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Home My WebLink About6741 Shelby Lynn Way (2)rrr�rrruuuww� �..�wuwr��rur��r�� BUILDING DATA t S a a 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 Ca) 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 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND 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 Wp WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VTI��nlCqnTM Companies 90 Matawan Road —Hf- Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "B" 6741 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 030 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 A 11/22/21 1 CHANGED GREAT ROOM 6' SGD TO U FRENCH DOOR AREATABULATION. O 1 ST FLR A/C 1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2002 7S7Q.7F7T] 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 -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 GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES' GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION 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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 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 . 4ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: 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 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. R90 3.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. 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. 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 R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE AT 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 PERPENDICULAR THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF 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 UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS METHODS: 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 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE 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); 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 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: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 SHALL BE PERMITTED TO BE USED. 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: I 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 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 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 T I SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT S HALF THE WIDTH R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. FACILITATE THE MOVEMENT OF QU 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. FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EA JE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S 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. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 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. 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 FIREBLOCKING: 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 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 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. THE PEN SIDES F STAIRS, THE TOP 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAILON O S S O S S, MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 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 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 WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 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. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 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: THE INSTALLATION CLAY AND CONCRETE TILE SHALL IN ACCORDANCE WITH THE MANUFACTURER'S THE I 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 F CTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND. CONCRETE AND INSTALLATION INSTRUCTIONS, 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 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. 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. 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: 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: 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 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 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 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. 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. DRYER DUCT LENGTH 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 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 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 Ml502.4.5.1. THE MAXIMUM 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 MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER THE SIZE A 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 IC MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 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 MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. 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. CELLULOS� 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. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) 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 ( ) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. ATTENTION GENERAL CONTRACTOR / BUILDER: 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 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 ERE THE ASSEMBLY IS SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, ERETSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 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 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 VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING 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 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 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. 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 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: 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 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 THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE 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 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 OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE 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 MAINTAINED. 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 AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE 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: E 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. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: %41 NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 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. z � 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 EDITION (2020) 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. TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN :'� "• FLOOD ZONE REQUIREMENTS:PLAN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 MECHANICAL AND HVAC: CONDITIONS: RISERS. 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 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. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 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 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 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: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 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 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. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTALLATION INSTRUCTIONS. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 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 A 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. Oc W = IY }F_ Ill 0 0 } P > oC Q 0 W H (n V W W Q W H (L rj) W W iY cr Y 0 1- Z ,z, u- 0 0 U) Z Z Z ~ Z �ga�� W IZ=�0. �U)000 -ZLL(n H Q Z 0 cz c c r` Q U U) O W 0 0 0 O i m w w w Z a w cn MCC w w x U) O rL Ix U) W G z o�.. � C • aaaa ellk g24 •, !.0 = ENS .•. tozi MUNITY. LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET CS2 z w W z O U .. O z w z 0 06 W z rL w 0 z a 0 od U) z n w w x 35'-0" n 2 A5.1 n 15'-0" 12'-0" " 8'-0 6" 11'-0" 6„ STUCCO WRAPPED 10 IN 64 — — — —— — — — BEAM @T-8" 1 w STUCCO WRAPPED I w A5.1 c = 4X6 POSTS I a co a cp ;, I LANAI 3. i 0 8'-8" CLG. I O Q o o _ c� MOISTURE RESISTANT U WCC) _ , p 'CD I ' m I DRYWALL CLG. 00 ' o� o .- 5,-4" 13'-4" Cn I 8'-8" I 1 U) 71-81 r I I `35 SH 54"X63" EGRESS 35 SH XFER 0° GRILL _ 4 -4-1 13'-5" i� „ " 15 -10 6 Z�CL OWNER'S ' SUITE - CV N 8'-8" CLG. R&S CV T S GREAT - ROOM 8'-8" CLG. r 5'-1 " PTRY 0I N 8'-8" CLG. zo N cr) cV - RK q> R 2868 �� 3 SIDED ACRYLIC AC �M n® r 1„ Lo �/ ,i 1„ T 31„ m rIN 2 1„ Lo 9 -62 7 102 �„� M 15 -112 SURROUND 36"X60" OWNER'S n ACRYLIC BATH O r -;; ; SHWR PAN ..- _ $'-8" CLG. L V KITCHEN - I I DINING N 4,_32„ , 01r n 8'-8" CL - AREA �N ch 2 `�� rO L �� -1 �° ° 0p 8'-8" CLG. ro `p6'� — j co REF. ° i0 zo ° ADD 7/16" OSB 3 SIDED co RK WATER O TO MECH. CL. ACRYLIC ,,.. 14 I i LINE i CEILING FOR SURROUND j 9'-3" j i i i FIRE DRAFT QO ---- STOP ' U) T OS WIC lad; �T-102„ 3,_52, =; 8'-8" CLG. i It I i = U- r - o0 �'(fU13 MECH PER o , --- I -------- I R&S HI/LO 1 i awn L 1 0 cc, c+M c") __ M *� cV n RAG --�- --R&S GRIL LOCATION.< _ HALL CL _ r 1 I BATH �,--� 3 -2 N 6_ - 3'-112„ Y 3,_ 2" 3'-72„ 6'-12„ 13'-92„� s s'-s° CLG. o --- 0 6'-6" �o�� RK _ AHU ON > CL r ��, STAND R, " g ® _ o BEDROOM 3 — - c� tip`° 30 AFF L -- o 8'-8° CLG. R&S HALL _ aw M =IN RK 8'-8" CLG. U)rs r�68 L R&S - CL cn DRYER f�J FOYER XFER a N w o VENT I W I 8'-8" CLG. GRILL „ ry-. <w . 0 w I I� a SIN � 0 " LNDY r �6+8 , 31, 2 = co cn X ,_ 1„ WASHER 10 72 = _ fF F 8-8" CLG. 7'-0" ' ,_ 1„ 6 12 ,_ 1„ ,_ 1„ 3 92 1 72 66 ,_ „ 4 6 N BOX I I I I ��J I �� - _j iu. , '77,7 o..::...... ... up.; :.tr l,':t,. •:, . '; vr•;.. •;:'..` , ,r.. :. +.. •. ' :; t^N;.r: ;. , N j WH LINE OF 2" 2868 SC W/ -' N CONC. CURB SELF CLOSER T T ENTRY °p 2, 0" 8'-8" CLG. ATTIC i BEDROOM 2 BOLLARD PER COMM. SPECS. �_ ---ACCESS! 8" 11_0" 8„ 8'-8" CLG. ol 1/2" WALL BOARD ON 17'-4" 4'-0" 10'-0" GARAGE SIDE PROVIDE FLAT SOFFIT INSULATION AS REO'D = AT 7'-4" SIN c'? "25 SH N 37"X63" EGRESS T 0 2 CAR GARAGE N 8'-8" CLG. 1/2" CEILING BOARD ABOVE I � 2 I 1 I I 16070 GARAGE DOOR SIC 6'-0" 4'-0" 10'-011 '-4" 16'-0„ ,_4„ '-4" 18'-8" 11'-4" 5'-0" 35'-0" 1 A5.1 FIRST FLOOR PLAN LEGEND SYMBOLS I BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE R6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL P-2" MAX SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS _ ; BD. PER SHOP DWG! N WD.BASE MOLDING FINISH FLOOR F OFINIORSH � r SUBFLOOR 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. 0 24 • '-10.' AT C - �•• ,. �#41S/ONA1, T W } = oC LLI LLJ �00� } 5;cr<o IzPWO a�L� W � W J W �rzErcr Y O I- Z O� U- 0 0 U) zgZZF'Z_ J Q m J W (L2 a Z)=ZLLU) a?0 rcz� c � n O � O �i Hg 2 0 0 ft hd u O � a p 0 o w (L W U) a UJ I --I w U) "Q O_ U W 0 W O oU) I ci Z a a a a a s 1 LL �•� 2OZ1 NOV 30 MMUNITY: LINKS AT CALU A SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET AI.I SCALE: 1 /4"=1'-0" ej _ 4" WIDE STUCCO BAND +1 I �\ 4" � 4" \� I I +1 I / ---� 4" WIDE STUCCO BAND WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE STUCCO \ BAND I +1 2" I GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. 1 12 12 ROOF SHINGLES PER 5 5:12 5 COMMUNITY SPECS. 0 12 5 .35 SH *35 SH (2) 30688 DOE 0 REAR ELEVATION SCALE: 1 /4"=1'-0" 5:12 0 12 5 M nininimiminini IN Fn Fn Fn FU FM FM FM-IIFM--IIF-M-llr=-IIFM--IIFM--Iiim,llI I MI I I F=-I I — I f=-I I Im-1 pn::111— MIMI FRONT ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT $ 12 ROOF SHINGLES PER COMMUNITY SPECS. 5 2 T.O. MASONRY zo 11 T.O. WINDOW •- 1 - 4" WIDE STUCCO BAND 00 oil 1, 1 *25 SH / FIN. FLOOR 3068 1'-4" STUCCO BAND RETURN PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE -.- FINISH r=.r` 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 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 C 1063 (CURRENT EDITION) Ir W J I- W Wz0M 0 } >o ao W in cc v)UWw W cc YOHZ �Ii00(/) Z 4Z Z ~ Z_ J < J Wa=cca j=ZO(U H Q Z czr` occ n O � Q Q 0 0 z O U O Ln o w W O w w 0� Immom c?j cn m< Im" w Z w O 2 a x LLM U) 1< I O_ r It U) W 04 CA ca a a a a a % 0 2021 COMMUNITY: LINKS SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET A2 . I ' F• _�- E-0-9 271 12 5 T.O. MASONRY / RIGHT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. ago FIN. FLR. LEFT ELEVATION SCALE: 1/4"=1'-0" so FIN. FLR. 12 5 T.O. MASONRY a PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE 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 & 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) }=oc �o °P } > cr 0 W:�I- fnUW W Q = W H cc J W _ Ir It IY Y 0 H Z ,5L-00u) zzZF—Z W CL cc oC _ _3 U) 00 ?� �HQcz n c � n O �a Q O O O u U) o Z aa� 0 o � 0 w w w w w a A m< (n w w w x X U) N< I O_ 0~ U) W In O In o Z aaaaa •� « uOV 3 0 2021 OMMUNIT'Y: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET A2.2 A ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 83 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 R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 T_ w cc 3: 0 >_ >cca0 w Z I— cr v)Uww cr Q � W ~ CL w w 5crCEa: Y Q I— Z 06u-00U) Z Z Z ~ Z CCgQ�� wa=ca �(np00 —Zu-(n <Z_ cz n c ow t � O �Q Q 0 O 0 O M� �-1 � a 0 � O w O a. w w x U) 0 R ix U) w G z Z oQ �o : a: !u --my 3 0 2021 COMMUNITY: LINKS A ALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET A3. `I BOTTOM OF LIN' @ 7'-4" A. Cfl R-0 BUILDING SECTION SCALE: 1 /4"=11-0" BUILDING SECTION SCALE: 1/4°=V-0" A5.1 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i �/1/YC G�LJ I0.1/�1 CC OCO /l/IRARAI IKIIT%/ T_O_ MASONR) T.O. WINDOVI FIN._FLR._ FRIG . v 77824 ;• S T Q 00. �FS1 0NA` W } = Ir �0>� } > oC Q 0 W �F- ir U) 3: w Q�wF- .J U) W W Cc cc Y 0 F- Z ,i5 Ii 0 0 C/) ZZzF- Z J Q J W d = U) 0 O _Q -1 W L] F- Q Zcz 1 n 0 N O � O O O Im O O Ono cn U - w O (n I � w Zommm" Wit m ONE" w x cn O E W 0 z 0Fj � 5Z 41 [a aaaaa • o .a:, �yc LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET AS. 'I 0 0 0 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD 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 IN, v�Y(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS 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 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 PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ 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. GYPSUM BOARD z a 3 1 /2" � w GARAGE a J, N ELECTRICAL M PANEL N CO 0o CONCRETE CV CURB REFER TO PLANS GRADE GYPSUM — BOARD "' GYPSUN BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC PANEL EXTERIOF CMU BLOC WALL CONCRET CURB REF TO PLANS DONCRETE SLAB ON GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) �SEEROOF 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. OC TOP OF C.M.U. 'IF(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER (t" TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4" SPECS DRIVEWAY PER COMMUNITY SEE STRUCTURAL PLANS SLOPE SLOPE 0'-0" FIN. FL. 0 M WALL SECTION SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ,,`'`01G11FR/ 4, ♦♦�. �1••.\GfcNSF C • 77624 -0 pTE OF 10 � S r,. W �00P w cc¢O p c)Ufr Ww Q=WFQ- U) W W p cr cr_ Y O F— Z �LLOOU) Z Z Z ~ Z � J Q J W = c a a:c)p0c..) - Z LL U) �F--QZO cz Q �t Q O Z H 0 0 0 U 0 cn 0 z 0 0 mj ISM 1-i m w UU w �w a a u) w w w 2 X cn O R rz N W z Z 04 � O I=Z aaaaa I� W :Q= Lu 302021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET A5•2 9 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) 9 z Lo "L" FLASHING SCALE: N.T.S. MOD SHEATHING �0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETAL LATH AP WRB & TAPE OVER ROOF/WALL >CREED IX5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE ROOFING 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 WOOD SHEATHIP"' BARRICADE PLUS WF (OR APPROVED EQUP LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN UNDERLAYMENT PER CO[ CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEt ROOF CEMEI' SHINGLE ROOFII "L" FLASHING - SIDING SCALE: N.T.S. 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. $" 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 �- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED Q z 5X5 WALL FLASHING J c KICK -OUT FLASHING (SEE DTL. BELOW) Lo W r 0 �— 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 SCALE: N.T.S. DETAIL STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 O FOLD @ © @ 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 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 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 `,`��rrrrrrii = o T 824 .0 - -o • T E Foo Ir W i'_CC 3:00� W W z 0. >oC¢0 W0�- cr ?ww Q a�>w D cr Y 0 I— z ,d tl 0 0 cn zzzP:z J W d 2 cr tL = Z 0 c/) cz CO �a Q^ CZ Q o 0 u 0 0 r~ 0 0 u� r� o 0 r•� a� w aw � wA CL � 'Q w w X U) 'Q 0 E ar W 0 z z 00 0 E Z <t< t -a: : LL . . = 3 0 Z021 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET GYP i _.- u — U ELECTRICAL METER (V.I.F) ej FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-O" ;CONNECT 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE iI ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USE! COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE or VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) DD ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I,,- 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 T_ w � 0 >- >c a0 w :D (AVwW Q�wl' cl J U) w Lu :3 CC oc cr Y 0 H Z ,S IL O O U) Z QZ z ~ Z_ w a = a. 00 p2Z LU) < Z cz n c n ¢ o O �¢ Q 0 0 0 U 0 z oa 0j O U r � w a I� u c w mict mi w w w w 2 X U) O OC U) w U) Z O .1c wZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET EIA 49 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" IY W 2 Ir �00� > w 0 I- (AVW W Q � W I- 0- w ww Z)crEtCC zzz°w W Q a_�— �(1)oOU �=ZLLcn �F-Q?o �q) CZ O O O o p oa F 0 0 �-o� w o Z wa w w a o..,a) La U) w 2 T r. : U) O_ U) W z Oo m �cs Z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/21/21 SHEET PI.I MA50NR"( LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO LQJ - MIN. (I) COP-AE/BOt1D i L4J*.- MIN. (1) GOUR5EJBOND 1 I BEAM ABOVE LINTEL I 1 BEAM ABOVE LINTEL BOTTOM REW PRECAST LINTEL W I Q. I PRECAST LINTEL W MB-I �� REIPF. EMBEDDED REINF. MB-2 rr--T, I I+TOP COURSE, IF I i '+L-- TOP CaIR5E, IF 1 LQJ 1 m I LQJ 1 1 I READ PER ARCH. I 1 RE -OD PER ARCM. ---- TOP REW OR CONT. GONT. BOND BEAM BOND BEAM REIPF. REINF. A5 REaD GROUT 6POIJT BOTTOM REW ° BOTTOM REINF. - PRECAST LINTEL W EMBEVDED REINF. PRECAST LINTEL. W 8 EMBEDDED REINF. MB-3 ry MB-4 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SFS-OB/OT ---- ----- M13-2 &F8-I5/OT ----- (1) #5 MB 3 81`I6-I13/IT (1) #5 (1) #5 M13-4 5RFI4-16 ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM 13EARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA65 ON TRADE (INTERIOR i EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A C15% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 W/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF 1900 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL 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'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOGATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (5) NAILS o 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" O.G. TOENAILS 0 6" o.0 BLK'6. 6TWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE 5TUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 0/2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTNGE 1=GTOR = 1.0 INTERNAL PRESSURE GOE1=E I G I ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61NEERING. EXTERIOR 4 SHEAR WALL SHEATHING SPEC I 1 I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2J/2"xO.131 " NAILS ® 6" O.G. ALONG PANEL ED6E5 AND 1211 o.C. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2J/211x0.131" NAILS @ 3" o.G. ALON6 PANEL E06E5 AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED W/ 'xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E1?6E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITEGTURAL PRANINC75 FOR ADO'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALLS ARE CONSIDERED 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 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3We, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL �32" THICK, APA RATED 5HEATHIN6 .�Wb EXP05URE 1 055 OR PLYWOOD PER AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pressures 140 MPH Nind Zone Exl2o5ure B®® OPENIN6 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-2(o.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +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 CD End 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). OPressures charted here are allowable pressures and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6. • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6 TRU55ES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 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/ SIMPSON VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I " GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LED6ER FASTENED TO FRAMING W/(2) 3"xO.131" NAILS 0 16" O.G. UPL I I`T CONNECTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51116LE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOA05 5HOWN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •- - m - - -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = l P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS t DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ®6UARD5/HANDRAILS = 50 P5F ®GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEE0 $ EXPOSURE AS L15TED R15K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD t (1)2x KIN6 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 $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3'W.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/I6" 056 FASTENED W/ 2Y2"xO.131" NAILS @ 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"0 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"xO.131" NAILS o 8" O/G OR 2 ROW5 Y4"x-51'2" 51 MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 16" GIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T' BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 ® 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NEO BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO GONGRETE SLAB W(3) 3/b" DIA. x 5Y2" LON6 TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS W/ (2) 5'W.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. Seh� 7 824 •.• •• *-. No - •cr •. • of i W': .00 ,S/ O N N\ © copyright : MUL��K� 2Q2i Structy� ginlrik Inc. aCD Z JLU W W Z CJ Z w J a d Z= Q� U It A C oc UJ 3: IC >� Ja - � ®o z W G :s Y y LY m _ Z N oe M a F1 M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB BC 09-20-2 1 REVISIONS: date: initial: 11/22/2021 Dip, AWATfiC7WAL tMw511oN5 W I-- O Z J d H U I -- sheet: W Q 2 0 W 2 SM0.0 < Q 0 J U_ 0 0 0 t- ej I• 0 N M 0 • I5'_0" 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE 2 5D- -----4 0�_8�� i o 3 J2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) w/ 6x6-W1.4xNI.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N 501L. q I 2 HVAG 5D-I I 5D-Ir UNIT 35'-0" 2'_0" � N w D- a 15D- 3 " 5T `0..�- • 1 REMINER I Is • • 10'-0" • I B FRENCH DOOR I • RECE55 PER • I MANUFAGTURER5 $ INSTRUGTION I I •I NOTE: REFER TO BLOCK I • PLAN FOR ALL DOWEL LOCATION DIMEN51ON5. I I • I• I I •I I I ' I I I. •I � � I I � 17 i-0" 5D-I10 • I--------3y2��5TEP ---- —L 3 y2" STEP --j QCI W . • 4 I 6 5D-I I I 6ARA6E 5LAB: 3 %2" GONG. 5LA13 ON 6RADE ( L • I (2500 P51 MIN.) w/ 6x6-WI.4xNI.4 I MESH OR FIBER MESH OVER 6 I • • • MIL. POLY ON q5% GOMPAGTED I • FILL OR VIR61N 501L. I W • I I I I — — — — — — — — — — — — — J I v SD -I 2 5D-1 5 0 5D-I c� LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • - -_.__-INDIGATE5 I/S"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HAN6ER INDIGATE5 POST ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: .7 • v y � 'r 7 4 = • • Cr \ p •. 0 �4#08N A'�"t�� q q © copyright : MULHERN & Structural En m ering, nc. 0 CD Z LU W W Z c C7Cn z W 0— J � Q Z= Q U � Q W~ �� '> cn a E J� Q� Z W vo 0 y W m 4N c r, o. M&K project number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date: 09-20-21 rREVISIONS: te: initial: /22/2021 DJR sheet: 35'-0 5'-0" 11.4"I, 10'-0" SLAB PLAN SCALE: 1/4"=1'-O" (22x54 SHEET) SCALE: 1/8"=1'-O" (IIxI1 SHEET) Fm i,10 i 5-7 I 0 I r— O I r t— LEGEND • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERERAMIN6 •------- --- — INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE ID (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NRY LINTEL DETA I L5 REINFORGEMENT MARK DE5I67NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I 8F8-0B/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 MB-3 8F16-I13/IT (1) #5 (1) #5 M13-4 8RFI4-15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REGMIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 50HE000LE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOI R5E/BOPlD I I '+� MIN. (U GOURSFJBOND L4J I BEAM ABOVE LINTEL i L4J i BEAM ABOVE LINTEL 6ROUT 6ROrr BOTTOM REINF. I QQ I PRECAST LINTEL W PRECAST LINTEL W/ i - EMBEDDED REINF. #-tL EMBEDDED REW MB-1 MB-2 _- I L4J+ �- TOP COURSE, IF Fn I L4J+t— TOP COURSE 1F 1 I REQ'D PER ARCH. I I REQb PER ARCH. L ---I TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQD 6ROVr C7im _ BOTTOM REINP. BOTTOM REINF. MPREGA5T LINTEL W/ � A � PRECAST LINTEL w/ EMBEDDED REINF' EMBEDDED REINF. MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: %%stC��r�� .` Q�••:G E N S F•.• G s,�: • 24 : A E OF ., .�• •° © copyright :Iu1R��♦ Structural Er�ng,11,41 UZI ocD Z J(3= W W Z CD z W Oa.. � V a CD Z� U_ ' Q C E Uj Q Q A Jz -0o =W 04 p o ccss�� y m ih W C N C c+� a M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: BC issue date: 09-20-22 1 REVISIONS: date: initial: 11/22/2021 Dip, ARGF M7URAL REVISIONS MB I>0<A Q � O 0 I u' LL O d • -1 � W U) LLJ MB3 v 0 r% r% 0 v1 Z 1,-411 161-011 I'-411 5'-0" I'-4" 2'-1011 3'-211 4'-0" m O Cl F+� 5LOCK PLAN SCALE: 1/4"=1'—O" (22x54 SHEET) SCALE: 1/8"=1'—O" (IlxI 1 SHEET) sheet: Fw2.0 0 REAR LANAI DROPPED BEAMS: (2)2x12 WY2" 05B/PLYWOOD M-rIAIAI M1 /"r�/n IC �l FASTEN DROPPED BEAMS TO POSTS PER DTL U/5D-2 (TYP. OF 2) I_41 U_ �oo v �+ m �Q 1 I D_ YD- >a — — — — — — — — — — — K, — -.fr- - DROPPED BEAM ;01 4x6 P05T w/ 5IMP50N Y_ ABA46Z BASE m I (TYP. OF 2) Q� I �j 5D-2 Q i i i 20 HIP 61RDER TRU55 5D-2 i I i 51 MPSON HUG412 FASTENEDBA SIMP50N TITEN SCREWS o I w I I I O, I L �= I L I VALLEY O.F. TRU55 ® 24" O.G. \ HIP 61RDER TRU55 / I \ / LU \ \ I nnorn- / / I we I I I UO °I 0 0 I I I 1 I V-2 I I I I � I I z Ou I I / QL \ z 1 � ' \ <} \ ' I HIP 61 RDER TRU55 F OIL � �- ; I L H H iij 5TRUGTURAL 6ABLE END HIP GIRDER TRUSS I II F 3 5D-2 I V-2 --------------------- ------------------------------ ti -------------------------------r -� ' I ' STRUCTURAL 6ABLE �ND HIP G I RDER TRUSS a C S LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 9` -- - -- INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD SRAM I NG PLAN SCALE: I/4"=1'-0" (22x34 SHEE SCALE: 1/8"=1'-O" (110 SHEET) ROOF FRAM I NO • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/y, EXPO51JRE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3%5"xO.113" RING 5HANK NAIL5 (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END d DRAG TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 5IMP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FA5TENED TO FRAMING w/(2) 3"0.131" NAIL5 ® 16" O.G. UPL I �T GONNEGTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD 5TUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL 5IMP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-ib. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWIN6 5HALL 50PER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFICATION5 AND LOAD5 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL 5TRUCTURAL NOT5 4 5CHEDULE5 ,• ?-Hit seal: .��c iv s , y • o .* _ _ * :cc - A T • of _ .•mot ## 13%b�2021 © copyright: MULHERN L Structural Engineering, Inc. 0 CD z JUj W w z_ \/ Z i z w a J a m Z= .o ao Q F- c3 . It a c E oc LUc� •� j Q + J� Q� Z Vo y Lil eco m L6 C N Inc M C L IV M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB BC 09-20.2 1 REVISIONS: date: initial: 11/22/2021 DIN, sheet: J W 0 W T Sm 1.3 _7 FILLED CELLS (SEE PLAN) @ GORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID F k - GONG. OR PAVER I DRIVEWAY r 6ARA6E WALL BEYOND z I m l 411 �(CARA6EE PLAN) AB I6"x8" THIGKENI E06E W/ (2) #5 GONT. 8" GMU BLOCK d 1 I I —I I I —I THICKENED EDGE @ GARACGE DOOR DETAIL d .. d. 0 6RADE _ I- m MI I I —I 1I:- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) IIIti=��1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. ' I I I I III —III —III I —I I ► (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I;, I I I I I I I I I —II I 1 FILL ®95% I 11- ' —11I.-1 MONOLITHIC FOUNDATION TH STANDARD DENSITY WI W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ,, FOOTING SECTION W/ BLOCK DETAIL SCALE: WS SCALE: WS 8" WIDE GONT. 8" GMU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ FOUNDATION DOWEL LU 6ARA6E 5LA13 MTL. THRESHOLD --� MIN. 30" GROUT CELL (SEE PLAN) SET IN SEALANT 50LID PAVERS (SEE PLANS) Q e cZ GRADE II-0 11-1 I I —_I I I I —_I 11 arl I IE 1 I I 1-111 -1 111—i l ` d° e °1 II I I -I m I-1 m =1I— 111y1) #5 DOWEL W/ 6" HOOK AT _ II— 1=III—I ALL VERT. WALL REINF. III=1 I I=III — III1 I (5EE PLANS FOR LOCATION) I �=III—III—III=1 - GLEAN GOMPAGTED FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 CONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS G�R�rGE CURB DET,�IL SCALE: Nr5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) PER MANUF. —11MI1 I 1=111= �' d s I I III —III —III— 1=—► I —I I I —I 11=1 I I- ' —III —II —III —III —I I I- -I 11= `' I=1 I e 1=1 I I=1 I I- _ m III I I d 1=1 I I —I 11= m y —III � I I I I —III —III I I I I—MONOLITHIC GLEAN COMPACTED " III —1 1= I I' FOUNDATION W/ (2) #5 GONT ON CHAIRS FILL ® 95% STANDARD WI TH DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG 4 56D POURED 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) I- • III-III=III=1 ' I MI I MI I I —I I I —I I I - I I --I I IIIIII-1I11=1II- e d a e I1=1II-1I1- 1111�� "'—"'—" "— MONOLITHIC 1, II I II i flff` 111"11 I I_"T GLEAN COMPACTED 11 I— FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'4' WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS DENTRY DOOR DET�rIL SCALE: Hr5 ATIO/PORGH/LANAI SLAB (SEE PLAN) i—iii—Ti—iii—iil 8"x8" THICKENED - SLAB W/ (1) #5 GONT CKENED EDGE DETAIL DZIZI : 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) ;;TV I I_e1 � i EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PW 11= 1) #5 DOWEL W/ 6" HOOK AT I11=111- ALL VERT. WALL REINF. ' I I I I—III—III-1 I 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED =1 1111 I I III I I I I I I I,, I FILL A 615% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS )'2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP r£ I T. BOT. a d e (2) #55 CONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 67ARA6E STEP DOWN DETAIL SCALE: WIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID zX x dJ BADE I II --I 11-117111- z ' PVC CHASE SLEEVE TO BE ' I-� III —III a . III—III=1 TWIGE THE DIAMETER OF O (I� III=1 I I—= =—I 11=_I I PROTECTED PIPE GLEAN COMPACTED FILL ® 415%—11I.-1 MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'4' WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BARS Vr rs Ad • e111�1-. e° II III- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) seal: �.��. F ' Cr *� �. :w of : to z -o • g �'• �.r' •:° � 0 © copyright : MULQE VL� Structural ring, Inc. 0 CD Z JLU w w Z CD o rn z Z w C<1_ J i � Q Z= F— U c � A � 0- tm UJI— cn i2 a) •5 � : °O E J� Q. N� W Y CP e Co LU m C N cc ch o. IV 41 M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09.20-2 1 REVISIONS: date: initial: 1/22/2021 DJR sheet: J W o 00 U. wM W 4J� J I.La < U = O Cf) Z J J SCALE: WS SDm 1 FA5TEN ROOF 5HEATHING TO FA5GIA WITH 2 %NO.113" RING SHANK NAIL5 ® ® 6" O.G. w I X 2xb FA5GIA -5EE ARCH 8" GMU BOND BEAM N/ (1) #5 GONT.. 8" REINF. GMU NALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM wo (1) #5 BAR5 CONT. - 8 REINF. GMU WALL -5EE PLAN FOR VERT, 4 HORZ.,REINF. 5PEG5 PROVIDE SOLID SHIM BETH'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2' FROM CONNECTOR. NHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT HALL REINF. TO EXTEND INTO BOND BEAM I SECTION - i 5HANK HIP G.T. 2x4 FLAT BLOCKING ® 16" o.c. FA5TENED TO BOND BM. w/Y4" DIA. x'4" TAPGON ROOF TRUSSES -5EE PLAN - (2)3 Y2NO.I31" 2x4 @ I6"o.c. FASTENED TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. FA5TEN SHEATHING TO 2x4 BLOGKIN6 w/ 2 3/8"x0.113" FTOENAIL5 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" RING SHANK NAIL5 ® 4"O.G. EACH END '-MAXTI 1 1 2'-0" MIN GABLE END VERTICAL NEB REINFORGIN6 A5 REQURIED ROOF 5HTG I i i (4) 3Y4"x0.131" BY TRU55 MANUF. SHALL BE NAIL5 2x8 P.T. PLATE FA5TENED3-E GONT. 24" MIN TO BOND BM. N/Y2" DIA.ONTO ROOF ANCHOR BOLTS ® 32" O.G KITH T (MIN.) EMBEDMENT. EXTERIOR 5HEATHING ED6 NAILING - 2 Y2NO.131" NAIL ® 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. 51LL PLATE w/ YW DIA. 4Y2" LONG 505 5GREN5 ® 16" o.c. 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 4E PROVIDE M015-TURE X. SPACED ®4'-D" O.G. MAFIR O.G. IN FIF (3) BAYS OF BARRIER PLATE BELOW FA5TEN 2x4 TO 'T' w/ 3Y4NO.131" RUST FI RQOF TRUSSES -GUT TO FIT HOOD MEMBER5 ON GMU (PER TRU55 MANUF.) NAILS ®12" O.G. TIGHT BETWEEN TRU55 BOTTOI (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND „ 8 GMU BOND BEAM w/ 4 -I OR SHORTER) SILL PLATE (I) #5 BAR GONT. FADRYWALL TO 8 REINF. GMU WALL VERT WALL REINF. TO BLOGKIN6 w/ 5GREN5 /NAIL5 ®6" O.G. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 SECTION 2 SCALE: 8/4"=1'-0" r krr Li --- t- 5HTG. TO HIP .113" RING 6" O.G. VALLEY 5ET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JAGK TRU55E5 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI FA5TEN BOTTOM CHORD OF 6.MTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8 GMU BOND BEAM w/--/ H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BAR5 GONT. (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM SECTION I HORZ. REINF. 5PEG5 I 4'=1'-0' BOND -BEAM - _,___-GONTIN. PREGA5T HEADER---' 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW 51LL, OR EQUIV. - GA5T-GRETE WINDOW 51LL, OR EQUIV. - DOUBLE WINDOW L MASONRY PIER DET, L SCALE: NT5 TRIPLE WINDOW SIM. BY HINDOH/DOOR MANUFACTURER TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. NOTES: PROVIDE 50LID SHIM BETH'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHING TO FA5GIA WITH 2 %NO.113" RING SHANK NAIL5 ® 6" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. SEGTIDN 5EE UPLIFT CONNECTOR SCHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ HALL w/ (1) #5 BENT DOWEL w/ 24" LE65 5EE UPLIFT CONNECTOR - 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM N/ (1) #5 GONT. 8" REINF. GMU NALL - -5EE PLAN FOR VERT. HORZ. REINF. 5PEG5 TRU55 OVERFRAMIN6 PER PLAN SECTION 20 SCALE: 3/4"=1'-0' PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT HALL REINF. TO EXTEND INTO BOND BEAM (1) #5 IN BOND BEAM -_T -�K__d--- --- LU ALL LAP51NMA50NRY25" ----------- } PREGA5T LINTEL, 5EE PLAN RUNNING BAR I FOR 5PEGIFIGATION w VERTICAL REINFORCEMENT PER tY PLAN MAIN ROOF SHEATHINGCl I (I) #5 VERTICAL IN GROUT FILLED CELL 4xb P.T. (IF PROVIDE (I) REOV PER PLAN) P05T 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN ilk END LENGTH #5 BENT CORNER BAR DROPPED MGROUTED CELL BEAMS MAIN ROOF TR!1555 PER PLAN I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF HINDOW/DOOR, FA5TEN BUCK TO MASONRY N/ (1) ROW OF Wc,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED N/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF HINDOH/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK N/ (2) ROH5 OF 2Y2'x0.131" NAIL5 ® 16" O.G. FA5TEN HINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. H WI NDONDOOR BUCK DETAIL SCALE: NTS TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NITS 2x6x12" OR 2X8XI2"P.T. CENTER BUCK NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTE5 PERT. RE 1 NFORC I NG DETA I L SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU T11; BLOCK #5 VERT. BAR TO BE 3/e" DIA. ANCHOR DRILL 6" INTO EX15T'G LOCATED PER PLAN SLAB, EPDXY DRIVE IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I mo 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER - PROVIDE (5) 3/e' DIA. J-BOLT W/ 5 Y2 GRADE _ EMBEDMENT AT EACH DOOR BRACKET, -) I Ml � M EACH 51DE OF DOOR. PROVIDE I Y2"xAr,"I- THICK HA5HER H/ EACH ANCHOR 05T BOLT -I I I - TO BE 8" MAX ASV. CURB REST EQUALLY=� 5PAGED APPROXIMATELY 24" O.G) - START BOLTS AFTER GARAGE CURB 0" MAX.) GR GE DOOR BUCK DET� I L K SCALE: Nrs • . <. . �� a 4 •� � �MI 11 I I -I 11=1=1 I-1 1 a III -III -I � � f~�1 III=1 11- MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED 6RADE REAR WOOD LAN, TYP. BEAM TO POST CONN. SCALE: 3/4"=1'-0" p RETROFIT DETAIL I- SCALE: 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOHN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMIb TH15T 5TRAP. FASTEN 5TRAP TO GMU wl (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU w/ (3) Y4" DIA. x 3 YY LON6 TAPGON5. FASTEN BLOCKING TO ROOF TRU55E5 w/ (2) 3)'4"xO.131" NAIL5 ® EA. END. LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I F I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLAN5. I ("GUT") ON THE PLAN5. ABC O •* . ♦c : ♦c : cr :W ro SATE OF '? %% S/ ONPA- copyright : MULHER 20G� Structural er!t I Q.a Z JCC W W Dz CD i z w a Q °D Z= U_ 19t Q C E UJf- b a� f/3 j J'= ) Z vo W 15 OP p o Com W N oC c+o M M&K project number: 068-200 1 1 project mgr: .J S B drawn by B C issue date: 09-20_2 `[ REVISIONS: date: initial: 1/22/2021 DJR sheet: SD-2 ..a f!•.. C PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE GONSTRUGTION, WITH ROOF TRU55E5 5PAGE1? NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD 13RAGIN6: TOP GHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MW FOR BRACING DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRA►NT. a. 'V OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGES (REFERENCE BG51-133 F16URE5 133-18 d B3-19). SHOP APPLIED REINFORCEMENT PER BG51-63 F16URE5 53-22 d BG-23 15 ACCEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF qO% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.13lx3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFISURED ROOF TRU55E5 AL16N, GONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGES. • GONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) ►bd GUN NAILS (0.1310 1/2"). • GONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER rE MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/056 A I ROOF 5HEATHIN6 GOMPRE55ION WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE .............. ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAW N(55 . FOR LOGATIONS) 2x 5TRON66AGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGR055 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 SHOWN 6WB GEILIN6 SEGTION B-B ALTE MAM WHW ► HM (3) OR HOW 5"LAR TRUSSES ARE SROWW WEB MEMBER REQUIRING B Z BRAGIN6 A5 INDICATED BY �-, TRU55 MANUFACTURER 2x 5TRON65AGK 2x 5TRON6BAGK5 MAY BE (NOT REQ D FOR INSTALLED FOR GONSTRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD MOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B DIREGT-APPLIED \-'L' OR 'T' BRACING A 6161113 GEILIN6 WEBS DE516NATED BY TRU55 MANUR TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I N6 PETA I L5 4 NOTES J �G4 COMPONENT ff GLADDIN6 PRE55URE ZONES Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE5Q HT: 25 FT. (�F) (F`5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 200 TO 210 2e +14.9 -36.8 0 +14.61 -36.8 OI +14.G -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (6ABLE) 20• TO 27" O +14.9 -45.1 O +14A -53.6 O +21.2 -22A WALLS O5 +21.2 -28.3 NOTE:Pre55ures charted here are allowable pressures and are permitted to be converted per ASGE -7-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 p5f (off. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. % �� L'1 • • • ._ V� ��' seal ' r :LU- r E - of © copyright ; MULHERN &4R71P' 30 Z021 Structural Engineering, Inc. CD Z J� W W Z c CD °' .- Z W J Z= .a Q� U A � 4 W v� G •� j M E J r= Q o a W p c 0 W o to y m L6 W OC cc fo n 7 M&K project number: 068-2001 1 project mgr: J s B drawn by: BC issue date: 09-20-21 REVISIONS: date: initial: 11/22/2021 DJR WALE: NONE DIRECT APPLI® GEILIN6 t ul J � T�T T W Q W Q Q 0 0 J LL 2 LLd Ld i V 0 d 0 Z J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU 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. sheet: PBSBw 1