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HomeMy WebLinkAbout6986 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 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. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )VnaT j I anTM Companies 90 Matawan Road —Hf- Matawan, NJ 07747 (732) 383-2200 THE ASHMERE ELEVATION "B" 6986 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 083 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLR A/C ENTRY GARAGE LANAI TOTAL U R ,.B„ 11464 SQ. FT. 33 SQ. FT. 385 SQ. FT. 120 SQ. FT. 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 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS v°sir 1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL f plea N Y A LUz0= W O >-F- >ccQ0 w OH- < _CC F- _j _�crIr > Y 06ILOOcn 0 1- z _�z_ Lu zgzz J Q � J uj a- 7: cr Z) �- YE LO W 0 �a Qcoc Q o wct A 0 0 00-4 a �� 0.4 0 MM� `q C5 00 �w o w x _ w U) a w w O m< O_ R cr U U) W C3 cn Z O 4 U Zaaaaa ACT - 4 1021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET cs •1 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 I 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 OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION OPENINGS FROM PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSE HALL O GS O A RI ATE GAR G C O O U O S S S 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOdD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID ORROOF F VOLUTE, TURNOUT, STARTING EASING R STARTING NEWEL SHALL BE ALLOWED 2. THE USE O A S G S G O S G 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 R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD.GLAZING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION 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 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS 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 II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. GARAGES: 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 SPREAD INDEX AND SMO OPED R302.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 FLAMEFLAME 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 SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. 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 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 WINDOW SILLS 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. T WILL ALL 4-INCH-DIAMETER 1 2 MM PHERE 1. OPERABLE WINDOWS WITH OPENINGS THAT W L NOT OW A(0 ) S 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 DUCT 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. THE CLEAR WIDTH OF 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) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER THE SIZE A 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 IC MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE 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 RTAIR 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 TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS 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 TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE 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 SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: I 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 is 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 (202M I PROJECTION I NOT REQUIRED WHERE THE TREAD DEPTH I NOT LESS THAN 11 EXCEPTION: A NOSING OJEC ON S O QU S O 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL R703 AND ASTM C926. TEXTURE PER COMMUNITY � - -p R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN S� GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: �r 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. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND THE ENDS MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. L L INCHES 76 mm ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S ( ) 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 INSTALLATION INSTRUCTIONS. I 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. 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F -- I BOARD ON BEDROOM 2 22" X 54" 8'-8" CLG: �� 8 �� 8 GARAGE SIDE ATTIC ACCESS PROVIDE L 10'-0" - " 4'-0" INSULATION 17'-4" AS REO'D Kx FLAT SOFFIT - - - - - -AT T-4" '25 SH 37"X63" EGRESS Tr; 2 CAR o o GARAGE cN\l N 8'-8" CLG. 1/2" CEILING BOARD ABOVE - Fes\ -- ---------------------------------- ce) Ci 16070 GARAGE DOOR 10 -0 -4 -4 16 -0 -4 11'-4" 18'-8" 5'-0" 35'-0" 01 FIRST FLOOR PLAN SCALE: 1 /4"=V-0" 1 A5.1 -0, m= F-A LEGEND SYMBOLS I A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ Imummmommm INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND BRACKET SPACED SOLID SURFACE R16" O.C. FOR `COUNTERTOP VERHANGS 1l GREATER THAN (0" 1'-2" Max ' TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBW CABINET AS _ ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINSH F OIOR1 r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. ``,��IIIIIt11,1 G E N S F N 4 -o 't �0:•�. ST E F 3 /O fJ AL E -j1111filff#, oC w =CC �001=— LLJwzo woCQO p w 3:w Q = W ~Q J� will :D C= �e0E-z ,6 LLOOcn zzz�z J °C!5¢�— w(L=crC_ _jc)a0U �2zLLU) �F-QZD CZ r` Q' O � t\ Q o O � Q Q 0 O O u O Z Im :5 0000 O 0-j p w � w � U) x cn R B; U) W 0 O w z a a a a r� i OM ITY: LINKS AT CA S SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET Al I * L n z D Z 1J L �--------- ,' ` 4" WIDE STUCCO +1 i BAND i 2" , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD 4" WIDE STUCCO BAND i i 411 i 4" WIDE STUCCO BAND WINDOW SILL WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY 9 1'-011 12 5 *35 SH REAR ELEVATION SCALE:1/4"=1'-0" 5:12 0 6068 SGD 12 Q 5 35 SH ROOF SHINGLES PER COMMUNITY SPECS. 1'-011 BLDG. HEIGHT ROOF SHINGLES PER 5:12 ROOF SHINGLES PER COMMUNITY SPECS. 12 Q COMMUNITY SPECS. 5 12 5 2 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. 5:12i T.O. MASONRY TO WINDOW 1'-011 - 11-011 1 4" WIDE ? STUCCO BAND 4" WIDE STUCCO BAND (+1) �\__"'25 SH N144 lE10mmmr T 1 FIN. FLOOR - - - - - - - - - N 1'-4" STUCCO BAND RETURN 3068 16070 GARAGE DOOR 4" STUCCO BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" 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) N 4 p STA F •0• iS1ON Ai ,�N cc W } 2 Er 3:00E- >o <0 u) 0 Lu Q i W F- a-� W W Y Q F- Z ,aLL00cn Z qZ zLu ~ Z_ L J Q � J W a a = Er _3cnp0U �2zILL W �F-QZ� cz cz ca cotC z(�z Q 'ai � Q co O � Q Q cn O Z o O m.-4 U > 01111 w 0 w 0 0.1 w Z 2 O U) U) W N O� rno Z a a a a a 4 2p21 OMMUNITY: LINKS A' CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET co 00 00 ti 12 5 FIN. FLOOR LEFT ELEVATION SCALE: 1/4"=1'-0" a RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 �12 7 \ 5 ROOF SHINGLES PER 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 1 '-0" 12 5 FIN. FIRST FLR. 00 00 00 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r.a..,: ',:•..: ..-� :�= . . SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) p J F-cr- W 3: 0 >- } >o ao W cr U) 0 w Q = W ~ lr cr Ir Y O F- z IL O O U) zzzF- z � J Q J W EL i U) 0 U Z2zILU) �F-Qzp pn �czcz a n 0 � Q Q U) 0 Z o 0 o > w M D w ft w o A cn w a w 2 X U) m< I R N W oA to Y � \G•E�/V .0 7 24 E F . lV RIvP.� �2 ITY. LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SO. 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 S47 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 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 ROOF PLAN SCALE: 1 /4"=V-0" Ir LU s a Lu �001=- >cr<0 cn0ww QZ)WF. J u) W W 5 Iz IY Ir Y 0 H Z ,ba0OU) Z Z Z ~ Z Q J LU a 2 c a 5=ZLL� �HQ?o cz g n CZ ca oG O Zd� H � i i i 0 i i i i i 0 0 � U a o Im cq 0 00 0 ft m 1.4 w w w x x U) 0 llz W 0 tn O � Z a�aaa r • r � � a 4 7 ~ '-OCT4 �171 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET A3. 1 z L z D D z 11 ri Z 0 Z n a w U) w I T.O. MASONRY T.O. WINDOW __ FIN. FLR. I' ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) A5.1 i 12 5 PRE-ENGINEERED ROOF TRUSSES +' f SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY CALCS, TYP. 12 5 12 5 W:wwaTtfTt�TT�a�iTQ� TtfiT7f�fiat#fflffi?it76lt•ff•�T iTTaTTikfif�T77fL'�v"my-l-op-1iaiTTfT��ff7�T��fTTffT�Tf#�Tl/TTff� T.O.MASONRY m ffln'T.M. m. BUILDING SECTION SCALE: 1/4"=1'-0" FIN. FLR. BOTTOM OF LINTEL @a T-4" A.F.F. IY W �. _ rr �O I- > cr < 0 WC,i- cn U W W Q=WF- nWW J(Er Ir Z) cc Y Q I- Z .6L.LOOfn Z Z Z I'— Z lYJQ�J WnL2cca Z=ZLLU) H Q Z CZ O � Q Q 0 0 0 u U) O Z O co U U w 0 w Z w m.." A U v< Im O U) W 0 O� r ���aaaa o 24 ' OF 4 2�Z9 MMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET A5* 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE — CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN - " 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB - - _ (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL -� 2X LEDGER BOARD Y(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. W/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 SEE PRE-ENGINEERED ROOF � PLAN F PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO Z STRUCTURAL. TOP OF C.M.U. �AF(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA i EE I. BD. W/ALUM DRIP EDGE TYP. 1—STORY WALL SCALE: 1/2" = V-0" 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 STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS 1/2" (MIN.) J CLG. BD. (t" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. 5EE1HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. ot TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA ' BD. W/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4..401-01, SPECS PLANS SLOPE ` SLOPE FIN. FL. Lm `—FOUNDATION PER STRUCTURAL DRAWINGS WINDOW WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" GYPSUM BOARD z w GARAGE °- /j N ELECTRICAL PANEL N m co CONCRETE CURB REFER TO PLANS GYPSUM — BOARD J" GYPSUM BOARD NICHE FOP ELECTRIC/ PANEL & WIRING ELECTRICf PANEL EXTERIOR- CMU BLOC WALL CONCRETE CURB REFI TO PLANS CONCRETE- `Jsfi7�" ._>",�> �4 SLAB ON ;xr _;rY✓ GRADE AT GRADE GARAGE FLOOR 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 1G "F E N • N �O:•• ST E It W p J F- W Wz0Z: WWzO >ECQO Ir u)UWw Q Z W F- J U) W W cr IY Y O F- Z LL. O O co zQZZF'Z_ J Q � J W IL 2cr0- LcnpOU :D 2 z LL U) Zp MF-Qcz n O m n O � a Q 0 O O U O Z O 00 U 4*w U) OW-j w Oct w �t M a x U) O ul W N Z O d COMMA< 4 P ' F ` t'T 4 2 ZI s MMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMk 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) "L" FLASHING SCALE: N.T.S. �z J It in W T 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER 1ETAL 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 SHEATHI� 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 CEMEP ROOF CEMEP SHINGLE ROOFIf "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. s" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 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. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© 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 (ED FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 •••N�� n � i r rrrr, ���• �9 G FF�' � • • ENS• .i, :• • N 24 _ • • WATERTIGHT SEAL,..ST E o� FOLD. DO NOT CUT. '%IFS • 0 R BOTTOM FLANGE :'''f��Rx`'` FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE _ W } _ it O O I- >cr<0 W D0E- cc w U) 3: w Q Z) W I- J I) W Z) � oC cc °SZz0w Cc 0 Q J W _ _ �2zu-U) �i-Qz0 O � a a 0 0 �w v A Z 00 �.�..� 0 0 w a 10� w w � 3 0 ch W 0 z z S2 c o ZQaaaa e P . 4-L/ .M OCT 4 2021 I-ILINKSATCALUSA COMMUNITY: SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET wpml 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE __J I i ELECTRICAL RISER DIAGRAM NOT TO SCALE 3-BULB A/C DISCONNECT r ", FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-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 LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) ov ELECTRIC METER i. ELECTRIC PANEL 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 W Q } 2LLJ 0 >_ H } >OCQO W0E- (nUWw QZ)WFQ- W J(qW cr Ir YQI-Z 06Li-00U) z Z qZ ~ Z_ It J Q J W IL=ira. j = Z LL U) F- Q Z cz ' c w O � Q a z : i IL o U � U � O mw NJ 0o w ft OO 'a p w LL. w j..0 x U) x M U) "MEMO w O_ E U) W G U) 04 Weimo IzZ aaaaa COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET • TN N , SLAB PENETRATION PLAN SCALE: NTS cc W } 2 � GOOF } W�QO p W c/Uw QDWF- J W _ °2, zp:w Z J W ( _ cc Z)0 0 Q �Fazp cz.cz c c n Q o O � Q Q 0 Z 0 0 Z O O M� `-1 00 ~_I o w z w w w w Im X U) m< cn O R U U) 4J z Z O� �o a a a a a Z COMMUNITY: LINKS AT CALUS SPRINGS PLAN # 6100 RELEASED: 9/30/21 SHEET p 1 0 MASONRY LINTEL A55EM13L I E5 SEE 5GHEOULE AND SPECIFICATIONS FOR ADD'L INFO 11 ii L4 � �i- MIN. (1) GOURSEWND MIN. 0) GOUR5E/60ND 09 J ii BEAM ABOVE LINTEL I t"sJ I BEAM ABOVE LINTEL BOTTOM REINF. a. 1 PRECAST LINTEL W/ 14- qd PRECAST LINTEL W EMBEDDED REINF. i�� EFIBFDDED REINF. MB- I MB-2 +� TOP COURSE, IF 1 i '+- TOP COURSE, IF L4J 1 m 1 LQJ I i 1 REQb PER ARCH. i REGV PER ARCH. GONT. BM BEAM k* TTOP REINF. OR CONT. REIN. A5 REQb BOND BEAM REINF.6ROVr ouT BOTTOM REW BOTTOM REINF. ---` PREGA5T LINTEL W/ ­ EMBEDDED REINF. I a• I PRECAST LINTEL W�--�t EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP 130TTOM SHEAR REINFORCEMENT MEH 8F8-05/0T ----- ----- M13-2 8F8-I13/0T ----- (I) #5 MB-3 SFIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-16 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55E0. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 61RADE 60, f y=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN SO ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PBSB-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITHy4" DIA. x A/4" LON6 TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER It HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINC75 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 611RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A 615% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTIN000S END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN5TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 530/550.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 72TNAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.G. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 CODE (5EGT1 ON I60q) LATERAL DES16N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENCLOSED, +/- 0.0 ANY VqI ND 5PEED/EXP05URE NOT L I5TED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K STRUCTURAL EN6INEERIN6. EXTERIOR 4 SHEAR AALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PECIFIGATION5 BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 056 FASTENED W PI 2Y2"xO.131" NAILS @ 6" o.(,. ALONG PANEL E067E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W 0 2)12"xO.131" NAILS @ 3" O.G. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ "xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN55. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL P/32" THICK, APA RATED 5HEATHIN6 MI6 EXPOSURE 1 05B OR PLYWOOD PEI ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window 4 Door Alloveable Wind Pre55ure5 140 MPH Wind Zone Exl2o5ure B®3 OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.1P5F 16 6arage Door +17.7 P5F/-Iq,7 PSF +17.7 PSF/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 PSF/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pre5sure5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 d 0 6" O.G. IN FIELD. FASTEN SHEATHIN6 TO GABLE END d DRA6 TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDH5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 It BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE 5UBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"xO.131" NAILS 0 16" O.G. UPI. I FT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 5IMP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMING ,- ._ .__e_INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) J L METAL HAN6ER INDICATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING 5TAIR5 4 DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 LISTED R15K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TU05 SPECIFIED 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 $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xlO^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3)'2" 51MP50N 505 5GREW5 (OR 3)/2" TRUSSLOK 5GREW5) 0 169" 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 NAIL56GREW5 2" FROM ED6E. SOLID 3 Y2" OR 5 Y4" 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"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/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 /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6ES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (3) %," DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. ttttnrrrr/1/I set^�:r. . FqZ'�.,� Z/ N 7 82, WS T OF •�, . SOT•. �, © color, 1 � t ►tib�0((''T 42111 structural Enginq, Inc. oZ JLU W w Z Z W d Q Z= .n E v A �a t W W E .S XWJ m E Q > A CDo _J Z v o W Y 2 y LU m N W Cn a M&K project number: 068.200 1 1 project mgr: JSB drawn by: DR issue date: 09-29-2 1 REVISIONS: date: initial: sheet: qu M.'" R C SW0.0 0 N 81-011 121-011 ATIO SLAB: 3Y2"GONG. SLAB ON--------�� 6RADE (2500 P51 MIN.) w/ 6x6-N1.4xN1.4 I N MESH OR FIBER MESH ON g5% GOMPAGTED FILL OR VIRGIN SOIL, I HVAG 2 I q 7 UNIT V-1 I 5D-I 3 Y2" STEP 5D-I 15'-0" 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE 2 SD -I r- — — — — — — — — — — — — — — — — — — — — 10'-2" 6'-2"— 18' �8'1 I I I ► ' I 5.6.0. REGE55 PER I MANUFAGTURERS IN5TRUGTION I I ' I I' I I I I I • I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL I LOCATION DIMENSIONS. I P M 1 5 5D-I -t----3Y2n STEP--�--- 6 I 4 D_1 I SD -I .I 6ARAOE SLAB: 3 Y2" GONG. SLAB ON 6RADE (2500 PSI MIN.) W 6x6-N1.4xN1.4 • I MESH OR FIBER MESH OVER 6 MIL. POLY ON g5Y GOMPAGTED 3 I FILL OR VIR61N SOIL. I • w I I L----------- ----J 5D- 2 5D- 5 SD_ 0 N SLR PLAN LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I: :I EXTENT OF OVERFRAMIN6 • _- -INDIGATE5 I/8" A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES seaItijjj j n r r r r f �-G E N S Vic•• �Ci ��r No 77824 •••• ,�� :41J- T OF S cipyrip iOR ...Ma� E 4 2021 veering, Inc. J u; w z o c� rn z w na.. J L a , Z= A �=3 C E WF- �� cn j x� mE Q Mj a �o C) z o W 0 0 y m W C N OC CM C. IF 3F M&K project number: 068-200 1 1 project mgr: J,S B drawn by: DR issue date: 0 9-2 9-2 `j REVISIONS: date: initial: sheet: Cz a C 4 C] O J J L" W W Ci z 0 � U) a w Q a d LLJ U H = ono u�i p z J _1 35'-0" SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) FpN i , 0 le 35'-011 31-211 4'-6" ..2'-6" i. 61-211 1. 41-511 i. 41-511 i. 41-611 i. 51-411 . I N m LEGEND • ® INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • ::::::: I EXTENT OF OVERI=RAMIN6 L'ii_'J •------- - -- --~-- INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINEORGED GMU GORE (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL VETA I L5 REINFORGEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 151=8-013/0T ----- ----- MB-2 8F8-I6/OT ----- (1) #5 MB-3 8F16-I13/IT (1) #5 (1) #5 M13-4 SRFI4-I13 ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ SPANS GREATER THAN I4'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE (50, fy=bO k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO i_4 J+ — MIN. (1) COURSE/BOND ' L4 J� —MIN. a) G0UR5E/BOW I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL 6ROUi GROUT BOTTOM REINF. PRECAST LINTEL Iv/ PREGAST LINTEL W -#--& EMBFVDED REINF. EHBEDDED REINF. MB- I MB-2 I 1 11..1►� I L4J}� TOP GOUR5E, IF rt) L2 I REGT'D PB2 ARCH. I REQ'D PER ARCH. TOP REINF. OR CONT. ---' GONr. BM BEAM BOND BEAM REINF. REINF. A5 REGIV GROIIr GROvr BOTTOM REINF. BOTTOM REINF. `. PRECAST LINTEL m/ rg I a• I PRECAST LINTS w/ 4 EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: �`9°Teel"r 4 2021 �, ��.' � • �, rV � �' � ors' N 24 i * T • OF • ez �.tNr01'E•nairfeertina,lnc. C7 Z w \/ LD Z i z z w L Q z U WW S-J _J F z W y W N CD rn a Q 1 4 C 'O W m� Q A CD CID CD Y 0 0 M O N M C. M&K project number: 068-2001 1 project mgr: i s e drawn by: D R issue date: 0 9-2 9-2,1 REVISIONS: date: initial: I Q 0 J LL ' Q C� z 0 a z (L 2 U) d W U) a W 1 � U d 0 � x oo U) U) , x <� O Z r% J J BLOCK PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-0" (IlxI 1 SHEET) sheet: F111112 . 0 ROOF FRAMINC6 p- Q) 0 i 1— P 0) LU Qn K tL O tY QPAP I AWAI r)PnPPPn RPAMC.. I J L • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 • INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYHOOD 5HEATHIN6 24/b EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RING SHANK NAILS (R5R5-01 OR EOUIV.) ® 6" O.G. AT PANEL ED6E5 d ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES 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 CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 5IMP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD NALL/HOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETA16 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRUSS GONSTRUGTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNECTOR SPEGIFIGATIONS AND LOADS SHONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES N Y • • i! O 0• / to k . • `L 'IoNP; 42�2, fll, I1��` c0 copyright : MULHERN & KUL®C,l.,'' Structural Engineering, Inc. oCD z JLU w w Z z w aa. J a .a Z= A t a. rx �- 03 = Q > 1 J~ ao Z �o W Y p o _ E y m W oc Cn N 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: 0 9-2 9-21 REVISIONS: ■ date: initial: ■ L 0 z J U- I / STRUCTURAL GABLE END HIP GIRDER TRU55 I L' -----�------------------------------ / — — '---- -- W -- -Y I I a 5D-2 3 I I z U) 5D-2 I �--------------------------------------- - r W U) I J ' I w d I - I LL, t� 5D-2 I 5TPWMfRAL-GABLE END HIP 6I�R TRU55 I 'Q 00 (1) 1 /—jf� --------------------------- - ---------- ------ I 0 Z J 1 ROOD SRAM I NG PLAN sheet: SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-0" (IlxI 1 SHEET) S--1.3 FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY—, I6"x8" THIGKENI E06E H/ (2) #5 GONT. 8" GMU BLOCK 4" 6ARA6E I TOP YIEW @CORNER 6ARA6E HALL BEYOND i THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS (1) #5 VERT. FROM FT(5. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL � III-1 _-_ Q 11111m 8" WIDE GONT. GONG. GURB N w 6ARA6E SLAB (5EE PLAN) 4* CITI �����,1- I (1) #5 DOWEL H/ 6" HOOK AT _ I I I I=III=1 ALL VERT. HALL REINF. (SEE PLANS FOR LOCATION) I �=III-III-III-I _ CLEAN COMPACTED FILL A q5% HI TH MONOLITHIC FOUNDATION STANDARD DENSITY IN (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: I'-0" WIDE H/ (2) #5 BARS GARt610�1!111 DETA I L SCALE: 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. �' ° '=1 I MI11= [ 1=1 I I I I III -III -I I I_ I I=► MI I MI I=1 I I- '-11MI III -I I MI I MI 11=1 I I- `' ° ' -I I I- MI I I I MI I=1 I I- I I -I - In 11=1 I m y I I I I III -III III— II I-''' MONOLITHIC ;,Illliilll-1111��1 GLEAN COMPACTED III— FOUNDATION H/ (2) #5 GONT ON GHAIR5 FILL ® 615% STANDARD WI TH DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 6AR5 I -STORY: 1'-0" WIDE H/ (2) #5 BAR5 EXTERIOR OUT5WING 4 56D POURED SILLS DETAIL (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) e .' d.' 1=1 I 1=1 1=1 11=1 co0 6RADE _ I I -I 11=1 I I -I 11=1 I I. -III-III- .l III A II-III-III=1 I-'' '-III-I I -� I I I -I I° I -III -III -I 11= ' 1= III— III 1 #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. ' I I I I III=1 11=1 I I I =1 I I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I I,;, I I I 1111 111 III 1 1 1 l l 1= FILL ® q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE IN (2) #5 BARS ,- FOOTING SECTION W/ BLOCK DETAIL SCALE: NITS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (SEE PLAN) SET IN SEALANT PAVERS (5EE PLANS) ° E e d G " III -III -III -III III -III -Ili -I � I —I I 11= n% 1=1 I I III -III -III -I 11-' ':Ed I MI _J: III=1 I ° 1=III-III=1 I I - 'Ell I I- `' I -I I III-1 I MI I I- =1 cn III I I d I -III -I 11= i 1=1 11=1 11=1 11=1 11-''' MONOLITHIC GLEAN COMPACTED III -I 11= I i FOUNDATION W/ (2) #5 FILL ® q5% STANDARD HI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE W (2) #5 BARS I -STORY: 1'-0" HIDE W/ (2) #5 BAR5 06RAT2% DOOR DETAIL PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THIGKENED — SLAB H/ (1) #5 GONT. (3HICKENED EDGE DETAIL : ►,rrs 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (5EE PLAN) SLAB OR PAVERS (5EE PLAN) 4- 'd I -III -III -III -III a4,11 IF -II :4 III -I EXP JOINT —III 111_III-111_I =IrI�i+L(I) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. HALL REINF. ' I I I I=III=111=11 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED -1 1 I I I I -III -III . I i III -III— FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI PTH H/ (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 Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y " J-BOLT5 6" FROM EA. ►' END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) 1LI STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP d PLT. BOT. d e °° d ° ! ° d e, a•° d , (2) #5'5 CONT. W/ —J „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS 5UGH A5 STUD PLATE TIE5, HURRIGANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. HALL HHIGH REQUIRE 5UGH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. A GARAGE STEP DOWN DETAIL SCALE: WI S 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" 6ROUT GELL SOLID cz_d L Y_ m0 RADE III=III=I 11=I I I= O GLEAN COMPACTED FILL ® q5% STANDARD DEN5ITY CHSTS DETA I L 8 5GALE R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) C�ll 11I- 1-1 III—III=1 PVG CHASE SLEEVE TO BE III —II, , TWIGE THE DIAMETER OF =I I I'I —Ti. PROTECTED PIPE I Ts WI TH ` MONOLITHIC FOUNDATION W/ (2) #5 CONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE H/ (2) #5 BARS i i•�4 s • N 7 •� ;C L<. pF .9p © copyright: MULHERN & KULP Structural EngA�r�ng, In4 2021 CD z_ ac W UU =Z � i Z W a- J (D Z= a8 oc LUF- m cn j J m E Q . A _J Z V CD W p o 2 y m W C N C M M M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: 0 g-2 9-22 `j REVISIONS: date: initial: ,.J d H W Z O 1=- d 0 z 0 LL sheet: d C] O J ,--i IL W � Q z 0 x W � d LLI U � Z (n � F. z J J SCALE: NTS SDm 1 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3k"x0.113" RING SHANK NAILS ® 6" O.G. LU x UJ 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ROOF TRU5 =5EE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM w/ (1) #5 BARS COW. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR i GONNEGTOR 5PEGIFIGATION5 SECTION SCALE: B/4'=1'-0' !WxO.113" RING SHANK PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 6.T. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4' DIA. x %4' TAPGON ROOF TRUSSES (2)3 Y2'x0.131" -SEE PLAN — 2x4 ® I6"o.c. FASTENED - TO GABLE END TRU55 w/ (20'xO.13I" TOENAILS. GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED — TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH l" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2"xO.131" NAILS ® 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w A" DIA. x3h" LONG 5D5 5GREW5 ® 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM Pq/-j (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"x0.I13" RING SHANK NAILS ® 4"O.G. 2'-0" ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS -2x4 BRAGE w/2x4 T-BRAGE, L PROVIDE 2x4 BLOGKIN6 ® 4E SPACED ®4'-O" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRUSSES -GUT TO FIT NAILS 12" O.G. T16HT BETWEEN TRU55 BOTTOI (NOT REQ'D AT TRUSS HEIGHTS CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ®6" O.G. SECTION 2 SCALP: 3/4'4-0' C A GrCAI n.,.,t SHT6. TO HIP .113" RING a 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 FASTEN EACH OVERFR TRU55 TO TRU55 BELO FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR IMPSON 24" O G TO TOP OF WALL w/ 5 8" GMU BOND BEAM w/-J H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGLV IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BE 4 HORz. REINF. 5PEG5 &!N�TS/Vl� q SECTION BOND-BEAM -CONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L t��NRY PIERDETA I L TRIPLE WINDOW SIM. TYP I GAL OVERPRAM I NG CONNECTION DETAIL 5GALE: N.T.5. PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRUSS LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. - FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF Wb"x4' TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRU6TURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 24/2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER WINDOW/DOOR BUCK DETAIL SCALE: NT'S i' SECTION 3 SCALE: S/4"=1',•G" ALL LAPS IN MASONRY 25" -RUNNIN6 BAR—, #5 BENT CORNER BAR 6ROUTED CELL T1'P. CORNER VERT. WALL REINPORGINCG DETAIL SCALE: NTS 2x6x12" OR 2X8XI2"P.T. CENTER BUCK SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE SOLID SHIM BETH'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 IS GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. (1) #5 IN BOND BEAM 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF15 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 --- ---1-- --- --- LU I } PRECAST LINTEL, SEE PLAN 1 FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN 1 (1) #5 VERTICAL IN 6ROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND 5PLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES @�,E�T CIN . REINFORG DETAIL NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENIN6 DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DIA. ANCHORA DRILL 6" INTO EX15T'6 i Q LOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY 4 DRIVE 1 #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLIGE cv I I z 2X6 OR 2X8 P.T. BUCK 1 I I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ - aIlz DOOR MANUFACTURER ' 1=1 1=1 11=1 11=1 PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" GRADE EMBEDMENT AT EACH DOOR BRACKET,I- EACH 51DE OF DOOR. PROVIDE I Y "xW6" o 1< III —III —I THICK WASHER W/ EACH ANCHOR (I5T BOLT --' '-1 I MI I 1=11 I4 e BE 8° MAX ABv RE A Y ' I=1 I I —III III —I 1I- ES ION/4"=1'-0" N 78' 4 ST TE OF i��N AL eN%%N � 1JJ © copyright : t�dL�ERN & KULP ��qq Strwo@ ngine�inzazl, TRU55E5 on Z ' PLAN J w w Z_ i Z w J a Q T CONNECTOR = Q Ea SCHEDULE z I- L) L � � w WALL REINF. UJ cc cn m I(TEND INTO BEAM a > E J� Z -0 = W Y 01 y mp _ W O N OC ch a M&K project number: 068-2001 1 project mgr: J,SB drawn by: D R issue date: 0 9-2 9-2, `j REVISIONS: date: initial: 4x6 P.T. POST PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, 61" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALP: 8/4"=1'-0' �~ C4 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU 14 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) A" DIA. x 2 A LONG TITEN 5GREW5 ~i - PROVIDE MOISTURE BARRIER i j-•1 PLATE (PER TRUSS MANUF) ® �: w EACH TRUSS. i _ i Q - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY 0 FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF i TRUSSES w/ (2) 3 Y4"x0.131" NAILS ® EA. END. U-d TO CURB ST EQU ° W SPACED APPROXIMATELY 24" O.G) — — I I— I , 11- RETWE I T DETAIL =1 I I. I I I I, I I P 5GALE: 5/4'=1'-0'U 2 START BOLTS AFTER GARAGE CURB W' MAX.) GARAGE DOOR BUCK DETAIL K SCALE: NM MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. s GNU STEM POR DROPPED GRADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 1 S HOME I$ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. sheet: Q a 0 J LL. z rr(L v! J rd� V < J J SDN2 :J r; PERMANENT ROOF TRU55 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" OL) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN& a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN& THE TRU55 MANUFACTURER SHALL INDICATE THE 1RL65 MEMBERS 4WE85, VERTIGALS) THAT REQUIRE LATERAL 13RAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-63 FI6URE5 83-18 d B344). SHOP APPLIED REINFORCEMENT PER BG51-B3 1`I6URE5 133-22 d BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORCIN6 TO BE A MINIMUM OF c10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO WEB/VERTIGAL Wl Ibd 6UN NAILS (0.13lx3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFl6URED ROOF TRU55E5 AL16N, CONTINUOUS ROWS OF LATERAL BRACING MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 51PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) Ibd GUN NAILS (0.13101/2"). • CONTINUOUS LATERAL 13RAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRA61% 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGING AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS A 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/0513 A �'ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRUSS BAY A5 5HOWN COMPRESSION WEB (SLOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRUSSES (5EE " INDIV. TRU55 SHOP DRANINC75 FOR LOCATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) DIRECT -APPLIED 6WB GEILIN6 SECTION B-B nueaa a MEn"ov weze 0) OR nora sirnuR Mr fES An 6P W COMPONENT � CLADDING PRE55URE ZONE5 Gomponent5 $ Gladding Nind Pressures UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE5e HT: 25 FT. (P5F) (15F) ROOF (HIP) 0 +141 -26.6 2r +14A -36.8 200 TO 270 2e +141 -3613 O3 +14A -36.8 OI +14.61 -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (6ABLE) 20• TO 27• 2n +14A -45.1 O +14A -53.6 0 +21.2 -221 NALL5 FT-1 +21.2 -28.3 NOTE: Pressures charted here are allowable pressures and are permitted to be converted per A5GE 7-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. N 7 �r • ST r= © copyright : MULHERN & KULP Structural Enoineem 0 cD Z JLU W w Z Z w J Q ZF- H C U W� F-- 3 Jz W y W Q'. 7 M&K project number: ETc. 4 2021 0 rn a CD .a Q v ♦ Q t S` v 43 j m E a'A �o 0F80 to m L6 CD N CM 068.200 1 1 project mgr J S B drawn by: DR issue date: O9-29-21 REVISIONS: date: WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON60AGK5 MAY BE 2x STRONGBAGK INSTALLED FOR GON5TRUCTABILITY P" (NOT REOV FOR TO KEEP EVEN SPACING AT . ~ STRUCTURE) BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) DIRECT -APPLIED a PLYWD/0513 DIREGT-APPLIED B 'L' OR 'T' BRAGIN6 a 6WB GEILIN6 NEB5 DE516NATED BY TRU55 MANUF. TYPICAL 1RU55 ELEVATION PERMANENT TRU55 BRAG I NG DETA I L5 4 NOTE5 SCALE: NONE VIREGT APPLIED GEILIN6 LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. U) j sheet: J W 0 2 W 2 Q initial: ao i~ 0 J Q a 0 J LL U 0 z x IL W d d U U) x z J PBSBmll 0