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HomeMy WebLinkAboutWS 49 - Cover, Arch, WP, Ele, Plu - S&S 9.10.2020 BUILDING DATA 0 w z THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS z o OF THE FLORIDA BUILDING CODE, 6th Edition (2017) RESIDENTIAL Y Q w/ APPLICABLE SUPPLEMENTS Q w Q OCCUPANCY: R3 m cr U- BUILDING TYPE: VB 0 _ SPRINKLED: NOLO Y o 00 Ar TM FLOOD ZONE: 'X' Ir TERMITE PROBABILITY: VERY HEAVY z vn 0 � mwQ6i a n I an U DRAWING a= w Q� � z < 00 LCompani' es QmJm cn r 90 Matawan Road CS-1 COVERSHEET & BUILDING DATA 0 o CS.2 GENERAL NOTES , � CD Matawan , NJ 07747 A1 .1 FIRST FLOOR PLAN Q A2.1 FRONT & REAR ELEVATIONS Q (732) 383-2200 A2.2 SIDE ELEVATIONS c Ir A3.1 ROOF PLAN Q � A5.1 BUILDING SECTIONS �� ) w cn A5.2 TYPICAL WALL SECTIONS 0 2 z z WP1 WATERPROOFING DETAILS rn E1 .1 FIRST FLOOR ELECTRICAL PLAN z P1 .1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES D F-1 .0 SLAB PLAN O ABBREVIATIONS F-2.0 BLOCK PLAN S-1 .3 ROOF FRAMING PLAN w AB ANCHOR BOLT MAS MASONRY SD-1 FOUNDATION DETAILS z A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUMASHMERE SD-2 STRUCTURAL DETAILS ALUM. ALUMINUM MC MEDICINE CABINET PBSB-1 STRUCTURAL DETAILS o ANCH ANCHOR MECH MECHANICAL g ANGLE MIN MINIMUM @ AT MIR MIRROR O ELEVATION "A" } ML MICRO LAM BD. BOARD M.O. MASONRY OPENING O Q BF BI-FOLD MTL METAL cb z BLDG. BUILDING 0 0 5185 ARMINA PLACE �' BM. BEAM N.I.C. NOT IN CONTRACT z Lu 0 BLK BLOCKING (NTS) NOT TO SCALE O B.O. BOTTOM OF OBS OBSCURED B.P. BEPASS DOOR O.C. ON CENTER j 4 i i w BRG. BEARING v w BRK. BRICK OHGD OVERHEAD GARAGE DOOR FT. PIERCE FL 34951 0 = OPER OPERATOR w C.J. CONTROL JOINT OPNG OPENING 0° q CENTER LINE OPT OPTIONAL O CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD U) ~ z COL. COLUMN OZ OUNCE ~ O CONC. CONCRETE 1/R ONE ROD z COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS LOT 049 U) CANT. CANTILEVER PC PRECAST i i i o Q 0 w C7 CLG. CEILING PDS PULL-DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR z CR CHAIR RAIL PNL PANEL Ir ICI Q PLYWD PLYWOOD O O D DRYER C, PREFAB PREFABRICATED PR PAIR d PENNY PROJ PROJECTED u I Q DBL. DOUBLE DIA. DIAMETER PSI POUNDS PER SQUARE INCH I w DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT �j.J DN DOWN P.T. PRESSURE TREATED w DR DW DIISOH WASHER QUAD QUADRUPLE w ~ c� DWG c7 DRAWING z REF REFRIGERATOR DTL DOWNSPOUT POUT REINF REINFORCED TERMITE TREATMENT � Q REQ'D REQUIRED r^ o EA. EACH RNG RANGE 06 E.J. EXPANSION JOINT R.O. ROUGH OPENING TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION 06 ELEC. ELECTRICAL R RISER 2L TERM ITICIDE/INSECTICIDE. UPON COMPLETION OF THE z ELEV ELEVATION RND ROUND APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, _aj EQ. EQUAL R&S ROD AND SHELF A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE w EQUIP. EQUIPMENT BUILDING DEPARTMENT BY THE LICENSED PEST Lu EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC CONTROL COMPANY THAT CONTAINS THE FOLLOWING z EE EACH END SHLF SHELF STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE O z SHT SHEET FD FLOOR DRAIN SHWR SHOWER TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ~ FIN. FINISHED FLOOR TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 0 SIM SIMILAR U FND. FOUNDATION SH SINGLE HUNG AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT to >_ FLR. FLOOR S.S. STAINLESS STEEL OF AGRICULTURE AND CONSUMER SERVICES." p FP FIREPLACE STL STEEL Lu FIR FIRE RATED STRUCT STRUCTURAL O FXD FIXED SUSP SUSPENSION FIRM FRAME SGD SLIDING GLASS DOOR FTG _ FOOTING SQ SQUARE wRELEASE HISTORY c GA. GAUGE T TREAD AREA GAL ICS. o � G GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE U) ❑ Q GEN GENERAL TEMP TEMPERED ELEVATION "A" w o = GYP. GYPSUM T.O. TOP OF C7 GLS GLASS GLUE AM TR TOWEL ROD 1ST FLR/TOTAL A/C 1 ,464 SF Z Q Q Q Q Q Ir TRPL TRIPLE 0- TYP TYPICAL TOTAL VOLUME 12,688 CU. FT. G H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE F cn VERT VERTICAL ENTRY 33 SF > HGT. HEIGHT HDR. HEADER V.L.I.F. VERIFY LOCATION IN FIELD GARAGE 385 SF w U) ui HB HOSE BIBB W WASHER LANAI 120 SF HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET ).' COMMUNITY: INSUL. INSULATION OF FL INT. INTERIOR WWM `WOOD WIRE MESH TOTAL UR 2,002 SF ,�P"�•0GGIo k WATERSTONELu LAV. LAVATORY WDW WINDOW PLAN#6100 x LT LAUNDRY TUB w� RELEASED: 8/25/20 wAR9488 SHEET O - z z GS `I z Q z O Y r_ 0 � LLI GENERAL CONSTRUCTION NOTES: Q Y Q J ~ W EGRESS: TREADS AND RISERS: DRAFTSTOPPING: CHIMNEY HEIGHT REQUIREMENTS: c MINIMUM SIZE. THE MAXIMUM RISER HEIGHT SHALL BE 7.75"AND THE MINIMUM IN COMBUSTABLE CONSTRUCTION WHERE THERE IS USABLE 1. WHEN STANDARD OR OPTIONAL FIREPLACE IS TO BE INSTALLED EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A TREAD DEPTH SHALL BE 10". THE TREAD DEPTH SHALL BE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A THE CHIMNEY MUST EXTEND Y-0"PAST THE HIGHER POINT WHERE MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF FLOOR/CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTALLED IT EXTENDS THROUGH THE ROOF AND MUST BE 2'-0" HIGHER THAN Q 00 "' THE FOREMOST PROJECTION OF THE ADJACENT TREADS AND AT A SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT THE ROOF OR RIDGE THAT IS 10'-0"AWAY OR CLOSER. co cr 6 EXCEPTION: RIGHT ANGLE TO THE TREADS LEADING EDGE. THE MINIMUM EXCEED 1,000 SQUARE FEET. DRAFTSOPPING SHALL DIVIDE THE TUB AND SHOWER AREAS: U Q z 1. ALL GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET WINDER TREAD DEPTH AT THE WALK LINE SHALL BE 10",AND THE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. 1. CEMENT,FIBER-CEMENT, OR GLASS MAT GYPSUM BOARD(NO W m �* 3 m CLEAR OPENING OF 5 SQ FT. MINIMUM WINDER TREAD DEPTH SHALL BE 6".NOSING SHALL WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE GREEN BOARD ALLOWED)IN COMPLIANCE WITH ASTM C1288, = Z cwn � NOT BE LESS THAN 3/4" BUT NOT MORE THAN 1 1/4". A NOSING ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING C1325, OR C1178 AND INSTALLED IN ACCORDANCE WITH U 3: w g z MAXIMUM HEIGHT FROM FLOOR: SHALL NOT BE REQUIRED WHERE THE TREAD DEPTH IS I I". SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE MANUFACTURER RECOMMENDATIONS SHALL BE USED AS Ir Q < J rn EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE FOLLOWING CIRCUMSTANCES: BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,AND WALL cn BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES HANDRAILS: 1. CEILING IS SUSPENDED. PANELS IN SHOWER AREAS. MEASURED FROM THE FLOOR. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH MECHANICAL AND HVAC: CONTINUOUS RUN OF TREADS OR FLIGHTS OF 4 OR MORE RISERS. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYP OPEN-WEB 1. ENERGY CALCULATIONS FOR HEATING AND COOLING 2. OPERATIONAL CONSTRAINTS: PERFORATED MEMBERS. CAPACITIES SHALL BE FURNISHED BY THE GENERAL o EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE HANDRAIL HEIGHT: cz CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE 00 OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE HANDRAIL HEIGHT,MEASURED ABOVE STAIR TREAD NOSINGS, OR 1. MATERIALS: TIME OF APPLICATION FOR PERMIT. OF KEYS OR TOOLS. BARS, GRILLES, GRATES OR SIMILAR DEVICES FINISH SURFACE OF RAMP SLOPE SHALL BE UNIFORM,NOT LESS DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN 1/2" p 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND THAN 34" AND NOT MORE THAN 38". GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER a Q N INSPECTION SERVICE REPAIR AND REPLACEMENT WITHOUT � � RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED. REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, SIZE COMPLIES WITH SECTION 1030.4 AND SUCH DEVICES SHALL HANDRAIL GRASPABILITY: DRAFTSTOPPING SHALL BE INSTALLED PARALLELL TO THE Z OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE HANDRAILS WITH A CIRCULAR CROSS-SECTION SHALL HAVE AN FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY �: F_ F_� APPLIANCE BEING INSPECTED SERVICED REPAIRED OR USE OF A KEY, TOOL OR FORCE GREATER THAN THAT WHICH IS OUTSIDE DIAMETER OF AT LEAST 1.25" AND NOT GREATER THAN THE BUILDING OFFICIAL. 3 w REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 Q z cn REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE 2" OR SHALL PROVIDE EQUIVALENT GRASPABILITY. IF THE z SEPARATION FROM GARAGE: mm)DEEP AND 30 INCHES (762 mm)WIDE SHALL BE PROVIDED IN z O OPENING. HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER o DIMENSION OF AT LEAST 4" AND NOT GREATER THAN 6.25" WITH A PER SECTION R302.5 R302.6 OPENING PROTECTION FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. rn Q z � 1. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM Q 3. FALL PROTECTION: MAXIMUM CROSS-SECTION DIMENSION OF 2.25". EDGES SHALL 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR WHERE THE OPENING OF THE SILL PORTION OF AN OPERABLE HAVE A MINIMUM RADIUS OF 0.01 V. USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL Q � WINDOW IS LOCATED MORE THAN 72 INCHES (1829 MM)ABOVE BE CONSTRUCTED OF A MIN. #26 GAUGE(0.48 mm) SHEET STEEL OR THE FINISHED GRADE OR OTHER SURFACE BELOW THE LOWEST HANDRAIL CONTINUITY: EQUIPPED WITH SOLID OR HONYCOMB CORE STEEL AND NOT LESS OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO ' THAN 1 3/8" 20 MINUTE RATED WITH SELF CLOSER. 0 PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE AT A HANDRAIL-GRIPPING SURFACES SHALL BE CONTINUOUS, THE GARAGE. _ HEIGHT NOT LESS THAN 24 INCHES (610 MM)ABOVE THE FINISHED WITHOUT INTERRUPTION BY NEWEL POSTS OR OTHER 2. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL ~ FLOOR SURFACE OF THE ROOM IN WHICH THE WINDOW IS OBSTRUCTIONS. ITS ATTIC AREA BY NOT LESS THAN 1/2 GYPSUM BOARD APPLIED SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm)ABOVE LOCATED. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24 TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE z INCHES (610 MM) SHALL BE FIXED OR HAVE OPENINGS THROUGH EXCEPTIONS: ABOVE BY NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR MANUFACTURER'S INSTALLATION INSTRUCTIONS. Q WHICH A 4-INCH 102 MM DIAMETER SPHERE CANNOT PASS. LHANDRAILS WITHIN DWELLING UNITS ARE PERMITTED TO EQUIVALENT. 2i ( ) CEILING CONSTRUCTION: 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING Ir BE INTERRUPTED BY A NEWEL POST AT A STAIR OR RAMP 1. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN 0 EXCEPTION: OPENINGS THAT ARE PROVIDED WITH WINDOW LANDING. PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL :E ITS ATTIC AREA BY NOT LESS THAN 1/2 INCH(12.7 mm)GYPSUM OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. 2. WITHIN A DWELLING UNIT,THE USE OF A VOLUTE, TURNOUT o BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH w OR STARTING EASING IS ALLOWED ON THE LOWEST TREAD. PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN z HAZARDOUS LOCATIONS: HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE 3. HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE „ „ ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS 1. GLAZING IN DOORS: GLAZING IN ALL FIXED AND OPERABLE PANELS ROOMS ABOVE BY NOT LESS THAN 5/8 INCH(15.9 mm)TYPE X OF SWINGING, SLIDING,AND BIFOLD DOORS SHALL BE CONSIDERED A BOTTOM SURFACE OF THE HANDRAIL SHALL NOT BE GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A M1411.3. 0 i i i Q HAZARDOUS LOCATION. CONSIDERED OBSTRUCTIONS TO GRASPABILITY,PROVIDED FLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE EXHAUST FANS AND VENTING: O I�+d THAT THE FOLLOWING CONDITIONS ARE MET: 0 SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2 1. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY z 3.1. THEY DO NOT PROJECT HORIZ BEYOND THE SIDES OF THE o EXCEPTIONS: 1 „ INCH(12.7 mm)GYPSUM BOARD OR EQUIVALENT. MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE 0 1. DECORATIVE GLAZING HANDRAIL WITHIN I V2 OF THE BOTTOM OF THE HANDRAIL OUTDOORS. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, O m AND PROVIDED THAT FOR EACH 1/2" OF ADDITIONAL EXTERIOR FINISHES: w 2. WHEN THERE IS AN INTERVENING WALL OR OTHER HANDRAIL PERIMETER DIMENSION ABOVE 4",THE VERTICAL 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK SOFFIT,RIDGE VENT OR CRAWL SPACE. PERMANENT BARRIER BETWEEN THE DOOR AND THE CLEARANCE DIMENSION OF I V? CAN BE REDUCED BY 1/8". TEXTURED PER COMMUNITY STANDARDS. 2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL O z m GLAZING. NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER 3.2. THEY HAVE EDGES WITH A RADIUS OF NOT LESS THAN .0V. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" 3. GLAZING IN WALLS ON THE LATCH SIDE OF AND 3.3. THEY OBSTRUCT NOT IN EXCESS OF 20 PERCENT OF THE THICK(3) COAT STUCCO OVER(2)LAYERS OF WATER RESISTANT DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE M PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS Y.1 0 HANDRAIL LENGTH. BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 6TH POSITION. SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER CD w EDITION(2017)RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER or 4. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR AREAS INSIDE THE BUILDING. " HANDRAIL CLEARANCE: COMMUNITY � STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS 0 CLEAR SPACE BETWEEN A HANDRAIL AND A WALL OR OTHER 0 APPLICATION SHALL COMPLY WITH SECTION R308.4.3. FLASHING: 3. DUCT LENGTH: THE MAXIMUM LENGTH OF A CLOTHES: DRYER EXHAUST DUCT SHALL NOT EXCEED 35 FEET. THE DRYER LOCATION z SURFACE SHALL BE A MINIMUM OF 1.5". A HANDRAIL AND A WALL 1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF 5. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO TO THE WALL OR ROOF TERMINATION. THE MAXIMUM LENGTH OF OR OTHER SURFACE ADJACENT TO THE HANDRAIL SHALL BE FREE INTERSECTIONS DECK AND WALL INTERSECTIONS AT GUTTERS cr DOORS. OF ANY SHARP OR ABRASIVE ELEMENTS. THE DUCT SHALL BE REDUCED 2.5 FEET(762 mm)FOR EACH 45 �' o AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,AND AROUND DEGREE(0.79 RAD)BEND AND 5 FEET(1524 mm)FOR EACH 90 DEGREE O w 0 2. GLAZING IN WINDOWS: GUARDS: ROOF OPENINGS. (1.6 RAD)BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT j z GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS 2.APPROVED CORROSION-RESISTANT FLASHING SHALL BE APPLIEDSHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES, DOES NOT INCLUDE THE TRANSITION DUCT. EXCEPTION-WHERE A I � � SHINGLE-FASHION IN A MANNER TO PREVENT ENTRY OF WATER ALL OF THE FOLLOWING CONDITIONS: CLOTHES DRYER BOOSTER FAN IS INSTALLED AND LISTED AND ,i PLATFORMS STAIRWAYS RAMPS AND LANDINGS THAT ARE INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE L� cn 1. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 LABELED FOR THE APPLICATION THE MAXIMUM LENGTH OF THE LOCATED MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR BUILDING STRUCTURAL FRAMING COMPONENTS. SELF-ADHERED m _ SQUARE FEET. OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE 2. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN w v5 THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR 3. TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHERE A z 4. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 CONSIDERED AS A GUARD. WALL FINISH.APPROVED CORROSION-RESISTANT FLASHINGS CLOTHES DRYER BOOSTER FAN IS INSTALLED AND NOT READILY SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: Q MM)HORIZONTALLY OF THE GLAZING. ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED A m OPENING LIMITATIONS: 3. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT ' 0 Q EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE � 3. GLAZING AND WET SURFACES: WHERE THE EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL w GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH SURFACE OF THE EXTERIOR WALL FINISH OR TO THE BEAR THE WORDS "THIS DRYER EXHAUST SYSTEM IS EQUIPPED SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE ALLOW THE PASSAGE OF A 4 SPHERE. WATER-RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. WITH A REMOTELY LOCATED BOOSTER FAN." a_ GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE w WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SCREEN PORCHES: INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE 4. PROVIDE LOUVER DEVICES AT INTAKE AND w PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT FOLLOWING: EXHAUST LOCATIONS IN ACCORDANCE WITH � SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. Z SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE AMCA STANDARD 550 IN FBC. 0 z • THE FENESTRATION MANUFACTURER'S INSTALLATION AND WALKING SURFACE IS LOCATED MORE THAN 30"ABOVE THE ATTENTION GENERAL CONTRACTOR/BUILDER: ISSUANCE OF �" U) EXCEPTION: GLAZING THAT IS MORE THAN 60" (1,524 mm), MEASURED FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A ADDRESSED IN THE FENESTRATION MANUFACTURER[] S a. _ FLOOR OR GRADE BELOW. PLANS FROM THIS OFFICE SHALL NOT RELIEVE THE BUILDER OF _0 RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES,DIMENSIONS, BATHTUB, HOT TUB, SPA, WHIRLPOOL, OR SWIMMING POOL OR FROM THE INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING U) °C FIRE PROTECTION: AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO w >_ EDGE OF A SHOWER, SAUNA, OR STEAM ROOM. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL VERTICAL MANUFACTURER[] S INSTRUCTIONS. WHERE FLASHING COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF w AND HORIZONTAL CONCEALED DRAFT OPENINGS. INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE w 4. GLAZING ADJACENT TO THE BOTTOM OF A STAIR LANDING: SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND Ir Ir GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE m ASPHALT SHINGLES (IF APPLICABLE) : DRAFTER'S OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF cr_ WHERE THE GLAZING IS LESS THAN 36"ABOVE THE LANDING AND WITHIN 60" IN SUCHA MANNER AS TO DIRECT WATER TO THE SURFACE OF w 1. WIND RESISTANCE OF ASPHALT SHINGLES. -ASPHALT ANY CONSTRUCTION CORRECTION/REVISIONS. ANY REVISIONS OR = HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH CHANGES NOT RELATED TO THE CORRECTION OF ERRORS THAT O HAZARDOUS LOCATION. BARRIER FOR SUBSEQUENT DRAINAGEOPENINGS USING PAN Z SECTION R905.2.6 AND R905.2.6.1. ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED p a z R309.1 FLOOR SURFACE: FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION Q R506.2.3 VAPOR RETARDER : SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS �_ GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE AT THE HEAD AND SIDES. ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN I— MATERIAL. A 6-MIL POLYETHYLENE OR APPROVED VAPOR RETARDER WITH . IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF THE DRAFTER'S OFFICE, THE DRAFTER SHALL NOT BE HELD Z aa aa a JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE >_ REGISTERED DESIGN PROFESSIONAL. RESPONSIBLE. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER 0 PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE FOUNDATION INSPECTION NOTES: VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS COURSE OR THE PREPARED SUBGRADE WHERE NO BASE 0 IN ACCORDANCE WITH FMAIAAMA 100, FMAIAAMA 200. FMA/WDMA O0 TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. COURSE EXISTS. 250, OR FMA/AAMA/WDMA 300 A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF U) THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S WINDOW INSTALLATION: w R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL EXCEPTIONS 1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A ui AND CEILING FINISHES STRING STRETCHED FROM MARKER TO MARKER TO VERIFY 1. GARAGES UTILITY BUILDINGS AND OTHER UNHEATED WITH THE MANUFACTURERS WRITTEN INSTALLATION w FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND REQUIRED SETBACKS. � ACCESSORY STRUCTURES. INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE m CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. FRAMING INSPECTION NOTES: THROUGH R302.9.4. LESS THAN 70 SQUARE FEET(6.5 M2)AND CARPORTS. FLOOD ZONE REQUIREMENTS: ALL PLUMBING,ELECTRICAL,AND MECHANICAL J F�� COMMUNITY' R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR 3. DRIVEWAYS,WALKS,PATIOS AND OTHER FLATWORK NOT PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE MUST BE COMPLETE, INSPECTED,AND APPROVE E••"•••., GG�� /t �� WATERSTONE m INSULATION LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. FLOOR ELEVATION. REQUESTING THE FRAMING INSPECTION(FBC l Cz�:•moo O,A'�'9 w FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL 4. WHERE APPROVED BY THE BUILDING OFFICIAL,BASED ON �� ���: PLAN#6100 w BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. LOCAL SITE CONDITIONS. • : - * - • RELEASED: 8/25/20 AR94880 (j SHEET O Z Q Z CS2z O Y 11 35'-0" 10 ol 15'-0" 12'-0" 8'-0" 0 Lu z 0 Q ¢ FLAT SOFFIT @ 7'-4" J ~ -------------- --- UJ - - m LANAI 0 1 CONCRETE Y o 8'-8"CLG. Q w A5.1 @) MOISTURE RESISTANT iCaj o o DRYWALL CLG. - (' cr °� p LL I LL CD U �' Q z 00 7-7 c� 14-2 7-10 Icn 5'-5" oo w a 00 J I o0 LEGEND SYMBOLS 0 Q L z J J LL w n BUILDING/WALL SECTION MARKER *35 SH 6068 SGD i SHT 54"X63" EGRESS TEMP 35 SH IL O INTERIOR ELEVATION MARKER cc EMERGENCY ESCAPE&RESCUE CD co 1 111 �ro`b m~ 1 STEP ELEVATION STEP • '~ �" 13 4-4 -52 ti M - 15-10 o �68 BRKX FLOORING BREAK Q N °cr c� OWNER'S _ CL 1�� Z 2-N WALL TYPES o Q SUITE cV -- ---- _ ® 2x WOOD/STEEL FRAMED �� Q C z N 8'-8"CLG. R&S rLo PARTITION O N INTERIOR PARTITION w/ T S GREAT T ® INSULATION Q O ROOM z „) CMU WALL c 8'-8"CLG. H � M 00 CMU WALL w/FURRING& Q !:z co T INSULATION NOTE: INTERIOR WALLS ARE DRAWN 5'-1" PTRY CV TO ROUGH DIMENSIONS O 8'-8"CLG. N RK SECTION @ TYPICAL - RK 28 IN ti��� KITCHEN ISLAND w s8 CO Y rIN pp rIN c 1n Z M Ln @7 , 11 to 2 , „ INSTALLER TOP OVIDELID SURFACE ERTOP. Lc) 9'-62" 7-11 15-9 APPROPRIATE COUNTERTOP = 36"X60" lo NER'S = SUPPORT IF REQUIRED 0 Ir N ACRYLIC BATH ° F 7 1 = M o SHWR PAN _ a'-8°cLG. g __ �_ zKITCH N DINING Tao TOP PLATELL �� ' " 8'-8"CL 2x6 STUD WALL O Z ��'' 3-3 4,_32,Hc)-RT 0 _ o�JI AREA c'p b - _jI¢I 8'-8"CLG. T 1'-2"MAX.MAx SEE PLANS FOR - O ¢ �86, 6'p ' L iN CO [0-1 �I WALL LAYOUT - _ REF. C o A ADD 7/16"OSB REFRIGERANT/ 1/2"GYP. T Lu BD. tBASE CABINET AS T O RK NI TO MECH. CL. CONDENSATE WATER O WD.BASE PER SHOP DWG. CV Q LINE CEILING FOR LINE THROUGH MOLDING FINISH FLOOR �e a O i IQ'-3" i 1 FIRE DRAFT WALL FNISH °C I r I STOP FLOOR IL SUBFLOOR U T Ifn n — - - - = - - O W C U)jr o s'WIC 3'-11" 3-72 i��--rr: pi - m CD ___ ___ __ _ I bo U MECH �j UB PER o q O o R&S HI/LO REF TIN M �' o ,Ijj comm.ECS CV o __�; TYPICAL DOOR o (b XFER METAL RAG t i-/�-I PLACEMENT DIAGRAMS 0) o z -- ,- „ - r ---R&S �q,� GRILL N LOCATION R 01 HALL 1,_ i,. ,�, < 3-2 N CL Y T AHU ON ' 2`�6 I BATHS E.Q. EL. .Q. 3'-112' m 3,_ 2" 3'-72' 6'-12" STAND 13'-g2"' s'-8"CLG. 6'- - --- 6-6 Rood RK ��� >co �' o CL �� n ti � i ° 0 U) 06 BEDROOM 3 ------- N ti� L___ Lo ,_,J z 8'-8"CLG. R&S r HALL = -1 g TIN RK T 8'-8"CLG. cn -I -- R&S - N I� DRYER - VENT D XFER j6'6, L T CV O W �Icn o VENT = METAL GRILL CL r o co TIN THRESHOLD BR K DOORS LOCATED WITHIN A i=i N ch LNDY WEATHER _ 2� '-32' LENGTH OF WALL ARE TO BE W 8'-8"CLG. STRIPPING r 68 CENTERED UNLESS z A5.1 w 10'-72" WASBOX ]'_�" 6'-12" 3'-92' 1'-72" 06 4'-6" A5.1 DIMENSIONED OR NOTED OTHERWISE. N 0 W FOYER U Lu :!� 8'-8"CLG. 00 06 c� 06 z m _ -- X 2868 SC W/SELF CLOSER r if tQ M WH 1 2"CONC. METAL THRESHOLD c�`Aq�y�i1� T w O N CURB WEATHER STRIPPING �' F O r .Q� ��O _ _ 2-0 -- --22"x 54° ENTRY ao BEDROOM 2 O o z BOLLARD PER ATTIC 8'-8"CLG. � COMM. SPECS. L_ ___ACCESS) 8'-8"CLG. _ ----- 8 8 DOORS LOCATED ADJACENT TO WALL01 O 1/2"WALL BOARD ON 17'-4" 5'-0" 10'-0" INTERSECTIONS ARE TO BE PLACED 3" U) °C GARAGE SIDE PROVIDE F_L_A_T_S_OF_FIT MEASURED FROM INTERSECTION TO 0 INSULATION AS REQ'D AT 7'-4" DOOR JAMB UNLESS DIMENSIONED OR w NOTED OTHERWISE. D_ p MOISTURE *25 SH O T RESISTANT 37"X63" EGRESS o_ 2 CAR TIN DRYWALL N GARAGE M CLG. 8'-8"CLG. N NOTE: TYP. WINDOW HEAD HGT. Z w O AT74' U.N.O. q G ---------------------------------------- _ �� W_ Z a a a as I I co O U LOCATION I I T I I U VARIES P_E R L,j�•Q��• G�O / 'A �y FU)MAIN WATER w SERVICE CONNECTION wUw Ind f ... COMMUNITY: wo WATERSTONEoGp D- �� PLAN#6100 w 16'-0" '-4" 2'-5" 2'-7" 5'-8" 5'-8" • :a — * — • RELEASED: 8/25/20 w . SHEET O 18'-8" 5'-0" AR94880 ; (j z 35'-0" FIRST FLOOR PLAN 1 A '� • '� z A5.1 p SCALE: 1/4"=1'-0" Y r_ PAINT AND FINISH SCHEDULE I KEY w z a Z 0 PAINT COLOR SCHEME SURFACE TEXTURE/ FINISH KEY Q Y Q Q MEDIUM TEXTURE/ W ~¢ BODY COLOR SKIP TROWEL FINISH pp cr J Q LL TRIM COLOR SAND FINISH Y o � C) Lo NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN 00 o AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL 0 m Cc OF THE WINDOW& DOORS. PAINT THE BAND, JAMB, HEAD & W O ¢ z w SILL THE TRIM COLOR. m x,- 3: Ir U > z Q Q OCQvo li LD < 12 12 STUCCO INSTALLATION ROOF SHINGLES PER 5 5:12 5 STUCCO AND PORTLAND CEMENT PLASTER SHALL CID COMMUNITY SPECS. BE INSTALLED PER THE CURRENT ASTM C926 & C1063 Q.) REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE �, C) STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED • '� 12 OVER METAL OR WIRE LATH AND SHALL NOT BE �S 5 LESS THAN 2 COATS WHEN APPLIED OVER MASONRY Qo CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO ir DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR Q AT A MPERR ASTMAXIMUM IC1063C(CUORRENT EDITION)JOINTS Q o z WEEP SCREED SHALL BE INSTALLED AT ALL Q z z STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY O rn Q OU AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Q z w Q � O 35 SH *35 SH _ 6068 SGD w z Q Ir z 0 Ir Ir O RAISED 0 STUCCO REAR ELEVATION o w BAND +1 U SCALE: 1/4"=1'-0" i i i 211 I.1.1 0 Ir Lu 4" L Ir \ / 0 w m m O CDz GARAGE HEAD 0 w TRIM DETAIL a SCALE: 3/4 & ' =11-011 0 cZ$ 0 .j z z Q I J ROOF PEAK HEIGHT w z U) w 5:12 M _ 12 12 w o ~ 5 5 ROOF SHINGLES PER ROOF MEAN HEIGHT ' WINDOW HEAD COMMUNITY SPECS. 5:12 Vl 0 'Q U) RAISED 1 2 6"ALUMINUM WRAPPED Z STUCCO FASCIA W/VINYL \ BAND 6"ALUMINUM WRAPPED VENTED SOFFIT, TYP. +1 I FASCIA W/VINYL _ w T.O. MASONRY cn VENTED SOFFIT, TYP. — "�;� w 2" T.O. WINDOW c� ZO z 4" 11-0„ 1 0„ r ,_ z N a _ EA cn I < L I - I 00 U4" WI Lu DE � O 40 O ElElElLlLlLlLl � STUCCO BANDLu = I 4"WIDE STUCCO BAND (+1) *25 SH Lu +1 / _ _ _ _Li FIN. FLOOR O Z - - - � RAISED _ O_ Q z STUCCO 16070 GARAGE DOOR 3068 to BAND SOLID PANEL DR. a _ w Z a a a a o CE WINDOW SILL IL U U U w _ WINDOW HEAD & SILL DETAILS FRONT ELEVATION > w 2 ui w SCALE: 3/4"=1 '-0" SCALE: 1/4"=1'-0" J °F.FLo,�, COMMUNITY: .A•��::PQ�o`�Q•�— * —'A�•��•�::::•j• wGOGlOt WATERSTONE. om , X PLAN#6100 w RELEASED: 8/25/20 w2i AR94880 SHEET O Z A2. 1 z Q O Y v rl- PAINT AND FINISH SCHEDULE I KEYCD z w z o PAINT COLOR SCHEME SURFACE TEXTURE/FINISH KEY ¢ Y Q BODY COLOR MEDIUM TEXTURE/ J SKIP TROWEL FINISH LU ¢ TRIM COLOR SAND FINISH =- O = o ~ NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN _O � AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD&SILL C0 rn cr OF THE WINDOW& DOORS. PAINT THE BAND,JAMB, HEAD & U C0 Q z SILL THE TRIM COLOR. Lu m < < 6i Ir U z a a BCQUo 0 STUCCO INSTALLATION Q 0 J 0-) U) STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 &C1063 ROOF SHINGLES PER 12 12 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE C) 5 COMMUNITY SPECS. 5 STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED • ,� 00 OVER METAL OR WIRE LATH AND SHALL NOT BE 5:12 LESS THAN 2 COATS WHEN APPLIED OVER MASONRY Q N 12 ;% CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO c DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR Z r� 5 5:12 12 AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS 5 PER ASTM C1063 (CURRENT EDITION) Q o iz WEEP SCREED SHALL BE INSTALLED AT ALL Q z v) STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY 0 C) Z O T.O. MA ONRY Q U AS REQUIRED BY ASTM C1063 (CURRENT EDITION) z w � Q 1L-O., 1 1_0�� _ „ cc: O 00 = } 01 Ir w z z 35 SH ¢ Ir FIN. FLR. O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O w 0 z � z �/ ¢ t ) 0 z 0 0 w U 0 Ir O RIGHT ELEVATION Uui SCALE: 1/4"=1'-0" m O m > 0 0 0) z w w ¢ 0 0 w z Q cr- o w 06 A z I J CL w w Lu w w U5 0 12 12 °C ROOF SHINGLES PER 5 5 06 0 COMMUNITY SPECS. Octz J 5:12 Lu 0 12 cl) w 12 5 5 O ~ z I-- W T.O. MASONRY ❑J 1'-011 Lu O ao w ao } n ZwLl o rh o ¢ *25 SH > ~ FIN. FLR. m ZI a a a < a - - - - - - - - w O U U) w w cn w Ir LEFT ELEVATION ,��°F.FLo�, COMMUNITY: W �P••�GGIO k�••IQ WATERSTONE Ir w SCALE: 1/4"=1'-0" �`' �� 9 PLAN#6100 w • :Q — * — : • RELEASED: 8/25/20 w AR94880 •�j SHEET O A2.2 z ¢ z > O Y r- v 0 � LLI Z Q Z � Q Y � /12 1'-0" 5 J ~ W m J LL 0 = o ~ 0 coU-) o rn r r V Q Z ATTIC VENTILATION m * � T SQ. FT. ATTIC NET FREE AREA NET FREE AREA = Z z Q Q AREA UPPER ROOF VENTING SOFFIT VENTING c) Q U 2 z — — — — — — — — — — — — — — L- — — — — — — — — — — — — — — — — — — — — — — Q m v) 2002 414 SQ. IN. 547 sq. IN. TOTAL VENTING REQUIRED 961 SQ. IN VENTS REQUIRED C) 48"TAMCO OFF-RIDGE VENT(138 SI NET FREE)-3 VENTS NOTE: LOCATE RIDGE VENTS 2'-0"OFF ALL HIPS RIDGES OR VALLEYS, MIN.,TYP. O M THE MINIMUM NET FREE VENTILATING AREA SHALL NOT Z BE LESS THAN 1/150 OF THE VENTED SPACE. Q EXCEPTION:THE MINIMUM NET FREE VENTILATION AREA Q 3 w SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT O z LESS THAN 40 PERCENT AND NOT MORE THAN 50 rn Q OU PERCENT OF THE REQUIRED VENTILATING AREA IS z Lu PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER Q VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 5:12 FEET(914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE O OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR = CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE oC Lu INSTALLATION OF UPPER VENTILATORS, INSTALLATION z MORE THAN 3 FEET(914 MM) BELOW THE RIDGE OR z OFF RIDGE VENT, HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. Ir TYP. 0 O UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN � ACCORDANCE WITH SECTION R905, TABLE R905.1.1 O FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 z FOR TILE ROOFING REFERENCE TO SECTION R905.3 0 0 z r r O Lu Lu z Z o I� w 1'-0" 1'-0" w O ,� co j � o m H 0 0) w O o Q O O 06 5:12 cf) z Q I J W W U) Lu C6 Q Ir 0 Oct � z Lu I I I = Z 0 z cn w L To Lo V t o ui T O I I � I I � I = U) 0 �, o O Q z Q 5:12 a' Z aaaIL aa IL O U) cn Lu w Ir O J r ,�� °F.FLo COMMUNITY: w �P••�GGIO k�••IQ WATERSTONEIr ROOF PLAN �� ��� X � PLAN#6100 w SCALE: 1/4"-1'-0" • �o — * — � • RELEASED: 8/25120 62 AR94880 SHEET O Q A3. 1 z Q z > O Y r` 0 Lu Z Q z Y Q J ~ LU ¢ m cr J ILL Y = o ~ 0 00 `r) - 00 1 � 0 It A5.1 Hm ¢ < 6i ROOF SHINGLES PER COMMUNITY - w ¢ D SPECS. (TYP.) = z z Q Q Ir <C) LD < cn 12 I 12 CID 5 �4 PRE-ENGINEERED ROOF TRUSSES 5 Q.) o SEE FRAMING SHEET FOR DETL'S 0000 R-30INSULATION (� I � ` O N GREAT ROOM TRANSFER GRILL O Z T_O.WDW BEDROOM 3 LNDY. (BEYOND) BEDROOM 2 � Q o z w R-4.1 ♦ ♦ R-4.1 Q z W INSULATION f ♦♦ ♦♦ INSULATION z i ♦♦♦ i ♦♦♦ C ¢ o z 00 Lu bo ♦♦ i ♦♦ i ~ ♦ i ♦ i O FIN. FLR. ♦♦ I ♦♦ _ w ° II-III-III-III-III-III-III-III-III-III-III-III-III-III- -III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III II II °II II II II III-1 I _ CONCRETE FOOTING III Q - 1 -1 -11=111-111—_° 111 11=III=III=III-II' SEE STRUCTURAL PLANS 11=III=III-III-III 'I-111,;,111-11i- O 1 A5.1 O (n ILL z z 0 z O O o w U BUILDING SECTION 0 2IL SCALE: 1/4"=1'-0" U Ir O � i Luw m M 0 tn I- 0 z Lu 0 crJ) C`3 z 2 A 0 A5.1 O 0 J) ROOF SHINGLES PER COMMUNITY j z SPECS. (TYP.) I C 12 12 w J) \ Ix M _ 5 5 i1.i1.,i I W I-_ O z_ 12 PR ENGIN EKED ROOF TRUSSES ¢ 5 I SE FRAMING SHE T FOR �)ETUS 06 R-30 INSULATION ¢ I J T.O.M. Lu71 - ---- 07 w 2 CAR GARAGE I LNDY. CL KITCHEN OWNER'S SUITE T.O.wDw Z -- -- -- - -- -- - O z R-4.1 P: J) R-11 INSULATION INSULATION - U 00 W REF. 00Lu 0 SPACE ~ 0- Ir a_ w I 11 FIN. FLR. o O- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z ------ --- - - - - 11111111111111111 1 = 111 -III1 -III1 -III1 -III1 -III1 -III1 -III111111111 -III1 -III1 I-III1 =11 =11 =11 =111111 1 III1 -' - a -1 -1 I I=III=III=111=1 I I-111=1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I-1 I-1 I I =I u= - _ =I a=II I-1 I E. Ea I Ea Ea I Ea I-1 1 1_1 I I=I 11=1 I I -' -' � II -1II�II I I,��I I I, ' -� �I(CONCRETE FOOTING �I-I - - °" °III-1 11=' � � ¢ I I I I _ I I I I III=I I II;,I I1= -I I-III-III- " '_III=' � (III IIIII1111 111-III SEE STRUCTURAL PLANS 1=111-III III-IIIIII-IIIIII-I' w Z . a a a a a -' i= 1=1 1=1 1=1 1-I' - -1 2 } 0_ A5.1 U U) w Lu J) ui BUILDING SECTION °F F�o,�, COMMUNITY: SCALE: 1/4"=1�-0" ,�P••'0GG10 Ito •�Q WATERSTONE PLAN#6100 w • :Q — * — �D: • RELEASED: 8125I20 Lu AR94880 (j SHEET 0 Z AS. 1 z ¢ Z 0 2 Y r_ 0 Lu z Q z Y Q J ~ LU ¢ m cr J LL Y = o ~ O � `� 00 O rn U O Q z WO < ¢ Ir ui = z z ¢ Q IY Q cwj o LD < W F- � � C) � o Q � ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER �� 3: F_ I_ SYNTHETIC POLYMER-BASED SYNTHETIC POLYMER-BASED SYNTHETIC POLYMER-BASED 3 w 12 ROOFING UNDERLAYMENT 12 ROOFING UNDERLAYMENT 12 ROOFING UNDERLAYMENT O z z SEE ROOF SEE ROOF SEE PLAN ROOF o Q PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF rn TRUSSES AT TYP. 24"O.C. PLAN TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. Q w BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER Q TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END HURRICANE STRAP EACH END D OF TRUSS - REFER TO OF TRUSS- REFER TO OF TRUSS- REFER TO O STRUCTURAL. STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OL TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) (REFER TO ELEV.) Lu INSULATION PER Lu z COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA Q SEE MOISTURE RESISTANT SEE SEE ENERGY CALCS. ELEV. j ELEV. BD.w/ALUM DRIP EDGE. DRYWALL CEILING ELEV. BD. w/ALUM DRIP EDGE. 1 1/2" (MIN.) ---- SOFFIT PER SPECS SOFFIT PER SPECS cn O 1/2" (MIN.) CLG. BD. - -J 2x6 ALUM WRAPPED FASCIA CLG. BD. SEE STRUCTURAL °C s. SEE STRUCTURAL z 0 1x PT DRAPE BLKG BD. w/ALUM DRIP EDGE. (g TYPE 'X' GYP. BD. PLAN PLANS LL ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED G.W.B. WHEN LIVING SPACE 0 z¢ SEE STRUCTURAL IS ABOVE GARAGE) z WINDOW PER PLAN PLAN 8"CMU BLOCK O Lu W/CEMENTITIOUS u v FINISH (BEYOND) z 0 GYP.BD. w WINDOW SILL w PRECAST WIN. SILL 8" CMU BLOCK O m rn Ir 1/2" GYP. BD. OVER RADIANT W/CEMENTITIOUS FINISH i v� BARRIER INSULATION (R-4.1) �I O ATTACHED TO 1x2 PT. PERIMETER MASONRY SEAT M 1 ' BELOW TOP OF SLAB m O FURRING @ 24" O.C. 2 EXPANSION JOINT SLOPE GRADE AWAY z BASE BOARD SLOPE GRADE AWAY GARAGE SLAB, DRIVEWAY PER COMMUNITY FROM HOUSE CD Lu Ir FROM HOUSE SEE STRUCTURAL 4" jSPECS 0 U) OIL 0'-01, PLANS 0'-0" 0'-01, 0 0 FIN. FL. SLOPE E FIN. FL. SLR. FIN. FL. • • 0 o � U) FOUNDATION FOUNDATION i FOUNDATION j1 PER STRUCTURAL DRAWINGS Q PER STRUCTURAL DRAWINGS `' PER STRUCTURAL DRAWINGS I w ui TYP. 1 -STORY WALL WINDOW WALLSECTION ARA E DOOR TYP . M COLUMN LANAI/PORCH ioLu C� O @ G G 00 CMU CO U C� p,.,i i i SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" Y.1 v5 O z rr� ¢ l 0 V 0 06 ATTIC OR z SECOND FLOOR ATTIC OR SECOND �J LIVING SPACE FLOOR LIVING SPACE m ui REFER TO PLANS REFER TO PLANS T.O.M NOTE: THESE DETAILS DEPICT 7- GYPSUM- ARCHITECTURAL SPECIFICATIONS AND o z PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD z Q F_1L INISHES ONLY. REFER TO STRUCTURAL a ENCLOSURE FOR DRAWINGS FOR STRUCTURAL INFORMATION 3 1/2" u ELECTRICAL p� 2'GYPSUM m BOARD m W PANEL, FINISH W/ GARAGE p ' GYPSUM ----- w BOARD O NICHE FOR ELECTRIC METER ELECTRICAL a_LOCATION - SEE PANEL& Lu PLANS. VERIFY WIRING INSTALLATION IN N �" Z F o c� ih O_ FIELD - ELECTRICAL i ¢ PANEL ELECTRICAL STUCCO � _ PANEL w 0aaaaa c7 FINISHzo ------f N N } EXTERIOR EXTERIOR ----- C° O 00 CMU BLOCK CMU BLOCK C) WALL WALL 1, 0„ w NOTE: ELECTRICAL - - v cl, PANEL IS TO BE CONCRETE CONCRETE 1 6 N w INSTALLED ACCORDING CURB REFER ou TO ALL APPLICABLE CURB REFER TO PLANS TO PLANST71E J LOCAL, STATE AND OF.FLO COMMUNITY, NATIVERIONAL FY PANEL SLAB a �'C•0 O .O CONCRETE P GGIO k• WATERSTONE m DIMENSIONS PRIOR TO a SLAB ON �:� ��';� X GRADE AT • PLAN#6100 w CONSTRUCTION. GRADE - - - - = - = - = _I_ -_I_ -_I_ -_I_ -_I_ .s, � GARAGE • :Q — * — : • RELEASED: 8/25/20 w FLOOR AR94880 (j SHEET O ELECTRICAL PANEL NICHE AT CMU BLOCK WALL ; - z Q z Av.2SCALE: 1/2" = 1'-0" z O Y r_ 0 Lu z Q z Q Y Q J ~ W Q $" co THICK, 3 COAT CEMENT PLASTER O STEP 1 STEP 2 Y 0C) Lo 00 co 60 MIN. GRADE D PAPER BACKED LATH A A � � m °C BARRICADE PLUS WRB (OR APPROVED EQUAL) O O w O < Q Lu FOLD °� w Q D WRAP LAYERS OF BUILDING U w < z WRAP OVER NAILING FLANGE, STOP FOLD @ 450 pC Q G z WRB APPROX. 1-1/2" ABOVE SHINGLES - -- - - < 5)) W w - ROOF/WALL SCREED O B 0- Q bo 5X5 WALL FLASHING ~�' Q J cv KICK-OUT FLASHING (SEE DTL. BELOW) � o w r FOLD INWARD @ PT. A FOLD INWARD @ PT. A �' C) p 00 CREASE @ PT. B ' '� z FELT UNDERLAYMENT �+ o Q" O co STEP 3 STEP 4 z Q ii� az z z � Q o SHINGLE ROOFING Q w / WATERTIGHT SEAL. Q � FOLD. DO NOT CUT. FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND © © FOLD @ 77° © © BOTTOM FLANGE o BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A m ui CREASE @ PT. B CREASE @ PT. B z CREASE @ PT. C CREASE @ PT. C FOLD PT. C OVER PT. B TILL Ir PT. C TOUCHES BOTTOM FLANGE KICKOUT DETAIL LL _ O LL SCALE: N.T.S. O z z Q z O o Lu U 0 F1�1 0 O U O toIL Lu _ 0 CD Lu .j O m ~ 0 0) z Lu o Lit wcl- AQ 0 4) INSTALL WINDOW 2) SET P.T. WOOD BUCK z OR DOOR. FASTEN PER OVER CMU EXTERIOR CMU WALL I Q PRODUCT APPROVALS WATERPROOFING IN w w AND SEAL WINDOW OR URETHANE SEALANT. 1) PROTECTO WRAP LWM200 OR w DOOR FRAME TO P.T. FASTEN PER PRODUCT SIMILAR ON WINDOW SILL, JAMBS w WOOD BUCK AND APPROVALS. AND HEAD. APPLY AROUND MASONRY 3) APPLY LIQUID CORNER AND EXTEND 6" ALL z AROUND THE EDGES OF THE WALL < WATERPROOFING m MEMBRANE OVER THE TOP 06 SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OFOct Q BUCK TO MASONRY BUCK AND SILL w PRECAST SILL w z _ z CMU OPENING WATERPROOFING SCALE: N.T.S. c } w o � w 0- 0 Cc a_ CE Lu _ !� ~ O Z Lu O ¢ z ❑ Q Z a a a < a IL O U Lu CE Lu U) Lu J °F.FLo,�, COMMUNITY: ��P.•OGGlo /tom•,�� WATERSTONE w Q� 'A�•: X PLAN#6100 w • :Q — * — : • RELEASED: 8/25/20 w AR94880 •(j SHEET O z z z wP i Q z O Y r- v 0 AS H M E R E WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE Z Q Z 0 ELECTRICAL KEY LOAD CALCULATIONS 1 2 < < Y '#10 2P 30A AIR COMPRESSOR LANAI RANGE 50A 2P #6 J m PANEL"A" 3 4 g DUPLEX CONVENIENCE OUTLET � J w 5 6P WEATHERPROOF DUPLEX OUTLET 0 #6 2P 60A AIR HANDLER WATER HEATER 25A 2P #10 VP 4F GROUND FAULT INTERRUPTER DUPLEX OUTLET O � 0 DESCRIPTION LOAD KVA 7 8 220 VOLT OUTLET H z WALL SWITCH Lu m < GENERAL LTG. 3Wx1464 S.F. 4392 #12 1 P 20A DISHWASHER (AF/GFI) 9 10 w Q D DRYER 30A 2P #10 THREE-WAY THREE-WAY SWITCH U z ¢ a SMALL APPLIANCE 1500 #12 1 P 20A DISPOSAL(AF/GFI) 11 12 FOUR-WAY SWITCH Q QQ J rn KEYLESS LIGHT FIXTURE SMALL APPLIANCE 1500 #12 1 P 20A WASHER (AF/GFI) 13 14 MICROWAVE (AF) 20A 1 P #12 CEILING MOUNTED LED LIGHT FIXTURE 3 � WALL MOUNTED INCANDESCENT LIGHT FIXTURE REFRIGERATOR 1200 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 C I :OvP VAPOR PROOF LIGHT FIXTURE C) DISHWASHER 2400 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 SD7F— CLPc LIGHT FIXTURE WITH PULL CHAIN ;OWNER'S FLUORESCENT LIGHT FIXTURE z DISPOSAL 850 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 SUITEQ., O cN (� EXHAUSTFAN cMICROWAVE 1200 #12 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 CAT 5 ADD BLOCKING GREAT EXHAUST FAN/LIGHT COMBINATION ADD BLOCKING T� AS REQUIRED ROOM EH CHIMES (OPTIONAL) �3 w AS REQUIRED RANGE 8000 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 Q z z p PUSHBUTTON SWITCH (OPTIONAL) O WATER HEATER 4500 #12 1 P 20A GARAGE ( ) �M GFCI 25 26 GENERAL LTG. (AF) 15A 1 P #14 COMBINATION SMOKE/CO2 DETECTOR o Q � PTRY So SMOKE DETECTOR DRYER 5000 #12 1 P 20A SPRINKLER SOLENOID 27 28 SPACE F4 TELEPHONE (OPTIONAL) WASHER 1500 #12 1 P 20A EXTERIOR (GFI) 29 30 SPACE 3 Tv TELEVISION (OPTIONAL) O 3-BULB ° CH GFI ELECTRIC METER LAUNDRY 1500 SPACE 31 32 SPACE FIXTURE ELECTRIC PANEL w EXTERIOR GFI 1500 SPACE 33 34 SPACE VP OWNER'S LL ADD z o � BLOCKING DISCONNECT SWITCH z BATH 1 � F AS REQ'D O JUNCTION BOX IRRIGATION 800 SPACE 35 36 SPACE 2zov K TCHEN GFi DINING — — O AREA �' STANDARD ELECTRICAL LINE 7 GFI Ow GDO 900 SPACE 37 38 SPACE - L OO o - 0 z CiH GFI Q O �TOTAL KVA 36742 SPACE 39 40 SPACE C) z NOTES: 0 � WP/GFI A/C a U :73 DISCONNECT 1. PROVIDE AND INSTALL GROUND FAULT D S WIC h==Fes`__ II CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT O 0 AHU #1 HEAT 10000 KWx.65 6500 PANEL SCHEDULE I III INTERRUPTERS (AFCI) PER 2014 NEC 210.12 O REF. II MECH u w \p DISCONNECT jl--�iJ� II 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & O i w SCALE: N.T.S. UNDER SINK ��i P '-2e RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH I�1 p LL FIRST 10KW 10000 SD SWITCH FOR C i HALL FLOOR: M CL 0 BATH SWITCHES...........42" W u Oz o OE �____j OUTLETS.............14" ~ w BALANCE @ 40% 10697 3 ABOVE COUNTER OUTLETS......46" a co TELEPHONE.........14' 0 (n cn CL c 3-BULB TELEVISION..........14" z AC LOAD 6500 BEDR OM 3 FIXTURE u � HALL 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN �, ~ < ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH TOTAL LOAD 27197 m L A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL 0 D ADD CH - CL LOCALLY CERTIFIED SMOKE DETECTORS. Q BLOCKING ADD BLOCKING 220V GO- AS REQ'D I w 0- Lu AS REQUIRED NDY 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING w w KVA/240V 113 AMPS c' ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, _ 11oviGFl SD AND GARAGES, SHALL REQUIRE AFCI PROTECTION. w U5 FOYE 0 LOAD CALCULATIONS W 3 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN z TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL Q LL COMPLIANCE WITH N.F.P.A. 70A, FLORIDA RESIDENTIAL CODE o SCALE: N.T.S. WH N bo 3 P.B. O 2017, NFPA 2014 AND ALL APPLICABLE LOCAL STANDARDS, 06 N LL CHI E CODES, AND ORDINANCES. z WP/GFI ADD BLOCKING WH STRUCTURED AS REQUIRED DISCONNECT r-----------1 WIRE PANEL 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC IRRIGATION TIMER ATTIP. LIGHT ENTRY w LOCATION VARIES C. i (SWP) VP BEDROOM 2 406.12. w PER MAIN WATER L----------J GFI48"AFF 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. ZO z SERVICE 150 A METER CONNECTION WP/GFI 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED a COMBO 120/240V PER THE PROVISIONS OF 2014 NEC 410.16(A) & (B) V 1 ph. N3R 22K AIC 150 A MLO PANEL 42 CIRCUITS N1 0 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED w Lu O 150A/2P cV 2 CAR 10. A MIN OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED p GARAGE FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS 0- PREWIRE FOR °C Lu GARAGE DOOR 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE F�\\------------- ------ OPENER -------- - - c O 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL 0 - i INFORMATION. o 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS w 6 a a a a a ELECTRICAL ANDIL } 2" PVC STUB PANEL ON DISCONNECTS IN COMPLIANCE WITH NEC 110.26. p #4 GROUND WIRE DOWN FOR i 2X4 WALL i v FLORIDA BLDG STEEL (V.I.F.) i 14. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER POWER & 3#3/0 AL, 1#6G 1 )12" C i i NEC 406.12. w LIGHT > 2 GROUND ROD i i 15. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN w %8"x8'GALV. A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE w GARAGE AND NOT LESS THAN ONE R UTLET cc: SHALL BE INSTALLED FOR EACHIIPti E PER COMMUNITY: FBC E3901.9. �P�•OG ....lfo•QQ WATERSTONE ELECT. RISER DIAGRAM FIRST FLOOR ELECTRICAL PLAN �. �� x PLAN#6100 w SCALE: N.T.S. SCALE: 1/4"=1'-0" • :a — * — : • RELEASED: 8/25120 w AR94880 •�j SHEET O Q Q Z > O 2 Y v 0 z w - - - - - - - - - - - ¢ z 0 LANAI Q Q J I m I U- I I O I I LD co I I U co (D � �(D ¢ z I I C zQ Q I I � aUo 0 a0 _jrn cn r� V) OWNER'S CL . P2 SUITE Q Q N GREAT �`+ p ROOM a o z w a Z U) � z 9'-11" 0 Q 0 2'-32" PTRY Q Lu JI` a � 2"VTR 0 2"VTR \ _ \ TUB I 7A OWNER'S 1 16'-101" w \ 2" LSATH _ 2 z 00 F \ \ WC I L - KITCHEN I DINING Z 0 LAV \ i AREA arc AAV \ \ 2 3 EAV no L l El. l l 0 2 KS n \ O° O Q LAV \ 2„ 2„ 1 Q Z 2 \ 1 -92 0 0 \ L _ Lu z \ OS WIC O 2 \ I MECH jj ,�.., EL 2" SH R I-- o 01>01LL.j2„ 2„ j i ---� O o HALL 3 3" I CL I I BATH oul 0 — -� z W C 3„ I T1, F - �' cr 3" wM CL i � O w z BEDROOM 3 HALL L - z L r0 w CL 06 3" - N Q 0 3" LNDY rcV w im w T U) � N Eo _ _ H N -IN w FOYER ro °T° 0 y T -1 Y' QT r WH U) o 06 3„ 0 11'-32„ < z ENTRY 3" TO SEWER BEDROOM 2 w 15 DFU w pz 3" i U U) T0' 2 CAR w ~ 0 cNv GARAGE 0- 0 w z 0 2 0 z LOCATION VARIES i O bER MAIN WATER (SERVICE \ I 0 PONNECTION,- I � �\ I w 00 > = w w J °F.FLo�, COMMUNITY: cn �P••06GIO k�••IQ WATERSTONE w PLUMBING RISER DIAGRAM SLAB PENETRATION PLANS ��� PLAN#6100ui SCALE: N.T.S. A:� — * �• • R EEEASED: 8/25120 0 SCALE: 1/4"=1'-O" AR94880 z ¢ Z Pl A ¢ z 0 Y