25LOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR INSTALLATION INSTRUCTIONS. OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. DECORATIVE GLAZING EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 0 z H z o Y Q Q � J ¢ W g m LL O Y = o ~ O c - co (D U (D¢ z � w = Z (f)) - � z¢ a Cc Q U o Q 0 m cl) U) O W w cz a-- c �o P < o z Lu Q.)Z z z �< cn o o ui Q � D O w z z a O 2i Ir O w cn z a z 0 w Orr z w m w m O O z w Ir � wO z z ¢ m 0 06 iii 1•���1 U) z a J <Z w w O z a 0 06 Z a J w U) w z U) 0 } rr w IZ O Ir IZ Ir w O 0 z a aaa 0 OF FLOC O �Q�•OGGIO ko ••IQ 0 :3 A :p AR94880 �•. .h, w d G C CO WATERSTONE PLAN # 6102 RELEASED: 2/17/21 SHEET CS2 J U) w Ir IZ x w U) w 2E O z g z a z O .. CV N _ U) SHOWER HEAD ACRYLIC PAN --,, R (-.nnlTRnl SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 35-0" NOTE: EXTERIOR WALLS ARE 4" THICK CONSISTING OF 3 1/2" STUDS WITH 1/2" SHEATHING ALIGNED FLUSH WITH FOUNDATION U.O.N. REFER TO DETAILS IN 1 It 35'-0" lo ol 13'-0" 12'-0" 10'-0" -4„ 9,-411 ,-4„ 1 0 co X ch ?I �I tI �I ILL I OI cl)I FI �I I LLI 7'-1" I I I 35 SH • GREAT ROOM 8'-8" CLG 23'-3" Lo CM �1N r T 91„ '-4 2 EM k.. I LANAI I ; m CONCRETE 8'-8" CLG. C8J MOISTURE RESISTANT i~ DRYWALL CLGI iU- I0 I� IQ I I LJL C W / LAV r� `1 EX STE '�' —IN BATH 00 �0' EXT. ccp FOYER 8'-8" CLG CL (4)12" SH o T DINING AREA 8'-8" CLG 36" HEIGHT COUNTERT 2x4 STUD WALL & SOFFIT BELOW STAIR W/ 1" GYPSUM BD. 3'-7" / T KITCHEN Lo I 8'-8" CLG I 2'-4" 21-011 61_111 w z O I I I I I C,o REF. co 4'-3" 2,-5" �+-Iv 2868 SC W/ SELF CLOSER METAL THRESHOLD rL CV A! I REF. WATER LINE J co co M WEATHER STRIPPING REFRIGERANT/ CONDENSATE 21-011 LINE THROUGH WALL LINE OF 2" 2 CAR GARAGE N CONC. CURB 8'-8� CL 2" STEEL 1/2" WALL BOARD 5/8" TYPE "X" BOLLARD PER ON GARAGE SIDE CEILING BOARD COMMUNITY PROVIDE ABV SPEC'S INSULATION AS REQ'D C> L 5'-112" 3'-12„ �GRI L o N =X RA SUITE11-011 T 8'-8"CLG N F------------------------------ I T N xBRK CV I T FOYER I METAL THRESHOLD 8'-8" CLG WEATHER STRIPPING 10' 5_32„ o 18'-32" . 16'XT GARAGE DOOR *25 SH 51_7" 37"x63" EGRESS 8'_0" i l 4' 1 " 16'-0" LL o !ENTRYs < o o LL. c) o0 8'-8 CLG LL. U) w O FLAT SOFFIT @a 8'-0" 12X12 COL. MOISTURE RESISTANT 'o, 4'-8" :_0 DRYWALL CLG. 10'-4" 6'-8" 18'-0" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 35'-0" -------- -�, � m o 2 LOCATION VARIES PER MAIN WATER SERVICE CONNECTION LEGEND SYMBOLS SHTA BUILDING/1/I/ALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �P ELEVATION STEP BRKX FLOORING BREAK WALL TYPES mmmgF-= 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ © INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1 1/2" MIN. 1-1/2" MAX DIAMETER 00 RETURN _' HANDRAIL M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH FBC 7th EDITION STAIR DIAGRAM N 10" `D 1 STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING 1 TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. E.Q. I O DOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. O DOORS LOCATED ADJACENT TO WALL INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. COM : WATERSTONE PLAN # 6102 RELEASED: 211712i SHEET r_ 0 z w Q Z 0 Q Y Q Q _ WF co J O ILL Y = oul O co`l 0o 0 C'3 a� C) O ¢ z w =Z na F_ Z Q Q OCQV0 9 < CT) F� co �•� �Q ao N Z Q z w 0 z O z Q � 0 _ rr w z z Q O 2i Ir O w z Q z_ O w w O 0 0 w rZ w j � m w V m 0 i a �1 0 Im O z W O O z 0 m 0 O U) U) z Q I J IZ A w i w I�1 = 0 z w Ir 06 0 w z z a J IZ w 00 w _ Z ~ O z I=- U) a rx Um W } O � w IZ 0 Ir IL Ir w _ Z w o m O z p Q wZ as E } ,cam �Q�•�GGIO k�'iIQ OU •p AR94880 J cn w Ira_x w w _ a z z 0 Y O z CV co N +1 RAISED STUCCO BAND DECORATIVE FOAM SHUTTER SHUTTER DETAIL SCALE: 3/4"=1'-0" 1'-1off SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" D DO T1N Ln N I WINDOWSILL DETAIL SCALE: 3/4"=1'-0" I WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 0 N N ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 2ND FLR. FIN. FLR. ROOF PEAK HEIGHT 22"x38" STUCCO PANEL DETAIL — ROOF SHINGLES PER — COMMUNITY SPECS ROOF MEAN HEIGHT (TYP.) 4" WIDE STUCCO BAND (+1) — 6" ALUMINUM WRAPPED — FASCIA W/ VINYL VENTED T.O. WALL SOFFIT, TYP. Y C6._W_DW -- --- 1'- 18" DECORATIVE FOAM — SHUTTERS o CV 4" WIDE STUCCO BAND (+1) — b ROOF SHINGLES PER — ti c0l"t MIS N bo T COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) — T.O. 2ND FL 0T.O.M. -- _- T.O. WDW -- -- --- 4" WIDE STUCCO BAND (+1) — - 12x12 COLUMN — co I m FIN. FLR. 5 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" SOLID PANEL DR. FRONT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 35 SH 12 5:12 5 0 II a. El F7 F7 E1�71 E7 71 T7 El El El El El E El E_ LAE] El El 1i 16070 GARAGE DOOR ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" ALUMINUM WRAPPED FASCIA W/ VINYL VENTED SOFFIT, TYP. 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) rL 4" WIDE STUCCO = BAND (+1) C'3 O J T T A �1 1` 0 PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE / BODY COLOR SKIP TROWEL FINISH %,'> ``:''•°:: TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) FOAM/POLY NECK TRIM 12" CMU COLUMN, SAND FINISHED STUCCO SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" cn C7 z_ Q 0 cn z J w CD w z 00 0 cr cr w a_ O IY a. cr w 0 0 z Q C7 cr r 0 O U *E AA J COM cn cn WATERSTONE cr a_ PLAN # 6102 w RELEASED: 2/17/21 w SHEET O 2 z Q A2. 1 z a z O Y 12 12 LEFT ELEVATION SCALE: 1 /4"=1'-0" T_T_1-K.Qm I IN rr1.-C-1 RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY MEDIUM TEXTURE BODY COLOR SKIP TROWEL FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) v 0 Z Z Y Q Q � J ¢ W m J 0 U- Y = o~ �0� 0 C'3 w� U0¢Q = Z Z Q Lu cr Q U Q 0 Zi rn VA 0 u 0 m 0 0 A w 2 w cn Z w O 4 �o y W O wZ L•J H d w J W W w 0 L z G m z 0 U) z J n W W 2 H Z_ U H 2 C'3 } H W 0 O Ir CL Ir W 2 H O 0 z C7 cr } ? � OGG►O kOO9 U AR94880 COM J cn cn WATERSTONE PLAN # 6102 w RELEASED: 2/17/21 w 2 SHEET O _ Z A2.2 z a z O Y r rp L< ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION NET FREE AREA NET FREE AREA SO. FT. ATTIC SOFFIT VENTING UPPER ROOF VENTING AREA 373 SQ. IN. 276 SQ. IN. 1353 TOTAL VENTING REQUIRED 649 SQ. IN VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) - 2 VENTS NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 v 0 z w z a 0 a Y Q Q � J a LU m LL O Y = o~ �0� 06 C'3 a oC U(¢z a � w =Za) C �za a cr Q U o 0 Q 0 J 0) cf) r� V O om 0 0 A w 2 w cn Zw O 4 �o y W O Iw z LLO 0 0 z a _ 0 U) z a J n w w 2 H Z_ U) H 2 C'3 _ w CL _ CL w O 0 z a C7 cr r NOGGk.. .........,�lJL AR94880 COMcn J WATERSTONE PLAN # 6102 w RELEASED: 2/17/21 w 12 SHEET O _ z a A3. I a z O Y D SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1 "= V-0" T_, -T I T_, -T I T_, -T I T_, -T I I_,_I I I_,_I I TL, _I I I_'_I I I-'�l - - 1I- ' III -III -III -III -III -I ' TA I R SECTION -I I- I% -, ,- -I �- SCALE: 1 /4"=1'-0" AT FOOT OF STAIR r- r` 0 -11 z Y ¢ Q F- LU ¢ m cr J LL i O H O c c 0 o rn U ¢z = z Z ¢ Cc Q U o ao-J CT) 0 0 j� V 0 Im 0 0 I A w 2 w cn Z O w w LU a 0 L a z G m 0 co r- N a� ccp z� Q o z w z �< O z LLJ Ir D O _ rr w z z j� a Vl O O w z a z ILU I.1.1 w U A 1_ 0 O Ir rZ w w m O w a 0 U) U) z a J CZ w � ILLJ � z 0 06 cf) a J IZ w U) w _ z U) _ tY w IZ O IY IZ Ir w _ O 0 z a a a } ,)UL, �Q�•�GGIO p AR94880 -rlr .} w d G COM WATERSTONE PLAN # 6102 RELEASED: 2117/21 SHEET A4.1 J cn cn w Ir IZ x w co w 2 O _ z a z a z 0 04 r1c\ 00 10 N rIN Lo N , BUILDING SECTION SCALE: 1/4"=1'-0" 2 A-5.1 I , BUILDING SECTION SCALE: 1/4"=1'-0" a IN r_ r` 0 z z V ¢ Q F_ J ¢ W g m cr J LL i O H O c c 0 o rn U ¢z = Z Z ¢ Cc Q U o ao_J CT) O O U O Im O O I A w 2 w cn Z O w W Il a z c5 m 0 co r- r_ a� ccp Z o z Q w z �< O z LLJ Ir D O _ rr w z z a O 5 Ir O W z a z 0 w U D O Ir IZ w u1 co Ir 0 U) O z w rr a O z a 0 U) Q J n W W U) z a 0 06 z a J IZ W U) W _ z U _ O tY w IZ O rr IZ Ir w _ O 0 z a a a ��• O �P *OGGIO k0 *- U •p AR94880 w d G COM WATERSTONE PLAN # 6102 RELEASED: 2117/21 SHEET A5. 1 J cn cn W Ir IZ x W co w 2 O _ z a z a z O _ 04 SEE INSULATION AS PER SPECS. 1/2" (MIN.) CLG. BD. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD OIL TOP OF C.M.U. (REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE J CHANNEL EA. END SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY- FRAMED WALL ROOF SHINGLES OVER SYNTHETIC POLYMER -BASED 12 ROOFING UNDERLAYMENT ROOF SHINGLES OVER SEE ROOFPLAN PRE-ENGINEERED ROOF SYNTHETIC POLYMER -BASED TRUSSES AT TYP. 24" O.C. ROOFING UNDERLAYMENT BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS -REFER TO 12 BOTTOM CHORD VARIES. REFER STRUCTURAL. SEE ROOF TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. PLAN (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA HURRICANE STRAP EACH END MOISTURE RESISTANT—E BD. w/ALUM DRIP EDGE OF TRUSS REFER TO DRYWALL CEILING EL V. STRUCTURALS J CHANNEL EA. END SEE STRUCTURAL = SOFFIT INSTALLED PER TOP OF WALL PLANS MANUF. SPECS (REFER TO ELEV.) INSULATION PER 2X PT BLOCKING COMMUNITY SPEC. SEE STRUCTURAL SEE ENERGY CALCS. 2X ALUM WRAPPED FASCIA PLAN S E BD. w/ALUM DRIP EDGE E L . J CHANNEL EA. ENDSOFFIT 1/2" (MIN.) CLG. BD. INSTALLED PER MANUF. SPECS Ile 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. EXTERIOR FRAMED WALL GRADE AWAY PER PER ENERGY CALCS. THICKNESS PER PLAN FROM HOUSE PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH SLOPE - 0'-0" FIN. FL. w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER FOUNDATION _ STRUCTURAL PLANS PER STRUCTURAL DRAWINGS ak TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT h TOP OF CMU (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS - i i - h TOP OF WINDOW PER R302.12 WHEN (REFER TO ELEV.) CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT 8" CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS FINISH ATTACHED TO 1 x2 PT. ERIMETER MASONRY SEAT FURRING @ 24" O.C. fi 1 2' BELOW TOP OF SLAB BASE BOARD SLOPE GRADE AWAY FROM HOUSE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 2" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \_ CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE ' GYPSUM — GYPSUM BOARD BOARD z a J �3 112" 2" GYPSUM w GARAGE � BOARD NICHE FOR ELECTRICA PANEL & WIRING N M ELECTRICAL PANEL ELECTRICF PANEL N EXTERIOR- CMU BLOC WALL CONCRETE "I CONCRETE CURB REFER CURB REFS TO PLANS TO PLANS CONCRETE- SLAB ON =� GRADE AT -- -- -- -- GARAGE FLOOR ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I I I I J z ¢ � � w � I I I I I I I I I I I I I I I I I I I I I I I CV ch 00, - L:1E L ----- 1' " R ELECTRICAL PANEL NICHE AT CMU BLOCK WALL TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION r_ It r` 0 z z Y ¢ Q � W ¢ m cr J LL Y = o ul O c co 0 o rn C) ¢z = Z z ¢ Cc Q U 0 ao_J CT) cn Z O W w Iw- o Lu a 0 L Ir D a z G m co Q � cc p Z N o ~ Q w Z O z LLJ Er O _ Ir w z z Ir f� a Vl Ir O Ir Ir O w z a f l0 u w 0 iii D I•��d O rZ w jn ♦/ J °C w I� ~ O z w Ir W O z06 a 0 z a J w w _ z a 0 06 z a J IZ w w _ z_ W _ w IZ O Ir IZ Ir w _ O 0 z a a a a_ 1/'JL o�pAR94880 COM WATERSTONE PLAN # 6102 RELEASED: 211712i SHEET A5.2 J cn cn w Ir IZ x w co w 2 O _ z a z a z O SCALE: 1/2" = 1'-O" 04 BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED LATH I I WALL �� SHEATHING ll 7/8" 3-COAT STUCCO I SHEATHING I: FLUSH WITH I T BLOCK WALL MID -WALL WEEP---'-- SCREED/EXPANSION JOINT I I 6" SELF ADHERED FLASHING 5/8" CEMENTITIOU �\ COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @a 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @a 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING $" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP z WRB APPROX. 1-1/2" ABOVE SHINGLES w ROOF/WALL SCREED Q bo 5X5 WALL FLASHING � T KICK -OUT FLASHING (SEE DTL. BELOW) Lu 0 FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH $" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. eT�o i FOLE Q FOLD INWARD PT. A cTCo 7 O FOLD INWARD Qa PT. A CREASE @a PT. B CREASE @a PT. C FOLD @a @ 770 Q FOLD INWARD @a PT. A CREASE @a PT. B CTC13 A WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @a PT. A CREASE @a PT. B CREASE @a PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE r_ It r` 0 z z Y ¢ Q _ WF¢ m cLL J O i O Lo O c _co 0rnir UC.DQz Lu 0=zz¢ DUC Q Lu 2 o ao_JCD Z W Lu a 0 w a z (5 0 co It ¢r o Z N Q C) z co z O z Q � D O _ w z z a 5 Ir O 5 Ir O w z a z 0 w U D 0 t� O Vl 'w IZ w Ir w m ICI O 0 O z w wW a A(D z a _ 0 06 U) z a J (Z w Lu Q z Q 0 06 U) z a J IZ w w _ z cn _ w IZ O w _ O 0 z a aa(D o �P �OGGIO k���lQ U A :p AR94880 COM WATERSTONE PLAN # 6102 RELEASED: 2117/21 SHEET GYP i I-' c J cn cn Lu Ir x w cn w jE O _ z a z a z > 0 I ! r Aw 9 moll•tr*■ WEII rl !•lrr � I r i l l l .19 i � ■ i l jqLh& i -�..� 6s � iN # r ■ � * rF r * OF f iu J ■ di A .1 Ilia, i 4m! ■■,r,i S la rt 2-3 f a comer. Wrap around oormr and wntinue rvailing or staoirg as you ffk" awnd the house- Use lasimism thal are lore enough wo penetrate into ft shA or nail lase material t r .. ir■ .Rwrr• F6d the three flaps in th"h the opening, rasterirrg these inside +vith sWtes set about ewery 6". Fold toy flap up and tape temporarty as shown_ Install building wrap ;sh1ng 4ap�` fa 5h "on (with the higher pig IappE d over the outside af the ,piem b r)- Ali horizontal overlaps of building vvtap sh 1d be at least 4 and verficall overlaps should at least be 6". F Secure Barricade Plus firmly in okm by fatftning it every 17-118 erg the vetrW ds Ong large4wmdod or plastic cap nails or minimum 1 " crown des. You my install it over wood based, loam iinsulaWe, or fit ' rd sheathing, and exterior gypsurn board. t!l F histakl the boom flashing over the wrap. Note: Barricade Buildinu Products recommends We use of ftehirog rnehmW�, such as Opts F lash'* or Con pfemWm butyl rubber flashing, that nwis -or exceeds Federal Specification UU41-790a. Grade and is mini-murn ` in widik At rayF sons, be car&ut to lap the building wrap over the entire top of any step Ilashed areas agBW1 the Wall. A exterior dos, follow the same Rasting pail as ind"tod in �s 5 and 6 for wkxlows. 67 Make an 1n "T cut in the wrap & .few rough opening. MaM diagonal cuts at the top d Ow rough of ears. ! • .. i ! i ■ i r � IrstwIl vandow Fllasmnq details, arourid L M Install side hashtrg over side wires ng- Q Install head flashirV over the mlow flange and extend d out 3 "-4" over t side fleshings. (RI morn wiidow Horne WhoLdd be am +flair, i ftd in sip 5. Rye terra tape ftonn top building: wrap rap and apply over instdiled head ,1■-■■■■■■■■■■■■■■■■■■■■� ■ No : V%ndaws muv be installed inaocordance ■ ■ with a r o men" installbbon u r - i SEAL EDGE OF P.T. WOOL BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. Barricade Flash Fight SBS Window & door Flashing Tape Barriclade Sill Corners • Barriode Conform Stretchable Flashing Ro UM r �a Q� �V C V O � Z Z O PC O Z � LL 0 J U O 0 woo u W C] � H o d o � J Cn z z W Q Ir 0 i*i W � Cn Z Q J W Cn w Z O z a W } Ir w 0- 0 _ w ZW O Q o Vi A Q a a WZ F1 •�GOF GIO k0 1 1", pAR9488U) COMROMW WATERSTONE PLAN # 6102 RELEASED: 2/17/21 SHEET WP2 SCALE: N.T.S. SCALE: N.T.S. EMERALD LOAD CALCULATIONS PANEL "A" DESCRIPTION LOAD KVA GENERAL LTG. 3Wx2321 S.F. 6963 SMALL APPLIANCE 1500 SMALL APPLIANCE 1500 REFRIGERATOR 1200 DISHWASHER 2400 DISPOSAL 850 MICROWAVE 1200 RANGE 8000 WATER HEATER 4500 DRYER 5000 WASHER 1500 LAUNDRY 1500 EXTERIOR GFI 1500 IRRIGATION 800 GDO 900 TOTAL KVA 39313 AHU #1 HEAT 10000 KWx.65 6500 FIRST 10KW 10000 BALANCE @a 40% 11725 AC LOAD 6500 TOTAL LOAD 28225 KVA/240V 118 AMPS LOAD CALCULATIONS SCALE: N.T.S. 150 A METER COMBO 120/240V 1 ph. N3R 22K AIC 2" PVC STUB DOWN FOR FLORIDA POWER & LIGHT WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE #10 2P 30A AIR COMPRESSOR 1 2 RANGE 50A 2P #6 3 4 #6 2P 60A AIR HANDLER 5 6 WATER HEATER 25A 2P #10 7 8 #12 1 P 20A DISHWASHER (AF/GFI) 9 10 DRYER 30A 2P #10 #12 1 P 20A DISPOSAL (AF/GFI) 11 12 #12 1 P 20A WASHER (AF/GFI) 13 14 MICROWAVE (AF) 20A 1 P #12 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1 P #14 #12 1 P 20A SPRINKLER SOLENOID 27 28 SPACE #12 1 P 20A EXTERIOR (GFI) 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE PANEL SCHEDULE SCALE: N.T.S. 150 A MLO PANEL 42 CIRCUITS N1 150A/2P #4 GROUND WIRE \ BLDG STEEL 3#3/0 AL, 1 #6G 1 %" C 2 GROUND ROD %"x8'GALV. ELECT. RISER DIAGRAM SCALE: N.T.S. FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 4MP DIED. TLET FOR 'ROWAVE �AUST VT DID VGE 4ECT 'CONNECT IRRIGATION TIMER LOCATION VARIES PER MAIN WATER SERVICE CONNECTION ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET Alp WEATHERPROOF DUPLEX OUTLET All GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH J3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �x CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR 5o SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) ELECTRIC METER AEL ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE v 0 z H z o a Y Q Q � J a Lu m J 0 Y = o~ �0� 0 �C'3a ir U(D¢z a w =za¢ U z a a Q U o G Q 0 J (f) .--.m00 cz O N n 0 �Z H Z O w 4 O z � p a �Z as 0 r O ur ......... � �OCL GG►O kOO9 U �� AR94880 J commmff.. WATERSTONE cr PLAN # 6102 w RELEASED: 2/17/21 w 2 O SHEET 2 z a EIA Q z O Y STRUCTURED WIRE PANEL (SWP) VERIFY LOCATION IN FIELD 3-BULB OWNER'& ' BATH L- SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET 0WP WEATHERPROOF DUPLEX OUTLET All GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �x CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR 5o SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) ELECTRIC METER AEL ELECTRIC PANEL � DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE COM J cn cn WATERSTONE PLAN # 6102 w RELEASED: 2/17/21 w 12 SHEET O 2 Z Qzz 2 Q O Y S JIB 2" VTR TUB V\ / 3" 211 2" PLUMBING RISER DIAGRAM SCALE: N.T.S. J 12" VTR N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" LOCATION VARIES PER MAIN WATER SERVICE CONNECTION 0 z H z Q 0 Q Y ¢ Q F- J Q W g m LL O Y = o~ 0 0 o — rn cc U�az Q w z U) ¢ F_ zQ Q cr_ Q 2o CD Q 0 J 0) Cn A 0 �a O o Q g Z Z z w z z o Q cy)U Q O w Ir O rr w z z O O w a r z ¢ z O o w O 0 0 0 0 i rr w w U r w w m D ° o M W z w o ¢ LL1 ° Z Q w 06 O 06 az z ¢ I J � A � w F_ i w �1 � L M L cn O U) o j U) O �Q',•OGG►O k0 EL ��O U 7 AR94880 �,i�j J COM U) WATERSTONE a PLAN # 6102 Lu w RELEASED: 2/17/21 w SHEET O 2 z ¢ z PI.I z O Y