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HomeMy WebLinkAbout6990 Faben Ln (2)P ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING i CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn an Ian TM Companles 90 Matawan Road LLC Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "C" 6990 FABEN LANE ZEPHYRHILLS, FL 33542 LOT 092 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "C" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS MAR 2 2 2022 %oll1 i Il/ol � e C r, i SZONAL ����, 111'7 9l i ��! cc W Wz0= 0 wccQ0 p 1— cc P c�UWw =w� J !j W W Z) cc °6Zz0w wga�a _�_ U) 0 O 0 azo q) cZ.P%4 cz H 0 0 0 ft he u C?J 0 1 m w �C wA 0 0 ~ .j wW > J ONO m O :) U cn z 0 (L O_ R U G � Z O� w 0 N RZKKKKK COMMUNITY: UNKS @ CALUOKPERN PLAN # 6101 RELEASED: 1/19/22 SHEET cs I DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AN SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES D SMO C S FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1. TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE F THE AD SURFACE F STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIR O ADJACENT WALKING SU C O S S, GS G S S AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 6 INCHES ABOVE THE LANDING AND WITHIN A -INCH HORIZONTAL ARC LESS THAN 1 DEGREES 3 G 60 80 FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTHF THE HANDRAIL ABOVE THE RECESS HA 0 0 C SS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). GUARDS: R312.1.1 WHERE REQUIRED GUARDS HALL B R THOSE - GU S S E PROVIDED FOR OSE PORTIONS OF OPEN SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.3 VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. WALL COVERING: R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 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: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL. 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. ROOF ASSEMBLIES: R903.2 FLASHING FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING METHODS: 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS THAN 3/4 INCH INTO THE ROOF SHEATHING. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. R905.3 CLAY AND CONCRETE TILE THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. EXHAUST SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE Ml502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN 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. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8' THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. N CV 0 ZIE N Q W w°zO= O H W¢O > CC W 0 1- w Lu � Lu Q D W C-0)WW D CC Y O H Z 06u-00C/) Z qZ Z ~ Z_ J QLl J j a,_crC- _3cn000 D = Z LL U) ZD 8 n c Qqqr o O 2 Z d� Q 0 0 U) u o w 00 0 0) 0 O -� w w z � w am o z O Z O i i i i a W W 17 i i zw 0 i i i C Z4a44a� I i • Fda,7�/,rfi, \\\� GEN F OF ' =fr zr �ORIOP•� . �� PLAN #6101 I RELEASED: 1/19/22 SHEET CS2 '�R'-All c rl- OON ��� 3-SIDE[ ACRYLIC SURROUN[ ti 10'-0" 12'-0" 16'-8" 6" 11 '_O„ 6" 10 --- STUCCO WRAPPED ------- BEAM @ 7'-8"— ❑ I STUCCO WRAPPED ❑ (L I 4X6 POSTS uj a z m cc cc o 0 I LANAI I o n As.1 - o- co a U 8 8 CLG. = 00 o 0 m MOISTURE RESISTANT c�i m o T- CD I DRYWALL CEILING 1 CD r co 8 -8 9 -4 1 14 -8 6 -0 ' *C N -41 (0 7- '35 I ` 1 SH 35 SH ir) (53" x63) EGRESS XFER GRILL m -611 181 ��� 15,_2„ o AHU ON II p STAND GREAT '-ui 30" AFF ROOM T 8'-8" CLG. �M co -1 RETURN AIR GRILLE OWNER'S r SUITE ADD 7/16" OSB TO (4)12" SH *Ljiv 8'-8" CLG. MECH. CLOSET �N 5'-12" CEILING FOR FIRE - DRAFT STOP PTRY co Lo cal 2'-0" I I g 32" cn 8'-42" , I OWNE 'S A,_ -- I I � BATH -c;j ' 8'-8" CLG. ' - ' 1 g 4'-11 11 in 3'-31 N M IN Gp - 3i IL-ojCfl C7 CV 2�S M M ' r- 00 Si I ° i Z U • (p 41 I ° ccAD C'7 cl,N 6cp� O O DINING I -- KITCHEN 1 36" HT. FLAT Q AREA COUNTERTOP l i 8'-8"CLG. c� c� 0 , 8'-8" CLG. --„ J 1�� i I 1 ti cV WC r 3 -521 6 -42 , ; i OS WIC 10'-52" o - i— oc I 8'-8" CLG. �� 1 ^ o o 2�-4„ 4,_911 co IRT,8'-8" i � ; co 1 rIN REF. _WATERLINE _ J i R&S HI & LOW I I - . 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BEDROOM 3 - I 8'-8" CLG. 4 OD - - 12'-0" HEADER HB. *25 SH 16070 GARAGE DR. cV (37"X63" EGRESS) ` I 5'-011 8111 1161-011 -411 1_O 41_411 2'-0 21-011 13'-4" 5'-4" 38'-8" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" m 3-SIDED ACRYLIC SURROUND 36"X60" ACRYLIC SHWR PAN LEGEND SYMBOLS BUILDING/WALL SECTION 3HT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION NOTE:INSULATION • DRAWN TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP I' 2„ MAX 14 TOPPLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT =_ 1/2" GYP. tBASE CABINET AS ^' BD. PER SHOP DWGJ N WD.BAS MOLDING FINISH FLOOR FINISH F OORI I—SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT 7'-4" U.N.O. MAR 2 2 2022 0111111II/o/ • '0 ORIOP rrll� cc m CC p J P W Wz0� �O} W Q 0 p I H WW p 2 � W ~ a. U) w p cc cc ct ° Wz z CLa� �U)p0Q �HQZp CZ 3 Pt O g H O O O O CL Im cm X o o� 0 O � I w U) 0111111111111 a, U) I i Z 0 a j i I I z O Uc W c c c c i c 1 Z OR c � p aaaa4 f LL'Z E c c F c L E L c c COMMUNITY: c i PLAN #610i L RELEASED: 1/19/22 SHEET s e A1.1 c z u1 :n z z r , GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" BLDG. HEIGHT IIIROOF SHINGLES I COMMUNITY SPE (TYP.) 4" WIDE STUCCO BAND (+1) Y T.01 WIN -4- 18" DECOR co FOAM LOU' co d SHUTTE 4" WIDE Sl SILL(+ FIN. FLI WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 12 ----115 REAR ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 35 SH A. \A/IfIL— el-rl 1^^/ ROOF SHINGLES PER COMMUNITY SPECS (TYP.) WS 101101101 —01 rol FRONT ELEVATION SCALE: 1 /4"=1'-0" 3068 16070 GARAGE DR. -0" ?D 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE MM, FINISH '. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLOMA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 2022 JA OF Gt� — ///01111010 cc W T CC WZO= �: O } �- Wo ao oF- 07UWW a:wI,- _a. � � J LLiEr cc oZf O cn Z Z W Z J cc � QLu 7:I1=cr-� U) p O U Z=ZLLlA H Q Z 0 cz'� ' h cz .. cz O �Z C9,3 H cn 0 z Q O U O w j 0' w o ma w w 13� as Iwo z o O (L :3 O W 0 04 FA- �z 0 4a44a COMMUNITY: PLAN # 6101 RELEASED: 1/19/22 SHEET A2. I riR Z x n Z 5 i n L coI 12 511 FIN. FLOOR 12 i 51 F t-J 1'-011 12 51 r-- LEFT ELEVATION SCALE: 1/4"=1'-0" 11i RIGHT ELEVATION SCALE: 1/4"=1'-0" "35 SH 0 lz 12 115 „ ROOF SHINGLES PER COMMUNITY SPECS (TYP.) I I I 911 I I I I I 911ol i I I I ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 -77-715 9 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TTD ll ll FINISH �1 J y' 4'..'•" Ar�r``�'s'�'• TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 2022 \`w t 16 1 l l ,, , 1 � F ; 67 - �� . �ORIOAL P' I11111111� IY W WZo= 0 F- Wcrao :Do�- 5-H Q m W � i J cj) W _ ccr cc: ZZ0w Icr J W n- = Ci B- cn �pOU —Z IL C/) H � 4 2 n 0 �a Q Q 0 O p w NJ w w w w cn .< U) f-w z 0 a A O R a U m 0 z Z O� ro z gaQa4 i I I COMMUNITY: t I I PLAN #6101 RELEASED: 1/19/22 SHEET i A2. 2 V-011 - ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 MAR 2 2 2022 EAl A OF w } 2 CC Lu OOF=- > cc 0 p F- (lJUWW Q=W_F- = F- °LfZZ�W WQ�..Q�OJ _ - ?(n00Q �F-Q90 N tQi j Qo Zt Hg 2 O u 0 Im o a LL 0 o O w M al z 0 A z 0 E a o U 0 19 �o 4Qa4a o�z I I I COMMUNITY: I I PLAN # 6101 RELEASED: 1/19/22 SHEET i A3. I r O z w 0 z_ z 5 w co W 17 U) O z 0 z 5 CL W In W PRE-ENG. ROOF TRU FRAMING SHEET FOF IN T.O. WALL 019- . WINDOW ojL FIN. FLR. FOOTING PER FOUNDATION PLAN ID BUILDING SECTION SCALE: 1 /4"=V-0" BUILDING SECTION r SCALE: 1 /4"=1'-0" WALL 4DOW OD d 00 n FOOTING PER FOUNDATION PLAN MAR 2 2 2022 G. OF... • , NAL X LLI Lu Wz0= O H 0 > cr =)o� cc Lu o ¢�WLu — �v~iwgw �U)cccr- LL z p w z z Wg¢2-1 =oC_ J(na0U = Z LL W < Z � Q �cz n O �¢ �i H 0 O O u Z O o o w 0 C� � z a� A o. 0 a A O R U W Z� 0� ro Z J4444 COMMUNITY: PLAN # 6101 RELEASED: 1/19/22 SHEET Av. I i SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB = - --- (OR APPROVED EQUAL) BENT METAL FLASHING -- REFER TO "L" FLASHING DETAIL �2X LEDGER BOARD u �Y(REFER TO ELEV.) INSULATION AS JI 2X ALUM WRAPPED FASCIA PER SPECS. - BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOFSPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALLS. EE BD. w/ALUM DRIP EDGE -liT-1 EL V. 1/2" (MIN.) CLG. BD. / SOFFIT INSTALLED PER 1x PT DRAPE BLKG --- // MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. SEE STRUCTURAL WINDOW PER PLAN �11�� PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD —� /FROM HOUSE 0'-01, FIN, FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL P WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM GYPSUM BOARD BOARD Z � 3 1/2" IL GYPSL uJ BOARD GARAGE d NICHE FC ELECTRII PANEL & WIRING N ELECTRICAL co PANEL ELECTRII PANEL N 0o EXTERIO CMU BLC WALL CONCRETE c" CONCRE' CURB REFER CURB RE TO PLANS TO PLAN,' CONCRETI SLAB ON GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (J" TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4�� SPECS PLANS 01-011 SLOPE SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS i ELECTRICAL PANEL NICHE AT CMU BLOCK WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 0 MAR 2 2 7027 `qG1 � 0Of ONAL Ir W Lu �001=- WaWcao p IrF- Wa uj <Z). Lu CL iU)WW p Ir cr. Ir YOF-Z �LL00U) Z Z Z Lu ~ _Z WO-2Er(- C/) O 0 Q CO �F=-QZp ri r n O � a Q 0 0 0 ❑ Z 0 0 u u w w a Un a U) z 0 IL ❑ Z O OC G i i Z OQ i i i i N wZ [a i Kaaaa i i I i i i i i PAMMIIAIITV• i 2 T "L" FLASHING. SCALE: N.T.S. 'MOOD SHEATHING i0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER .AP WRB & TAPE OVER ROOF/WALL )CREED ;X5 "L" TYPE CONTINUOUS GALV. IIETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) )NDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT 10OF CEMENT PHINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) S1i I1% 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP f- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED n. g F 5X5 WALL FLASHING Un KICK -OUT FLASHING (SEE DTL. BELOW) w •- FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. k 0". STEP 1 FOLE FOLD @ FOLD INWARD @ PT. A STEP 3 @ © \— FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 L FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE MAR 2 2 2022 Act z �OlVAIL cc w r CC wZ0= O >-F- >a:<0 pF- <Dr uF_ w J f/) w — cc cr_ cc z z z p w cc4+U)< J w CL z:cc 2 Z:(na0U w H Q Z 5 Z n a n 0 H 0 0 V o z i ~ o� 0 0 ai I...., 0 aIm" w W w wQ 5 I..r Q. r� 'Q I--� z 0 IL 0 R II, a U Z 0 w �z QQQQQ I I I I I I COMMUNITY: LINKS @ CALU I PLAN #6101 RELEASED: 1/19/22 SHEET I wpi i 2" PVC CONDUIT 2-2/0 COPPER 1 -1/0 COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PV 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER NOT TO SCALE 9 DIAGRAM FIRST FLOOR ELECTRICAL PLAN ELECTRICAL METER (V.I.F.) ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET j� 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH �- KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 00 VAPOR PROOF LIGHT FIXTURE +rt LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE C) EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR Fq TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) om ELECTRIC METER s ELECTRIC PANEL -M.L DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE cc w wz0= O >. w owca0 p F- XF-w0 =�wg� J U) w — �IYw-cr °iSZZ�W W�¢ ga 2 cc _ �U)00U =ZL-U) �I—Qz0 cz cz n Q o 0 �Z H 0 0 ft u z im o a. 00� J W U 0 -i MONO a w rj, a w i••r U ME=$ cLLL. w cn mi Oct w � z 0 IL D 01 1 O a U) W G Z� Oo US hKK <Kl< COMMUNITY: PLAN # 610 Of RELEASED: 1/19/22 SHEET E I • '� SCALE: 1 /4"=1'-0" I Cy T SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" It W } 2 CC 0 0 ~ > <0 LU 0 I- (AVWW W �F- >g D c Y 0 H Z od u. 0 0 �n zZZF'z °C�¢�— J W (L _ c U) 0 0 U =ZLL(_n �F-QZD �q) CZ -"*N � n cz n Q O O Z U 0 O A w o z .� w a w a w (a a. cn 01:t I.-M U) z O a a A Z 0 R a U o Z 2 0 Z a a a I s c COMMUNITY: LINKS @C PLAN # 6101 RELEASED: 1/19/22 i SHEET P 1. 1 MASONRY LINTEL A55EM5L I E5 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADI?t INFO rr MIN. (1) GOUR5EAM Q +�-MIN (1) GOURSE/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL 6Rour dour BOTTOM REW �., x.. PRECAST LINTEL I PRECAST LINTEL W MB EMBEDDED FEW MB EMBEDDED RE1w. I I 1 TOP RSE, IF I�- J I L4J i +OURSE, = TOP CI IF I L4J P I REQb PER ARCH. WGID PER ARCH. TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. It " REINF. AS REAb 6Rour ' 6RouT _ BOTTOM REW BOTTOM REW I a• I PRECAST LINTEL W �M EMBEDDED REW _ra MB-4 PRECAST LINTEL W REW MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-OB/OT ----- ----- 43-2 SFS-15/oT ----- (1) #5 MB-3 8F16-I5/IT (1) #5 1 (1) #5 M13-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P655-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS To SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 a 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318, GONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A 015% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLI6E WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (A5 SHOWN ON PLANS) • ROU6H OPENING5 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13 E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO 5QUARE5 AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"4.131" NAILS 3"0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS o 4" O.C. (3) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS" TOP OR 50LE PLATE TO STUD 2 `NA IL5 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS a I6" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS o 16' o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 8 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PA61% OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BUILDING CODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR HALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2V211x0.131" NAILS ® 6" o.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W P3 2V2"x0.131" NAILS @ 3" o.(,. ALONG PANEL E06E5 AND 12" o.c.. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL E1?GE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 5142"xO.131" NAILS ® I6"o.c. USE (8) 3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CON5TRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE 0ON5IDERED 5HEARWALL5, 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'4' WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 4jag," THICK, APA RATED 5HEATHIN6 . 6 EXPOSURE 1 055 OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex oSUre Bm® OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.9 P5F 100 5QFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 charted here are allowable pressures and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pre55ure5. Divide allowable pre5sure5 above by a factor of 0.6 for ult. pre55ures. ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH ✓t SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G. UPL I FT CONNECTORS BEARING CONDITION CONNECTOR LENGTH < 15' 51 MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOAD5 5HOWN ON THE SHOP CARDS. LEGENn • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • M LOCATION AND EXTENT OF 5HEARWALL • I:.:::::::I EXTENT OF OVERFRAMIN6 1L' _' •- - - -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING GORE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS d DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 8 EXPO50RE A5 LISTED R15K GATE6ORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS SPACED a 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"4.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 ✓E 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 055 FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E1?6E5 s 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNOATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 505 5GREW5 (OR 5Y2" TRU55LOK 5GREW5) A 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 510E ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAM I N6 • I-JO15T5/TRU55E5 SHALL BE OE516NED BY MANUR TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • 1 -JO I 5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPO50RE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 d 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION NOTE5 • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE 5LA13 w/ (3) %" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. N a M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DJ R 01-14-22 REVISIONS: date: initial: sheet: .aim SM0.0 d 0 J LL jly�►-i -i al f iiE:.j r� ' �C ;• .-��..._ - -•- --- - - .... n. .t .fift:::w�� ;�iS:v':f.:�. a ,.._ ...a.;.. _.. ... r��ai, _ . .ii. t:S _ .'.#:� ! , J ,.c.::•,. . � �'`��r���ir� ,. i.� .... ... � O Li n 7 I 41_211 ' 4'-/ 11 . 51-01, . (01-411 MB-1 ► 1 MB- 51-0 1/211 5'-1 11211 4'-6" am M 1"ID-J IA# 51-011 ' 31_211 ' 51-211 ' L 1-011 L 161_011 1,21-011 131-411 51-411 201-011 1 t— r— BLOCK PLAN LEGEND 0 ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I; • ; ; : ; I EXTENT OF OVERFRAMIN6 •---- --- - --INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKIN6 UNDER P05T OR JAMB ABOVE. MA50NW LINTEL DETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 5F8-OB/0T ----- ----- M13--2 8F8-IB/OT ----- (I) #5 M13-3 896-I13/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS AS REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO I L4J MIN. 0)COURSE/BOND 1 �4 J — MIN. 0)C LW51!/BOPJD 1 BEAM ABOVE LINTEL I 1 BEAM ABOVE LINTEL 6ROVr 6ROVT BOTTOM REINF. �• x- u. I PRECAST LINTEL w/ I--"—� p. I PRECAST LINTEL W EDDED EMBREINF. �tEMBEDDED REINF. MB-1 MB-2 rr--„ i— TOP CR-SE, IF ou 1 1 TOP COURSE, IF in L4 REQ'D PER ARCH. 1 L4J 1 REQD PER ARCH. TOP REINF. OR COW. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb 6ROUT 6ROVr BOTTOM REINF. BOTTOM REINF. I w• I PRECAST LINTEL W EMBEDDED REW MB-3 -r` PRECAST LINTEL w/ REINF. ry MB-4 REFER TO 5-0.0 FOR TYP I GAL STRUGTURAL NOTES 5GHEDULE5 seal: `\\` 11 11 r //!*/G. ?? AT OF 0•, r - " © COPY' �' K �� �9F1 teal 6rpGte4�irk Inc, Z .J W W Z z z W J Q Z U WW J JE— z W y W C =1 a M&K project number: J 068"200 1 1 project mgr: J S B drawn by: DJ R issue date: 0 1 - T 4.2 2 REVISIONS: date: initial: 03/11/22 DJR a 0 0 J LL W (6 0 Z Z CL U) d�J � n ,L z Q 0 U (L N 'Q D F.Z 0 M Q J J sheet: SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 116'*'-0" (110 SPIFFY) Fw2.0 LE REAR LANAI DROPPED BEAMS: FASTEN DROPPED BEAMS TO (2)2x12 w/ Y211 05B/PLYWOOD P05T5 PER DTL U/5D-2 (TYP. OF 2) — — � — — — — — BTWN. PLYS (TYP. OF 5) DROPPED BEAM 4x6 P05T w/ 51 MP50N I HIP 61 RDER TRU55 I +6 0 --�~ ) I I ABA46Z BASE I I I I OS v (TYP. OF 2) �m i i LU CD Q Q w 20 �51MP50N HUG412 FASTENS 5D-2 BAGK TO GMU BLOCK w/=:6. I Q SIMPS0N TITEN SGREWS I l — — — — — - MAINTAIN 24" O.G. SPAGIN6 OVER MEGH. GL05ET \ HIP GIRDER TRU55 / \ ---------, I I � I I � I I I I I I I I I II I I I I I I I I ------______I I I I I I I STRUGTURAL 6ABLE END ROOF TRUSS M 11 VPIAA" 1 TRU55 0 ICI■I!lI�I Il�I■I■I_ � - I■I11ICI TRU55 O.F ROOF INN i �iI��I 5 �n W In U— >Y LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I; • : : I EXTENT OF 0VERFRAMIN6 L •...... —,INDICATES 1/8"xl" 5AH GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE W. (5EE N0TE5) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID BL0GKIN6 UNDER P05T OR JAMB ABOVE. R00� FRAMING PLAN ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 G0NNEGT0R5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OSB/PLYHOOD 5HEATHIN6 24/6, EXPO50RE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 8 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING AL0N6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND G0NTINU0U5LY UNDER ALL 0VERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 0THERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, I145TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5H0RT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAIL5 ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/HOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH G.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5P0N51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT G0NNEGT0R5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 G0N5TRUGTI0N". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT G0NNEGT0R5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT G0NNEGT0R5 AND LOADS PER THIS DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATI0N5 AND LOADS 5H0HN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: `\����1 GI �� Fjp .-v icEIV ..L ? r AT F '� • Zz © cop �i�f jtI�Q11lift �&II4tYif f141��►i9, Inc. aCD z LU w z z z w a ._I Q CD F— U e} aQ UJoc F- cn m JZ W 0 e Co m W N C � a M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-14 -22 2 REVISIONS: date: initial: a 0 Z LL U� (L W Q 0 z � � z (L [L, O U O (L cv a rn U) 0 0 Z x J J sheet: %AL I!: 1/4"= I'-0" (2204 SHE SCALE: I/V=I'-0" (Ilxl1 SHEET) SmI.3 S FILLED CELLS (SEE PLAN) 8" GMU BLOCK 4" GARAGE (1) #5 VERT. FROM FTC. TO TOP VIEW BOND BEAM. LAP W/ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) ®CORNER 30" GROUT CELL SOLID , GONG. OR PAVER GARAGE WALL 0 4 d ° DRIVEWAY BEYOND - _ GRADE i 11511 M I=) I I=1 —III —III. __I =111—III GARAGE SLAB - =I I I —I I � 11 (SEE PLAN) Q 115— 1I ; a °„ I I I 1—I I I —I 11- _I I 111 III =I I I_ — 19i a• g , d • ... ,, ° ....A I I 1 1—I I6"x8" THICKEN E06E W/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NT9 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LIO cz L O -1 GRADE '=1 I 1=1 I I- d o -, �—IIII I m 8" WIDE GONT. GONG. GURB w LU 6ARA6E SLAB } F(5EE PLAN) o d I C I—Il I I= 11=I � I— IlllllllllillIILIIrt #5 DOWEL W/ b" HOOK AT i—I I I —I ALL VERT. WALL REINF. III-1 1— I I I I I (SEE PLANS FOR LOCATION) � ' I I —III —III —III —I GLEAN GOMPAGT o FILL o c15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY VJ/ (2) #5 GONT. ON GHAIR5 -5TOR : I'-4" WIDE W/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE: WTS ' I=III— • III 1) #5 DOWEL W/ b" HOOK AT fII— _—III—_I I ALL VERT. WALL REINF. III I I I I=III=III I =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I;, I I I I I I I I 111111 i l l l I- FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS -STORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE VW/ (2) #5 BARS I✓OOT I NG SECTION W/ BLOCK DETA I L SCALE: WTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS) ) d m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) i �-11 I —I � I—�—I 1-1 I- MONOLITHIC GLEAN COMPACTED I I III =1 I , 11' FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TOR : 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA I L 6 SCALE: NT5 8" CMU BLOGK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB 3 Y2" GONG. SLAB (SEE PLAN) W/ WWF OR WIDTH PER ARCH PORGH/PATIO/LANAI T FIBERME5H REINF. SLAB OR PAVERS OVER 6 MIL. (SEE PLANS) VAPOR BARRIER PER MANUF. III—III=III II —II' '—III_I � I � I —III .' III —I � I —I � I —I � I_ ' ' " • • I C I —__I III —I I I —I � I —III —_I 11 '—III � I I ° • . •III —I � I—TI I �' �' • � •a ° d e 1=I m I I 1 11 d Ed I IEE I I_ 117 II I I I III —III —III I I— MONOLITHIC MI m 1 I —I 11=1 I I —I 11=1 I I_—'' '- GLEAN GOMPACTED I III =I 1=Ili FOUNDATION W/ (2) #5 8:: 8:: (2) #5'5 CONT. FILL o q5% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED2 STORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSIN I NG I$ SO POURED SILLS DETAIL II SLAB RECESS AT SHOWER SCALC: NM PATIO/PORCH/LANAI SLAB (SEE PLAN) 6"x8" THICKENED — SLAB W/ (1) #5 GONT. TH I CKENED EDGE DETAIL 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) `t EXP JOINT v — m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a. I I=1 e IIIIII�IIII111111 I 1=111�'-f U #5 DOWEL W/ 6" HOOK AT 111—I 1- ALL VERT. WALL REINF, ' I I —1=1 111= (SEE PLANS FOR LOCATION) GLEAN COMPACTED .I I1 II I 1=1 I I —III, , .I Ill .. — MONOLITHIC FOUNDATION FILL ®g5� STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 -5T RY: I -4 WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PATIO/LANAI DETAIL SCALE: WT5 Y" (5YP. BD. EA. SIDE OF 2x45 o 16" O.C. )'2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) STUD PLATE TIES PER PT BOT. PLAN o STUD TOP d PLT. WT. •. • o. d • Oa • a. a 2 . d � d (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 505JEGT TO A GAL(ULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN, GARAGE STEP DOWN DETAIL SCALE: NTS 8" CMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" &ROUT GELL SOLID ME a3 RADE �— III=1 I —ICI= 111 II I I I —:I I I Z I I� Q GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY CHASE DETAIL 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVC CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTEGTEO PIPE �— MONOLITHIC, FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 seal; lllt Gll/�q� 11 '�10ENSF• 'Z ' • r r � tgin ir,wTc. 0 CD Z JLU W W z_ c� Z W GQ. J Q � a Z� E L) at _ .$ �4 c OC c� � =a m E Q� J� Z W � y W C m N a IV M&K project number: 068-2001 1 project mgr; JSB drawn by: DJ R issue date; 01 - 14-2 2 REVISIONS: date; initial; sheet: d 0 J J LL Lr1 ui O Z a IL U) LO 0 U p_ N a D C) �e J J SCALE: NTS SDm 1 PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHING TO FA5(' IA WITH 2 %,"xO.113" RING 5HANK NAIL5 ® 6" O.G. —� U) 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR - 56HEDULE ON PLANS FOR CONNECTOR 5PEGIFICATION5 8 GMU BOND BEAM - W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 I SECTION SCALE= 3/4"=I'-0" TRU55 OVERFRAMIN6 PER PLAN 20 S EC TION 5/4'■ I'-O' 2xbxl2" OR 2X8XI2"P.T. j� CENTER BUCK II• DIA. ANCHOR 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM OF OPENING 2X4 P.T. TOP BUGK--/ 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT W DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"x3 W THIGK WASHER W/ EAGH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) 5TART BOLT5 AFTER GARAGE CURB 0" MAX) K GAIRAISE DOOR BUCK DETAIL SCALE: NT5 PROVIDE 50LID SHIM BETW'N TRU55 of CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/a"x0.113" RING 5HANK NAIL5 ® 6" D.G. 5EE UPLIFT CONNECTOR 5GHEVULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. VALLEY 5ET OVERFRAMING rw CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 �V-E �Twi 1'-0' MAIN ROOF 5HEATHIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OYERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAr I L SCALE: WS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2' FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO 2x4 BLOCKING IN EA. TRU55 BAY W 2 Y2'x0.131" NAIL5 @ 6" O.G. ROOF TRU55E5 FA5TEN EA. 2x4 BLOCKING IN EA. -5EE PLAN TRU55 BAY TO BOND BM, P44) HILTI DNI12P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING w/ 2 Y2"xO.I31" NAIL5 ® 3"O.G. UPLIFT CONNECTOR -PER 5GHEDULE 8" GMU BOND BEAM W (1) #5 BAR5 GONT. KML ­ —VERT WALL REINF. 8" REINF. GMU WALL -5EE PLAN FOR VERT. TO EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 P RETROFIT DETA IL (GALE: 9/4"■I'-0" SECTION %GALE: 3/4'■I'-0' ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. AALL REINFORCING DETAIL SGAL & NT5 5EE DETAIL I ON 5TRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W 51MP5ON M5TMI6 TWI5T STRAP, FA5TEN STRAP TO GMU W (4) A" DIA. x 2 Y4" L0N6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 o EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPCON5. FA5TEN BLOCKING TO ROOF TRU55E5 W (2) 3 Y4"x0.131" NAIL5 ® EA. END. ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFAGTURER i 5HANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. WY4" VIA. x 5V4" TAPGON (2)3 Y2 "x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION NOTES: I. 2X PT BUCK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPCON5 6" FROM EN05 AND 16" O.G. MAX. TAPCON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRU6TURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X 5UCK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. W I NDONVOOR BUCK DETAIL SGAL.C: NT5 NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %'" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HOWN IN5TRUGTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 I I CL CL SLAB, EPDXY d DRIVE 5 DOWEL, PROVIDE MIN. 50" LAP 5PLIGE I I g - I I I z G � � I GRADE -1�I-III-ICI-ICI rm-11: 1i #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL MISSED DOWEL RETROFIT DETAIL SCALE: NT5 SIM. • G40i1 STEM MR DROPPED 6RADE 4x6 P.T. P05T PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAM5 PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE= S/4"■ I'-0" LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: �\\\N111 GI I ill///,�qp ? i • ' rV �� �ORIDP • G�'�' ��� © copyrig�tf� �(NL�\\\``` St� oahg. Inc. oz Z Jiz w w z \/ Z i Z w a J E Z= a8 H A c� r Q = c E oc W F- � N oc 0! A Z W 0 y m W N � g n M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-14-2 2 REVISIONS: date: initial: 03/11/22 DJR MMWM u OPMffATM IMYM a+ Lo o LL W O z 0 � J � 4 (n 9 z �-' U � CL N 4 LL 0) U) C) J J sheet: SDW2 uP 35H3 &�jo i;,.,ben LCot 2uo3 �-