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HomeMy WebLinkAbout6733 Shelby Lynn Way (2)1 ----.__ 1 - I - 0 ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM Ca) AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 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 TREAT: H-D 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 TM vn an Ian C,, 0 M D n n 1'e, s 90 Matawan Road LLC Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 6733 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 031 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 AREATABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS Ell 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 m w o °� >cr0 Q wZ)OF- U) w < F_ _ I- � J _j cr crc LLOOW w Q a _c— =ZLLcVn Z❑ �F-Qcz cz N Q o F- i i i 0 0 V cts �1-0 w wA �x 0 0 ~ .j w A w0-0 i Immmm OD CL U a) U) z 0 (L O_ E W U� Z 04 I.., r JE o Z aaaaa s AR 0 2 2022 ,G©MMUNITY; 'LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 9/23/21 SHEET cs I u 0 u c 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 ENDS RETURNED OF THE FLIGHT. S SHALL BE U RNED 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: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL RED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. 5. MEASURED S 1. HANDRAIL HALL BE PERMITTED T BE INTERRUPTED BY S S O U A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2TURNOUT THE USE OF A VOLUTE,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. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION 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 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R70ARE SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PROM . THE WALL SEPARATION PROVISIONS OF TABLE 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 UNIT 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 OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.THE SPREAD INDEX AND SMOKE -DEVELOPED INDEX E FOR WALL AND CEILING FINISHES 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 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 EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED a 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 PEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND GU O GS O S S O S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSAlTRI 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 0 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 EVER-r MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAI) 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-XHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS 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. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING 2 COMPLY WITH SECTION R312.2.. 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 M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE PP B BUILDING L BASED CONDITIONS. H RE APPROVED Y THE U G OFFICIAL, S ON LOCAL SITE COND TIO S. LENGTH F THE EXHAUST DUCT DOES N N G O US UC O S 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 THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER 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 MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF IC 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 Ml502.4.5.1 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 AFLOOR-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 R CHANGES, NOT RELATED TO THE CORRECTION F ERRORS THAT ARE MADE AFTER THE FINAL O O G S, CO O O O PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE THE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT FROM 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 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 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. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 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. w �00~ Ill >L"a0 W�pF- Q ? 3:W 2 > J cc cr_ �10E-Z 06 LL O O cn zZQQ Z E-- Z _iQZ>J Wa-=oCa iU) 0U Z-zLL(A �I-QZ� N cc n Q o Q 0 0 O j� V Oi r.�rA 0 MM `-`� 0 LL� 1� 0 X w Z w w CL U z O A O_ tL- W z Z o� cn m 0 aaaaa OMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 9/23/21 SHEET CS2 f11—Alt 0 O 3-SIDEI ACRYLI SURROUNI 10 10'-011 12'-011 16'-811 70 611 61; 111-0'I -- STUCCO WRAPPED — BEAM @ 7'-8" ❑ STUCCO WRAPPED ❑ 2 a = 4X6 POSTS a 0- op 0- op a ;, Q u LANAI 3 u o-o 00 Q 8'-8" CLG. O Q °� o 0 uj m MOISTURE RESISTANT m o DRYWALL CEILING I 0) 81-811 9'-4" 14'-811 I 6'-0" *35 SH EGRESS 35 SH �`L1 (53"x63") J -- �N XFER *- GRILL 18'-6" r''$ cy) 15'-211 ADD 7/16" OSB TO RK,, f AHU ON STAND MECH. CLOSET GREAT CEILING FOR FIRE \ 30" AFF Xt ROOM DRAFT STOP _Ic Tc%j •° c Lo 8'-8" CLG. -1 - `0 -1 v \ 00 , X OWNER'S ►� r RETURN AIR GRILLE SUITE (4)1'2" SH 8'-8" CLG. - 51.1211 � M PTRY"l inr-T- B K CO CV OC � I , > m 21_011 (p I I D g 111 I I } Z oC 111 1 OWNE Sr°� 3z " 8 -42--i a IN ,� - I ,- BATH 0 00 I I In 8'-8" CLG. ° cn M H �� 1 14-11 Qi o i i 2 -0 _NJ 3:��---� �- 31.31� (nn op � i - Lu J El Z U co M r Cfl Q �f r x 36" HT. FLAT Ni COUNTERTOP KITCHEN I = DINING 8'-8" CLG. ' ' -1 0 AREA 2 we r w 8'-8" CLG. '-5211 61.4211 I c 1 0'-5-1 11 1 11 , „ cr o i i I ' 11 1 , I , I I I Q 2_ 2 -4 4 -9 - M 8 -811 1 , OS WIC - I U, EF. I I 8'-8" CLG. I o6 -== WATERLIN I OPT. REF. I i °C I riN i i, i I R&S HIGH & LO I o � m ��uj_ I ' cV I II I---- --J I m cr 00 "' CL -oPT Lu (n w BEDROOM 4 c1,, M 1( DRYER �- i LAUNDR i �N BEDROOM 2 N co - 6 I m VENT 8' 8" CLG. i = I I D I 8'-8" CLG. I `�9 00 8'- i i� i � I s� cN " CLG. =0 X I _ _, IIW I �j CD ;�X 1 r , X �xCL _---� i QPT.I v Y I I CO II° I = I I N I 1 TC) WASHER II --J I 86�\ (4 12" L rIN r .- BOX �- ----� � SH — _ f 12'_g211 51.2211 6,-8211 � 10'-2" ' - - XFER 8 GRILL R - 1 111 � 41.6111 A�G� 2 -5z m `I - HALL XFER , GRILL w / HALL H BATLS.H -- I r 8 �� 8'-8" CLG. 2868 SC W/ CV WH O - Lo � 1, 11 m 1_ 11l i - 3 92 51_8111 2 SELF CLOSER �� 18 -10 N LAV_ , - o 3-1„ �- --- - o�-----------� 2" CONCRETE 2'-011 - O _' �� - U C o� 00 I WC @J i FOYER 22" X 54" CURB BOLLARD PER i ATTIC ACCESS COMMUNITY `\j m i R&S M,� _ 8'-8" CLG. ! --- ----- ---1 SPEC'S 2 CAR GARAGE r�N , CL � ------------ I CV I o) — 06 / I CL °C I 8'-8" CLG. N 0 1/2" CEILING BOARD x �v r ABOVE 11 �(b 31 24 WALL BOARD ON GARAGE SIDE PROVIDE 6'-811 (L8 1_ " 2 INSULATION AS REQ'D - ER \ O GRILL 2" CONCRETE -1 CURB 04 Ko ---------------------------------- ----�� o ENTRY T- BEDROOM 3 I -' -' 8'-8" CLG. x� 8'-8" CLG. o v 121.011 1 00 -- - - x Y "/ \\ EADER T 4" i ��'\�� i co o *25 SH i ��'16070 GARAGE DR. (V (37"X63" EGRESS)' 51-011 8'-411 '- 4'-4" ol 2'-0" i 16'-0" 21-01' - -- 6-41 _ _ - -- 1201-011 -13'-4" 38'-8" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" ME LEGEND SYMBOLS A BUILDING/WALL SECTION s1[r MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE UP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 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 F.-O- 4 F.-O. DOORS LOCATED WITHIN A LENGTH OF WALL 3-SIDED ACRYLIC O ARE TO BE CENTERED UNLESS DIMENSIONED SURROUND 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 SOLID SURFACE BRACKET SPACED 16" O C FOR COUNTERTOP (SVERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1, 2„ MAx SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS ; BD. PER SHOP DWGJ Fq WD.BASE MOLDING FINISH FLOOR Q FINISH - - - - — FLOOR1A I r SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. I- W Wz02: W W Z O 5 <o W �C)I— tr III w 3r w Q = W F- J(jWW Z) Cc ,6ZOOw ga�� Wa-21YIL _3WC)0Q Z) ZLL(_n �I—Qz� a 1 ^1 � Q Q 0 0 0 r� V 0 (L � a t�? o 0 0 0 l� w U) MCI I-- 0 D z 0 - � 0. w U W 0 z� 04 �o Z <� ��<j a � �,p22 MRR r Y COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 9/23/21 SHEET A`I.1 C7 0 STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" Mioo 12 ROOF SHINGLES PER COMMUNITY SPECS � 5 (TYP.) 12 5 35 SH 35 SH 2) 306]8 REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 1'-09 '-0" '-0" (TYP.) 10 4" WIDE STUCCO 12 12 BAND (+1) 5 5 12 HEEL HIGHT 5 - -- cy)- - -- 4" WIDE STUCCO - ----- ----- ---- �- - -- BAND (+1) � _ M 4" r , CRICKET T.O. MASONRY — — —__— , EJ T.O. WINDOW — ---- - 4" WIDE STUCCO BAND(+1) - -- 18" DECORATIVE i co FOAM SHUTTERS - bo d 2'-0" STUCCO si FIN. FLR. CV BAND RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" 1 '-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) Ell 4" WIDE STUCCO --- r7 ri F7 A BAND (+1) ----- -- -- --- -- --- -- -- -- ------1-974S2ARAOF aR=----------------------- PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ''�-max.:: _ �. ••c.,, 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) !Y W i- =fr �OOF- >o a0 WoF- (nir UWw Q�WF- 2 � � m ir Y 0 F- Z 'ouOOc/) Z zZ z F- _Z c J Q J W6-a:it 5=ZLLw �F-QZcz r` a C � Q Q o O � Q F- cn 0 z 0 O O > al w Vow wi � 0 w o w w a a oa Z t-" o z o M Q O rL in W 0 z Z O n- � IrZ aaaaQ MAR 0 2 2022 COMMUNITY: c@ PLAN # 6101 RELEASED: 9/23/21 SHEET A2,1 00 t` rA ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5� 1'-0" ol 12 5 12 5 35 SH *25 SH 2'-0„ FIN. FIRST FLOOR ------------------------------------------------------------------------------------------------------------------------------------------------------------------ LEFT ELEVATION SCALE: 1/4"=1'-0" 12 ROOF SHINGLES PER COMMUNITY SPECS 5 (TYP.) 12 5 I' 12 5 12 ----ll5 lo ol 1-011 *25 SH 2'-0" lo FIN. FIRST FLOOR ° RIGHT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE �: z �':•:<"y3: "_ �r .•s::`.:=�'c;;,���:r.��:-:; 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 C 1063 (CURRENT EDITION) IIr W LLI 'SOON >o a0 W F— cnUWw Q=WF- 2 F- > IL U) LU LLj Z) cr Y 0 F— Z �LL00c/) Z Z Z F— Lu Z < -i LLI Wa2ccL- � U) 0 Q =2ZLLcn �F—Qzp N cz °c n O � a Fa— O O O U O Z 0 low O j NJ w w w w A '< U) z O IL A O_ r w U) w 0 z z 0 �o MAR 0 2 2022 COMMUNITY; UNKS CALUSA SPRINGS L PLAN # 6101 RELEASED: 9/23/21 SHEET A2.2 O ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 w Lu �00� } >oCQO UJI I- cnUww Q�w�. 3E :D Y O I- z ,dLLOOC/) Zzz~'Z LA J Q J w n- 2 Iz �- �ZLL 2U_) H Q z cz-� cz C r` O � Q Q 2 0 0 U o a O O i� z 0 a D A o_ t cn w 0 tn o� � A O a a a a a wti . COMMUNITY: UNKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 9/23/21 SHEET A3 . I z 11 D z D z L Rd z z M z g 3- z 57 00 bo PRE-ENG. ROOF TRU1 FRAMING SHEET FOF T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN 1 A5.1 BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 WALL JDOW =LR. FOOTING PER FOUNDATION PLAN C` p,T a �C C •�. T- W T- Lu �j0OH >oCQO LIJ 0 cc u) U uiLu < =) ui _ > J _ LOZ LL00C/) ZZZ~Z_ LUg¢2-1 W L _ CC = j=ZLL(U �1-QZ❑ n Q CZc Q o H i i O i O O U z O ui 0 O tj z w w A z O A Z O U) W N Z O �Z aaaaa MAR 0 2 2022 COMMUNITY: LINKSING PLAN # 6101 RELEASED: 9/23/21 SHEET AS. I 91 INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @a 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" 4 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. GRADE I I ', GYPSUM BOARD Z n 3 1/2" fr Lu GARAGE 0- ELECTRICAL M PANEL 00 CONCRETE `V CURB REFER TO PLANS GYPSUM - BOARD .1' GYPSUM BOARD NICHE FOR ELECTRICP PANEL & WIRING ELECTRICP PANEL EXTERIOR- CMU BLOC WALL CONCRETE CURB REFS TO PLANS CONCRETE - SLAB ON GRADE AT GARAGE FLOOR 12 SEE ROOF PLAN 1/2" (MIN.) -1 CLG. BD. (8" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, SEE STRUCTURAL PLANS SLOPE ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY 4" SPECS 0'-0" SLOPE FIN. FL. `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION C@ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M Z Q d � w d I I I I I I I I I I I I I I I I I I L I -----JI I I I I I I I I I I I I I I I I I I I I I N - N L L :R 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 W } 2 � 0 0 1- } >oWCQO WC)I- u)UWw Q W F- 2 � J cr Ir Y Q I- z 06ILOOC/) zzz�z J °C:5¢<- W IIL 2 Er D- Z) z LL w �F-QZ❑ a' 0 � ccI-- O � Q Q 0 0 U 0 co "row cn z 0 0 = u w w i=i a (n mm.. a cn Z 0 a, O_ r w U) W U) oa � O 1%Z aaaaa COMMUNITY: UNKS @ CALUSA PLAN # 6101 RELEASED: 9/23121 SHEET A5.2 n z U) T el "L" FLASHING SCALE: N.T.S. "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL 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, ISTALL WITH ROOF CEMENT IOOF CEMENT 'HINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) 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 t 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. a" 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. 441, . STEP 1 FOLD 0 FOLD INWARD @ PT. A STEP 3 0 FOLD @ ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL �*4d!d!�m CQ I 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 7 AT s� Ir W CC Wz0= O } H wcW<0 cnU�W Q_jlWF, JU)wW �cc: C=Ir �LLOOcn Z Z z F w cr J Q 2 J W5-2crp- �2ZLLw H Q Z ❑ O 7d' O H O 0 U (� Im � O 0 O o a� aw w wA CL � a U) `Q z 0 a D A 0 U) W t� zw oa � A z aQQQQ MAR 0 2 2022 COMMUNITY: LINKS @ C U G PLAN # 6101 RELEASED: 9/23/21 SHEET GYP i 0 a FIRST FLOOR ELECTRICAL PLAN 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE n�l i i l—M—M— I III _J H � �_ I J ELECTRICAL RISER DIAGRAM NOT TO SCALE 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 9 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 46 FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) jp ELECTRIC METER 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 cr ui J � W WzO� O } >(r<0 W 0 H ir (/)UW W Q Z)W ~ 2�-Q cc Ir Y 0 H Z LL00ui Z Z Z H Z_ �J<�_j 1: Z)2zLL(U � P < z o� O Zd� a o O � i i i 0 i i 0 i U 0 °01 �. 0 a 0� U 0 m z i w w Ix 1'.0 U (LLLw w � z 0 a, D al I O_ OC cn W t� Z O� w U o wZ aaaaa COMMUNITY: LINKS PLAN # 6101 RELEASED: 9/23/21 SHEET E I . '� SCALE: 1 /4"=1'-0" N a S.1 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" 0� W > _ (� LLJ O O I-- >oCQO W 0 H U) w Q W _ F _ > J �Ircr-IY Y 0 H z tL 0 0 � zzZFz �_j¢2_j W=tea. rU)p0v �2ZLLcn H Q Z D cz n O � O - Z� �¢ I Q i I O i I I O O U Q 0 I~ VOW a 0 w � z o W a w a. 25 I) a U) U) z 0 (L A 0 a o� tn W to O w vo �Z aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED, 9/23/21 SHEET P 1. I u 5 u t 0 n MABONW LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO '� i- MIN p) COURSFJHOND I i -MIN. (I) COLRSEA30W LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL_ GROUT GROUT BOTTOM REINF. PREGA5T LINTEL w/ PRECAST LINTEL w/ # EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 r I i i �� TOP COURSE, IF -0�- TOP COURSE, IF L4J I I m REO'D PER ARCH. v I L4J I REQ'D PER ARCH. c----� i TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REAP. REINF, AS RCQD 6ROUr 6ROUr BOTTOM REINF. BOTTOM REINF. • -- PRECAST LINTEL w/ Q. I PRECAST LINTELREIN . EMBEDDED REINF. �-- - t -t-� EMBEDDED REINF. o MB-3 N M13-4 MABONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-06/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 81`I6-I5/IT (1) #5 (1) #5 ME-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" 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 LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS PB5B-I 15TRUGTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN EN6INEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITHY4" DIA. x 23/4" LON6 TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE5I5TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. GONGRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/e" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 5" GONT. FULL LENGTH OF NALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOGATION5 NHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC F I CATI ON5 (71'P. U.N.O.) DE5GRIPTION OF BLD6. ELEMENT 3x0.131 NAILS 5'W.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5TBLK'6. (5) NAILS @ 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTNN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE g NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS d INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THI5 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPN - EXP. B WIND IMPORTANCE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.16 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR I$ SHEAR AALL 5HEATHIN6 5PE , 11= I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENIN6 SPEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2J/2"x0.131 " NAIL5 @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 2'211x0.131" NAIL5 @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y9'xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TO61LTHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS © EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANAL1Y515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF THO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARHALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 KITH 33(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA RATED 5HEATHIN6 %lb EXPO5URE I OSB OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window $ Door AIloNable Wind Pre55ure5 140 MPH Wind Zone ExI205ure B®° OPENING 5IZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 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. +lq.O P5F/-20.8 P5F +Ig.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +15.0 P5F/-22.0 P5F 500 SOFT. +15.8 P51F/41.6 P5F +15.8 P5F/-11.6 PSF (DEnd Zone i5 defined o5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate Pre55ure5. Divide allowable pressures above by a factor of 0.6 for ult. Pre55ure5. ROOF FRAMIN6. • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD SHEATHING 16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %NO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END it DRAG TRU55E5 W RING SHANK NAILS a 3" O.G. (U.N.O.). PROVIDE 13LOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRUSS BELOW w/ 51HP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 lt BRAGIN6 OF METAL PLATE GONNEGTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH it EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I F7 CONNECTORS BEARIN6 GONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N H►OA WOOD STUD HALL/HOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON HOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5161N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS. LEiSENP • ® INTERIOR BEARIN6 NALL • I-- = = = = BEARIN6 NALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL • I::: :I EXTENT OF OVERFRAMIN6 • - INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = -f P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 61JARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED R15K GATEC70RY II GENERAL FRAMIN6 • 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 BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER ® 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-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD & (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS if OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS N/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/16" 0513 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^(o psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"x0.131" NAILS ® 8" O/G OR 2 ROH5Y4"x3Y2" 5IMP50N 505 5GREN5 (OR 3)12" TRU55LOK 5GREN5) ® 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 i 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OF Y4"x6" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) ® 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM E06E. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR 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 /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 SHOP DH65. 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., EXP05URE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS N/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (5) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. 9 SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal 9 .0 r -3 AT OF Fri i r ` jiisii © copyright: MULHENARLPD 2 2022 Structural Engineering, Inc. 0 CD Z ,J W W Z CD z Z W Ca.. J CD Q °' Z� Q L-- U ., �4 WF- cn > =J M E a QA J� b o �ca ca m L6 W C N W C+•) G. IV M&K project number: 068-1 9022 project mgr: drawn by: issue date: JSB BC 09-2 1 -2 1 REVISIONS: date: initial: sheet: J W 2 0 - Z O IL 0 SW0.0 'Q Q 0 U. 2'-0" LANAI 5LAB: 3 Y2" GONG. 5LAB ON GRADE (2500 P51 I c� I 12 WIDE GONG. MIN.) w/ 6x6-W1.4MI.4 I I TURNDOWN EXTENDED 0 ME5H OR FIBER MESH I � I MIN. 12" BELOW GRADE o ON q5% GOMPAGTED FILL OR VIR61N ROIL. I HVAG q I 2 UNIT I 5D-I 3 1[12" STEP 5D-I I 5D-I 7 P 84;� 20;_;� I � I , f • I FRENGH DOOR REGE55 PER I • MANUFAGTURERS I � IN5TRUGTION E I � I • 9 4 _. ....._. _. � 1 � I I. Ii I. • I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL o I LOCATION DIMENSIONS. o I I I I o I i i Ln I I • i •I � ; I 2 I Iq'-4" lij e • I �—------3y21; 5TEP;----- ---� I 4 4 I 1 5D-I � 5D-I I I i 3 Y2" 5TEP 5D-I I GARAGE 5LAB: 3 )12" GONG. 5LAB ON GRADE �3" y25TEP (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 _ L.. _ ME51-1 OR FIBER MESH OVER 6 MIL. POLY ON q5 o GOMPAGTED FILL OR VIR61N 501L. 0 LU • 0 • -- 5 a 5D-I 2 SD- 20'-0" 0 2 5D- 5 SD- I I• la ; 0 N 0 ; 0 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •------ - -- INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SCHEDULES seal: ova 9�G MWR, 0 2 2022 v Cr a. S © t : MULHER4& KULP ,�' eA dur�l�girt ing, Inc. s.. P � a, Joc w w Z c � rn Z wa J aa. N ..o Z= Q'4 C) it = It c CC W~ °' Q > • W Y �? O y to m` LA W cc C N Co c. M&K project number: 068- 19022 project mgr: .J S B drawn by: B C issue date: 09-21 -21 REVISIONS: date: initial: sheet: �I A W � x o O 'L z J 0 (y) Y Q J J SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/8"=l'-O" (IlxI1 SHEET) Fm 1,60 0 4.1 4'-2" 4'-6" 3'-0" 6'-4" 5-01/2" 5'-11/2" 4'-6" 6'-0" MB-1 MB-1 MB-1 O i 1 2J O - _ CV I 9 a I"Ip-J 5'-0" 3'-21' 5'-21' I-0" 16'-0" 2'-0" 10 131-411 51 _411 20'-0I1 I t- L) %n I T— i CD CV T_ lf) 1 I G BLOGK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL 1: I EXTENT OF OVERFRAMIN6 • -- - - INDIGATE 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL OETA I LB REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (I) #5 MB-3 SFIb-IB/IT (1) #5 I (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 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 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 SEE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOUR5E_/130141J I LQJ MIN. (1) GOURSE/BOND i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. i- PRECAST LINTEL w/ I p. I PRECAST LINTEL. w/ EMBEDDED REINP. �—t EMBEDDED REINF. MB-I MB-2 rr--1, I I I �- TOP COURSE, IF TOP COURSE, IF 1 L4J I m� I L4J I REQb PER ARCH. REQD PER ARCH. --_--� TOP REINF. OR G.ONT. CONBOND BEAM BOND BEAM REINF. REINF. AS REQb GROUT GROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL W/ �- q. I PRECAST LINTEL w/ � EMBEDDED REINF. t e'eWDED REINF. MB-3 MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES 1111111111111117 seal: N Z4 E OF tl6YL�ii9 © copyright: MULHERN & KULP Structural Engineering, Inc. ozZ JLU w w zCJ �Z z w aQ,. J Q � OC Z= A II— � U � Q i a Q A J� z LU CAP o y m W N cc IV IV M&K project number: 068-1 9022 project mgr: JSB drawn by: BC issue date: 09-21-21 REVISIONS: date: initial: 02/22/22 Dip, sheet: d Q a 0 J L. d J d U V-1 ICY)LL U) f— Oz J J 00 SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/S"=1'-0" (IlxI1 SHEET) Fw2.0 i I I I I I 111 n 1 u 1 11 1 1 1 1 1 1 1 r< n P>=AQ I AKIAI nPnPPPn R=AMC�. LEGEND • ® INTERIOR BEARIN6 WALL • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • - - - LOCATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF OVERFRAMIN6 *_.....- - ._____-INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NC6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-0I OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. EA5TEN 5HEATHIN6 TO 6ABLE END d DRAG TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE 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 TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BC51 I GUIDE TO 6001) PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED NOOD TRUSSES." • ROOF TRU55 SHOP DH65, SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH � SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I 104T CONNECTORS BEARIN6 CONDITION TRUSS CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON HOOD STUD HALL/WOOD BEAM ALL 51HP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTE5 � 5GHEDULE5 © copyright : MULHERN & KULP Structural Engineering, Inc. CD JLU w w z_ CJ c� z W d J Q L � Z= Q� c cc Cn a JZ Q. o y 29 m U% LU C N cc CG M IV M&K project number: 068-19022 project mgr: ,J S B drawn by: BC issue date: 09-21-21 REVISIONS: date: initial: w I /-------------- ; I z d LL / / I 0 / I / HIP GIRDER TRU55 /I �" 4 / HIP 61 RDER TRU55 I 2 W 5D-2 I 5D-2 O O (51 H I P 61 RDER TRU55 f— o w 4 / I oLL 5D-2 I T/ I `0 0 �' LU LL O 0Z I I ROOD SRAM I NG PLAN SCALE: 1/4"=1'—O" (22x34 SHEET) VALE: 1/6'*'-0" (110 SHEET) sheet: Sm 1.3 _ I I I I I I I i I I i i i I I e FILLED GELL5 (SEE PLAN) vH"L7r_ @ CORNER F 7 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4" (SEE PLAN) Lt— iz 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" CMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ n FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID. x _z d c0 O GRADE o z 11111I F� 8" WIDE GONT. GONG. CURB ®I I! i 00F1(5EE PLAN) I I=I I — III=� fill) #5 DOWEL W/ 6" HOOK AT Ir ALL VERT. WALL REINF. III=� I III=111 = 1111 (SEE PLANS FOR LOCATION) I �=1 11=III—III—I - GLEAN COMPACTED " I Ti I=III= I �' FILL o q5% WI TH MONOLITHIG FOUNDATION STANDARD DENSITY I W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'4' WIDE W/ (2) #5 BARS G,�R�GE CURB DET� I L 5 SCAL.E: xT5 8" GMU BLOCK- (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID zx a� O GRADE -115111—' 1 11111111�11 O _ _ d d. ° I I=1 I I— =1 I I=1 III �111111 ' I_ III— III 1) #5 DOWEL W/ roll HOOK AT ALL VERT. WALL REINF. III I I III=III=111 _� I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I I I I I —III I 11= —IIL—j1 FILL o 515% WI TH MONOLITHIC FOUNDATION STANDARD DEN51TY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) VALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° d d a _ _ " III—III—III—III— �° III III—III=1 I I I �' —III I I- cx I —I I III —I I —I I MI I- ' III I I I —I I I —III I I —I 1I- II I- =1 m III I I d I I—III=1 I I- II II —19III-III- -"'—"'MONOLITHIG I I, II GLEAN GOMPAGTED III =I I=III FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 SGAL.E: rir5 8"x8" THICKENED SLAB W/ (I) #5 GON I . THICKENED EDGE DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) EXP JOINT V in \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) a ' ° I 44 III III ICI—I� a � ° I=III—III—III III- —ICI III III —III ° III—III—I11 ; 1, 11=1II IIFI d° I= 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I I I I=III=11=1 I 111= (SEE PLANS FOR LOCATION) -1 I III —III —III , .I I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WALE- NTS Y2" GYP. BD. EA. SIDE OF 2x4'5 o I b" O.G. Y" J-BOLT5 b" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) F—Q, x STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP $ PLT. BOT. . d' - e O d °d (2) #5'5 GONT. W/-/ SII 8lI 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: WS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z cSJ O RAVE ' z PVC CHASE SLEEVE TO BE ' I —I I I —I I I I o 'IIIiIIIIIIIIIIIII GLEAN COMP ACTED FILL o q5% STANDARD DENSITY STS DETAIL)�H R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) TWICE THE DIAMETER OF —III=III I =III PROTECTED PIPE I I=III=III= ' 111-111 MONOLITHIC FOUNDATION WI TH y�/ (2) #5 GONT. ON CHAIRS 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS dal:. 778 ` -:�T 0 ` j2 2022 0 % c1k © copyright: MULHERN & KULP structural Engineering, Inc. CD Z_ CC w w Z c Z w J 0< � Q Z� U U � �, �4 C W ~ C/7 E � —� m E Q Jz > Mo Z W -v o oD m � y Lil C N �a M&K project number: 068-1 9022 project mgr: � J S B drawn by: BC r 0,9-21-2`I initial: DJR 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL r EXTERIOR DOOR OVER 5/4" FURR STRIPS V 1 MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB 3Y2" GONG. SLAB (SEE PLAN) w/ WWF OR WIDTH PER ARCH _ ~ < PORGH/PATIO/LANAI FIBERME5H REINF. LU Q w SLAB OR PAVERS OVER 6 MIL. tY iri T T i (SEE PLAN5) VAPOR BARRIER y W W a d d n PER MANUF. 0 s I1511 I=1 =III=III=c I-1I ° III_II I_III—III_ ' ° ° O U" '—III—I III —I I I I —I I I_I I I —III- ° °III —III —III- _ ° da I� =1 m III I I I —I 11=1 I I_ m w I1 I II I I11111=1 11=1 I I 11 I_ 'I MIN MONOLITHIC I—III-III=III=1 1I- GLEAN COMPACTED =I I �_ I I' FOUNDATION W/ (2) #5 8" 8" (2) #5'S GONT. r � FILL o q5% STANDARD WI TH GONT. ON GHAIR5 V DENSITY AND TERMITE 0 �-- TREATED 2-STORY: 1'-4" WIDE C w/ (2) #5 BARS w d `� � t-STORY: I'-0" WIDE �--+ W/ (2) #5 BARS ~ x O o? EXTERIOR OUTSWING 56D POURED SILLS DETAIL II SLAB RECE55 AT 5H011ER LL Q J J SCALE: MS SGAI.E: Nr5 sheet: SDw 1 u a" FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. w 2x6 FA5GIA -SEE ARCH S" GMU BOND BEAM W/ (1) #5 GONT. W REINF. GMU WALL -SEE PLAN FOR VERT. t HORZ. REINF. 5PEG5 SEE UPLIFT CONNECTOR — SCHEDULE ON PLANS FOR CONNECTOR SPEGIFIGATION5 S" GMU BOND BEAM W/ (1) #5 GONT. S" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1)42" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. It— SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR l i CONNECTOR SPECIFICATIONS I SECTION 5GALE: 3/4"=1'-0° TRU55 OVERFRAMIN6 PER PLAN --� 20 5ECTION SCALE: 3/4"=1'-0" ` PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM PER PLAN PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF.) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12" OR CL OF OPENIN6 2XSXI2 P.T. CENTER BUCK 3/e" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH SIDE OF OPENIN6 -VERIFY CONN. REG'MT N/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"X3i((," THICK NA5HER W EACH ANCHOR 05T BOLT TO BE S" MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) START BOLTS AFTER 6ARA6E CURB (8" MAX.) BUCK DETA I L 0�_��6EDC�IOR 5GALE: rrr5 PROVIDE 50LID SHIM BETN'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN 112" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL N/ (1) #5 BENT DOWEL N/ 24" LEC75 5ECTION 3 VALE.- 5/4'4-0' VALLEY SET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OYERFRAM I NG CONNECTION DETAIL 5GALE: N.T.S. -�— BOND -BEAM _,___—GONTIN. PRECAST HEADER --�� 8" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED GA5T-GRETE WINDOW SILL, OR EOUIV. GA5T-GRETE WINDOW SILL, OR EOUIV. DOUBLE WINDOW MA5ONRY PIER DETAIL L WALE: NTS TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETN'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR SHEATHING TO BLOGKIN6 IN EA. TRU55 BAY N/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKINS IN EA. TRU55 BAY TO BOND BM. N/(4) HILTI DNI72P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 N/ 2 Y2"xO.131" NAIL ® 3"O.G. 8" GMU BOND BEAM N/ (1) #5 BARS GONT. S" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. d HORZ. REINF. 5PEG5 P �EITETf�IL SECTION SCALE: 3/4"=1'-0" ALL LAPS IN MA50NRY 25" - RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL WALE: NTS 5EE DETAIL I ON STRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU N/ 51MP50N M5TMI6 TN15T STRAP. FASTEN STRAP TO GMU N/ (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU N/ (3) Y4" DIA. x 3 YY LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 N/ (2) 3 Y4"x0.131" NAILS @ EA. END. TRU55E5 PLAN T CONNECTOR SCHEDULE WALL REINF. <TEND INTO BEAM ROOF TRU5 -SEE PLAN (2)3 Y2"xO.1ln 2 %"xO.113" RING SHANK 8" GMU BOND BEAM Ni (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. 8 HORZ. REINF. SPECS SECTION 5GALE: 3/4'=►'-0" seal, a 2 a a S A F 0s v r _ ✓ l SOAR R 9a-M2 © copyright: MULHERN & KULP Structural Engineering, Inc. o 0 z_ w w zCJ Z a— z w Q na.. J Z= Eo� WW C17 T —+ M E I— W o Z n0 W Y C? y m Lil C N Cc M C. M&K project number: 068- 1 9022 NOTES: project mgr: J S B I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %WX4" TAPGON5 6" drawn by. BC FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF iBUCK.ssue date: 09..2 ..2 '] 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. REVISIONS; 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. date: 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X 0212212 BUCKED OPENIN6, USE (3) RON5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. ® NO" DOOR I EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REGUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK N/ (2) RON5 OF 2Y2'x0.131" NAILS ® 16" O.G. FASTEN NINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. MANUFACTURER GHANDOW/DOOR BL'GK DET,�IL E:: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. HERE FUTURE S" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5V6 1f I IN GROUTED CELL SLAB, EPDXY 4 DRIVE I I J #5 DOWEL, PROVIDE MIN. I 30" LAP SPLICE I I I O — I I ° a , 1z III —III —I GRADE — —I -� I M I 1-1 M I S ° °° `� I MI I I —I I I=I 11= 1 =ICI=ITI—ICI—III< —ICI—ICI—ICI I=21'1 I—ICI—ITI—ILL ICI —ICI —ICI- III-1 11- MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. A GMU STEM FOR DROPPED GRADE LETTERED DETAILS ARE TYPICAL FOR TH 15 HOME � SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. N/Y4" DIA. x 5144" TAPGON (2)3 Y2"xO.131 " VERT WALL REINF. TO EXTEND INTO BOND BEAM P.T. P0 PO5T PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, Cl" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 5/4"=1'-0' NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQU I RED WHERE SPECIFICALLY INDICATED ("GUT") ON THE PLANS. 2 q) cz' ft4 J UJ UJ Ca � J H z 0 0 (n 0 sheet: initial: DJR 'Q Q 0 J ILL U) D J r'Q V �~ I~ Z O J SD"2 PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "6UIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLIN6, RE5TRAININ6 d BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-B3 F16URE5 B3-18 d B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FIGURES 153-22 4 BG-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' it 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES ALI6N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRESSION WEB w/ (2) 16d 6UN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER I MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA6011AL BRACE NAILED TO OPPOSITE PROVIDE (2) 16d NAILS A SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/056 A ROOF SHEATHING GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON6BA6K (NOT REQ'D FOR STRUCTURE) DIREGT-APPLIED PLYWD/O5B DIREGT-APPLIED 6WB GEILIN6 5E6TION B-B ALTERNATE MMM H*5T (3) OR MOA:_ 5"LAR Mr-SES ARE GROWW 0 N DIRECT -APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION COMPRESSION WEB (SLOPING OR VERTICAL) COMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 a Gladding Wind Pressures UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE550RE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P51F) ROOF (HIP) O +14.11 -26.6 2r +141 -36.8 20' TO 210 2e +14A -36.8 +14.11 -36.8 (D +14.11 -28.3 2r +14A -45.1 ROOF 2e +14.q -28.3 3e +14A -45.1 (GABLE) 200 TO 21• 2n +14.11 -45.1 O +141 -53.6 O +21.2 -22A WALL5 O +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get an equivalent ultimate load pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. YalueS are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. spa;.- o ; a sA ffrlit, 9 E � 2�:, IAA © copyright : MULHERN & KULP Structural Engineering, Inc. CD z J� w w Z C� Z + -J Q Z cr U F- WWH to i -J Q Jz W 0 aa.. Q (5 L mot' �- C � a� E Q 0 CD mM O N CAM d M&K project number: 068-19022 CONTINUOUS LATERAL BRACE project mgr: ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE drawn by. INDIV. TRU55 SHOP DRAWINGS issue ate; FOR LOCATIONS) 2x 5TRON6BAGK MAY BE REVISIONS: INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT date: BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 02/22/22mos ner WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR 6ON5TRU6TABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) 'L' OR 'T' BRAGIN6 WE55 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I NG PETA I L5 $ NOTES SCALE: NONE VIREGT APPLIED GEILIN6 U) 1-1 JSB BC 09-21-21 initial: Dip, LLJ Q o ° J O 'L Q [-' z U 0 o U) C� z J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSSm 1 BP 2T72 �133 Selby Iti r . L� r 1I 8 4