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HomeMy WebLinkAboutWS 17 - Corrected Plans 2.3.2021 v BUILDINGDATA 0 ui Digitallysi ned b Dawn Korbelak, RA,AIANCARB z g yTHESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS � � awn or e al OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL Date. 2021 .02 .02 21 .08.44 -05 00 Q �_ w/ APPLICABLE SUPPLEMENTS w a OCCUPANCY: R3 c BUILDING TYPE: VB 0 SPRINKLED: NO _p � 00 TM FLOOD ZONE: 'X' (3 VT1 an IanTERMITE PROBABILITY: VERY HEAVY w O a z w 0 Z U) �- m w Q cr U w 2 z om � nles Qo � � D RAWI lei C I lei D EX cf) 90 Matawan Road CS.1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES Matawan , NJ 07747 A1 .1 FIRST FLOOR PLAN o A2.1 FRONT & REAR ELEVATIONS (732) 383-2200 A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN �� z A5.1 BUILDING SECTIONS w A5.2 TYPICAL WALL SECTIONS Q z z WP1 WATERPROOFING DETAILS rn ° E1 .1 FIRST FLOOR ELECTRICAL PLAN ui z P1 .1 SLAB PENETRATION PLAN g S-0.0 STRUCTURAL NOTES F-1 .0 SLAB PLAN O ABBREVIATIONSF-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 MAXIMUMEDEN SD-2 STRUCTURAL DETAILS ALUM. ALUMINUM MC MEDICINE CABINET Ir PBSB-1 STRUCTURAL DETAILS o ANCH ANCHOR MECH MECHANICAL g ANGLE MIN MINIMUM @ AT MIR MIRROR ELEVATION "A" Q ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL CUzQ B BUILDING BBLKG M.M. BLOCK NG w BEAM N.I.C. NOT IN CONTRACT OBS OBSCURED 5158 ARMINA PLACE U 1�1 0 (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR Q 0 BRG. BEARING O.C. ON CENTER i i w OPER OPERATOR BRK. BRICK OHGD OVERHEAD GARAGE DOOR FT. PIERCE FL 34951 w 0 C.J. CONTROL JOINT OPNG OPENING 'J coq CENTER LINE OPT OPTIONAL O CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD r 1 U) Z F COL. COLUMN OZ OUNCE O CONC. CONCRETE 1/R ONE RODLOT 017 O Lu z COND. CONDITION 1/S ONE SHELF ~ < CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST w CLG. CEILING PDS PULL-DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR z � > 1< CR CHAIR RAIL PNL PANEL O PLYWD PLYWOOD 0 D DRYER PREFAB PREFABRICATED O d PENNY PR PAIR z DBL. DOUBLE PROJ PROJECTED u < DIA. DIAMETER PSI POUNDS PER SQUARE INCH PSF POUNDS PRE SQUARE FOOT Lu DIR. DIRECTION O J) DN DOWN P.T. PRESSURE TREATED iLu DR DOOR DW DISH WASHER QUAD QUADRUPLE ~I z 0 DWG DRAWING z DTL DDO DOWNSPOUT POUT REF REFRIGERATOR "TRMIT TREATMENTw REINF REINFORCED REQUIRED 0 EA. EACH RNG RANGE06 E.J. EXPANSION JOINT R.O. ROUGH OPENING TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION W J) ELEC. ELECTRICAL R RISER 2L TERMITICIDE/INSECTICIDE. UPON COMPLETION OF THE ELEV ELEVATION RND ROUND APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, EQ. EQUAL R&S ROD AND SHELF A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE '-'-' EQUIP. EQUIPMENT BUILDING DEPARTMENT BY THE LICENSED PEST Lu EXP EXPANSION SC SOLID CORE Z CONTROL COMPANY THAT CONTAINS THE FOLLOWING ~ EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE 0 zz SHT SHEET FD FLOOR DRAIN SHWR SHOWER TREATMENT FOR THE PREVENTION OF SUBTERRANEAN (L FIN. FINISHED FLOOR TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES 0 SIM SIMILAR U o= FND. FOUNDATION SH SINGLE HUNG AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT ch W >_ FLR. FLOOR S.S. STAINLESS STEEL OF AGRICULTURE AND CONSUMER SERVICES." FP FIREPLACE STL STEEL Lu FR FIRE RATED STRUCT STRUCTURAL O FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING w _ SO SQUARE RELEASE HISTORY c, GA. GAUGE T TREAD AREA GAL ICS. Z � o GALV. GALVANIZED 01/22/2021 iQ RELOCATE SMOKE/CARBON DETECTOR 10'AWAY FROM RANGE/OVEN O 4 z TB TOWEL BAR � G Q GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE ELEVATION "A" I—GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF 1 ST FLR/TOTAL A/C 1 ,616 SF Z GL GLUE LAM Q Q TR TOWEL ROD GLS GLASS TRPL TRIPLE TOTAL VOLUME 14,005 CU. FT. TYP TYPICAL �Q�.ocGio•ko o H HIGH Gj:•Q� p�..y HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL ENTRY 35 SF :° AR94880 HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER GARAGE 380 SF , � HB HOSE BIBB W WASHER REDHORIZ. HORIZONTAL / ARv LL LANAI 87 SF INSUL. INSULATION WC WATER CLOSET WD WOOD TOTAL UR 2,118 SF CAM U) INT. INTERIOR WWM WELD WIRE MESH WATERSTONE CE Lu LAV. LAVATORY WDW WINDOW X LT LAUNDRY TUB w PLAN#6075 RELEASED: 12I21120 w SHEET O z Q GS "I z Q z O Y GENERAL CONSTRUCTION NOTES DWELLING-GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: o 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 I I I z w 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 z o 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 Q HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 SAFETY TERMINALS THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, , . TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1 Y 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 Q 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. J Q R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: LU I m g OPENNGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT 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 c 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 O = 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 Y o HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED C) Lo 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 oo SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP-SIZE OR IN COMPLIANCE WITH RAS 111. C`3 0) oC 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 C) (D ccTHE G EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. W DWELLING-GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. U O a a THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL � w 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. H m < 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT R903.2.3 MEMBRANE FLASHINGS = z U) ~ ~ THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE z a a 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 U w g z PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 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 im Q U o LD ( ) PUBLISHED LITERATURE. � rn 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 Q LiU) 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 (�1 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 �ij 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 EXHAUST SYSTEMS: o 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 C) 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 Il NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS 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 (� � 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. o 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 ;�-ftl O Q r-� 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. �� Q o z 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 Q z 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 Ov 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. w 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. g EGRESS: R312.1.2 HEIGHT M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS Z R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION 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 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH 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 O SECTIONS R302.10.1 THROUGH R302.10.5. 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 a: 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 FIREBLOCKING: CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. w 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) z 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 z 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. O WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A GENERAL NOTES: cr 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 O REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED ATTENTION GENERAL CONTRACTOR/BUILDER: U- 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. z PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO Q 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR i i i z TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR w o 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 w 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. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE 0 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 O O 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE 0 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 MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANYMODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE 7 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. °C z 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 Lu m 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: O E136 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 U I—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 Oz 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 O w 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 m 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 U) 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 00 w O 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. z MATERIALS. CARPORTS. STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT FOUNDATION INSPECTION NOTES: �~ m i_i 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 w 0 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 z 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. Q 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: O w 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 w 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) I 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 Z z 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 w < THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FLOOD ZONE REQUIREMENTS: A p FIBER-REINFORCED GYPSUM PANELS (ASTM C1278) PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. i� 06 R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER-CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) W z IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) MECHANICAL AND HVAC: J 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 w 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. w ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND z BE PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 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 O z_ 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 U) 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. U _O 2.FLOOR 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 U) °C 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. w 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 0 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 or_ 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 w 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 Z w O 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. O Q 0 HAZARDOUS LOCATIONS: z MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE Q R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: >mi 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 Z a a 0 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 F*. A o �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 k0 :� OEXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST �'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. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS( ) SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. DECORATIVE GLAZINGEXCEPTION: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 4880 � - R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN `414, 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 °C 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 kn�R"ED :�k � CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR OMw SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR WATERSTONE w 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT w PROTECTION AT THE HEAD AND SIDES. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, x 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PLAN#6075 w 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. RELEASED: 12121I20 w 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. I 2E 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHEET O EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. z 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. z 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. G S z 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. O 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. Y 6. AT WALL AND ROOF INTERSECTIONS. r- 0 LEGEND SYMBOLS Z Z o n BUILDING/WALL SECTION MARKER Q SHT Q Q p J < A 5.1 O INTERIOR ELEVATION MARKER m * EMERGENCY ESCAPE&RESCUE Cc 10'-01, 25'-0" Y _ Lo Lo 8'-811 6'-1 11 12'-0" 6'-11 1, dP ELEVATION STEP O w *35 SH BRK X FLOORING BREAK H � c Z FLAT SOFFIT Ca) 7'-4" 35 SH 54"X63" EGRESS m w WALL TYPES — 2x WOOD/STEEL FRAMED U � za a Ln PARTITION Ir Q U (7 LANAI DINING OWNERS INTERIOR PARTITION w/ Q 0 J m Y��� m �II INSULATION 0_ LLLI CONCRETE Lu Lu AREA SUITE 87-8=. 8' 8"CLG. CMU WALL r rr 1 11 bo o, 11 -2 12-6 (D CMU WALL w/FURRING& r� INSULATION N �i o - NOTE: INTERIOR WALLS ARE DRAWN ^+ �I co (10 0') TO ROUGH DIMENSIONS ' rr r� - M MOISTURE RESISTANT 51-9 4r-3 -1 8r, r SECTION @ TYPICAL U o DRYWALL CLG. 35 SH " Q N KITCHEN ISLAND CZ DROPPED --� SOLD SURFACE COUNT SOFFIT @a 8'-0° 01INSTALLERTOPROVIDEERTOP. � rO r 1n Q Y Ica 6.72 APPROPRIATE COUNTERTOP � z SUPPORT IF REQUIRED O w C'7 m m Z 1 rr ' " 52 BRIK --- BR K O TOP PLATE 15 -3 7-6 I 1 R&S - w 2x6 STUD WALL� OS � N r-2"MAX. SEE PLANS FOR > WALL LAYOUT \ �� - I I I _ �I( ) _j (D WIC I 1/2"GYP. r _ JI (D I(V\ I 8'-8"CLG. BD. tBASE CABINET AS r IN < Z — �� c+M Y PER SHOP DWG.j CV �I `J ( )� I> O�7 m �cP I WD.BASE S �I 1 Q 6cp 1 O MOLDING FINISH FLOOR ~ 1 J BATH 1 J FINISH T GREAT ° KITCHEN 1 I -- 1= col I I 8' 8°CLG. FLOOR SUBFLOOR Cc W x 8 c) ROOM I '-8"CLG. I I � N 8' 8"CLG. 0 1 1 1 36"x6o" Tco TYPICAL DOOR o 3'-72rr 3r 611 L a; 1 a 6" N s i T PLACEMENT DIAGRAMS o 14'-1" 't 9-12r1 o - 4'-8" LL Y 1 1 --- R&S --- ol E.Q. E.Q. z z vu BRK C° i I EXT. Ir I 2X6 z 36" REF r_____� i WALL cn i �w ---- rICV R&s 8r-41" 21 101" 41.4111 ; 7' 101n 1 1 11 W I.�.1 M _ -- -- - - --21 10-2 /� r CL P co -I I BEDROOM 2 w N — �� T 8'-8"CLG. _ co _ Q m LAUNDRY � x o � 3'-11" (4) 12" SH N 8'-8"CLG. N � -1 O m c'86 Y REF. 1 Orr WASHER BOX co O O %% w ��� m WATER N W r N DOORS LENGTH OF WALD WITHIN A L ARE TO BE V O ~O _ M `ti LINE EXT. co c= DRYER VENT T � `_x° BEDROOM 4 FOYER `b�O� N -1 -1 CENTERED UNLESS 0 w N co 8'-8"CLG. XFER ti o It DIMENSIONED OR NOTED OTHERWISE. GRILL 8'-8"CLG. D � I CID BR LL O 10'-13 5r_5111 7r 4rr - 41_311' s� 5'-102r' — - - - - — - Q lo REFRIGERANT/ Y �� r� HOV Y �� CL Ir rl p 1 CONDENSATE LINE = Ir 1 11 68 r HALL � ti� 3 2 0 (A .6 Lo THROUGH WALL r� m 2- 2 m XFER y.1�..��,, 8'-8" CLG. -cV- --- ---- "�'!� a z ADD 16"OSB TO MECH. M GRILL CL R&S CL. CEILING FOR FIRE J DRAFT STOP AHU ON 2868 SC W/ O O 0 W — — — — — — — — — STAND SELF CLOSER Awmwmwmmwmmwwmwmwmv ND 1 WH w METAL THRESHOLD N DOORS LOCATED ADJACENT TO WALL TUB P R r METAL RAG WEATHER STRIPPING INTERSECTIONS ARE TO BE PLACED 3" I vi COMMU ITY LOCATION 2r_Orr O SPEC co 5'-4" 5'_5211 1/2"WALL 17'-6" - MEASURED FROM INTERSECTION TO iZ z DOOR JAMB UNLESS DIMENSIONED ORBOARD Y.1 5-4211 BRK1 BRK GARAGE OSIDE - --- --- T NOTED OTHERWISE. Kx A 22" X 54" r *__ ;W�m PROVIDE I , W06 m� INSULATION ATTIC ACCESS IO — $r_92AS REQ'DL-----------� zLu KX KX r HALL FOYERKx IN LINE OF 2" - cM o BAT �'86 IN 8'-8"CLG. N CONC. CURB O Z z O z 1 rM > 8 m XFERco 8' 8°CLG. 2 CAR GARAGE N a co = GRILL 8'-8"CLG. U m cR&S cr LU N CL `L� o� �� i i o c'6 i METAL THRESHOLD i w WEATHER STRIPPING 1 c 7'-111 31_711 I 1 i Z O 00 1 I O a 0 N TRY i i LOCATION VARIES G r "CLG. I I I PER MAIN WATER y a s =IN co i i i = ,,, SERVICE m Z � 7- SOFFIT S FFIT 1 1 CONNECTION m 0 AT 7' 4" 16070 GARAGE DOOR GGI••"•"•• Q m T =�OO k��•I� O BEDROOM 3 8'-8"CLG. MOISTURE RESISTANT ��•' DRYWALL CLG. Q� Q — * — � • 0 1 Or-811 •: AR94880 :! Lo 6tjz, Anjutk� *25 SH coo cn 5-11" 37"x63" EGRESS 6'-1" 2'-3" 2'-1" '-4" 16'-0" '-4" WATERSTONE � 12'-011 4'-4" 18'-8" 4101 PLAN#6075 w 00 RELEASED: 12/21/20 w 35'-0" 10, 12 SHEET O z FIRST FLOOR PLAN Q A I ., I z z SCALE: 1/4"=1'-0" o Y PAINT AND FINISH SCHEDULE I KEY z w z o PAINT COLOR SCHEME SURFACE TEXTURE/FINISH KEY ¢ Y ¢ Q � MEDIUM TEXTURE/ ¢ BODY COLOR SKIP TROWEL FINISH co m Ir u- TRIM COLOR SAND FINISH o co NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN 0 p AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL U OF THE WINDOW& DOORS. PAINT THE BAND, JAMB, HEAD & W U ¢ ¢ w SILL THE TRIM COLOR. co = z z Q Q Q U C7 STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL 12 12 BE INSTALLED PER THE CURRENT ASTM C926 & C1063 5 5 ROOF SHINGLES PER REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE C) �"y C) COMMUNITY STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED '� acoo SPECS. OVER METAL OR WIRE LATH AND SHALL NOT BE �S LESS THAN 2 COATS WHEN APPLIED OVER MASONRY Qr Q cV CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO I= DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR Q AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS �� Q o PER ASTM C1063 (CURRENT EDITION) < z T.O. MASONRY — — — WEEP SCREED SHALL BE INSTALLED AT ALL O � � w STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY 0 1 -� AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Q z Lu _ 00 a q 00 z O *35 SH 35 SH 35 SH i RAISED Ul z FIN. FLOOR — = STUCCO I Cfl +1 I BAND O 0 cr o I I z — — z ¢ z REAR ELEVATION w U SCALE: 1/4"=1'-O w 0 DOOR ENTRY TRIM DETAIL w 1 W w m SCALE: 3/4"=1 '-0" o u 0 O z i w �I i_i oC m w ¢ O zcid0 L o'l 1 C/) z J O � w U ROOF PEAK HEIGHT 0 w z 5.12 ROOF SHINGLES PER 12 0 12 5 COMMUNITY SPECS. z 5 w LL cr ROOF MEAN HEIGHT _ — 4"WIDE STUCCO BAND(+1) ii i 06 Y.1 cn z 6"ALUMINUM WRAPPED FASCIA W/VINYL 5:12 VENTED SOFFIT,TYP. 6"WIDE 6"ALUMINUM WRAPPED Lu Lu STUCCO BAND FASCIA W/VINYL w T.O. MASONRY (+1) VENTED SOFFIT,TYP. Z "' 1'-0" o z T.O. WINDOW a U) to 11-011 c\l En T _ OWIDE � El El El 1 � El � _ Lu 0 00 STUCCO BAND w 0 El El El El El O = "25-SH El El E 17 71 � � r U �Z w O FIN. FLOOR N O Q 0 — — to n ¢ 3068 16070 GARAGE DOOR 1) =U 71 1 l�� LLJ z j a c7 SOLID PANEL DR. } F. AR9,4880 o .� O ;-,FRONT ELEVATION '414, -- �- �RED AR`� °C SCALE: 1/4"=1'-0" COM ui U) WATERSTONEui PLAN#6075 w RELEASED: 12/21/20 w 2 SHEET O z A2. 1 z ¢ z O Y PAINT AND FINISH SCHEDULE I KEY w z PAINT COLOR SCHEME SURFACE TEXTURE/FINISH KEY ¢ Y Q MEDIUM TEXTURE/ :' J BODY COLOR SKIP TROWEL FINISH LU D= u- TRIM COLOR SAND FINISH O Y o Lo � NOTE:WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN _O w AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD &SILL 0 OF THE WINDOW& DOORS. PAINT THE BAND, JAMB, HEAD& U (3 Q z SILL THE TRIM COLOR. m * cr = zU)i - U w a a Cc a 2 o CD ROOF SHINGLES PER STUCCO INSTALLATION a o J m U) COMMUNITY SPECS. STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926&C1063 12 REQUIREMENTS& PROVISIONS OF THE FLORIDA BUILDING CODE N S 12 5 STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED 5 FF� II OVER METAL OR WIRE LATH AND SHALL NOT BE cz LESS THAN 2 COATS WHEN APPLIED OVER MASONRY r� Q "+� N CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO I DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR O ZZ 12 AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS 5 PER ASTM C1063 (CURRENT EDITION) a o z WEEP SCREED SHALL BE INSTALLED AT ALL O w cn STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY z AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ov Lu 11-0" 1'-0" lo 0 _ a � 2'-0" w z z *25 SH O FIN. FLR. � - -- = - - - O w j� z Vl ¢ z_ Lu w 0 RIGHT ELEVATION o O 0 0 SCALE: 1/4"=1'-0" � w u 0 0 w z z i w 00 ¢ 0 w z o w 06 0 A z z 0 w i w �1 = ROOF SHINGLES PER c/i COMMUNITY z z SPECS. w a A 12 06 12 5 w z z 5 � 5:12 0 w w 12 Z ~ O z �5 a U cD T.O. MASONRY °C W 1 f 0lllo w 1' 0° w 00 NT � a 2�_p °° cn o 0 G o to ¢ *25:SH w Ll Z a a 0 FIN. FLOOR PEE GGio k�'Qi 0 67 .* o 0 6068 SGD • ;Q _ * _ • AR9488r�0 :f BRED P, } LEFT ELEVATION coM WATERSTONE Ir SCALE: 1/4"=1'-0" w PLAN#6075 RELEASED: 12/21/20 w SHEET O _ z A2.2 z ¢ z O Y 0 � W Z Z ¢p Y ¢ o W g T ATTIC VENTILATION - AT FIRST FLOOR m m u- — — — — — — — — - SQ. FT. ATTIC NET FREE AREA NET FREE AREA O 2 AREA UPPER ROOF VENTING SOFFIT VENTING O Cl Lo — 00 2117 414 SQ. IN. 602 SQ. IN. cr o Z TOTAL VENTING REQUIRED m w Q 1016 SQ. IN = z U) � zg z VENTS REQUIRED Cc Q U o (D 48"TAMCO OFF-RIDGE VENT(138 SI NET FREE)- .3 VENTS Q p rn U) I I ol NOTE: LOCATE RIDGE VENTS 2'-0"OFF ALL HIPS RIDGES OR VALLEYS, MIN.,TYP. — — — — — — — — — — — J R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. �''�+ C) EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA , ~ SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT p LESS THAN 40 PERCENT AND NOT MORE THAN 50 Q cV co PERCENT OF THE REQUIRED VENTILATING AREA IS � PROVIDED BY VENTILATORS LOCATED IN THE UPPER Z r-� 0 PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 Q o FEET(914 MM) BELOW THE RIDGE OR HIGHEST POINT OF Q z THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE O z OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR O CORNICE VENTS. WHERE THE LOCATION OF WALL OR Q z ROOF FRAMING MEMBERS CONFLICTS WITH THE H w INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET(914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. Z) O UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ~ ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 w FOR TILE ROOFING REFERENCE TO SECTION R905.3 z 2i O I I � O OFF RIDGE z VENT, TYP. z z I I o aD 0 o 0 0Ir w , J w o u a F Oz I I � 0o O O o O od z O w w I I a: I C6 I I Zi z 5:12 �„�..1 < I o I Q o 06 I I w w z I � � o z cn I I I E Iw ui I I I I rD w = zw o o '' - - - - — — — — — — — — — — — — — — — — — - - � o z 5:12 o az aa (D 1'-011 F;SA o ko •�O O O 4880 • f ARC w COM 0 WATERSTONEui PLAN#6075 ROOF PLAN w RELEASED: 12121I20 w 2 SCALE: 1/4"=1'-0" SHEET O _ z A3. 1 z ¢ z O Y 0 __3 6i Z Z p Y ¢ Q � J ¢ W g m Ir LL. O = 2 Y o ~ A5.1 LD 0 0 moo') ROOF SHINGLES PER COMMUNITY C) (D Q z SPECS. (TYP.) W m � L HIr = Z W _ � l z ¢ ¢ Ir Q U C7 Q rn J) 12 12 5 �4 PRE-ENGINEERED ROOF TRUSSES 5 (�1 SEE FRAMING SHEET FOR DETL'S o R-30 INSULATION • ,� 00 T.O.01 M. -- ----- I ^I Qr Q h N Agk T.O.WDW BEDROOM 2 HALL DINING BEDROOM 4 c x R-4.1 R-4.1 E ND) INSULATION Q INSULATION i �� �� O w 00 �� �` O U Lu FIN. FLR. % % D =111=IIIIII=IIIIII=III=III=III=III=III=III=III=III=III=III=111=III=III=11 I 111=III=11 I 111III=IIIIII=IIIIII=III=III=11 I 111=III=III=III=III=IIIIII=11 I `: . - -1 =1 -1 -1 -1 -1 1-1 1-1 -1 1=III=i i= _ _ =i III=1 -1 -1 1-1 1-1 1=1 1=1 1=1 1-1 1-1 1-1 I- 1=I i= 1= -I = =1 I- - -1 1= I- = ~III - III- II11I � ' III-II11'' "' - III-' III— III—I' CONCRETE FOOTING —I 1=III=III=11I II' SEE STRUCTURAL PLANS IIIi III—III=III=III= z _III l =1 -1 ;III=1 I= z ' 2 ¢ V O r� 2E VJ O w z z < O Z BUILDING SECTION w 1 � U SCALE: 1/4"=1'-0" O O w w w = w co r � � O V ~ O O z i w �1 � z ¢ J) O Q ¢ A5.1 Q 06 ROOF SHINGLES PER COMMUNITY °� SPECS. (TYP.) ICI z L ¢ 12 12 r 5 5 O w c _ i I � Z 0 z w 12 A 0 o RE- GI ER D ROOF TRUSS S SEE RAMING EE FOR ET S 5 w � I SUL TIO PER ENERGY LC TYP. z z T.O.M. IAKXX J T.O.WDW NSU cw I i� -- -- -- ----- �� NSULATION w TRANSFER GRILL Z R-11 O z_ OWNERS INSULATIONCID p~ b SUITE OS BATH BEDROOM 2 2 CAR GARAGE c � o I w O --FIN. FLR. w----------- _ -_ _ .e I I1_==-I1II_-1 -II II1-_=1 =I1 III__-1 =III-_1II=-III--1InC=IIOI1I i Ni=IICI1i Ri I=IEIIT1I i i=III1i i I=III1I i i=III1i i I=III-1I I i=III_1 III1 =III1 III1 =III1 =III1 =III1 =III1III=III1III=I-II1i ==III11=-III1III=III-11 1=III-1III=_I I_1III=_III-1I II II=_I I_III=-III-III III_1 I=1 1==I I I_1III=I I I_1I i==I I I-I I III-IIIIII-i n III-���III , III III-�III-a IIII-i I I II_I-I =III-1 1=I I I_III_I I I_I II-I I I-III-III-III-II I III-III-III-I II_III-I I I_I II-I I I-III-III-III-III-III-III-_III-_III _III--__III__IiIII--_III_III-1 I1 UII Z OI - - �, - = - - - - - - O E FOOTING z-III- 1=II-III= SEE STRUCTURAL PLANS 1�11=11 11=11 } ~o< 11=1 11 a a � -ITI=III—II1=I'' w Z 1 A5.1 �Q ,•o c ko .�O O co :S :O AR94880 �•�� 2 BUILDING SECTION Imo. -- SCALE: 1/4"=1'-0" `RED P, COM Lu WATERSTONE w PLAN#6075 w RELEASED: 12121I20 w 2 SHEET O _ z Av. 1 z ¢ z O Y 0 � W Z Z ¢p Y ¢ Q � J ¢ W g m D= u' 0 _ o ~ O c 00 o rn 0 (D z Ljjui = zU z ¢ ¢ Q U o C7 Q _3 rn U) F- r (� n C) o � p N ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER SYNTHETIC POLYMER-BASED SYNTHETIC POLYMER-BASED SYNTHETIC POLYMER-BASED 12 ROOFING UNDERLAYMENT 12 ROOFING UNDERLAYMENT 12 ROOFING UNDERLAYMENT Q o SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF SEE ROOF PRE-ENGINEERED ROOF Q w PLAN TRUSSES AT TYP. 24"O.C. PLAN TRUSSES AT TYP. 24"O.C. PLAN TRUSSES AT TYP. 24"O.C. O _ z BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER Ov TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. iz HURRICANE STRAP EACH END HURRICANE STRAP EACH END HURRICANE STRAP EACH END hon no n OF TRUSS- REFER TO OF TRUSS- REFER TO OF TRUSS- REFER TO °C STRUCTURAL. STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OC TOP OF C.M.U. OL TOP OF C.M.U. Z) (REFER TO ELEV.) (REFER TO ELEV.) O (REFER TO ELEV.) 7- INSULATION PER ~ COMMUNITY SPEC. SEE 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE MOISTURE RESISTANT SEE � SEE ENERGY CALCS. _ _ _ ELEV. ELEV. BD.w/ALUM DRIP EDGE. DRYWALL CEILING ELEV. BD.w/ALUM DRIP EDGE. z 1/2"(MIN.) ---- SOFFIT PER SPECS SOFFIT PER SPECS z¢ 1/2' (MIN.) CLG. BD. g 2x6 ALUM WRAPPED FASCIA CLG. BD. SEE STRUCTURAL V) ix PT DRAPE BLKG BD.w/ALUM DRIP EDGE. (8"TYPE'X'GYP. BD. SEE STRUCTURAL PLANS O ABOVE WINDOWS 1/2" SOFFIT PER SPECS TO BE PROVIDED PLAN z cr G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) O WINDOW PER PLAN PLAN 8"CMU BLOCK Q W/CEMENTITIOUS z FINISH (BEYOND) o GYP.BD. 0 WINDOW SILL PRECAST WIN. SILL 8"CMU BLOCK Q p 1/2"GYP. BD. OVER RADIANT W/CEMENTITIOUS FINISH O BARRIER INSULATION (R-4.1) w ATTACHED TO 1x2 PT. ERIMETER MASONRY SEAT w co FURRING @ 24"O.C. 1 2' BELOW TOP OF SLAB EXPANSION JOINT O SLOPE GRADE AWAY GARAGE SLAB, DRIVEWAY PER COMMUNITY BASE BOARD SLOPE GRADE AWAY 4 SPECS FROM HOUSE O 0 FROM HOUSE SEE STRUCTURAL OL 0'-0" PLANS p, p„ p_p FIN. FL. SLOPE SLOPE FIN. FL. SLR. FIN. FL. U) O FOUNDATION FOUNDATION FOUNDATION o c, PER STRUCTURAL DRAWINGS Q � PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. 1 -STORY WALL WINDOW WALL SECTION GARAGE DOOR TYP. CMU COLUMN LANAI/PORCH w SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-O" SCALE: 1/2"= 1'-O" i w �1 = z Z 0 z w _ 0 ATTIC OR zs SECOND FLOOR ATTIC OR SECOND w cn LIVING SPACE FLOOR LIVING SPACE z REFER TO PLANS REFER TO PLANS T.O.M NOTE: THESE DETAILS DEPICT w GYPSUM ARCHITECTURAL SPECIFICATIONS AND �' PROVIDE 2X4 GYPSUM BOARD w FRAMED BOARD z z FINISHES ONLY. REFER TO STRUCTURAL Z z ENCLOSURE FOR ,, DRAWINGS FOR STRUCTURAL INFORMATION ELECTRICAL 3 1/2 2'GYPSUM (L w PANEL, FINISH W/ GARAGE CL BOARD CL U GYPSUM L------I °C BOARD -� NICHE FOR w I w ELECTRIC METER ELECTRICAL :IF w 0 LOCATION -SEE PANEL& cr_ PLANS. VERIFY WIRING INSTALLATION IN N N w FIELD ELECTRICAL M :IF `� ~ PANEL ELECTRICAL Z w O STUCCO PANEL r G z FINISH I N N I W O a C7 EXTERIOR ::] AC Z EXTERIOR oo ao CMU BLOCK ----- } CMU BLOCK ••••• O � O WALL WALL �,�PGGlo ko v NOTE: ELECTRICAL PANEL IS TO BE N CONCRETE 1 '6 N • — * �' • INSTALLED ACCORDING CONCRETE '. AR94880 TO ALL APPLICABLE CURB REFER CURB REFER �}�, TO PLANS TO PLANS —]L—JFLOCAL, STATE AND ` +X+ �� �� w NATIONAL CODES. ��� A >_ VERIFY PANEL CONCRETE U) DIMENSIONS PRIOR TO a SLAB ON coMN w CONSTRUCTION. GRADE �_jj WATERSTONE _ _ _ - GRADE AT = = = = = _ = _ = = o� GARAGE - - - w FLOOR PLAN#6075 w RELEASED: 12/21/20 w ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SHEET z SCALE: 1/2"= 1'-O" A5 2 z ¢ z O Y C) � W Z Z ¢p Y ¢ Q � J ¢ W g m Ir � 0 _ C) ~ O c 00 o rn U U Q Z Ljjui = zU z ¢ ¢ Q U o C7 Q _3 rn U) F- r (� n C) co Q 4 INSTALL WINDOW 2) SET P.T. WOOD BUCK ¢ z OR DOOR. FASTEN PER OVER CMU EXTERIOR CMU WALL O cn PRODUCT APPROVALS WATERPROOFING IN ° 1) PROTECTO WRAP LWM200 OR Q z AND SEAL WINDOW OR URETHANE SEALANT. ui DOOR FRAME TO P.T. FASTEN PER PRODUCT SIMILAR ON WINDOW SILL, JAMBS WOOD BUCK AND APPROVALS. AND HEAD. APPLY AROUND MASONRY 3) APPLY LIQUID CORNER AND EXTEND 6" ALL o WATERPROOFING AROUND THE EDGES OF THE WALL 0 MEMBRANE OVER THE TOP SEAL EDGE OF P.T. WOOD AND EXTERIOR FACE OF z BUCK TO MASONRY BUCK AND SILL Q 2 PRECAST SILL Ir O CMU OPENING WATERPROOFING ° z SCALE: N.T.S. ¢ z 0 w U O 0 O o� O � Ir Lu O w co s O u 0� < o ° a �, z w w cn ¢ $" THICK, 3 COAT WOOD SHEATHING CEMENT PLASTER STEP 1 STEP 2 w z 60 MIN. GRADE D PAPER BACKED LATH 60 MIN. GRADE D PAPER BACKED LATH A A od 0 OVER BARRICADE PLUS WRB OR BARRICADE PLUS WRB OR APPROVED EQUAL z APPROVED EQUAL) FOLD ¢ WRAP LAYERS OF BUILDING FOLD �a 45° w $" THICK, 3 COAT CEMENT PLASTER WRAP OVER NAILING FLANGE, STOP w z WRB APPROX. 1-1/2" ABOVE SHINGLES - I METAL LATH _ ROOF/WALL SCREED © Z z } bo 5X5 WALL FLASHING w < LAP WRB & TAPE OVER ROOF/WALL a ¢ z J J N KICK-OUT FLASHING (SEE DTL. BELOW) SCREED w r FOLD INWARD @ PT. A FOLD INWARD @ PT. A 06 p CREASE @ PT. B z Lo 5X5 "L" TYPE CONTINUOUS GALV. FELT UNDERLAYMENT T z_ METAL FLASHING (NAIL TO ROOF DECK, w Z NOT WALL SHEATHING) ���� STEP 3 STEP 4 z 7- ICE AND WATER SHIELD 3 o z N 15" VERTICAL AND 15" DOWN ROOF ��� �2 z_ M/N acn CAP SHINGLE - DO NOT NAIL, INSTALL v En WITH ROOF CEMENT `o SHINGLE ROOFING ROOF CEMENT WATERTIGHT SEAL. w FASCIA WRAP 3��� FOLD. DO NOT CUT. 0 SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND © © FOLD 77° © © BOTTOM FLANGE Mj BELOW SHEATHING, MECH. FASTEN cn ~ 4" O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A o a z CREASE @ PT. B CREASE @ PT. B &) iO ¢ CREASE @ PT. C CREASE @ PT. C w 6 a a = FOLD PT. C OVER PT. B TILL " " PT. C TOUCHES BOTTOM FLANGE �� •••'• • ��Q ,�P•.oG�io ko•.�� C)L FLASHING KICKOUT DETAIL SCALE: N.T.S. SCALE: N.T.S. AR Sao �..f BRED PAR` °z COM ui WATERSTONE PLAN#6075 w RELEASED: 12/21/20 w 2 SHEET ° z WP, I z O Y r- ELECTRICAL KEY __3 6i E D E N WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE z Z 0 Q LOAD CALCULATIONS 1 2 I DUPLEX CONVENIENCE OUTLET #10 2P 30A AIR COMPRESSOR RANGE 50A 2P #6 Q a PANEL"A" 3 4 � WEATHERPROOF DUPLEX OUTLET m F GROUND FAULT INTERRUPTER DUPLEX OUTLET co LL 5 6 i 220 VOLT OUTLET #6 2P 60A AIR HANDLER WATER HEATER 25A 2P #10 LANAI DINING OWNER'S WALL SWITCH 00 d - � o DESCRIPTION LOAD KVA 7 8 vP I AREA NT 5 SUITES THREE-WAY SWITCH U (D ¢ z FOUR-WAY SWITCH pip *# 3 GENERAL LTG. 3Wx1616 S.F. 4848 #12 1P 20A DISHWASHER (AF/GFI) 9 10 wn= Z c < D DRYER 30A 2P #10 KEYLESS LIGHT FIXTURE za z SMALL APPLIANCE 1500 #12 1 P 20A DISPOSAL (AF/GFI) 11 12 ADD CEILING MOUNTED LED LIGHT FIXTURE Q < J rn � BLOCKING� ADD WALL MOUNTED INCANDESCENT LIGHT FIXTURE SMALL APPLIANCE 1500 #12 1 P 20A WASHER (AF/GFI) 13 14 MICROWAVE (AF) 20A 1 P #12 co AS REQUIRED BLOCKING AS REQUIRED :OAP VAPOR PROOF LIGHT FIXTURE CA)REFRIGERATOR 1200 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 CMS LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE o SD 00 DISHWASHER 2400 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 4 EXHAUST FAN , ~ 3-BULB FIXTURE EXHAUST FAN/LIGHT COMBINATION Q, Q N DISPOSAL 850 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 r'K 00 cH CHIMES (OPTIONAL) �1J MICROWAVE 1200 #12 1P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1P #14 "___ CHG I o QS p PUSHBUTTON SWITCH (OPTIONAL) Pt Q � z GENERAL LTG. AF ADD w w I I FWIC eM COMBINATION SMOKE/CO2 DETECTOR � RANGE 8000 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 ( ) 15A 1 P #14 BLOCKING c7 AS REQUIRED < 2 o OS so SMOKE DETECTOR O 0 WATER HEATER 4500 #12 1 P 20A GARAGE GFCI 26 GENERAL LTG. AF 15A 1 P #14 z ( ) 25 ( ) GFI i CHG I __ BATH F4 TELEPHONE (OPTIONAL) GREAT � � DRYER 5000 #12 1 P 20A SPRINKLER SOLENOID 27 28 SPACE ROOM Q TELEVISION (OPTIONAL) +GF ELECTRIC METER CHG O WASHER 1500 #12 1P 20A EXTERIOR (GFI) 29 30 SPACE 11 ELECTRIC PANEL = "KITCHEN I DISCONNECT SWITCH LAUNDRY 1500 SPACE 31 32 SPACE q a VP O JUNCTION BOX z EXTERIOR GFI 1500 SPACE 33 34 SPACE CAT 5 i i - �� STANDARD ELECTRICAL LINE ❑ 36" REF r----�,�CH4 SWITCH FOR O IRRIGATION 800 SPACE 35 36 SPACE w w T ___ __J DISPOSAL GDO 900 SPACE 37 38 SPACE CL r BEDROOM 2 P w NOTES: LAUNDRY zO TOTAL KVA 37198 SPACE 39 40 SPACE 1. PROVIDE AND INSTALL GROUND FAULT lllll� z SD a ADD CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT o 11oV BLOCKING INTERRUPTERS (AFCI) PER 2020 NEC 210.12 W 220 AS O a o BEDROOM 4 GFI STRUCTURED WIR REQUIRED 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & 0 AHU#1 HEAT 10000 KWx.65 6500 PANEL SCHEDULE PANEL (SWP) VERI Y ELOORTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH O O w D LOCATION IN FIE SCALE: N.T.S. SWITCHES...........42" m OUTLETS.............14" 0 ADD BLOCKING CM 3 ABOVE COUNTER OUTLETS......46" [ FIRST 10KW 10000 AS REQUIRED HQ�/ �p TELEPHONE.........14" v z HALL TELEVISION..........14" Q r�� w BALANCE @ 40% 10879 CL WH 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN U) < DISCONNECT M WP/GF EXT. d ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH w z AC LOAD 6500 A/C FOYE T WH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL u cr Q DISCONNECT CH n N LOCALLY CERTIFIED SMOKE DETECTORS. TOTAL LOAD 27379 0 W 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING z IRRIGATION TIMER ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, J GFI 48"AFF LOCATION VARIES PER AND GARAGES, SHALL REQUIRE AFCI PROTECTION. w r ATTIC LIGHT , cn KVA/240V 114 AMPS DISC NECT i i MAIN WATER SERVICE O w no i i ADD CONNECTION 5. IT IS THE RESPONSIBILITY OF THE LICENSED L----J BLOCKING L----------J WP/GFI ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS I cfj L AS REQUIRED IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA z LOAD CALCULATIONS _ RESIDENTIAL CODE 2020, AND ALL APPLICABLE i�i FIXTURE HALL FOYER o LOCAL STANDARDS, CODES, AND ORDINANCES. �1 SCALE: N.T.S. N PREWIRE FOR icl o6 BATH GARAGE DOOR 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC I.Y CM 2 CAR GARAGE OPENER 406.12. Q i w 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. a_ \ w w 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED P.B. FOR 150 A METER CL . CHIMES i i PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) p 0 z COMBO120/240V WP/GFI i i FIELD I" °C Cc cn 1 ph. N3R 22K AIC 150 A MLO PANEL SD i ELECTRICAL i VERIFY 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 0- v > _ 42 CIRCUITS N1 i PANEL ON u w Q 2X4 WALL M METER 10. A MIN OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED W O Q } O 150A/2P vP i � �� i FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS p � � z � ENTRY o w °C > 0- o ; 0 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE ¢ O ADD BLOCKING 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL w w ¢ w AS REQUIRED ------ --- INFORMATION. cn BEDROOM 3 Z N 13. PROVIDE THE REQUIRED CLEARANCES AROUND O 4 N z PANELS AND DISCONNECTS IN COMPLIANCE WITH o NEC 110.26. [ 2" PVC STUB Z T a a Ir DOWN FOR #4 GROUND WIRE 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN ��...,,,... >_ FLORIDA BLDG STEEL A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE �Q::OGG1O k ;QIQ 0 POWER& 3#3/0 AL, 1#6G 1 %2"C GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET �:_ 'S'�';'9 LIGHT SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE :3 2 GROUND ROD 5%"x8'GALV. : AR94880 :! ,D P+R`� J ELECT. RISER DIAGRAM FIRST FLOOR ELECTRICAL PLAN coM W WATERSTONE SCALE: N.T.S. SCALE: 1/4"=1'-0" X PLAN#6075 w RELEASED: 12/21I20 w SHEET O 2 Z Q • � Z Q O IE 0 z Z p Q Y Q a w a m � - - - - - - - - - - - m -1 I 0o Lo LANAI DINING OWNER'S SUITE c o AREA A U a z a = Zn ¢CID F- z ¢ Q _ wg z I Ta; aoJ � � rIN T M 1 - eiOT T A 1 W p rNro o 1 T 101-101, N CZ � N a Q F— < JI` 2„VTR I II wqc(D _ � Qz w I 0 0 � z z Icz� D-]` o � 0 II LqV GREAT KITCH N _ BATH a w LAV ROOM I I ~ Fo _ � o _ I d 2„ o VN o Ir o Lu z wc z 2„ Q 3„ S H R 36" REF — J 51_7211 0 2„ 2" — J 81-1 211 2i CL — J BE ROOM 2 lo o 3„ 3" K S P a LL LAUNDRY 101-101, Q z WM 0 z o 3 2„ 2 wLu BEDROOM 4 o O 0 0 L D _ 1 � 00 Lu HOV m 0 o HALL O w i�i Ir „ 51-911 �L m W v 3 z z WH Q Ir 0 0 0 3" 1 1 Ell 06 ., co z Q TUB 3„ 3„ TO SEWER I 0 � 2„ 3„ 15 DFU O I � � _ III 2„VTR L L — I U) 2„ J ` — 'Z' (J) z 3„ w Q HALL FOYER QIr W C 3„ I 2„ O BATH w cn 2 CAR GARAGE cn z Lu I I a ui LAV I / / I = 2„ `o CL I I o z c� I // I o~i. cn N IE o cz rN ENTRY I // I LOCATION VARIES PER w MAIN WATER SERVICE 0 CONNECTION / Ir — — — — w PLUMBING RISER DIAGRAM = BEDROOM 3 g a 0 SCALE: N.T.S. cn c Q � z Qa cr ..... . off, GGio ko,.�� p AR94880 BRED PAR` cr } COM co SLAB PENETRATION PLAN WATERSTONE x w PLAN#6075 SCALE: 1/411=1 -011 RELEASED: 12121120 L SHEET 0 z Q z PI . I Q z 0 Y