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HomeMy WebLinkAbout6747 Shelby Lynn Way (2)ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPEN!!`.'^a BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB I I mi 0 )vn(9njan TM ff Companies 90 MATAWAN ROAD HE MATAWAN, NJ 07747 (732) 383-2200 PALMERA ASPIRE � ESP ELEVATION "A" 6747 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 029 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 I AREA TABULATION: ELEVATION "A" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. LANAI 137 SQ. FT. TOTAL U R 2790 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 IY w � o0 >�Q0 w�cl c�Uww QZ)wFQ- W J (n w pcc�oC Y O F- Z ,d LL 0 0 U) zzzpW �gQ2�--� w CL cc � U) 0 U �IZILL (A �F-QZp cz 0 0 0 U 0 c < I 0) w� 0 wA U) z M I� wA w J I=I CL 0D U) u a) a O E U U) w O oQ 550 EZ aaaaa MAR 0 2 2022 `COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET cs I -1 L ----I I 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 OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1 • THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: INTO A ROOM USED FOR SLEEPING PURPOSES SHALL OPENINGS FROM A PRIVATE GARAGE DIRECTLY N O 00 US 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE 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 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 IA 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. 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 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 II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 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 PEN -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 RAMP AND LANDINGS, THAT ARE LOCATED MORE THAN S GS, OC O 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 OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING 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 F209 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED CO G S 0 Q 1. THE TRIANGULAR OPENINGS AT THE PEN SIDE OF STAIR FORMED BY THE RISER, TREAD AND O O S 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. ALLOW 4-INCH-DIAMETER 1 2 MM SPHERE 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT LLO A 4 NC (0 ) S LESS THAN 6 INCHES SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. C 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. PAR D 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. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 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 A M LENGTH DETERMINED BY THE DRYER THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 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 THE MANUFACTURERS 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 M15WITH 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 THE MUM 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 THIS 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 APPLICABLE BUILDING CODES PRIOR COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPAA APPLICABLE OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ,TO ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 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 FROMTHERAD) 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. FROM THE VERTICAL. OPEN RISERS ARE PERMITTED VERTICAL. AN ANGLE NOT MORE THAN 30 DEGREES L. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES ( ) , 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 1.EXTERIOR 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 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 FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW 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 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 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. 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. 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. Er W pJ1-W WZO:c wOz0 >�QO CC tAVWW QZWF. IL U) uj 5 ir w IY �zZPW �!5Q�-� LLIIL2tra �W 00 = Z lL U) �1-QZp � cz' Q . 4 cz a= �Q i Fa- 0 0 U O C?J In 0) w� 0 wA x O tn Z ISM wA w 5 > ww" a, OD cn U (a w �i r..d a O E U W oW � G O a a a a y� M 2022 Al UNITY'" LINKS T C USA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET CS I 40'-0" W 09 0 O 3-SIDED ACRYLIC SURROUND 0 I . 18'-8" 21 '-4" If 8'- 1 0" STUCCO WRAPPED 16'-0" i i *35 SH (53"x63" EGRESS) 2868 SC DOOR ADD 16" OS13 TO N WH W/ SELF MECH. CLOSET FOR N CONCRETE CLOSER FIRE DRAFT STOP 2'—Q" CURB r`---,?2"x54.5��''� i �i1{ i - CCES9-- BOLLARD PER z" WALL BOARD ON COMMUNITY GARAGE SIDE. SPEC'S PROVIDE INSULATION AS REQUIRED 19'-9" 2 CAR GARAGE - 8'-8" CLG N 1/2" CEILING BOARD ABOVE t<, ----- I � I � I � ---- - I I I I I ' 19'-4" I I I I � I � I 5070 GARAGE DOOR: -"Lb SFi (37"x63" EGRESS) 5'-4" J. 8'-8" loo, 2'-4" 16-0" 2'-4" 14'-0" 514" 20'-8" 40'-0" , FIRST FLOOR PLAN T 36"x60" CO ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND I LEGEND SYMBOLS I A BUILDINGIWALL SECTION s1r1 MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS 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. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" F-2" MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS _ BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FFINISH OORIJrSUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT 7-4" U.N.O. pl,gq!111'7g Ca. F 0 7 �% TE c s c• (n �t 51t, m cr- O J w wWz0� wZO >OC¢O W C) ir III < p w _ > J c cc YOF-Z O Z Z Z Z °Cgcj)a�� LVa2cr-a m(n0OU = Z IL (n �F-QZ� 0 QO O �i Fa- 0 0 Z U O Im a a o p 0 j U MINN LLM x O_ rz lz U) W z Z Od ro �jmZ aaaaa KAR 0 2 2022 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET Al.l SCALE: 1/4"=1'-0" 1 GARAGE DOOR 2 DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM (j)DETAIL =SCALE: 3/4"=1'-0" I P. ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 1'-011 L. FIN 1 CT P (1(]R REAR ELEVATION SCALE: 1/4"=1'-0" BLDG. HEIGHT 12 5 ROOF SHINGLES PER COMMUNITY SPECS. 4" WIDE STUCCO (TYP.) BAND (+1) 5:12 6" FASCIA (TYP.) T.O. MASONRY T.O. WINDOW — — — ---- I 4" WIDE STUCCO BAND (+1) i i - 4" WIDE STUCCO BAND (+1) I I - I _ 25 SH ----- FIN. 1ST FLOOR GRADE - - - - - 3068 2'-0" RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" 5:12 a 12 \� 5 ROOF SHINGLES PER COMMUNITY SPECS. 5:12 (TYP.) 12 5 h- al ON 1=1 1111 Mill Is IN I ON I IN I 11011 — I WE PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W Wzo= o} >Lu o ao LU W 2 C J � ir Z) cr. Y 0 I— Z ,6u-00cn Z z z ~ Z_ QJ W (L = �cl)D0 Q0 �r n CZ CZ QL n O � Q 0 O U a �� Im w (n X Z o O Q� O �w w Z� w o w x w [L 0 rx U) W z Z O w W �zQQQaa g R O Z 24�2 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN 1# 6120 RELEASED: 9/21/21 SHEET AEI. I E 4" WIDE STUCCO BAND (+1) 12 5 SCALE: 1/4"=1'-0" 12 5 1'-011 Q TYP. 00 F, FIN. 1 ST FLOOR LEFT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 35 SH *25 SH *25 SH C TYP. 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ,...r•_.>A .r..°..:. SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W �_W � o° � >c ao W C) H It cn0Ww Q = W HQ w J u) W �IYIYcc: off , j z u ZZ wg<� _c- �tnpOU =ZILcn < n O � Q Q 0 0 0 U U) O z ao� 0 O I� 0 w � j I w w a w U) w IL O_ [Y N W G U) o� uA EZ aaaaa MAR 0 2 2022 COMMUNITY: NKSA CALU A SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET A292 0 ROOF PLAN SCALE: 1 /4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. 13806.2: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 LAVE 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 Ir W } 2 � 0 Q 2 I— } 5;cr<o W Z3 (1) 0 w Q Z) W H J W c Y Q z �LLOOcf) zzzp:z WgQ2Wa _j =ccLL _3u)p00 Z)2zLLw �f—Q?o cz o� .--.I cz cor- O Q o H i I i 0 I i 0 U O 01 cm 0 a O 0-1 O i w O a 0�mmom (L U) w a. 0 lz U) W O cn z O d � o zaaaaa ° t MAR 0 2 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET A39 `I z L n z L z T.O.MASON T.O. WINDC a FIN. FLR E 1'-0' 12 5 BUILDING SECTION SCALE: 1 /4"=1'-0" PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) DINING KITCHEN / AREA BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 i INSULATION PER ENERGY CALCS. T.O.MASONRY BEDROOM 2 ___T_O_WINDOW / 1'-0' / / _FIN. FLR. FOOTING PER FOUNDATION PLAN CC CC �ZO= O >- >oWC¢O W Z) O I- cnUWw J (n W W cn ZZPW J Q z Wa=tea. �U)p0U Z)=ZILL CH �P<- Ei �� QQ CZ z, 6 Q o I- 0 0 0 U) U z O..j Lu 0 1-0 0) u o w U) o NJ z LLJ � A mono w IL 0 o: U) W N Z W 'Q _O N lzZ A aaaaa MAR 0 2 7022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET AS• I 5 0 Z ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE If INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF , PLAN TRUSSES ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. TRUSSES TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. ,� TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END > HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO OF TRUSS - REFER TO hnnonn,n\ Z STRUCTURAL. STRUCTURAL. Z STRUCTURAL. TOP OF C.M.U. TOP OF C.M.U. __ __ �> TOP OF C.M.U. (REFER TO ELEV.) I (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE BD. EXTERIOR SOFFIT EE BD. WALUM DRIP EDGE - - - EL V. ! E V. BD. W/ KNOCKDOWN E V. 1/2" (MIN.) --- PLASTER FINISH 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SEESOFFIT INSTALLED PER 1x PT DRAPE BLKG MANUF. SPECS (r TYPE'X' GYP. BD. MANUF. SPECS PLANS RUCTURAL MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED @a WINDOW 8" CMU BLOCK W/ CEMENTITIOUS FINISH 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY BASE BOARD FROM HOUSE GARAGE SLAB, 4"JLOPE SPECS AY PER COMMUNITY FROM HOUSE SEE STRUCTURAL __rr_ q0'-0" PLANS 0l-0" 0'-0" OL SLOPE SLOPE FIN. FL. , FIN. FL. �.. FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL P WINDOW SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 1' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM - GYPSUM BOARD BOARD Z g � 11�2" J" GYPSUM w GARAGE a BOARD NICHE FOI ELECTRIC, PANEL & WIRING cV ELECTRICAL M PANEL ELECTRIC PANEL N `O EXTERIOR 00 CMU BLOC WALL CONCRETE "' CONCRET CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR EmSSou --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO P LANS• ■■NLE ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION Ir W �. _ cr POOH >oWCa0 W 0 F- ir w U) 0 W W~ _ > J zzzF_w W Q � a 2CC— Z) = Z O C/) H Q Z 0 a o �. F- i 0 i 0 0 cn O 0 J 0-0 w U ~ w w mommo aU) IL w IL O_ r U N W U) O� ra Ici O aaaaa MAR 0 2 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9121/21 SHEET A5•2 u A 3 u t z r n z 5 3- n .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) "L" FLASHING SCALE: N.T.S. Z) FASCIA WRAP ' 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 ROOFMALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF ,ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE .AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT GOOF CEMENT ;HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY WOOD SHEATHIP'^ BARRICADE PLUS WF (OR APPROVED 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 SHEATHINi UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEP 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 DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT SCALE: N.T.S. DETAIL STEP 1 O 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 O .J FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE ,how s'3 c • '= No 71 Te .J.° W 2cr- Lu Wz0= O }. F- WOWC¢O (AVW W ¢WI— �U)ww ❑�crtr YQI—Z ,dU-00cn zzzp-z °CgaZ- J Wa2oCn- �c)❑OU ❑2Zu-cn �1—Qz❑ cz c Z� � ¢ o O Q 0 u 0 'J zGo 0=0 u cm 0 0 t) 0J 0 a� w aw a wA a cn a� O U W 0 z z o� ro MAR 0 2 2022 C._ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET WP I ri z r n z .0 u b7 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 01 OR 2-4/O ALUMINUM 150 AMP 4, METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 111-,,,III,,.IIi ELECTRICAL RISER DIAGRAM NOT TO SCALE 0 n OUTLET FOR U/C REF. FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 1 A/C DISCONNECT WP/ GFId ELECTRICAL METER (V:I.F.) ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE Ow VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) om ELECTRIC METER s ELECTRIC PANEL __ml.L DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4.OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES 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 o� w Wo°� } >o ao ul ~ Q WCC J )ww C= cr Y ° H Z tL 0 0 cn Z Z Z H Z_ ¢2-1 w a = ct a D=Z�OCD H Q Z ❑ cz � n a o O � Q 0 0 0 O 0-i Im N a o � O U 0 U w In,,, °L w j w w 2 IL O R w U) O 4 � �Z o aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET El*l 51 SLAB PENETRATION PUN SCALE: 1 /4"=1'-0" cr- W } 2 � �00� wcr<o p (/) U W W < Z) III U J W W p cc Ir Ir Y 0 H z ,sLL00U) zzzpz W(L<2 m mcr-(- mU)00Q ❑=zLLcn �I-Q?o cz ! zd a Q 2 ! I OI I I O Z O I I � a 0 � z 00 0) o Iwo � Ix 0 I w w z w a w a O E lz U) W L1 U) z 0 Ig Q Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET' P1.1 MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO ii--ii it-- MIN. (1) COURSEWND I i + �- MIN. (1) GOURSE/13OND LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL 6RouT GROUT BOTTOM REINF. aPRECAST LINTEL W ' a, I PREGAST LINTEL W : q:EM[3EVVW REINF. 2 EMBEDDED REINF. MB-I MB-2 ii I I i L4J+� TOP COURSE, IF OU I I + 4 LTOP COURSE, 1F m I 4J I REOP PER ARLH. I REQb PER ARCH. -cm13 TOP REW OR CONT. M BE' BOND BEAM REINF. REINF. AS, REQb 6Rour 6ROJT BOTTOM REINF. BOTTOM REINF. - 74- PREGA5T LINTEL W I w• I PRECAST LINTEL W 4-12-4 EhE�DED REINF. �-� EMBEDDED REINF. MB-3 n MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 5F8-OB/0T ----- ----- M13-2 8F8-IB/0T ----- (1) #5 M13-3 BFIb-IB/IT (1) #5 1 (1) #5 M13-4 SRF14-I13 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQUIRED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x A/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ 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 GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VAL • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TREN6TH OF I0100 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • 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 ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EAGH 51DE OF ALL MASONRY 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 LOGATED 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 SLAB EDGES, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXAGT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LA13) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS, GL05E TO SQUARES AS, POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3'W.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/61_1<16. (5) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 I6" o.c. DOUBLE TOP PLATE LAP SPLICE i NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS $ INTER5EGTING WALLS (2) NAILS (2) NAILS 2y"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 1(90q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 NTERNAL PRE55URE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR I$ SHEAR HALL SHEATHING 51MEG I F I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 0513 FASTENED W/ PI 2y2"xO.13l" NAILS @ 6" o.G. ALON6 PANEL EDGE5 AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05E3 FASTENED W/ P3 2y2"xO.13l" NAILS @ 3" o.c. ALONG PANEL EDGE5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32" PLYWOOD OR 056 FASTENED W/ 2 "x0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"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) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 OPENINGS 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 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32i{6 5PAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL/32" THICK, APA RATED 5HEATHIN5 125�h EXPOSURE 1 056 OR PLYWOOD PEI` ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.9 P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22A 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 +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F End Zone is defined as the Smaller of 10% of least horiz. dim. or 40% Of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pressures 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. pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHING 246, EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/8"x0.I15 RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $ ® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • 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, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA It TPI'S BG51 1 GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES, w/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 151 SIMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. 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 DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATI0 5 AND LOADS SHOWN ON THE SHOP GARDS. LEGEND • ® INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING •-- -- -- ---INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 1h EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING 5TAIR5 $ DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® GUARDS/HANDRAILS = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED R15K CATEGORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 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' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX). • ALL NON -BEARING INTERIOR 5TUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK 5TU05 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"4.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFICATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/I6" 05B FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNOATION/BEARING. • 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.OXIOA6 psi 0 FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 169" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREWS). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-J015T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPO50RE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3'W.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GONSTRUCTION NOTES • (5) SINGLE PLY 2x12 STRINGERS 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 GONGRETE 5LA13 w/ (3) 34j," DIA. x 3Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS W/ (2) 3x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %'" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING SECTION FOR MORE INFO. t, r e 1 Se�t>� - . 24 �10 ie Of AT 0004 Y - i9���• © copyright: Mkt" Kl� 2 022 Structural ngineenng, nc. CD z _J W z 8 cm z W Ga. J a LZ Z� F- .o a U .4t Si - CM oc W c� E -2 03 -5 J a °° E '= Q A m o _J z W Y y Y.1 m ON cY) CL IF M&K project number: 068-200 1 1 project mgr: drawn by: issue date: REVISIONS: date: 02/22/22 sheet: JSB BC 09- 1 3-2 1 initial: DJR Q 0 i LL Z x (L U) d J r< I~ 0 _.. j j SM0.0 „l41L/lrr 18'-8” 211_4" 12" WIDE GONG. LANAI 5LAB:10 —\ TURNDOWN 3 /2 GONG. 5LAB ON 6RADE (2500 P51 MIN.) 2 HVAG EXTENDED MIN. 12" w/ bx6-N1.4xN1.4 ME5H OR FIBER MESH ON 5D-I UNIT BELOW 6RADE q5% GOMPAGTED FILL OR VIRGIN SOIL. -------� �---- 3y2STEP-----------------j LU 7 I I 5D-I 5D-I 3 y2" STEPINEEMN I. i I I FRENGH DOOR. E REGE55 PER I I • • I MANUFAGTURER5 INSTRUGTION I I � I I I � 1 I I � NOTE: REFER TO BLOCK I I • I PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I � I I .I I• ' I I 0 2 • I � I 5D-I I I I I •I I 20'-0" 20'-0" I I� r 3 Y2 STEP — • 1100, 4 4 I I 5D- I i 5D- I I I • I _o 3 y2 STEPsm 6ARA6E SLAB.: .. ' o I am 3 Y2" GONG. SLAB ON 6RADE I 27- ( (2500 PSI MIN) W 6x6-N1.4xN1.4 I • 5D-I I MESH OR FIBER ME51-1 OVER 6 MIL. POLY ON 615% GOMPAGTED r — — - I " 5 P FILL OR VIR61N SOIL. 3 Y2 TE I I I SD-1 I i I I I I � I• o I I I •I o I I _ I �2 3 �-l 14'-0" 5'-4" 20'-8" 0'-0" LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •- ---INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE SOLID 6LOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES Se3i'e N o ` 7 2 w S AT O F .�0R �tl1Es.,111�� MAR n 2 2022 © copyright: MULHERN & KULP Structural Engineering, Inc. 0 z .J W W z C— NC r. z w na.. LZ J � .a Z= Q� A CU 4 Off ac = W~ cn •� j rz °O E =a ;. _J Z W � o 02 y m W g N M&K project number 068-2001 1 project mgr: JSB drawn by, B C issue date: 0 9- 13-21 REVISIONS: date: initial: 02/22/22 DJR 2 f= Cz ! Q_ 0 J LL TJ W W Q z 5 0 0 a 'Q ,� D J rd cL Ld V CL O Z JJ sheet: !�BLAS FLAN SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: I/6"=1'-0" (IIx11 SHEET) Fomi,,0 0 1-1 0 0I r— d- _I T- 0 I f C) t- Is N m I 40'-011 21'-411 41-211 41_611 31_01� 61_411 51—q11 lie 51_gll 41-611 51_4�I �"I `�I MB-1 51_411 31-211 51_/ 11 21-411 161-011 21- it 11 off 04 141.011 51_i(i CJ 11 201_(�11 401_011 ' r— BLOCK PLAN SCALE: I/4"=1'-0" (2244 SHEET) SCALE: 1/8"=1'-0" (110 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I::::::::: I EXTENT OF OVERERAMIN6 —INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOGATION OF REINEORGED GMU GORE El (SEE NOTES) JL METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I1) BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DESI6NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SF8-01EVOT ----- ----- MB-2 SFS-IB/OT ----- (1) #5 MB-3 8FIb-IB/IT (1) #5 (1) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=&O ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW MASONRY LINTEL A55EMBL I E5 5EE 56HEDULE AND 5PEGIFICATION5 FOR ADD'L INFO 1++-- MIN 0) COWSEiBmrD t_QJ _ � '+ �- MIN. 0) COt>RS""OND 1 t_QJ i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL 6ROUT 6ROUT BOTTOM REINF. PRECAST LINTEL W/ PRECAST LINTEL W/ #-�—� EMBEDDED REINF. t- "—# ETI�DED REW. MB-1 M15-2 rT--1, 1 1 1 1 1 TOP COURSE, IF 1 1 +� TOP COURSE, IF 1 L4.ifi its I L4J I REO'D PER ARCH.CONT1 REQb PER ARCH. BEAM TOP REINF. OR GONT. BOND BOND BEAM REINF. REINF. AS REOV 6ROVr GROUT _ BOTTOM WW. BOTTOM REINF. - PRECAST LINTEL W/ I p. I PRECAST LINTEL w/ T4--j-_�. WINF. 4 -`mot BEDDED REINF. MB-3 ry M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal;` :rN - 7 1 4•. �. id OF a :n A T C p P. © copyright: MULHERN 'P Q 2022 Structural Engineering, Inc. oCD Z C W W Z c z w a J Q 0 ZoC = Q� • U � Q WF- 0° E T + Q ; A Jj CD z CD W � � e y m W p N o: C+M C. IV M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09- 1 3.21 REVISIONS: date: initial: 02/22/22 DJR J W 0 Z 2 Y w � U O J m CL sheet: d O o� 0 j LL. U) CD Z a (L W d U) d U d F. 0 zZ J J I , FoN2.0 lJ EA5TEN INTERSEGTIN6 DROPPED BEAMS TO P05T PER DTL U/5D-2 4x6 P05T W � AE3A46Z BA5E C,IMPC�nW Rr.aG, �— REAR LANAI DROPPED BEAM5: LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL -.-.-.7.1 • I:::::::::I EXTENT OF OVERFRAMIN6 • -- - -- ---INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 501-I0 BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NC6 • 5EE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYHOOD 5HEATHIN6 244b, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBER5 w/ 2 3/8"xO.113" RIN6 5HANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL E06E5 $ o 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING 5HANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIR5T 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP5ON VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA 4 TPI'5 BG51 I GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16' O.G. U10L I PT CONNECTORS BEARING CONDITION TRU55 GONNECTOR LENGTH < 15' 51MP50N 142.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALLHOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/HOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN6INEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/7I-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTE5 $ 5GHEDUL5 seal: No 77 24 .c7` S ATE OF "t,� S`; C) NI A,\. ' % © copyright: MUAAW KWkR 1 %" Structural Engineering, Inc. a. z ...i oc w w z z z w J Q Z13= U W� C/7 H =JZ W ti W N a a� E E rx c 'Y Ez cm m Q E y Y O m OO N �O M M&K project number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date: 09-13-21 REVISIONS: date: initial: 02/22/22 DER d Q a z O LL W � � 0 Q z O a z a J LL 1. L1 U ° LL d 0 v 0 N LL Q 0 Z S Xa O J R00� FRAMING FLAN sheet: SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: 1/6"=1'—O" (110 SHEET) Sm 1.3 C 121 FILLED CELLS (SEE PLAN)" 4" GARAGE >. " TOP VIEW @ CORNER F GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND L r—(6A6E 5LAB EP LAN) 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA&E DOOR DETAIL SCALE: WS SCALE. WS 8" GMU BLOCK 8" WIDE GONT. 8" GMU BLOCK GONG. CURB BEYOND (1) #5 VERT. FROM FT6. EXTERIOR DOOR TO BOND BEAM. LAP w/ N FOUNDATION DOWEL �—Q, 6ARAE 5LAB MTL. THRE5HOLD MIN. 30" GROUT CELL > (5EE PLAN) SET IN SEALANT 5OLID PAVER5 (SEE PLANS) z Q e e d �—III- d° a) o GRADE a d e III I —I 1=1 I �� "' ' —I I I I —I I I-1 I I —I I F '=1 11=1 I l:c, 1-III—_� III —I I ° C e ° �— J I —III —III —I I— III—_1 III-111=111 =1I— IIIyI i 1) #5 DOWEL W/ 6" HOOK AT _ I I I=III—I ALL VERT. WALL REINF. III=1 1I III=III = I I I111—'' (5EE PLAN5 FOR LOCATION) 11—III=III—III—I — CLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GARAGE CURB DETAIL SCALE: NTS 8" GMU BLOGK---, o BEYOND EXTERIOR DOOR— MTL. THRE5HOLD 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) v m GLEAN COMPACTED` FILL o q5% STANDARD DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSWI NG 4 SGD POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) I —I I I- ° -I- mv� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) _z d e.. ° 0 6RADE II—II1=1II—I I I —III —III —I 11= .11 M� I —� I I —III I —I I I —I � 1=1 � 1- ' I -=III— I I 1=i11'(1) #5 DOWEL W/ 6" HOOK AT I— _=111=_I ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I.;, I I I i 1 l I I I I I I 111 i FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS ��2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 POOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) • I II —III —I III —III 11 ° ° " °Ili I —I I I —III —I I I- I —I I --I MONOLITHIC 11=III=III—III=II—'''— GLEAN GOMPACTED FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS PA TRY DOOR DETAIL 6 LE: NT5 3 Y2" GONG. 5LAB w/ WWF OR WIDTH PER ARCH FIBERME5H REINF. LU OVER 6 MIL. VAPOR BARRIER } e e 4" v z MIN m � 8" 8" (2) #5'5 GONT. SLAB RECESS AT SHOWER PATIO/PORGH/LANAI 5LA13 (SEE PLAN) 8"x8" THIGKENED — 5LAB W/ (1) #5 CONT. THICKENED EDGE DETAIL 3 Wes: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORCH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) z `r EXP JOINT V m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) ° 1=1 II I =1 I I —III —I Q �IIIII��III���III #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=111=1 1=1 I 111= (5EE PLANS FOR LOCATION) GLEAN COMPACTED =1 I l l I MI I I —III . I I I IPI FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS Y" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS b" FROM EA. r END OF WALL AND 5PAGE A 32" O.G. 2" (b" MIN. EMBED) W—W, STUD PLATE TIES PER } PT BOT. PLAN o 5TUD TOP 4 R BOT. e ° a °.. (2) #55 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNECTOR5 5UGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARAGE STEP DOWN DETAIL JJ SCALE: WS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z'< 4 ° ° e' dJ RADE 111E I I I-111 III, e° I I- z O GLEAN GOMPAGTED FILL o q5% STANDARD DENSITY GH�SE DETAIL S SGA.E: WS R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) PVC. GHA5E SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE `— MONOLITHIC FOUNDATION ll TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 seal: • N 77 24 �; a • AT OF °o MAQ A�-.% �'p!�t /Illlal�� © copyright : MULHERN & KULP Structural Engineering, Inc. oZ JFr W w Z_ N g C7 Z w aa,. J � Z� a =a ;: a. � _ W Co M o o Com W C CD M CL IV IF M&K project number: 068.2001 1 project mgr: , J S B drawn by: BC issue date: 09-1 3-21 REVISIONS: date: in sheet: d 0 O J LL. w � Q z 0 a a d a � 4 w U J v c�I,< O.. z J J WALE: WS SCALE: NM SDmil FASTEN ROOF 5HEATHIN6 TO FA50A WITH 2 %NO.113" RIN6 SHANK NAIL5 ® 6" O.G. jA LU 2x6 FASCI -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU WALL -5EE PLAN FOR VERT. I HORZ. REINF. 5PEG5 U ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM wi (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. I HORZ. REINF. 5PEG5 (D SECTION SCALE: S/4'=1'-0' PROVIDE 50LID SHIM BETW'N TRU55 I CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 7 5HANK 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 314" TAPGON ROOF TRUSSES — (2)3 Y2"x0.131" -5EE PLAN 2x4 ® Ib"o.c. FA5TENED - TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FA5TENED- TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH I" (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2NO.131" NAIL5 ® 6"O.G. FA5TEN BOTTOM CHORD OF TRU55 TO P.T. 51LL PLATE w Y4" DIA. x3v2' LON6 5D5 5GREW5 ® I6" o.c. PROVIDE M015TURE —� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. I HORZ. REINF. 5PEG5 FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 3/,)NO.113" RING SHANK NAIL5 ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF 2x4 BLOCKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131 " NAIL5 XA L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOGKIN6 ® 48 PACED ®4'-O" O.G. MAX. O.G. IN FIR5T (3) BAY5 OF FA5TEN 2x4 TO 'T' w/ 3)'4"x0.131° ROOF TRUSSES -GUT TO FIT L5 ®12" O.G. TIGHT BETWEEN TRU55 BOTTOT NOT REQ'D AT TRU55 HEI6HT5 kNF GHORD5 AND NOTCH AROUND '-1" OR SHORTER) 51LL PLATE FA5TEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAIL5 ®6" O.G. SECTION 2 SCALE: 8/4'=I'-O' C Ar1TCA1-,,,,,C 5HT6. TO HIP .113" RING D 6" O.G. VALLEY 5ET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI FA5TEN BOTTOM CHORD OF WNTH (1) 51MP50N VTGR " TO TOP OF WALL w/ 51MP50N ® 24 O.G. 8" GMU BOND BEAM w/—/ H6AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BAR5 GONT. (CONNECTOR INGLV IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM SECTION I HORz, REINF. 5PE65 SGALE:5�4'=1'-0' q SECTION SCALE: 3/4'=1'-0' �- BOND -BEAM -,---GONTIN. PREGA5T HEADER 8" CMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-CRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW 4 PIER DET>�IL Q�L4A�NRY 5 TRIPLE WINDOW SIM. TYP I CAL OVERT RAM I NCG CONNECTION DETAIL SCALE: N.T.S. PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"0.113" RING SHANK NAIL5 ® b" O.G. 5EE UPLIFT CONNECTOR SCHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 2xb FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 SECTION 3 SCALE: a/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRU55 I CONNECTOR IF TRU55 LOCATED LE55 THAN 1)2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAIL5 ® b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'5 FA5TEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2'x0.131" NAIL5 ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 5AR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. I HORZ. REINF. 5PEG5 SECTION SCALE: 3/4"=1'-0' TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF. <TEND INTO > BEAM (1) #5 IN BOND BEAM —�------- -- --- w ALL LAP5 IN MA50NRY 25" I ---------------- } \-- PREGA5T LINTEL, 5EE PLAN RUNNING BAR I FOR 5PEGIFIGATION w VERTICAL REINFORCEMENT PER F...(Y PLAN ROOF 5HEATHIN6 I 11 (1) #5 VERTICAL IN 6ROUT FILLED CELL 4x6 P.T. PROVIDE (1) (IF REQ'D PER PLAN) POST STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH #5 BENT CORNER BAR DROPPED ROOF TRU555 GROUTED CELL PER PLAN NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF %,N4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2' MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, U5E (3) ROWS OF 3NO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL 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 2Y2"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER WINDOW/DOOR BUCK DETAIL H SCALE: NT5 TYR. CORNER PERT. NALL RE I NI=ORG I NG DETAIL SCALE: NT5 2x6x12" OR 2XSXI2 P.T. CENTER BUCK NOTE: ALL HOOK5 AND 5PLIGE5 TO BE GON5TRUGTED AND 51ZED PER NOTES RT. REINI=ORGING DET>�IL @=E SCALE: NT5 NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE 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 HEM IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE I %" DIA. ANCHOR DRILL 6" INTO EX15T'6 I Q LOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY I DRIVE #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 50" LAP 5PLIGE I I I O 2X6 OR 2X8 P.T. BUCK I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ 4 <. DOOR MANUFACTURER - PROVIDE (5) 9/8' DIA. J-BOLT W/ 5Y2° GRADE = EMBEDMENT AT EACH DOOR BRACKET,EACH SIDE OF DOOR. PROVIDE IY2°x3i(b'p I —I I —I I THICK WA5HER W/ EACH ANGH R (UST BOL"' `. 1I I"'I I"'I O T TO BE 8" MAX ABV. CURB RE5T EQUALLY 5PAGED APPROXIMATELY 24" O.G.) - START BOLTS AFTER 6ARA6E GURB (8" MAX) 15ARAGE DOOR BUCK DETAIL K SCALE: NTS MISSED DOWEL RETROFIT DETAIL SCALE: NT5 SIM. s CMIJ STEM FOR DROPPED SRADE REAR WOOD LANAI TYR. BEAM TO POST CONN. SCALE: 5/4'=1'-0" P ETII�%T DET,hIL seal: N 78 0 2 `2022 �o �-O STATE OF °o © c°per• 1 i r At o z _Z J= w w Z \/ Z i Z w a J Q � .o °G E �- A $ U t 4 c E UJ =a Q. Jz W m CP 2 e �h y m W $ N �. CV) O. M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: BC issue date: 09-13-21 F initial: DJR Cz 5EE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ r ,� 51MP50N M5TMI6 TW15T STRAP. u 1 FA5TEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) ® EACH TRU55. - PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY 0 FASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"x0.131" NAIL5 ® EA. END. � J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE NHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. sheet: SDM2 Q 0 LL ���►G7'it.a 11 21 Pi PERMANENT ROOF TRU55 BRACING NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G I. HOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG5I) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 5HALL BE BRAGED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRL55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM GHORD BRACING: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU% MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. T OR V BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T OR 'L' BRACE-5 (REFERENCE BG51-133 FI6URE5 133-I6 4 133-lq). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 4 BC-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V 4 TREINFORCIN6 TO BE A MINIMUM OF qO% OF THE LENGTH OF THE HEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCING TO HEB/VERTIGAL H/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: H-EN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 AL16N, GONTINUOU5 ROW5 OF LATERAL BRACING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROH5 SHALL BE LAP 5PLIGED ONE TRU% BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 6OMPRE5510N NEB W (2) Ibd GUN NAILS (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL 13E RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGING 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GL05E5T TO EACH GABLE END HALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS o 510E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) �� DIRECT -APPLIED PLYWOOD/056 A-" ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOHN 2x 5TRON6BAGK (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIREGT-APPLIED 6HB GEILIN6 SECTION B-B ALTEtMATE 4EnW HM (3) OR MORE 5MAM TRM%5 ME 6WWW 19 0 DIREGT-APPLIED 6HB GEILIN6 - TYPICAL TRU55 ELEVATION PERMANENT TRUSS 5RAG I NG DETAILS 4 SGAL M NONE DIRECT APPLIED GEILIN6 GOMPRE5510N WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOGATION5) 2x 5TRON65AGK MAY 13E I1,15TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN66 AT BOTTOM GHORD (NOT REQV FOR 5TRUGTURE) VEB MEMBER REQUIRING BRAGING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) V OR T' BRACING o WEBS DE516NATED BY TRU55 MAN R NOTES �04 - �G4 I COMPONENT i GLADDIN6 PRE55URE ZONES Gomponent5 � Gladdina Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, RiA Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5E) (D5E) ROOF (HIP) O +141 -26.6 2r +14A -36.8 200 TO 27° 2e +14.q -36.8 0 +14A -36.8 +141 -28.3 2r +14A -45.1 ROROOFOI 2e +14A -28.3 3e +14A -45.1 (GABLE) 20° TO 27" 2n +14A -45.1 0 +14A -53.6 0 +21.2 -221 WALLS O5 1+21.2 -28.3]-. NOTE:Pressure5 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 wor5t case Scenario of 10 p5f (off. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETA I L5 ARE TYPI GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME � 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal; No T? 2�! S A-r Of �• �� O R111111511110 ,o AA A tp © MA ggt .ULH MP? Structural Engineering, Inc. 0 cm Z JLU W W Z N g CMrn Z W C. a. J 2 oac z= E C3 It_ A -'r �X C W c� :2 E Q > 1 �N Z �o '0 G op W Y y W m G N cc cM M M&K project number: project mgr: drawn by: issue date: REVISIONS: 068-2001 1 JSB BC 09-13-21 1 date: initial: 02/22/22 DJR d H W 0 sheet: J W 0 2 0 N 0 J d Q a 0 J LL W z IX (L U) J d W z J PBSBml L� (LO, W k�L k 4 F-0 "LLC_, r 16 0