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HomeMy WebLinkAboutAPPROVED WS 19 - Plans [ds] 3.22.2021 - unlocked v BUILDING DATA 0 w THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS z o OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL a w/ APPLICABLE SUPPLEMENTS a OCCUPANCY: R3 Y � BUILDING TYPE: VB C/) SPRINKLED: NO O o TM FLOOD ZONE: 'X' Q o 0 TERMITE PROBABILITY: VERY HEAVY wVT) Q z w * cr anlaH = w Q 00 Compani, es IELLJU) �_ cf) w2 z Q DRAWIeC IeDEX 90 Matawan Road CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES Matawan , NJ 07747 A1 .1 FIRST FLOOR PLAN z o A2.1 FRONT & REAR ELEVATIONS R, a N (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 o E1 .1 FIRST FLOOR ELECTRICAL PLAN ui P1 .1 SLAB PENETRATION PLAN 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 MAXIMUMLELIA ES SD-2 STRUCTURAL DETAILS 2 ALUM. ALUMINUM MC MEDICINE CABINET 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 BM.M. w BEAM N.I.C. NOT IN CONTRACT 5150 ARMINA PLACE U O BLKG BLOCK NG (NTS) NOT TO SCALE O B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED 0 w BRG. BEARING O.C. ON CENTER w w BRK. BRICK OHGD OVERHEAD GARAGE DOORcr OPER OPERATOR � � w FT. PIERCE ,C.J. CONTROL JOINT OPNG OPENING FL 34951 L) coq CENTER LINE OPT OPTIONAL O CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD r � � F COL. COLUMN OZ OUNCE �+ O CONC. CONCRETE 1/R ONE ROD O Lu z COND. CONDITION 1/S ONE SHELF L T 019CONT. CONTINUOUS0 ~ � wCANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL-DOWN STAIR > J CM CROWN MOLDING PKT POCKET DOOR z CR CHAIR RAIL PNL PANEL O o PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR z DBL. DOUBLE PROJ PROJECTED u < DIA. DIAMETER PSI POUNDS PER SQUARE INCHLu DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT U) O DN DOWN P.T. PRESSURE TREATED i 7- DR DOOR pW DISH WASHER QUAD QUADRUPLE z C6 DWG DRAWING z DTL DDOANLPOUT REF REFRIGERATOR TERMITE TREATMEN REINF REINFORCED REQ'D REQUIRED 0 EA. EACH RNG RANGE w 06 E.J. EXPANSION JOINT R.O. ROUGH OPENING TERMITE PROTECTION SHALL BE PROVIDED BY DOMINION U) E.J. 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 if) 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 c7 SIM SIMILAR U FND. FOUNDATION SH SINGLE HUNG AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT 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 _ SQ SQUARE wRELEASE HISTORY AREA CALC*:GA. GAUGE T TREAD 0 GALV. GALVANIZED TOWEL BAR Z lw- o O 4 z G GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE � ¢ GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF ELEVATION "A" wz Q Q GL GLUE LAM TR TOWEL ROD .............R O GLS GLASS TRPL TRIPLE 1 ST FLR/TOTAL A/C 1917 SQ. FT. p 0- TYP TYPICAL Docu Signed by: H HIGH TOTAL VOLUME 16,614 CU. FT. HC HOLLOW CORE �¢� �� � '�Q •'� U.N.O. UNLESS NOTED OTHERWISE �' �^�' •0 �' C04ED354C82141 VERT VERTICAL ENTRY 84 SQ. FT. — HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER GARAGE 380 SQ. FT. aR100004 HB HOSE BIBB W WASHER 4/19/2021 1 2:41:23 PM E �'j'•,. •.•%��� HORIZ. HORIZONTAL W/ WITH we WATER CLOSET TOTAL UR 2381 SQ. FT. INT. U) INSULATION N wp WOOD WATER Lu INT. INTERIOR wwM WELD WIRE MESHCE LAV. LAVATORY WDW WINDOW X LT LAUNDRY TUB w PLAN#6076 RELEASED: 03/19/21 w SHEET O z GS "I z ¢ z O Y GENERAL CONSTRUCTION NOTES DWELLING-GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: a 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 ui 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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT < 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. < R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 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 Y 5' NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 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 (n WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL > R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM)THICK, OR 20-MINUTE FIRE-RATED SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN z a Lo DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. Z o p SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP-SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. Q 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 1--- D_ Fr R302.6 DWELLING-GARAGE FIRE SEPARATION U J ¢ Z THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS W a: 6i 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. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S �_ D_ w Q z THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. = LLJ z ¢ Q PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT U (n w g z 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 R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE-TYPE ROOF C= Q U o L3 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 COVERINGS Q -5 J rn cn TABLE R302.6 DWELLING-GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE-TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING 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 METHODS: 2 r`4 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 NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE 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 INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND 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 STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 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 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); , ~ ri NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED 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 TO A NAILABLE DECK WITH CORROSION-RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF 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 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END 0 c) ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: �, O 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. GUARDS ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. Q o z R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL O z z GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT rn Q OU 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 SHALL BE INSTALLED AS FOLLOWS:APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH � z 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 OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. 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. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING F SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S Ir EGRESS: R312.1.2 HEIGHT SINGLE-PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION-RESISTANT FASTENERS WITH A 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 MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. 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. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR Ir CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED w 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE 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. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER-DRIVEN METAL CAPS SHALL HAVE A < 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 MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 2 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) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL O 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. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS g WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. Ir 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 0 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES(IF APPLICABLE) >_ 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. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. U) Q PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM �I J z R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: o THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S w w 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 INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND U 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. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE 0 z 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 WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. Q O w 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. a- ENCLOSED 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 EXHAUST SYSTEMS Z Ir Lu 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: w 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 M1501.1 OUTDOOR DISCHARGE 00 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 THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN j 0 E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR V 0 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 CRAWL SPACE. O z 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. Lu UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH Ir COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS W 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. Im R302.11.1 FIREBLOCKING MATERIALS 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. z w z_ 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 M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE �..� Z o STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 0 06 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. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 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 THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER O U) 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 Lu MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF Lu = 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 THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 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 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 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 M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E119 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. w FIBER-REINFORCED GYPSUM PANELS (ASTM C1278) 06 R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER-CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: 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) THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR/BUILDER: a_ CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE RUNNERS. ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2). DRAFTSTOPPING WINDOW INSTALLATION cwn 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 AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO w R311.7.5.1 RISERS COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT Z 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. O z VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS.THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION/ REVISIONS. ANY I=- U) ( ) R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL CL 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 . PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 0 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 TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD U AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE-FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. W F 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 p w 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 INSPECTION NOTES: 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 WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST p MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL 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 MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION w 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 THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN = 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 THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. cn O 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 Z 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 O zz HAZARDOUS LOCATIONS: FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE Q A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: � _ BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. � Z a a a aCD 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 m 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 EXTERIOR FINISHES: OF FL 0- NOSING PROJECTION NOT LESS THAN 3/4 INCH 19 MM AND NOT MORE THAN 11/4 INCHES 32 MM SHALL C�••'••••••O O ( ) ( ) COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8"THICK TEXTURED PER COMMUNITY P LIP R/ U EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. g�•'�QN qN••' 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8"THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITI 1\1 IOa (�),ed b EXCEPTION:A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY • R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS J � GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO FLOOD ZONE REQUIREMENTS: c04Eo354c821 1 .. AR100004 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW �••• ,••%�� INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT 4/19/2021 2:41: 3 J CONDITIONS: RISERS. MECHANICAL AND HVAC: W WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER-RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE Lu SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. WATERMCWZ 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT x PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND x DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PLAN#6076 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. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR RELEASED: 03/19/21 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. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHEET O 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. _ EXCEPTIONS: EXCEPTIONS: 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 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 FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. z 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. Q AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 ��� z 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. INCHES 76 mm ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S > 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 ( ) 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTALLATION INSTRUCTIONS. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN Y 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD-FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. 2 A5.1 CONC. STOOP 35'-0" 7'-7" 17'-2" 6'-s"x3'-o" 6,_ „ 3,_9„ o 35 SH LEGEND SYMBOLS z 54"X63"EGRESS 6068 S D TEMP 35 SH n BUILDING/WALL SECTION MARKER SHT Q OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE&RESCUE C/) w I > 131_2" 5'-42" i 1 5'-1"1 P ELEVATION STEP 0 cc)) I Q o 1 BRKX FLOORING BREAK H D_ E U a >Q rIN I _j w = *1 > OWNER'S `° OS ; = GREAT WALL TYPES ~ LU < N SUITE WIC+ ROOM 2x WOOD/STEEL FRAMED C) cn w < z 8'-8"CLG. 8'-8"CLG. i °C 8'-8"CLG. PARTITION IY 0 U o _ ® INTERIOR PARTITION w/ Q rn C/) I r INSULATION - I ' R&S I O CMU WALL T CMU WALL w/FURRING& r� r� IN INSULATION p 2 r NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS ' ►� �, F2 5,_1 „ WATER & M N r` N R LINE SECTION @ TYPICAL Q 10 r 3'-0" �N 8'-8" BRK 11'-10° KITCHEN ISLAND n o W � e T r _ SOLID SURFACE COUNTERTOP. rO } r Tt0 --- �� / DINING AP ROPRIATEE COUNTERTOP 7 INSTALLER TO PROVIDE `J 7) w p SUPPORT IF REQUIRED _ O g Z z _ --- AREA Z z "� ,�, > ° i i / 8'-8"CLG. rn Z O 3-3 4-9 g 1 0 , I O � w C4 O o � - TOP PLATE Q w OS e c _ I I CO o Pi cr) 2x6 STUD WALL Q _ IN rIN I 1 r 0 �I 1" ' MAX. SEE PLANS FOR pD (—')PATH - - L � I I 8'_2" NI 52 Iq 1/2"GYP. WALL LAYOUT T M CM — iV BD. BASE CABINET AS r O -8 CLG. 06� L J PER SHOP DWG. iN = -- z v, $'-0" 2'-211 4'-2" 3'-72 WD.BASE FINISH FLOOR ~ MOLDING n FINISH SUBFLOOR W c0 KITCHEN FLOOR z Q w I I in 8'-8"CLG. g I I ------------- cv) x BEDROOM 2 2 I '_ I 111 8 LO M _ _ �_ 2„ I 3 8 ------------� 2�� 5'-3" 511 ° TYPICAL DOOR 8-8 CLG. c'' -----HD -8'=0° T PLACEMENT DIAGRAMS o o N rN " 6tR BR >_ TU PER z U) PCOM UNITY CRE.Q. E.Q. zr — SECSAN z _ 1 w - 6-62„ ,_72„ 2,_ „ 3'-112„ 5,_32, ,_0„ 6,_31' A5.1 0 o i O 4�4 RK 8s BRK HALL 2' EX STE 0 PLUS w 3'-2" t = HALL Tai 8'-8" G. --- ---� in Z� = o w o� ------ - -- > BATH -' cn O DO r R&S N 8'-8"CLG. cM 0 o o g 8'-8"CLG T N = C O O XFER METAL RAG `L ��G -1 DOORS LOCATED WITHIN A � --- CLS= _ GRILL LOCA ION L --- -- R LENGTH OF WALL ARE TO BE u O 0 -t RK RK FOYER O REFRIGERANT LINE THROUGH ATTIC Q w CV — AHU ON 2X6 �60 8'_8"CLG. CENTERED UNLESS i 8% 6+� r-- o STAND WALLrIc\, �. XFER DIMENSIONED OR NOTED OTHERWISE. il Q 37!f—1 _ �' _ _ I M C T � GRILL ti EX STE PLUS METAL THRESHOLD z TT 0 � ADD 16"OSB 'IN rIN BEDROOM WEATHER STRIPPING vl < T MECH. CL. I� 1 0 CEILING FOR 8'-8"CLG. n O 06 M W FIRE DRAFT N cn 6'-62„ STOP 3'-112 Ln " �'-22 T 10'-02" 1'-- 2'-1 2' ,i z w r 3'-72" LAUNDRY w WASHER BOX _ 3068 SOLID J w cn 8'-8"CLG. D c� DRYER VENT �'? PANEL DOOR O 0 w m co N 2X6 EX STE 00 LO W r I E _ EGRESS _ CO BEDROOM 3 71 WALL PLUS WIC N DOORS LOCATED ADJACENT TO WALL x 8'-8"CLG. 8'-8"CLG. w I cn INTERSECTIONS ARE TO BE PLACED 3" C'3 c) 1�� , 1l, Zh ~ ¢ MEASURED FROM INTERSECTION TO z N "' 10'-2" ti�6 7'-211 4, 4„ 3'-52 3-102 �o � _ i� X U- O _ DOOR JAMB UNLESS DIMENSIONED OR i Q DRYER M O NOTED OTHERWISE. ii=il Ir lymJ71CO VENT RK r Y.1 06 o = W/D SPACE in r z WH N 2868 SC w/ I r; J i r-----i �� L �o ,ENTRY SELF CLOSER AND I GO Q LNDY 6' 8 CLG. w METAL THRESHOLD cn i N i XFER ti8 MOISTURE NOTE: TYP. WINDOW HEAD HGT. w 1/2'WALL ors CL I o RESISTANT AT T-4" U.N.O. w WEATHER STRIPPING 1 a'cp GRILL �O = BOARD ON I ___ --i DRYWALL CLG. GARAGE SIDE I R&S Z z PROVIDE BRK METAL THRESHOLD cn 22"X 54" i INSULATION - WEATHER STRIPPING (- _ ATTIC ACCESS AS WASHER FLAT SOFFIT 4" EF -------____-� BOX Al7-4 r cn o_ LOCATE MICRO. WET BAR p Ir ce) CV IN UPPER CABS. 7'-11" 3'-7" ww � N N LINE OF 2" CONC. CURB w 17'-6" 11'-6" o) w LO cn o Ic------------ --------- ----� c T C Z 17- N O 0 z M CV cn Q I ` ' T EX STE PLUS r � z a Q 0 LIVING ROOM } 8'-8"CLG. ��OF FOR O 2 CAR GARAGE ,�P••\A•�iPgN !Q 8'-8"CLG. I �?��Q •.� LOCATION VARIES I I I �i `� I PER MAIN WATER Docu Signed by: � I I ARIOOOO4 = i i - :V CONNECTION I I C04ED354C821419... SERVICE 35 H 16070 GARAGE DOOR ��•••' '••�� N 4/19/2021 � '' � _j '4" 16-0" '4" 5'-9" 5'-11" 3'-8" '-0' N� w WATE � 18'-8" 11'-8" 4'-8" '01 I �PLAN#6076 35-0�� RELEASED: 0392w w I� SHEET O _ z Q A "I A z Q z FIRST FLOOR PLAN Y SCALE: 1/4"=V-0" r- PAINT AND FINISH SCHEDULE I KEYLu Z Z 0 PAINT COLOR SCHEME SURFACE TEXTURE/FINISH KEY Q H MEDIUM TEXTURE/ - :" ¢ BODY COLOR SKIP TROWEL FINISH Y � w TRIM COLOR SAND FINISH > _ OoLo NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN z 0 p AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL < a cr- OF THE WINDOW& DOORS. PAINT THE BAND, JAMB, HEAD & U J ¢ Q Lu SILL THE TRIM COLOR. = w Q 2 U (nwg z U o CD Q ---3 1rn u) 12 12 STUCCO INSTALLATION 5 5:12 5 ROOF SHINGLES PER STUCCO AND PORTLAND CEMENT PLASTER SHALL COMMUNITY SPECS. BE INSTALLED PER THE CURRENT ASTM C926&C1063 cc REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE �, 0 STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE (� LESS THAN 2 COATS WHEN APPLIED OVER MASONRY ►may Q N CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO ir P DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR Q g AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS 3: r CD PER ASTM C1063 (CURRENT EDITION) � w ol WEEP SCREED SHALL BE INSTALLED AT ALL O Z z STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY Q U AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Q z Lu a O 36 SH *35 SH 6068 SGD w z z O O w O } z ¢ REAR ELEVATION ui z U SCALE: 1/4"=1'-0" 0 o 0 Lu w w m O V r � 0 ~O 0 z w cr M iii 0 Y.1 F+�1 C7 z a 0cb06 0 z z L ¢ ROOF PEAK HEIGHT I—" w Z cn 5:12 O Lu = 12 0 ~ 5:12 I (ij ROOF SHINGLES PER 5 z_ COMMUNITY SPECS. 12 ROOF MEAN HEIGHT ¢ 5 5:12 — — — b o 0 iii ' 6"ALUMINUM WRAPPED w 06 6"WIDE FASCIA W/VINYL z 6"ALUMINUM WRAPPED Q FASCIA W/VINYL STUCCO BAND VENTED SOFFIT,TYP. a_ VENTED SOFFIT,TYP. (+1) T.O. MASONRY �i� w 1' 0" M Z: T.O. WINDOW c0 ~ T.O. - T � a cn � F7CV 0 00 W } Lu ' 0 � U O Q OU ° F7 35SH w w 6"WIDE STUCCO BAND (+1) CV FIN. FLOOR U O Z 0 O z 16070 GARAGE DOOR 3068 ¢ SOLID PANEL DOOR � Z 0 as } �E•....... � o ,�P••' LIPq� .O 'O FRONT ELEVATION Docusigned by AR 100004 SCALE: 1/4"=1'-0" " •� '•��� C04ED354C821419... v •••••• } J 4/19/2021 2:41 U ui WATER Ir w PLAN#6076 w RELEASED: 03/19/21 w SHEET O 2 z A2. 1 z ¢ z O Y PAINT AND FINISH SCHEDULE I KEY Lu Z PAINT COLOR SCHEME SURFACE TEXTURE/ FINISH KEY Q Q MEDIUM TEXTURE/ BODY COLOR SKIP TROWEL FINISH g U) > 5' TRIM COLOR SAND FINISH _ OoLO NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN z a AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL Q o OF THE WINDOW& DOORS. PAINT THE BAND, JAMB, HEAD & U Q z SILL THE TRIM COLOR. Lu _ w ¢ D 2 U (nwg z STUCCO INSTALLATION Q O J cr) (/) STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926&C1063 cc ROOF SHINGLES PER REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE p COMMUNITY SPECS. STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED n cz TAL OR IRE LATH AND SHALL NOT BE VER 12 LESOS THAN E2 COATS WWHEN APPLIED OVER MASONRY ►�y Q N 5 12 CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO � � � n 12 5:12 DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR Z r- 5 AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS Q 4 12 5 PER ASTM C1063 (CURRENT EDITION) �� Q Co rz w 5 WEEP SCREED SHALL BE INSTALLED AT ALL O z STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY Z O AS REQUIRED BY ASTM C1063 (CURRENT EDITION) z Lu g ir C 1 1-0„ 1'-011 1 1-011 1 1_011 >� 0 _ w - a_ z 2'-0 ¢ iz *25 SH 25 SH 35 SH O w FIN. FLR FIN. FLR. 0 z 3068 z_ SOLID PANEL DR. o w O U 0 RI HT ELEVATI N o ui G O = w SCALE: 1/4"=1'-0" m'1 0 u > 0 0 0 w z w cr ¢ 00 0 w z Q 0 w06 � A z ¢ J O cn w w 2 I (/j 0 Z_ 12 5 °C w12 °6 5 ROOF SHINGLES PER z z COMMUNITY SPECS. ¢ J 12 5 5:12 w 0 12 = Z ~ 5 O z 1=- cn 0 U m W 0 � 1'-0" a. m w _ Z to o 21-011 O c z *25 SH *25 SH Z a a FIN. FLR. FIN. FLR C�••....,,•QR� 0 .�P••' LIp •..O 'o (s) DocuSigned by: AR100004 C04ED354C821419... J 4/19/2021 2:41 �3 LEFT ELEVATION WATER Ir SCALE: 1/4"=1'-0" PLAN#6076 w RELEASED: 03/19/21 w SHEET O 2 Z A2.2 z. z 0 Y O T C) - - - - - - - - - - - - - - - - - - - - - - - - - - - z w ATTIC VENTILATION - AT FIRST FLOOR Z Q I a I NET FREE AREA NET FREE AREA SO. FT. ATTIC SOFFIT VENTING UPPER ROOF VENTING AREA Q I a 590 SQ. IN, 552 SQ. IN. 2380 Y U) LL TOTAL VENTING REQUIRED O o F_ 1142 SQ.IN z � ~ o VENTS REQUIRED < ir 48"TAMCO OFF-RIDGE VENT(138 SI NET FREE)-4 VENTS C) J Q Q LLI w NOTE: LOCATE RIDGE VENTS 2'-0"OFF ALL HIPS RIDGES OR W Q D VALLEYS, MIN.,TYP. Lu cc U R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL Q J a 0 NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT ~� LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS Q) o 5:12 PROVIDED BY VENTILATORS LOCATED IN THE UPPER co PORTION OF THE ATTIC OR RAFTER SPACE. UPPER , ~ VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 p FEET(914 MM) BELOW THE RIDGE OR HIGHEST POINT OF ¢ j THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR O CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE Q o w INSTALLATION OF UPPER VENTILATORS, INSTALLATION 0 w MORE THAN 3 FEET(914 MM) BELOW THE RIDGE OR ZZ z HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. Q Lu 1 -011 UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN °C 1 -� ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 = I I � w N N z a I I � O I I � o z I z Lu I I o I I � 0 o 0 w i w O co U O O LL w Q I I m O U) O z Q oI I °6 a Q w 5:12 0 I I Z I I o w 06 z I I J Lu I I w zo z cn r a Lo o w } 5:12 T c w 0- 0 w Z O 1'-0" 55 O a z c a w aa66 I 5:12 .�P.�NLIPgN'9�0 0 O DocuSigned by: T 54C821419 Sn } i n J 4/19/2021 1 2:41: U) ui WATER PLAN#6076 w RELEASED: 03/19/21 w ROOF PLAN SHEET z Q SCALE: 1/4"=1'-0" Z a O Y r- 0 Z Iw— Q Z 0 Q Q H Q Y � U) LL > _ Oou) Z o 0 Q o Er U ¢ Q Lu w = w U) Q o U C� 2 o Lu A-5.1 Q J rn c/) ROOF SHINGLES PER COMMUNITY 12 12 SPECS. (TYP.) cc 5 5 (L o co a PRE-ENGINEERED ROOF TRUSSES N SEE FRAMING SHEET FOR DETL'S t R-30 INSULATION �� H CD w U) 09L -----T.O.M. O Z O ¢T.O.WDW z ----------- Q Lu BEAT ROO R-4.1 R-4.1 INSULATION �(BEYOND) INSULATION °i - EX. STE. bo BEDROOM 2 CL HALL HALL BATH PLUS BATH FOYER w z z Q FIN. FLR. —-- a a O 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—I lal—III—.•.. 1=1 11=1 I I=1 I I 1 I I_I I I=11-1 1-1 1=1 1=1 1-1 1-1 I I-I I I=I 11=1 11=1 11=1 I I 11-111 1 1=1 11=1 1= _ _ __ 1II III—III I . • III—III III—II �.. III—III-II' I IIII _ ` .. III=' o� III— —III—I' CONCRETE FOOTING -1II=1II=1I1- —III=1I 1=III—III=III-1i' SEE STRUCTURAL PLANS II=III—III=III—III= z III II 11 „I 1' 1-1 I, IIII-1 1- Q_ 2 z 0 A-5.1 O W O U 0 O O u w BUILDING SECTIONui 1 � w SCALE: 1/4"=1'-0" o O z w Ir m ZJ) O cy) z_ 0 A Q U) 1 z z A-5.1 Q ROOF SHINGLES PER COMMUNITY O � Lu 12 SPECS. (TYP.) i 12 5 11 J) 5 z I ~i 06 �1 ¢ w U) Z Q J a_ W PRE-EN INE RED OO TR SE E w R-30 INSULATION SEE FR WINS SHEET FOR D TL'S Z T.O.M. O c/) T.O.WDW C7 R 11 W / \ \ INSULATION 0 w co \ \ OWNER'S I� 0o OWNER'S SUITE BATH BEDROOM 2 CL CL BEDROOM 3 2 CAR GARAGE a. Ir w R-4.1 INSULATION Z o FIN. FLR. — > O =a . • . . .. :. _ _ ey ICI I=1 I I—III=1 I I—III=11 - —1 I I=1 I I—III=1 I I—III=1 I I=1 I I1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I=1 I I—III=1 I I—III=1•I I—III=1 I I=1 I I=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I I—III=1 I- - � -11 IF I—III1 —IIII II I —IIII I —IIII I IIII1 —IIII —IIII —IIII —IIII —IIII —IIII —IIII —IIII —IIII lii i- 11 —IIII —IIII —IIII —IIII —IIII I—III—IIII —IIII —IIII —IIII —IIII —IIII —IIII 1 I—III=1 I—III=1 — — — — — - 1I—I I I—III—I I I—III —III—I 1 1-1 1=i n=1 1= _ - - - - - - —III— =1 I I-1 I I p• — _ =1 I1 I I II_III=1 I I=1 I I=1 I I=1 I I-1 �_�11—�I —'''—''' '' '—'''—'"—'1�=i n=1 I I-1 I I-1 I I-1 I I-1 I I CONCRETE FOOTING =1 1-11 I—III=III—III=I 11—I 11=11—I 11=11-11=1 1-1 1=1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 1=1 -1 -1° -\11 1= �I •.'4/ IIII I_I SEE STRUCTURAL PLANS 111=1 I_IIIIII_IIIIII_IIIIII_IIIIII_IIII I_II I_II I_I —III = I- ,�P QN •PqN ' o 1 — =1I1-1I1=1I—I I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I 1 �:• '• 7 1=III=1T1 -1 1=1 1-1 I—III—III—III—III—I 1=1 —I 1=1 —I 1=1 —I 1=1 1= ct�' — c -5. � 1ii D Sigoed by: AR100004 lew LJIC04ED354CS21419 �••'••• \ } J 4/19/2021 2:41: BUILDING SECTION WATERui 2 X SCALE: 1/4"=1'-0" PLAN#6076 w RELEASED: 03/19/21 w SHEET O 2 Z Q AS• I z Q Z O Y r- 0 Lu z Q Z 0 Q Q H Q Y � C7 w > _ OoU) Z o 0 Q o Er U ¢ Q Lu w = w U) Q U (nwg z U o CD Q i rn u) cc n o N ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR < o SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING w WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER 0 z 12 R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) Z Ov PLAN OOF PLAN OOF SEE ROOF PRE-ENGINEERED ROOF PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF Lu TRUSSES AT TYP. 24"O.C. TRUSSES AT TYP. 24"O.C. TRUSSES AT TYP.24"O.C. Q BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END HURRICANE STRAP EACH END Oz hnonoon) OF TRUSS- REFER TO OF TRUSS- REFER TO OF TRUSS- REFER TO STRUCTURAL. STRUCTURAL. STRUCTURAL. uuuu TOP OF C.M.U. OIL TOP OF C.M.U. TOP OF C.M.U. w (REFER TO ELEV.) (REFER TO ELEV.) (REFER TO ELEV.) z INSULATION PER 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA � SEE ENERGY CALCS. E BD.w/ALUM DRIP EDGE E BD.w/ALUM DRIP EDGE MOISTURE RESISTANT E BD.w/ALUM DRIP EDGE 0 - - EL V. EL V. DRYWALL CEILING EL V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) - z O SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SOFFIT INSTALLED PER O w MANUF. SPECS (5"TYPE'X'GYP. BD. MANUF. SPECS SEE STRUCTURAL 1x PT DRAPE BLKG 8 PLANS MANUF. SPECS z z ABOVE WINDOWS 1/2" TO BE PROVIDED G W B 2X PT BLOCKING WHEN LIVING SPACE 2X PT BLOCKING 2X PT BLOCKING z SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL v WINDOW PER PLAN PLAN PLAN 0 z cl 8"CMU BLOCK 0 W p W/CEMENTITIOUS °C GYP.BD. FINISH (BEYOND) 0 Lu WINDOW SILL 8"CMU BLOCK Lu PRECAST WIN. SILL W/CEMENTITIOUS FINISH O 1/2"GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ERIMETER MASONRY SEAT �+ ~ ATTACHED TO ix2 PT. O 1 1" BELOW TOP OF SLAB O w FURRING @ 24"O.C. 2 EXPANSION JOINT SLOPE GRADE AWAY i Q FROM HOUSE ~I BASE BOARD SLOPE GRADE AWAY GARAGE SLAB, DRIVEWAY PER COMMUNITY M FROM HOUSE SEE STRUCTURAL 4" SPECS Y•1 z_ OL 0'-0" PLANS 0'-0" 0'-01, CD FIN. FL. SLOPEL SLOPE FIN. FL. SLOPE FIN. FL. i o • o ~•1 06 Z FOUNDATION Q FOUNDATION FOUNDATION �i z PER STRUCTURAL DRAWINGS O PER STRUCTURAL DRAWINGS `' PER STRUCTURAL DRAWINGS w TYP. 1 -STORY WALL C@ WINDOW WALL SECTION C@ GARAGE DOOR TYP. 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FELT UNDERLAYMENT z_ METAL FLASHING (NAIL TO ROOF DECK, z NOT WALL SHEATHING) ��� STEP 3 STEP 4 0 in ICE AND WATER SHIELD z 3%/ o 15 VERTICAL AND 15 DOWN ROOF -�� /�/ CAP SHINGLE - DO NOT NAIL, INSTALL w WITH ROOF CEMENT `r' cn o SHINGLE ROOFING WATERTIGHT SEAL. o z ROOF CEMENT U c Q FASCIA WRAP 3��� 1 FOLD. DO NOT CUT. > FOLD 77' o = SHINGLE ROOFING @ DRIP EDGE: OVERLAP 3", EXTEND © © © © BOTTOM FLANGE Z } BELOW SHEATHING, MECH. FASTEN Ri P••'' •LIP •'� 4" o O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A �;•�QN qN CREASE @ PT. B CREASE @ PT. B CREASE @ PT. C CREASE @ PT. C - FOLD PT. C OVER PT. B TILL Docusignedby, AR100004 " „ PT. C TOUCHES BOTTOM FLANGE L FLASHING KICKOUT DETAIL .014 C04ED354C821419 s ........ SCALE: N.T.S. SCALE: N.T.S. 4/19/2021 2:4 U) ui WATER Ir a_ PLAN#6076 w RELEASED: 03/19/21 w SHEET O 2 Z wpiz Q Z O Y CONC. STOOP It ELECTRICAL KEY LELIA WIRE POLE TRIP DESCRIPTION CKT CKT DESCRIPTION TRIP POLE WIRE z Z 0 Q LOAD CALCULATIONS 1 2 I DUPLEX CONVENIENCE OUTLET < a #10 2P 30A AIR COMPRESSOR WEATHERPROOF DUPLEX OUTLET RANGE 50A 2P #6 �� PANEL"A" 3 4 s F GROUND FAULT INTERRUPTER DUPLEX OUTLET Y E' 07 5 6 220 VOLT OUTLET > It � O o #6 2P 60A AIR HANDLER WATER HEATER 25A 2P #10 USB COMBO OUTLET Z o 0 DESCRIPTION LOAD KVA 7 8 CAT 5 o z ADD BLOCKING ❑ � WALL SWITCH o[ z AS REQUIRED N ADD BLOCKING U J Q Q lii GENERAL LTG. 3Wx1917 S.F. 5751 #12 1 P 20A DISHWASHER (AF/GFI) 9 10 AS REQUIRED , THREE-WAY SWITCH � = w OWNER'S OS GREAT , FOUR-WAY SWITCH v Lu � z DRYER 30A 2P #10 W SUITE WIC ROOM SMALL APPLIANCE 1500 #12 1 P 20A DISPOSAL (AF/GFI) 11 12 CAT 5 KEYLESS LIGHT FIXTURE Q 020 0 ❑N �SMALL APPLIANCE 1500 #12 1 P 20A WASHER (AF/GFI) 13 14 MICROWAVE (AF) 20A 1 P #12 CEILING MOUNTED LED LIGHT FIXTUREWALL MOUNTED INCANDESCENT LIGHT FIXTURE REFRIGERATOR 1200 #12 1 P 20A REFRIGERATOR (AF) 15 16 GENERAL LTG. (AF) 15A 1 P #14 :OAP VAPOR PROOF LIGHT FIXTURE Q) o 33 LIGHT FIXTURE WITH PULL CHAIN �''� C) co DISHWASHER 2400 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 17 18 GENERAL LTG. (AF) 15A 1 P #14 FIXTURE CM FLUORESCENT LIGHT FIXTURE ~ I� SD 4 EXHAUSTFAN DISPOSAL 850 #12 1 P 20A SMALL APPLIANCE (AF/GFI) 19 20 GENERAL LTG. (AF) 15A 1 P #14 O c� EXHAUST FAN/LIGHT COMBINATION C MICROWAVE 1200 #12 1 P 20A BATH (GFI) 21 22 GENERAL LTG. (AF) 15A 1 P #14 REF. r CD CHIMES (OPTIONAL) I; RANGE 8000 #12 1 P 20A GARAGE DR. OPENER (GFI) 23 24 GENERAL LTG. (AF) 15A 1 P #14 tn _ _ DINING p PUSHBUTTON SWITCH (OPTIONAL) H Lu I i AREA ADDBLOCKING �"' COMBINATION SMOKE/CO2 DETECTOR 0 O WATER HEATER 4500 #12 1 P 20A GARAGE (GFCI) 25 26 GENERAL LTG. (AF) 15A 1 P #14 I i o o AS REQUIRED _ sD SMOKE DETECTOR Q w CH GFI I GFI FQ TELEPHONE (OPTIONAL) DRYER 5000 #12 1 P 20A SPRINKLER SOLENOID Ir 27 28 SPACE S I i o UNDER-SINK , BATH L i I oil SWITCH FOR 5 -10 N❑ TELEVISION (OPTIONAL) WASHER 1500 #12 1 P 20A EXTERIOR GFI 29 30 SPACE w I I I DISPOSAL z L_ ELECTRIC METER ELECTRIC PANEL LAUNDRY 1500 SPACE 31 32 SPACE °C —� DISCONNECT SWITCH w dQ EXTERIOR GFI 1500 SPACE 33 34 SPACE C�iGFI i KITCHEN JUNCTION BOX 2 STANDARD ELECTRICAL LINE w0 IRRIGATION 800 SPACE 35 36 SPACE BEDROOM 2 -- ____-- c�� 3 £ I I I c O GDO 900 SPACE 37 38 SPACE --- -------- } ADD BLOC ING P HALL PL TE CH z TOTALKVA 38101 SPACE 39 40 SPACE AS REQUI ED — BATH NOTES. o ATH 1. PROVIDE AND INSTALL GROUND FAULT �,.� w F BULBCIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT O E o O INTERRUPTERS (AFCI) PER 2017 NEC 210.12 O O O AHU#1 HEAT 10000 KWx.65 6500 PANEL SCHEDULE CM CM O O Ir 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & Ir SCALE: N.T.S. WP/GF HALL RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH w CLwi co — i ADD BLOC IN G FLOOR: � � O CL - - AS REQUIRED SWITCHES...........42" FIRST 10KW 10000 — w �' OUTLETS.............14" V V 0 FOYER ABOVE COUNTER OUTLETS......46" O ~ w Ir TELEPHONE.........14" i�J U) BALANCE @)40% 11240 = I M TELEVISION..........14" A/CM C z AC LOAD 6500 DISCONN CT SD L_____ o EX STE PLUS Ce M 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN Q BEDROOM ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL o TOTAL LOAD 27740 06 GFI P.B. FOR LOCALLY CERTIFIED SMOKE DETECTORS. "tip z DISCONNE T CHIMES "ti" I�•i•l ADD � WP/GFI it J BLOCKING LAUNDR ADD BLOC ING 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING w w AS p AS REQUIRED cn O ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, w KVA/240V 116 AMPS REQUIRED STRUCTURED EX STE AND GARAGES, SHALL REQUIRE AFCI PROTECTION. BEDROOM 3 WIRE PANEL 22 PLUS WIC 5. IT IS THE RESPONSIBILITY OF THE LICENSED (SWP) VERIFY z LOAD CALCULATIONS LOCATION INN ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS FIELD SD VP IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA < WH ODU RESIDENTIAL CODE 2020, AND ALL APPLICABLE i i 0 SCALE: N.T.S. DISCONNECT LOCAL STANDARDS, CODES, AND ORDINANCES. IJ.1 U) T 3 W/D SPACE] Q WH N o ENTRY 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC o T o�LNDY' 406.12. w IRRIGATION TIMER U) LOCATION VARIES PER a CL 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. _ MAIN WATER SERVICE L------ z ~ CONNECTION GFI48"AFF O z WP/GFI I ATTIC LIGHT I 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED117- W o0o PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) IL _ 150 A METER I I _ __ o _ CM COMBO 120/240V L______C-__J fi C 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED U) 1ph. N3R 22K AIC 150 A MLO PANEL ------------J W 42 CIRCUITS N1 L ATE MICRO. WET BAR 0 °C TLET IN UPPER 10. A MIN OF 75%OF THE LAMPS IN PERMANENTLY INSTALLED w O 150A/2P PREWIRE FOR o CABS. 69"AFF FIXTURES SHALL BE HIGH-EFFICIENCY LAMPS 0 GARAGE DOOR OPENER N w 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE w w ADD BLOCKING = AS REQUIRED 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL c ~O INFORMATION. 0 CAT 5 p a o N 13. PROVIDE THE REQUIRED CLEARANCES AROUND > a a = p EX STE PLUS 60"A.F.F. WITH PANELS AND DISCONNECTS IN COMPLIANCE WITH �`� T �'�/ LIVING ROOM STRUCTURAL NEC 110.26. } ` BACKING FOR TV ��.••••••. 09/ O 2" PVC STUB ELECTRICAL 2 CAR GARAGE .�P••N LIPq •.•p #4 GROUND WIRE 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN �r't�,Q DOWN FOR M PANEL ON FLORIDA BLDG STEEL ` A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE N'• 2X4 WALL I _ GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET POWER & 1 FIELD I • • — 3#3/0 AL, 1#6G 1 / C LIGHT o VERIFY i SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE AR100004 METER . 2 GROUND ROD i •V DocuSigned by: - - % x8'GALV. i i_.,,p �'/�i. •.�;�� ELECT. RISER DIAGRAM J 4/19/2021 1 2: WW6#� SCALE: N.T.S. PLAN#6076 w RELEASED: 03/19/21 w SHEET O z FIRST FLOOR ELECTRICAL PLAN Q SCALE: 1/4"=V-0" El A z O IE r` 0 w z CONC. STOOP a o a a Y � cf) w Dom z o 0 Q o 0 c) ¢ z y< w = w Co ¢ o w 2 O 0 0 a � J0) co OWNER'S OS GREAT SUITE WIC Tc\1 ROOM r N0 O r 0 rIN r W i TT r ' r V VJ T r NCZ r N 10'-101, 2'-33., z¢ 4 o z Q z I s � co I z DINING 2 VTR I AREA Ir AAV I KS L —O I I O o OS I I I o I cr II w LAV SHR 2°°VTRC::)BATH L w II � LAV 2, 2„ J I` w — z TUB z 15'-92" We I z we 12'-9" 2„ KITCHEN 0 o I I 11'-111" z 2„ 2» 2» 3 LAV I I 2 z 2" 3" BEDROOM 2 a SHR I I I - - - - - 9'-52" 2» Oil z 3 LAV - - - - - - o WC 3„ 3„ Oil O 0 o Oil Oil P O 0 _ I w 3 HAL BATH w 3„ I 0 r EX STE r wM HALL = F — — 7 PLUS U O O_ CL r ® ATH coi�i Q W 3" /I CL � L- — — J =1N r � z 3„ �wM _ FOYER ill z Q CY) CID o C'? O w co °� LT _ _ _ _ _ X STE PLUS z 3" 1 BEDROOM CONDENSATE O w 3" cn LINE (V.I.F.) W w 3„ I i..l T LAUNDRYD 11'-101, I 0 l� z EX STE V l BEDROOM 3 U? PLUS WIC c) 3 3" TO SEWER � cl) 24 DFU 7-61„ 2 ¢ J 0_ I w co 3" I = WH W/D SPACE ENTRY I z ~ o FLNDY� I o z Ir p co CL L J I c } W PLUMBING RISER DIAGRAM I _ _ � — °°° — � I o _ _ _ _ Ir SCALE: N.T.S. ET BAR Ir w 1 6 -02 Z O 0 T-22" O z n a o � Z as r co E .....•0 o EX STE PLUS `� �;•.9 LIVING ROOM — \ 2 CAR GARAGE I AR100004 DocuSigned by: •• �V LOCATION VARIES I // \\ I C04ED354C821419. -j PER MAIN WATER m I / \\ I 4/19/2021 w SERVICE CONNECTION / \ X PLAN#6076 w RELEASED: 03/19/21 w SHEET O z SLAB PENETRATION PLAN z P1 . � z SCALE: 1/4"=1'-O O Y