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HomeMy WebLinkAbout7028 Shelby Lynn Way�m m 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 Q ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAt�E DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q 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. I CANTILEVER PC PRECAST CLG. CEILING PD PULL-POCKEDTOWN AIR CM CROWN MOLDING PKT 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 RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL - W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB TM � vn an Ion C c) m r) -i -)nies 111% A LLC vv iviaLavvai i nUau Matawan, NJ 07747 (732) 383-2200 THE ASHMERE ELEVATION "B" 7028 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 087 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 AREATABULATION. 0 F "B" I 1 ST FLR A/C 1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2002 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 wP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS lvpt NV OF 00 Q S `RP I0 n I q ml s !r W � zo= o �,. W Lu z 0 >Ir¢0 uj Z) nUwW c ¢Z)w� � �crIt Y 0 F- Z ,bLL00cn zzz�< CD z lYLLJ J Q J :r 0- 0- j L 0O 0 ��azo ON $� 0 0 A � U 000 �w 0 w x _ w cn w a w w O U) IN< u O_ E I U) W 0 z Z 0 � O WZ aaaaa �t C 2 3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/20/21 SHEET cs it 19 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM F THE FLIGHT. HANDRAIL END HALL BE RETURNED R HALL TERMINATE IN NEWEL POSTS R O G S SO SOS S O FLASHINGS HALL BE USED T SEAL ROOFING WH RE THE SYSTEM IS INTERRUPTED OR S NGS S US O S 00 G E S S 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 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: E R903.2.1 LOCATIONS P NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2TURNOUT THE USE OF A VOLUTE,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED ALL AN ROOF INTERSECTIONS,WHEREVER THERE IS A CHANGE IN FLASHINGS SHALL BE INSTALLED AT W D 00 WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.5 GLAZING AND WET SURFACES , , 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 DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION 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 THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT 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 TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: 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 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT T 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 D T 1 4 INCHES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NO LESS THAN 1 / C S - FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF TO A NAILABLE DECK WITH CORROSION RESISTANT FASTE S 0 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: GYPSUM BOARD. GUARDS 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL 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 R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING 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 SURFACESINCLUDING 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. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR 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. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 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 o 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 R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 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 Ml506.3. 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. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DU`'''T LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THECLEAROFN WALL COVERING: MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4 INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4 INCH (19.1 MM) SHALL T THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, S O THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL IC DETERMINED BY THE DRYER THE SIZE A 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. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS 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 ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS 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 COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT 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 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 THANN 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS 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 UNDATION INSPECTION OE MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE AOFOU FOUNDATION SURVEYSHALL E PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED 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 WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 SHALL EXTEND EXTERIOR FINISHES: 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. 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. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT 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. 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. AA 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 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 5. 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 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. cm x Lu W z o wOLu ZO >cr: QO WclF- u)cr Lij 5 cr !Y �zZFW z Q � W = cr _jc)000 �2ZLLU) F- Q Z C] a c) (� n F_ �i Q w 0 O l� V 0 0 w O w u w w O_ w cn W cn o� cn o wzaaaaa ®®� Fie 7..+m �f S- 0L 3 2p2 W `� LINK T'CA'9: A SPRINGS PLAN # 6100 RELEASED: 10/20/21 SHEET CS2 F 1-lit o 00 Q o -91 2 - A5.1 m U Lo N 35'-0" 8' 011 121-011 151-011 611 1 1 1-011 ' ol STUCCO WRAPPED ---BEAM @T-8" ---- w STUCCO WRAPPED a 1 a- = cp 4X6 POSTS w A5.1 LANAI cc p 8'-8" CLG. Q m MOISTURE RESISTANT o U w co DRYWALL CLG. n m 7'-8" 8'-8" cn 13'-411 5'-411 *35 SH 35 SH 54"X63" EGRESS 4'-4211 M XFER GRILL 15-10" 2 ��� �s8 131 -5211 C.L. - 1 OWNER'S = 1, 1 r SUITE R&S -m 8'-8" CLG. _ N GREAT SHEL ;SHELVES N r ROOM 8'-8" CLG. - co Z!J "' ' PTRY 11 N 8'-8" CL 51 -1 N N r� 3111 m - ° ;N RK z - - i^. t..}>, .. >,•,..ia � r..t �::;1, 1.-.,.•., Sl.i 't W,h .'x\:rz.t,.t;1i, `• rY. i' ..i^rr� -•5^F '. r 2868 C W/ LINE OF 2" -1 IH O r co SELF CLOSER CONC. CURB N 00 ENTRY 1 co 8'-8" CLGT8- 1/2" WALL _ _ _ 21_011 BEDROOM 2 BOARD ON 1 22" X 54" BOLLARD PER " 811 GARAGE SIDE PROVIDE ATTIC ACCESS i L---� COMMUNITY -011INSULATION ------101-01141 17- -411 SPECS AS REQ'D _FLAT SOFFIT AT T-4" "25 SH -' 37"X63" EGRESS Tom; 2 CAR o GARAGE N 8'-8" CLG. 1/2" CEILING BOARD ABOVE _ F�\----------------------------------------'1 N I �xi ' � I 16070 GARAGE DOOR loll 4' 011 61 011 1 11 10 -0, 1 11 4 1 11 _4 1 1110 161-011 1 11 -4 11 -4 1 11 5 -0 18 -8 351-011 1 A5.1 RST FLOOR PLAN (D=F' SCALE. 1 /4"=1'-0" 3-SIDED ACRYLIC SURROUND U) U) w w X n co I O I CV N O O LEGEND SYMBOLS A BUILDINGIWALL SECTION SHT MARKER INTERIOR 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 SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 101, TOP PLATE "1'2MAX.2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR 11 SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS Fn i Fn ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL o_B_-) INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. Ir LLI o��w wzom wLUz0 >oC¢O W::)C)F- CC U)UW W ¢Z)wF- _ F- > J � cc Y O F- Z �tL00� zzzP:z a: < � Wa: cc Z)2zOcU MF-< -0 1 r` N Qcc r` F— O 7 � a 0 0 0 'Z.ly r� V 0 Z Im : I 0b0 (L 00 ' O w � La U) O_ rL 0; W z z O wci z a<<1 m C� .1. :® DEC 2 3 2Ht COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:10/20121 SHEET A1*1 z D D z JJ Rm a - - - 4" WIDE STUCCO ±1 i BAND i 1 GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD 4" WIDE STUCCO. .------,�\ BAND +1 4vv 441 or 10 i i i +1 �t 4" WIDEcYi STUCCO BAND WINDOW SILL 2 WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY PAINT AND FINISH SCHEDULE /,KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 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) REAR ELEVATION SCALE:1/4"=1'-0" BLDG. HEIGHT qv 5:12 ROOF SHINGLES PER ROOF SHINGLES PER 12 0 COMMUNITY SPECS. COMMUNITY SPECS. 5 12 5 2 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. T.O. MASONRY - T.O. WINDOW 11.011 11 El _-- 4" WIDE h STUCCO BAND _ _._ ._. 4" WIDE STUCCO BAND (+1) I� *25 _ -' SH T FIN. FLOOR - - _ N 1'-4" STUCCO BAND RETURN 3068 16070 GARAGE DOOR 4" STUCCO BAND (+1) FRONT ELEVATION ®e'®tieo��na, SCALE:1/4"=1'-0" 24 N " _ a :T a ®-a ®® AT O! t m. O Fk , Y ®vmYO ter � cr- W �:0>- >c i0 WCF- (nUWW QZWF- T r Q I� cr— M Y 0 F- Z u- O O cn z z F— W _ WaQErCL mU)— 00 �=zLLCn �I—az� n a� c c 0 Q Vt o O U o w w 0 4* Oct z 0 w lz w Z 2 O 0 r N w C3 z Z 0 Q � o Z <11 <1 E COMMUNITY: LINKS AT CALUSA SPRINGS . PLAN # 6100 RELEASED: 10/20/21 SHEET -07 12 5 T.O. MASONRY 0o 00 00 n 0 FIN. FLOOR SCALE: 1 /4"=1'-O" RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 9„ L 9., 12 5 T.O. MASONRY 0o 0o co r` FIN FIRST FLR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) ® 0 0 J H W W Z wO H LuZO >oCQO. W 0 I- fr cnVW W QWI-- 2Ir F---�J O C= m � zzzFzW W (L T cr � 2 - Z)2zLU �I-< cz � Q Z H Vl 0 Z o 0 U o W 00 W i�i 4* w o _ U) w w w 2 X U) 0 ul W N Z O d U) [a �Z Qaaaa DEC 2 3 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:10/20/21 SHEET A2.2 w r*' 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 NOTE: PROVIDE FLASHING AT ALL ROOF VALLEY AND ROOF/ WALL INTERSECTIONS w,`ae®aaeaao�� 24 ® N y AT OF s'&ALA"' It W �-_r wz0� wLz0 > cr < 0 WZ)C)I— �Uw o QIwF' = > J Imo-- cr YO1­-Z �LL.00(n Z Z Z ~ Z J Q 2 J ul cc �2ZLLW ��-Q?o ^ Q n rt- �r QO O H 0 Q � a Im N O 00 o 0 w w w 7 x U) 0 t U) W 0 z Z O� o wZ aaaaa DEC 2 3 202 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/20/21 SHEET A391 0 T.O. MASONRY T.O. WINDOW FIN._FLR.____ __ 0 m ll/1/lC OLJlKirli CO Mr!M /ll1RARAl 10.11T\/ 4 A5.1 A5.1 , BUILDING SECTION SCALE: 1/4"=1'-0" 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i 12 I 12 5 PRE-ENGINEERED ROOF TRUSSES _JI Jf 5 SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY CALCS, TYP: xxxx -X-X)Qw xxx�i�� T.O. MASONRY BEDROOM 2 FOYER LNDY. BEDROOM 3 T.o. WINDOW , BUILDING SECTION SCALE: 1 /4"=1'-0" FTOM OF LINTEL "-4" A.F.F. Ir Lu LLJz0a: O>- 5; cc o W❑I- cAUWW Q�wI— _ > J O O o U5 Z Z z F-- Z JLy Q J W(__a— �U)❑OU ❑ = Z IL cA �I—QZ❑ QQ cz ON h Q C) Z Fa— O O O j� V U) 0 Z O �y 00 4* w O w Z w A U v< M O_ E U U) W O 4 U 0 'o.4c :-.,,,DEC 2 3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:10/20/21 SHEET 10 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 TOP OF C.M.U. (REFER TO ELEV.) INSULATION AST/ 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" 1-STORY - MASONRY WALL ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF � PLAN PRE-ENGINEERED ROOF , pLgN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. \ , HURRICANE STRAP EACH END HURRICANE STRAP EACH END \' OF TRUSS - REFER TO , OF TRUSS - REFER TO 0 0 0 0 n, (c)Z STRUCTURAL. STRUCTURAL. iD OL TOP OF C.M.U. dk TOP OF C.M.U. (REFER TO ELEV.) I I ' (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ----- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER 1x PT DRAPE BLKG MANUF. SPECS (g" TYPE `X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN q PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. BASE BOARD PRECAST WIN. SILL I 1 II 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/ "'GYPSUM BOARD ELECTRIC METER - LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND GYPSUM BOARD z 3 _1/2" g cc GARAGE °- ELECTRICAL PANEL N il) is CV CONCRETE CURB REFER TO PLANS GYPSUM BOARD g' GYPSUM — BOARD NICHE FOR — ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR CMU BLOCK WALL CONCRETE — CURB REFER TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE DIMENSIONS PRIOR TO �t } i `> "4c }r SLAB ON CONSTRUCTION. GRADE l . ... GRADE AT ... .. _ .. GARAGE EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4„ SPECS PLANSOIL 0'-01, SLOPEIT SLOPE FIN. FL. FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I i I I I I I I I i I I I I L J -----I z a � w IV I I I I I I I I I I I I I I I I I I I I I I LIE CV C7 00, <V co :1E ----- JL_1L hLVUFI ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ���IC�u65�ay, a 14O ® e ® B •'a OF cl Y ._ IY W } 2 rr- Lu �p>_l=- WWzO > oC Q 0 cAVWw < Z) 2 > Q �101-z �LLOO(f) z z z F- _Z w J Q 2 J WO..=Ira U) ❑ O U �2zU-U) � F- Q z ❑ ON g o 2 F-- 0 0 0 r� V cn 0 p I� 00 U 4*w 1--" cn 0 0-i w z cn O r_ IL U) W O uj E- G z aaa�a �r cr Q i I COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 1 RELEASED: 10/20/21 SHEET A5*2 J n u C L u 0 u 5 C L 0 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) 0 "L" FLASHING SCALE: N.T.S. �z J m in W •— 'VOOD SHEATHING 10 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER I ETAL LATH AP WRB & TAPE OVER ROOF/WALL )CREED ,X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, 4STALL 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 SHEATHir BARRICADE PLUS WF (OR APPROVED EQUA 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 COE CAP SHINGLE DO NOT NAIL, INSTAI WITH ROOF CEME� ROOF CEMEP SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. i 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z_ .13, rzw-lsw FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 O ©© FOLD @ 77° 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 M FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 . 7 S? 4 ®moo % 'Ni ®� 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 Ir w } = IY } H c >r<0 W �C)I— U) 3: w Q Z) Lu _ � > J �1 0 — z '6IL00cn z z z w w�=tra �v)0OU Z2zILL cn �I—¢zo ccC cn NJ 0 w v A 0 I z N � LLO 0O a w w w 2 1--" x 0 U U) w 0 U) z O d [a � Z I<QQQQ Ii DEC 2JMI COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/20/21 SHEET wpoo 0 0 I 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. I BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE iI ELECTRICAL RISER DIAGRAM NOT TO SCALE 3-BULB A/C 7 DISCONNECT / rl \ FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" ELECTRICAL METER (V.I.F.) IRRIGATION TIMER ELECTRICAL KEY { DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUSTFAN 0 EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) om ELECTRIC METER s ELECTRIC PANEL _jmj__ DISCONNECT SWITCH Q JUNCTION BOX �-� STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE !r W Wz0= O F- >oCQO WOF- 0� III U) 3: w Q�W� 2Ir � J Ir Y O F- Z �u-00Cf) Z Z z F- Z_ CC J Q 2 J W =IrC- _jU)000 = z IL U) �F-QZD Cz O g� �i H z Q a, w 00 w 0 �.._� 0 w LL. w J.W 2 cn W Cn "NEW u O_ OC U) W Z O d � [a Z a a C a a COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:10I20121 SHEET Y -II.Ldis Ulft �,.:i. ':I'.i I,. rt MECH 0 0 HALL o BATH ! ! I I 00 I I I ----� HALL _ L BEDROOM 2 ft LANAI FOYER ENTRY I I I I I I 'PTRY 9'-11 " 21-3211 2�- � I I I A. I 18'-111 CL WH O 11'-3 " 2 CAR GARAGE �- -- _________________________----_ -------- � 1D SLAB PENETRATION PLAN SCALE: NTS I 1 in N ro T Mo ` , T T 1 O M +-Icv r� Lo m W �OOF- >ora0 W:DC)F- < Lu W q J U) W — �irfrcr- V O F- z �u_00� ZZ F-z w J Q � J W -=ccC- OU)pOU _3 = z u_ cn �F-QZD O N it n � O O g 0 Z 0 0 U Z 0 LLA 00 4* L 1 o w w w w (L w Im X U) N< U) O [L tn W �w z 08 V � o lzZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 10/20/21 SHEET p 1 0 O 0 MASONRY LINTEL ASSEMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOUR5E/BONO i iLq� MIN. (1) GOUR5F_/BOND 1 1 BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PREGA5T LINTEL r+/ � Q � PREGA5T LINTEL w/ MB-I EMBEDDED REINF. M �B-2 EMBEDDED REINF. -I � TOP COURSE, IF. TOP 'D COURSE, IF REQPER ARCH. I LQJ I m I L4J I 1 I REQV PER ARCH. � --� TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'O f GROUT C-ROUT BOTTOM REINF. BOTTOM REINF. -- PREGAST LINTEL W/ EMBEDDED REINF. PREGA5T LINTEL w/ SzR� f� EMBEDDED REINF. 1aj MB-3 ry MB-4 MA50NRY LINTEL PETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT M13-1 8F8-OB/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 MB-3 8F16-I5/IT (1) #5 (1) #5 MB 4 SRF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. SHORE FILLET) LINTELS AS REGURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, Fy=bO k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T I NVEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB56-1 STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2 • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RESI5TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: Pc. = 2,500 P51:....... FOOTIN65 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 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 GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501 L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE *MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORE5 (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 5" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (I) #5 BAR GROUTED SOLID 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 6-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES A5 POSSIBLE 0:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEGI�IGATION5 (T1'P. U.N.O.) DESCRIPTION OF BLD6, ELEMENT 3x0.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5T/BLK'G. (5) NAILS @ 4" o.G. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS @ 6" o.c.• BLK6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.G. NAILS @ 16" o.c: DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE g) NAILS IN LAPPED AREA (IU NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTERSECTING HALLS (2) NAIL5 (2) NAILS • 2'2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE + ARE SHOWN) THIS MODEL HAS BEEN DES 16NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DES 16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGLOSED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUGTURAL EN6INEERIN6. EXTERIOR 4 5HEAR WALL 5HEATH I NG 5PEG I r-I GATI ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2V211xO.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 1211 o.6. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2J2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 1211 o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR OSB FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR HALLS 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 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITEGTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THIGK, APA RATED SHEATHING �W6 EXP05URE 105E OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window i Door Alloviable Mind Pre55ure5 140 MPH Wind Zone Ex o5ure e" OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +15.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.l P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.g PSF +21.4 PSF/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O PSF/-25A P5F 100 SOFT. +18.0 P5F/-lq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 PSF +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined o5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate Pre55ure5. Divide allowable pressures above by o factor of 0.6 for ult. prer,5ureS. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (RSR5-01 OR EQUIV.) @ 6" O.G. AT PANEL EDGE5 4 @ 6" O.G. IN FIELD. FASTEN SHEATHING TB GABLE END 4 DRAG TRUS5E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS @ 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING 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 PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G. UFL I FT GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15, SIMPSON H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLU5H 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r-.7.-.-:71 • I: :I EXTENT OF OVERFRAMIN6 •- - - INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOT)=5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL 5TRUGTURAL NOTE5 • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 PSF @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE AS L15TED RISK GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x SPF#2 OR 5YP#2 @ Koff O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD 5TUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS 5PAGED @ 16' O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK 5TUD5 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 BEAM5 4 HEADERS W/ 34ZOW5 OF 3"xO.131" NAILS @ 12" O.G. STAGGERED. 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 P05T5 W/ 3"xO.131" NAILS @ 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^(b psi + FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2" SIMP50N SD5 SGREW5 (OR 3Y2" TRUSSLOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. + FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"x6" 51MP50N 5D5 5GREW5 (OR 6 %" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. + ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 @ 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal,`o��� No „. AT 0 F ��111BI�i © copyright : MULHE LPG Structur a g, Inc. =CD z Z J� W LU Z z z �w J Q Z F- U W� J Jz W H W 0 rn Cl- aEj n C� 'o m � � E < -tea �o Y 2 coo m L6 o •- N M a M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DR 10-20-21 REVISIONS: date: initial: 12/08/2021 DR FREICH DOOR Rev%10N5 sheet: J W 2 0 W 2 Q SW0.0 Q_ 0 LL R1 1381�4 F C 55'-0" 8'-0" 12'-0" 3 Y2" GONG. SLAB ON 6RADE (2500 P51 r �� MIN.) W 6x6-N1.4xN1.4 I w MESH OR FIBER MESH 0 ON q59 GOMPAGTED I Lu o FILL OR VIR61N SOIL. I HVAG 2 I q 7 UNIT 5D-I SD -I 3 /2'STEP SD o O N 5'-0" 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW GRADE 2 SD -I • • . • . . t • { 10'-0" # 6'-4" 18'-8" I ' I FRENCH DOOR REGE55 PER MANUFACTURERS IN5TRUGTION I I • I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL i LOCATION DIMENSIONS. I � , • 5 SD- I' I1-011 I 6 I 4 5D-I I I 5D 6ARA6E SLAB 3 /2" GONG. SLAB ON 6RADE (2500 P51 MIN.)Iw/ 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 • I MIL. POLY ON 115% GOMPAGTED FILL OR VIR61N SOIL. SD -I Cz I I N � I • a_ L----------- ----J .• I •• 5D- 10'-0 1'-4" 5'-0" 35'-0 11 2 5D- I 5 SD -I I U- m 0 0 r— AWE! W LECvIEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: • : : I EXTENT OF OVERFRAMIN6 • -- _ —INDIGATE5 I/S"A" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES seal' 4 ® N 77 24 o S� T o All© ly copyright : MULHERN IS KULP Structural Engineering, Inc. a IUD z Z J� LJJ LU z o z LJJ J Q Z ag U t CZ- �_ C E b a� mE = a Jz '2o W -Q CP o4 CO y M L6 W C N cc o. IV Ir M&K project number: 068-2001 1 project mgr; J,SB drawn by; DR issue date; `I 0-20-2 `I REVISIONS: date: initial: sheet; 4 a 0 J ,--i LL W U) Q z 0 a a a W � a CID (n � H oz J J SCALE: 1/4"=1'-0'i (22x54 5HEET) SCALE: I/8"=1'-O" (IlxI1 SHEET) FORM 5 Fm I e0 C:l 29 10 is 351-011 00 31_211 41_/ 11 21— ij`Y /11 / i 1_411 41_511 �j 1-511 41_( 11 i 51_ ij 11 le AALZ I AACD I RAM 1 0 I r O I f 1 O I r O I r— LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r7.7.7.7..-1 • I: :I EXTENT OF OVERFRAMIN6 •-- — —------INDICATE5 1/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-06IOT ----- ----- MB-2 81`8-I15/0T ----- (1) #5 MB-3 SFI6-IB/IT (I) #5 (1) #5 MB-4 6RF14-I15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 W 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EM5L I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADO'L INFO ii--� LQJ+I— MIN. (1) GOUIZSF/BOND i L.Q MIN. (U GOURSE/BOND I I BEAM ABOVE LINTEL I i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. a PRECA5T LINTEL w/ PREGA5T LINTEL w/ EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 rr--T i i I TOP COURSE, IF I i TOP COURSE, IF I LQJ 1 ire U I LQJ I REQ'D PER ARCH. I READ PER ARCH. L --J TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. 09 REINF. A5 REQV GROUT GROUT BOTTOM REINF. w.. BOTTOM REINF. PREGAST LINTEL w/ I , I PREGA5T LINTEL W BEDDED REINF. EMBEDDED REINF. o MB-3 MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: loogJo 4 , ® OF :✓ AT v © capyrijk- fkyER91.� QLfA �G? prn?sfing1,inc z JL w w Z c CD z w oa.. J Q CD 0 Z U A x �E o� WW C =a _ � Jz >• 0o LU Y y 0 co a W C N cc M O. M&K project number: 068-2001 1 project mgr: J S B drawn by D R issue date: 1 0-20-2,1 REVISIONS: date: initial: 12/08/2021 DR 1 d Q a 0 J LL Lii I Q 0 r- z 0 a a W W W ULI � U 0 °° x < M°J 5LOOK PLAN sheet: (D SCALE: 11411=11-011 (22x34 SHEET) FORM B SCALE: I/5"=1'-0" (IlxI 1 SHEET) Fm2.0 Q a UPAC? I ANIAI r-)PnPPPn RPAMc,. S 0 O i r P Lu LL O W I LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 ••._w...- — — --INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOCKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL ED6E5 i 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51 MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. U10L I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61 RDER TRU55 BEARIN6 ON ALL 51 MPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". W HAS EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16, ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: 77 24 ® °= TAT le® lI°y� i0btsesem���e< © copyright : MULHERP� � Zoq� Structur a g, nc.L GG z _J w w Z c C7 rn w cQ.. J Q aD Z Q U c.3 oa rr W ~ :2 M E a 1— J— > 1 Q (D o Z W CC) Y ' oc�o y m tip W C N = CM M I IV M&K project number: 068-2001 1 project mgr: J S B drawn by: D R issue date: `j 0-20-2 `j REVISIONS: date: initial: 12/08/2021 DR FFO" DOOR F"SM o° I I 0 SD-2 U— 5TRUGTURAL 6ABLE END HIP 61RDER TRUSS I 'Q ,� LL ------�--- I '� W U z L SD-2 3 SD-2--------------------------------------------------------------s 'Q UJ jui L U SD-2 I U., < 1 STRUGTURAL 6ABLE END HIP GIRDER TRUSS 1 0 00 U1 -- ------ ------ ----- --- - ----- ------ ------ ----- O X-0Z x ROOF SRAM I NO PLAN SCALE: 1/4"=l'—O" (22x34 SHEE SCALE: I/8"=1'-0" (IIxl7 SHEET) FORM B sheet: SmI.3 FILLED CELLS (SEE PLAN) GONG. OR PAVER DRI VEHAY---i 16"x8" THICKER EDGE N/ (2) #5 GONT. 8" GMU BLOCK ' C7f'tKf1(7C " TOP MIEN @ CORNER F —1 6ARA6E WALL BEYOND 6ARA6E SLAB 4" L (SEE PLAN) do THICKENED EDGE 6ARA&E DOOR DETAIL SCALE: NTS 8" HIDE GONT. GONG. GURB Q (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID. z_c<c L cfJ O 6RADE � `=1 I I-1 = I=1 11= III = I) 15 DOWEL N/ 6" HOOK AT _ I I I1=1 I I —I ALL VERT. WALL REINF. 111=� I I I=1 — I I I I (SEE PLANS FOR LOCATION) ,III —I I_I—III—— GLEAN COMPACTED III =III=W FILL ®q5% NI PTH MONOLITHIC, FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS GRGE CURB D1TAIL SCALE: NT5 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) .d. 'Q o PER MANUF. III=1 I I I=1111 e III-1 I I —III I I, , ''=1I1=III-t� 1=1I I III —I I I —III —II I- ' —III —I � III —I I e a s I I=1 I I —III —I I I- �'—I 1El— 11 1 I 1=1 I — III —III— m to III I I III —III —III III- ' 11=III=III—III=III—'''— MONOLITHIC GLEAN COMPACTED I I 1-1 �- I I' FOUNDATION N/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE Q w/ (2) #5 BARS -STORY: 1'-0" HIDE N/ (2) #5 BARS EXTERIOR OUT5WIN6 4 56D POURED BILLS DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z4 '7-Y_ c5z) (3GRADE =111111-011 O -� 1=1 In d .. d ° III=1 ° I —III —III= e I � I —III —I I- ' I=III— III 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. NALL REINF. 11 III —I I —I I I--� I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED l;, l l l l l l l l l l l l l l 1 1 FILL ® 15% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS �12-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BARS FOOTING BECTI ON A/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (5EE PLAN) SET IN 5EALANT PAVERS (SEE PLANS) a r0ffi6il III 1II=III —I I I-1 11=1 I�III-1�-1 I=1 I I I- = —'' MONOLITHIC 71" I I 111 I 11' 1 1 1 I i 1—'''— GLEAN COMPACTED III — FOUNDATION H/ (2) #5 FILL ® 95% STANDARD NI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS ENTRY DOOR DET I L SCALE: NT5 3 Y2" GONG. 5l W HHF OR FIBERMESH R} OVER 6 MIL. VAPOR BARR THICKENED SLAB ® RECE55 DETAIL SCALE: NTS 8"x8" THICKENED SLAB H/ (1) #5 GON , . THICKENED EDGE DETAIL 3 SCALE: N*M 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 (5EE PLAN) 1t d ' EXP JOINT —' v m �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) . d .. d . e I —III —I °' =III=III—I _` a I I I I I lil 1 1 1 iil 111 =1Th}}L(I) #5 DOWEL H/ 6" HOOK AT _ III=III- ALL VERT. NALL REINF. III=1 I I —III —I I 111= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED =1 1I i i I I I —III —III , .I III-1I I— FILL ®a5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N/ (2) #5 GONT. ON CHAIRS ��2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS NOTES: 1. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN 3. FOLLOW MANUF. IN5TALLATION IN5TRUCTION5. FUTURE 8" GMU BLOCK DRILL 6" INTO EXIST6 I SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 50" LAP 5PL I GE I I N I I 5EE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE d GRADE _ -1 I I-1 I IIIII I l a 11 111 I I a 11= —I I—III4.I=1 I_I I I —III I I I- ,III=11'- #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL a, 1 I 1=1 -II 1=I I I I —I =III-1 11- 11=1 11= 1I 111 M 155 D DOWEL RETRC� I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROFFED 6RADE Y2" 6YP. B0. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU—Q, 5TUD PLATE TIES PER } PT BOT. PLAN o STUD TOP 4 PLT. BOT. 1 *4 4 e ° Q °d (2) #5'S GONT. N/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS 5UGH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARA6E 5TEP DOWN DETA I L SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zQ a� o RADE =1 I I=1 PVG CHASE SLEEVE TO BE '- 1=1 I 11=1 I I I TWIGE THE DIAMETER OF I —I I I —III —=1 ' I I III III=1 I I —III I —1 I I PROTECTED PIPE 11=III III —III —III- ' CLEAN GOMPAGTED FILL ® 95% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE W (2) #5 BARS I -STORY: 1'-0" HIDE H/ (2) #5 BARS GH�SE DET� I L SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER a . . P71 . I I-1 I 1 HOUSE SLAB (5EE PLAN) seal: �- � c 6 NO 8� . 7� ® 5 eo ATE OF Wit — © copyright: MUL66RA tl4lI � Structural Engineering, Inc, Z JLU w w �z o CD rn z w J a L Q ♦� Q H U C9 A � t E UJ oc =a Cz � O° j E J� ;. C o Z W V o Y CO y oCO m 6 Y.I CM o N cc r3 0. VF M&K project number: 068-2001 1 project mgr: J S B drawn by: D R issue date: `I 0-20-2 1 REVISIONS: date: initial: 12/08/2021 OR FRElilcN DOOR fWSM sheet: Cz O SDm I 'd 0 ,J LL FASTEN ROOF 5HEATHING TO FASCIA WITH 2 %"0.113" RING SHANK NAILS ® 6" O.G. Ljf 2x6 FASCIA W -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION SCALE: 3/4"=1'-0" TRU55 OVERFRAMING PER PLAN PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOGATED LE55 THAN I 2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR OOF TRUSSES GONNEGTOR X PER PLAN SPECIFICATIONS 8 GMU BOND BEAM PROVIDE M015TURE BARRIER IN (I) #5 GONT. PLATE (PER TRU55 MANUF.) EACH TRU55. 51 8" REINF. GMU WALL -SEE PLAN FOR VERT. VA VERT WALL REINF. TO 8 HORZ. REINF. SPECS EXTEND INTO BOND BEAM 20 SECTION BOND -BEAM- f-GONTIN. PREGA5T HEADER---' 8" GMU PIER ENTIRE COLUMN TO F_ I I I BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M�50NRY PIER DET� I L 5GALE: NT5 TRIPLE WINDOW SIM. 2x4 ® 16"o.c. FASTENED - TO GABLE END TRU55 w/ (20' 0.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/ Y2" PIA. ANGHOR BOLTS ® 32" O.G. WITH l" (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"xO.131" NAILS ® 6"O.G. FASTEN BOTTOM GHORD OF TRU55 TO P.T. 51LL PLATE w Y4" DIA. x3Y2" LONG 5D5 5GREW5 @ 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM "/-j (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS VALLEY SET OVERFRAMING FASTEN EACH OVERFR TRU55 TO TRU55 BELO! WITH (1) 51MP50N VTGR 24" O.G. FASTEN SHEATHING TO 2x4- BLOCKING w/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOCKING w/ (3)3 Y4"xO.I3I" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS L2x4 BRAGE w/2x4 T-BRAGE, L PROVIDE 2x4 BLOCKING @ 48 SPACED ®4 -O O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRUSS BOTTOt (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 4'-I" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKING w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS 6" O.G. 5E�U� 2 SCAL TYP I GAL OVERPRAM I NG CONNECTION DETAIL 50ALE: N.T.5. MAIN ROOF SHEATHING PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN 1 Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"0.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. ALL LAPS IN MASONRY 25" - RUNNING BAR—, #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL TYP. CORNER VERT. MLL REINFORCING DETAIL SCALE: NTS NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM EN05 AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 SPECS. MANUFACTURER W INDOW/DOOR BUCK DETAIL H ALE: NTS SECTION 3 SCALE: 3/4"=1'-0" SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 ROOF TRU5 -SEE PLAN (2)3 Yz"x0.131" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS (1) #5 IN BOND BEAM ---- ------ w 7 \_ PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN `— (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES TRE I NPORC I NG DETAIL Q=YT�;S CALE:N 4x6 P.T. P05T DROPPED BEAMS PER PLAN SHANK 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM (FU�TID/ PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, G" MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO 1205T CONN. SCALE: 3/4"=1'-0" seal: .��� c-,> *%% ® ' °, AT Of- © copyrightN 1LIiEF I K6 structural Engineering, Inc. oZ _J W w Z c C-0 rn Z w a J CD °D Q .n m Z QU U Q �_ �E rr W� �r, = j m E 0 J� Qo .Z CD LYCP to p oC4- 2(9 y m M LU N M&K project number: 068-2001 1 project mgr: J S B drawn by: D R issue date: `j 0-20.21 REVISIONS: date: initial: 1210b1202I DR FRENCH DOOR REVISIONS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED SEE DETAIL I ON EQUAL (I.E. 51MP50N ET EPDXY). STRUCTURAL PLANS FOR 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION ADDITIONAL CONNECTION 2xbxl2" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFO NOT SHOWN HERE Q 2X8X12"P.T. 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HOWN CENTER BUCK INSTRUCTIONS. HERE FASTEN EA. ROOF TRU55 TO GMU w/ FUTURE 8" GMU SIMP50N M5TMI6 TWIST STRAP. 0 FASTEN STRAP TO GMU Y4/ (4) Y4" DIA, x 2 BLOCK #5 VERT. BAR TO BE Y4" LONG TITEN 5GREW5 ,=, LL %" DIA. ANCHOR DRILL 6" INTO EXIST'G I7ft LOCATED PER PLAN IN GROUTED CELL PROVIDE M015TURE BARRIER SLAB, EPDXY 8 DRIVE I I I PLATE (PER TRU55 MANUF.) ® I , #5 DOWEL, PROVIDE MIN. EAGH TRU55. T _ T Q 2X4 P.T. TOP BUCK 30 LAP SPLICE I I I mo w N I z PROVIDE 2x FLAT BLOCKING FIT TIGHT TO '- 2X(q OR 2X8 P.T. BUCK = I I I ROOF TRUSSES ® EVERY OTHER BAY I� 0 a EACH 51DE OF OPENING FASTENED TO GMU w/ (3) )/4" DIA. x 3 Y2" LONG r n -VERIFY CONN. REQ'MT w/ TAPGON5. FASTEN BLOCKING TO ROOFIJ v 1 DOOR MANUFACTURER � a� TRUSSES w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADEIi ,I 1(- iTi EMBEDMENT AT EACH DOOR BRAGKET, =I I —III —I I=III I I -III l I I —I I— W EACH 51DE OF DOOR. PROVIDE I /2" A&," p =III —I I —I I -III ' a I=I I I=I I I -I I- =III —I THICK WASHER W/ EACH ANCHOR 05T BOLT = '-III-III-III a I —III —I I- 'I—ICI=ITT ICI=I�I— TO BE 8 MAX ABV. CURB REST EQUALLY -_ _ I I-_- °-_I=) � I-- RETI�O� I T �ETI't I L SPACED APPROXIMATELY 24" O.G.) ,=I I L-I I -III I I -I I i 0 " START BOLTS AFTER GARAGE CURB 0" MAX.) K G (1 DOOR BUCK DETAIL .5GALE: NT5 M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: o z J J SDW2 I I r I PERMANENT ROOF TRUSS BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "61JIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (2008 EDITION). 2. TOP GHORD BRAGIN6: TOP GHOR05 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIREGTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, GONTAGT M4K FOR BRAGIN6 DE516N. 3. BOTTOM GHORD BRAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILIN6. 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR V BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDIGATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE BG51-133 FI6URE5 B3-I8 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 53-22 s Br,-23 15 AGGEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V $ 'T' REINFORGINS TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.131x3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EAGH DIREGTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) 16d GUN NAILS (0.I31x3 I/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THIGK NOMINAL LUMBER f MINIMUM 5PF 'STUD' 6RADE MATERIAL). THIS BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EAGH 6ABLE END WALL 3 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. DIA60NAL BRAGE NAILED TO OPPOSITE PROVIDE (2) 16d NAIL5 ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A i ROOF 5HEATHIN6 Q GOMPPE55ION WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRAGS ALTERNATE o (3) OR MORE ............. _.......... _.. ADJAGENT SIMILAR TRUSSES (SEE ..1777777 \ DRAWINGS INDIV TRU55 SHOP x FOR LOGATION5) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQV FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGR055 MIN. (1) DIREGT-APPLIED TRU55 BAY AS 5HOWN 6WB GEILIN6 5EGTION B-B ALTERNATE MEN W MERE (3) OR MORE SIMLAR TMFSM ARE 6RaPW WEB MEMBER REQUIRING B BRAGIN6 A5 INDIGATED BY TRJ55 MANUFAGTURER 2x 5TRON6BAGK 2x 5TRON65ACK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT STRUCTURE) BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/056 -� DIRECT-APPLIE� \-'L' OR 'T' BRAGIN6 6WB GEILIN6 WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NG PET, I LS 4 NOTES SCALE: NOW DIRECT APPLIED GEILIN6 Q --G--1--4 3e 2n 3r 3r 2n 3e Gomponent5 � Gladdinq Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Risk Gat. 11 Enclosed; 0.18 Int. Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE5 (D HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +141 -26.6 2r +14A -36.8 200 TO 27• 2e +14A -36.8 0 +14A -36.8 O +14A -28.3 2r +14A -45.1 ROOF 2e +14.q -28.3 3e +14.q -45.1 (GABLE) 200 TO 210 2n +14A -45.1 0 +14.9 -53.6 O +21.2 -22.q WALLS O +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE -7-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case Scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall naliing requirements. i seal:��Qa®®d�r:��w a a A� ® P © copyrigl ,, UEIE p kbLR\, e n 'Inc � Co WJ CJ= w w z c CDC" Z w aa.. J a .r, Zac = Q� H ccC) �C =IIE UJI C G/1 ZJ °° E Q > • CDZ o LY Cp to y m LO W p C-- N CC M a M&K project number: 068-2001 1 project mgr: J B drawn by: DR issue date: 10-20-21 REVISIONS: date: initial: 12/08/2021 DR FRO" DOOR WAS10% r� Cz O d O � o LL I-' W � W � z � 0 a J IL U) a J d 0 Z < J _I LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REGU I RED ILL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. I sheet: u 4.