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HomeMy WebLinkAbout6985 Shelby Lynn Wayc to ABBREVIATIONAS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRIG. 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 STR)%l','.r) 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 INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB I I I i TM Cor-"p�an ip- 90 Matawan Road —LLC- Matawan, NJ 0"7747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "A" 6985 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 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." LOT 001 AREA TABULATION:l ELEVATION "A" 1 ST FLR A/C 1,464 SQ. FT. TOTAL A/C 1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL U R F2002 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 E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHA1.1- � Cr-'MP_ Y 1NITP P4EV,A1LAG AN-) CIr� PLAN cc W _ WX o°� } >LuQ0 W C) cnUWw Qw� _ > J �fr� Ir Y 0 F— Z chdLL00c/) z z z H w_ � J Q J W (L = (f) p O U p=zLLc/) azo r� r^ OM �a 0 Q C?J w� wA U) z m MEMO o wA O O u z w Ix w Tx 3: U) Z O_ a: U) W cn oa c o mZ aaa < DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/21/21 SHEET GSI 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. PANE I LARGER THAN ARE FEET 1 • THE EXPOSED AREA OF AN INDIVIDUAL N S G 9 SQUARE SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND HALL BE INSTALLED IN A MANNER THAT PREVENT MOISTURE FROM ENTERING THE WALL S S S 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 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 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, 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 ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAIL WITH A CIRCULAR RSECTION HALL HAVE AN TIDE DIAMETER F NOT S C CU CROSS S OUTSIDE O O PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF 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: R M THE GARAGE FROM HABITABLE00 S AB VE O 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 H HORIZONTAL AR LES THAN 180 DEGREES THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCC S THE PROFILE. THE WIDTH F THE HANDRAIL ABOVE THE RECESS HALL BE T LE THAN 11 4 INCHES O T O O C SS S O SS A / NC S - 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 R302.9 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 30 INCHES 762 MM MEASURED S � ( ) SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME AND SMOKE 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. SPREAD -DEVELOPED 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 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 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 I THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF 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 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: T HE MAXIMUM THE MAXIMUM ALLOWABLE EXHAUST 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 COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE 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 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 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 R702.4.213ACKER 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 INCHES196 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 WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R7034 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. THE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT . APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 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.RAD . AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICALOPEN 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 BUILDINGNOTIFICATION,SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS .7.5. R3112 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR THEOFFICIAL, MAKE THE REQUESTED INSPECTIONS AND SHALL OF THE ION 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. PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND THE ENDS MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACG�SS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. L L INCHES 76 mm ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S ( ) DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 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. 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T cV RAG —\.� ' ----d SPECS LOCATION_ �R /�I ASTAND -- - ALLS, kBA�THS i � f� ' 1" 6-12 ��� 1 30" AF '3-92 ' 8 -8" CLG. 6-�- � I - - HALL L -- XJ3RK T - 8'-8" CLG. rs�_ m Tie -- R&S -- FOYER ER s IL �G�R N c\1 CL 8'-8" CLG. BR f 32' 6'-11" 2 9 3'-911" 2 1' 71" - 2 4'-6" 00 T ENTRY 00 8'-8" CLG. 1 '-0„ FLAT SOFFIT - - AT T-4" - BEDROOM 2 8" 8'-8" CLG. 10'-0" *25 SH 37"X63" EGRESS 1 6'-0" '-4" 7'-4" " 4'-0 20, -- -- 18'-8" -- -- - - 5'-0" 1 1'-4" - --� - 351_0" 1 A5.1 FIRST FLOOR PLAN In Lo N LEGEND SYMBOLS o Tco V/ T A BUILDING/WALL SECTION S[1T MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE UT ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED 0 PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL 00 CMU WALL w/ FURRING & ' INSULATION NOTE: INTERIOR WALLS ARE DRAWN T TO ROUGH DIMENSIONS STAIR DIAGRAM 0 0 co 111 c" M STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. [BASE CABINET AS ; BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR FINSH F OIOR1 r SUBFLOOR ap TYPICAL DOOR PLACEMENT DIAGRAMS F..n. i F.-n. ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. s Ir J {_— w Wzom wLuZO >QO cnUww LuW Q W ZZz�w Z w J Q < �- 2 it n- m _32zLLw Q Z ❑ N 1 O F— O � Q 0 0 � (L U O a O p 0 O (j) w MEW w U) Oct z O r w U) Id U) 04 U) n 4 o °s • F r r � yi1 1 . (,{' COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET A "I `I . SCALE: 1 /4"=1'-0" _ 4" WIDE STUCCO +1 BAND � I \ 0101 �t +1 ---� 4" WIDE STUCCO BAND r, WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE STUCCO \ BAND +1� -- 00 2" � 4" , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" r ROOF SHINGLES PER COMMUNITY SPECS. 12 5 12 5 5:12 0 5:12 0 12 5 35 SH `35 SH 01 3068 (2) REAR ELEVATION SCALE: 1/4"=1'-0" 5:12 12 12 5 5 ROOF SHINGLES PER COMMUNITY SPECS. 5:12 2 0 6" FASCIA, TYP. Cam= 1 „I��71�11—:1��Lsf 11 El F1 El 1:1 El El El El 4" WIDE STUCCO D (— El F1El El El M J_-ICJ 1= E�l Im.-E; Q F=� FRONT ELEVATION SCALE: 1 /4"=1'-0" L BLDG. HEIGHT 6" FASCIA, TYP. _ MIS c) T.O. MASONRY T.O. WINDOW 1'-0" wm 4" WIDE �. STUCCO BAND PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH��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 C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) W F-CC W WZO:E 3: O >- >o ao U) U W ir W QWF- IL IL U) W — �tYcrIY Y O I- Z LL.O_OrA Lij Z qZ Z F- Z_ � J Q —J W 12- 2: �cna00 Z=ZLL°U) M F- < Q N o O � Q Q 2 cn z 0 0 MCI 0 w 0 w 1-i a) o w 0 cts i Ii I-" w z M 0 w T� U) 0 O. cn W z Z O� in EZ o aaaaa DEC 1 202 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET A2. I r 0 12 5 5:12 T.O. MASONRY j illffe FIN. FLR. Uf 12 ROOF SHINGLES PER 5 COMMUNITY SPECS. LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 0E$ ROOF SHINGLES PER COMMUNITY SPECS. 5:12 0 12 5 12 5 '25 SH 5:12 12 5 12 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE ; •: .,�,:c..;-; �:- ;c; '- ;..'•{:�;" 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 CEM[EENT 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) 12 5:12 5 T.O. MASONRY FIN. FLR_ 00 n rr o�~W WzO� w wz0 > cr 0 WZ�f- cnUWw ¢-WF- J cf) W W Ir Y 0 F- z �LL00w Z z Z ~ Z rv-Lj-J W D_ _ CctZ -icnp0U �2ZLLcn �F-¢z� n Q' O tZ ¢o O �i H U) O 0 Z o o � U � O 0o w o 0 w � w � o Q cn w w w 2 x U) O_ U) W cn Z z O� v- A wZ aaaaa DEC 1 2021 COMMUNITY; LINKS AT CALUSA SPRINGS FLAN # 6100 RELEASED:12/21/21 SHEET A2.2 a c ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 83 LF. NOTE: LOCATE RIDGE VENTS Z-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 R90.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 It W Wz0= O>_ F- >cr<0 WC)F- ir c)UWw _W (ZF— >� � LU cc cc LLj Y O F— Z � LL 0 0 U) zzz�z � J Q _J W IZ = �=zO(/) �F-Qz� n O CZ !Y n Q o O g �i I¢- O O O o (L 0 O o O O w w w 2 x U) 0 r U) W cn O� Wn A lxZ aQ�aQ DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET A3. 'I H z w co z O U z w le 1 A5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i 12 I 12 5 �41 PRE-ENGINEERED ROOF TRUSSES 5 SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY CALCS, TYP � T.O. MASONRY 1.1r.�h1,1n-n n ti �` r:l r,:, :nrn ,l,.n �. •, �� 1 ,Av _a-_: �.'` GREAT ROOM T.O. WINDOW — _ BEDROOM 3 LNDY. BEDROOM 2 (BEYOND) FIN. FLR. CONCRETE FOOTING SEE STRUCTURAL PLANS 1 A5.1 , BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 i 12 5 12 PRE-ENGINEERED ROOF TRUSSES 5 SEE FRAMING SHEET FOR DETUS i INSULATION PER ENERGY CALCS, TYP. Y Y Y Y X i ,' ti Y Y F Y Y a`- �"Y y Y Y Y 1 `('Y y .. .._l, `�'_�...'_ _^'._.... .�:,_ ..._,. k. 2 CAR GARAGE LNDY. CL KITCHEN I, BOTTOM OF LINTEL ' @ 7-4" A.F.F. BUILDING SECTION SCALE: 1 /4"=1'-0" — ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 OWNER'S SUITE CONCRETE FOOTING SEE STRUCTURAL PLANS T.O. MASONR) --------------- T.O. WINDOVI W } _ cr- Lu �00_ >or=¢0 W 0cr H U) U w � Q Z) W ~ J�wg �Ircccr Y01-Z '6u-00U5 ZZZ~Z tY _j Q J Lu IZ = c Z) = Z LL U) �F-QZo Q o cd O (j) 0 z O ,C ~ U 1-" (!� O U .J ao w~ I� U) Z C) O A w "~ w w x X U) O_ r OC N W tn O Q � o zaaaaa DEC 17 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET AS, I a SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN m TAI 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING ' REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD %MASONRY Y(REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. -----BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO �nnnoo. n, STRUCTURAL. TOP OF C.M.U. I (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 11 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. 'I EE __ BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG ::�/MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. SEE STRUCTURAL WINDOW PER PLAN I Till �__ PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD —� FROM HOUSE TYP. 1-STORY WALL SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \_ CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE Il INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) J ---- CLG. BD. SOFFIT INSTALLED PER (8" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGI=) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEW4„jjZ: SPECS AY PER COMMUNITY SEE STRUCTURAL PLANS 0'-0" SLOPE EFIN. FL. Lm ® `—FOUNDATION cv) PER STRUCTURAL DRAWINGS WINDOW WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" f 11 GYPSUM - GYPSUM BOARD BOARD z g 3 1/2" GYPSUM w GARAGE � BOARD NICHE FOI ELECTRIC PANEL & WIRING N ih ELECTRICAL PANEL ELECTRIC PANEL CV C° EXTERIOR CMU BLO( WALL N CONCRET CONCRETE CURB REFER CURB REF TO PLANS TO PLANS li' 1� CONCRETE SLAB ON GRADE AT GARAGE FLOOR ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I I I I I I .....j z a � w d I I I I I I I I I I I I I I I I I I I I I I I I CV il) co - N i %I. �]E: K---- 1 -6., N ER 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 e,,ea>D1 F7C r E # r) r_ r6 L C !r W cr f— w OCQO cl H Ir III W Q Z)W J ❑ cr_ cr_ '6LL00w Z Z Z F- Z � J QQ J W(L2 cr a U)❑OU �=ZLL(n �F-Qz❑ ri O ^I Q 0 � a Q 0 0 U 0 Z O Im � � O O U U �w aU) 0 w w w x U) O_ cn W t Z 0 w t Z aQaaa DEC I 12021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET' A5.2 "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 ROOFMALL ►CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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 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 F-- 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. FOLD FOLD INWARD @ PT. A STEP 3 CQ FOLD @ ©© 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 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 W _ CC �00F_ >QO Wr)l- cAUWw = Q _w ~ _ F J cr IY (Y �eo1-z �LLOOcn zgzzFz_ L4_ J Q J W tZ 2 Ir a CQ =zLLco �I-QZ� ¢^ N H O O O aC ji, U oU) O --i mi O w o a� O Q� w w O w w cn Oct 0 r ar U W 0 En z od in ca Z aaaaa DEC 1 1 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/21/21 SHEET GYP `I z n z J z L z 0 s z z g s s z Z L s 2 ij s u z J<j :n 0 z Q s 4 z g ii :n u z x 06 z J 2 u :n LECTRICAL ETER (V.I.F.) a FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ;CONNECT 2" PVC CONDUIT 2-2/0 COPPER 0/0ORCOPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE - T� �PL-- II III III III II ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY �& DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) �M COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) D7 ELECTRIC METER A. ELECTRIC PANEL __=mL DISCONNECT SWITCH Q JUNCTION BOX /I--- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ..... .46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE LY W } 2 ry, 00F_ >cr¢O cnUww QZ)Wi_- _CC>< �crmcc Y O t— z 'oLL.00U) Z z Z ~ Z_ J Q J W LL 2 9 �cno0U Z)=ZLLU) H Q Z n N O �a Q 0 j� o a V O O� m Im u u r••r 0 4 m I--" u O� w w w w x X U) O_ U) W O� o ,cn WZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/21/21 SHEET Elel z n z D z r D r z z r D r D z 2 z D 0 D r i r n D I 0 W SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W � 2 � �00~ >m<0 W a - ��-W0 Q_jlwF.' Z) ccCC !Y Y Q I- z ,z LL00C/) zzzF'z J Q J w a- M: J U) p O U = Z LL (n �I-Qz0 q) CZ Q 0 O O O ow NINE" z o w(L a 0 w w x cn z 0 U) w 0 c� 04 � o WZ aaaaa COMMUNITY; LINKS AT CALUSA. SPRINGS PLAN # 6100 RELEASED:12121l21 SHEET P1.1 r- z W U) z O U z W r4 F r MASONRY LINTEL A55EMSL I E5 5EE 5CHEDULE AND 5PECIFIGATION5 FOR AIVL INFO LQJ+ i- MIN. (1) GOR EWND MIN (1) GOURSE/BOND BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT - - GROUT do BOTTOM REIN. 1 PRECAST LINTEL w/ I a, I PRECAST LINTEL. w/ z -#- -EMBEDDED REINF. EMBEDDED FEW MB-1 MB-2 rr--,7 '+ TOP COUR5E, IF TOP COURSE, IF L4J i i REOV PER ARCH. m y I L4J I REGYD PER ARCH. c----� r TOP REINF. OR GONT. CONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQD GROUT GROUTP-BOTTOMREIW. BOTTOM REIN. •VMB-4 a PRECAST LINTEL w/ 4. EMBEDDED REIN. PREGA5T LINTEL w/EMBEDDED REIN. MB-3 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB 1 8F8-0B/OT ----- ----- MB-2 8F8-16/OT ----- (1) #5 M13-3 81`16-I13/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-I.OA SLAB PLAN F-2.013 BLOCK PLAN 5-1.3A ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 2%" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fly = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS 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 VIR61N 501L OR GLEAN FILL COMPACTED TO A g5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE 0:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC I � I CATI ON5 (T1'P. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/BLK'6. (5) NAILS ® 4" o.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAIL5 (5) NAIL5 RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.c.* 13LK'6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE g NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 INTERSECTING HALLS (2) NAILS (2) NAILS * 2Y2"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 �th EDITION (2020) FLORIDA BUILDING GODS (SEGTI ON 160q) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH EXP. E3 WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.8 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUGTURAL ENGINEERING. EXTERIOR $ SHEAR WALL 5HEATHIN6 SPEC I r-I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARNALL WHIGH REQUIRE5 SHEATHING AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2Y211x0.131 " NAILS @ 6" O.G. ALON6 PANEL ED6ES AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W/ P3 2V2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6ES AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 0513 FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06ES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHAL .. BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OF. NIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARWALL. g. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(e SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA RATED SHEATHING e EXPOSURE 105B OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window i Door AI owab e Wind Pre55ure5 40 MPH Wind Zone Ex o5ure E3" OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF 16 Garage Door +I1.1 PSF/-Iq.1 PSF +I1.1 PSF/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q P517 +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +lq.O PSF/-20.8 PSF +lq.O PSF/-23.q P5F 100 SOFT. +18.0 PSF/-Iq.B PSF +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P517 +15.8 P5F/41.6 PSF (DEnd Zone i5 defined as 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 pre55ure5 above by a factor OF 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 2416, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 d ® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END d DRAG TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W SIMPSON VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I fT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 13EARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I: : I EXTENT OF OVERFRAMIN6 • - -- INDICATE5 1/8"A" SAW GUT CONTROL JOINT r INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 PSF DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS 4 DECKS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P517 @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED R15K CATEGORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 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 @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 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 INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 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 d HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 056 FASTENED w/ 212"x0.131" NAILS ® 6" O.G. @ ED6E5 8 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A0 psi . FOR 2 1 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5 Y4"x3Y2" SIMPSON 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"x6" SIMP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. 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 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 -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 1 12" O.G. AT INTERMEDIATE SUPPORTS. seal-,s a S A-fE 0t= © copyright : MULHERN & KULP Structural Engineering, Inc. =cz z J� w w z c Cn Z W J C i Q Z= ,n E F- U � Q t UJF- cn "o N •5 a m E a J� Q A CD CD Z W -2 o Y y m` L6 7MW C N oe r) M M&K project number: 068-2001 1 project mgr: .J S B drawn by: DJ R issue date: 12-1 4-21 REVISIONS: date: initial: Q WJ 1i1 LL F-4 Q U� 0 O (' Z � J <� Ld °" < cn LLJ _J :E < z U� < o J J sheet: SW0.0 LEGEND seal: �.. Y•s''' 35'-0" • ® INTERIOR BEARIN6 WALL 'c 40 • _ _ _ BEARIN6 WALL ABOVE '� 15'_On 12�_0�� 8�_0�� oe Olt • BEAM / HEADER ^". ATE r • LOCATION AND EXTENT OF SHEARWALL ©cop g MukRF 1&xbtg, [C 17 2 211 ATIO SLAB: Structural knoPelring, Inc. — — — — — — — — Qif IV2" GONG. SLAB ON ' _ _ _ • I - I EXTENT OF OVERFRAMIN6 L — — — a. BADE (2500 PS 1 z IN.) W/ 6x6-W1.4xW1.4 •-_ _.. ---INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT °; I ESH OR FIBER MESH I Z o - w ON q5% GOMPAGTED I - INDIGATE5 LOCATION OF REINFORCED GMU GORE — c o I ILL OR V I R61 N SOIL. o (5EE NOTES) W a J L METAL HAN6ER I CD 2 I 7 q I 2 HVAG I INDIGATE5 P05T ABOVE. PROVIDE 50LID °C E E Z a SD -I SD -I 3 / " STEP SD -I I SD -I UNIT BLOCKING UNDER P05T OR JAMB ABOVE. cc _ a TO 5-0.0 FOR T"(PIGAL E m •IffiEffREFER — — — — — l8'-8" 6'-4" 1 10'-0" — — -' 5TRUGTURAL NOTE5 5GHEDULE5 x J o z CP o o� ! I LUm i FRENCH DOOR ! I • %- lil C oe M • I REGESS PER I MANUFAGTURERS INSTRUCTION ! I ! ! I project rol ect number: 068-2001 1 • I I NOTE: REFER TO BLOCK ! I project mgr: J,SB PLAN FOR ALL DOWEL ! drawn by. DJ R LOCATION DIMENSIONS. I I issue date: 1 2-1 ,1-2, 1 GONGRETE SLAB: date: initial: m 3 Y2" GONG. SLAB ON I I 6RADE (2500 PSI MIN.) W/ I 2 6x6-W1.4xNl.4 MESH OR I � FIBER MESH OVER 6 MIL. - I POLY ON q5% GOMPAGTED FILL OR VIRGIN SOIL. I o o 2 I CD r •I ! ! I �CU C o •I ! � I ! I 181_011 7 171_011 de SD- I I 3 /2 STEP �3 STEP r2" 4 I SD— I! I 6ARAG E SLAB: I I I LU LL 3 /2" GONG. SLAB ON 6RADE L ' I (2500 PSI MIN.) W/ 6x6-W1.4xNI.4 I _ _ MESH OR FIBER MESH OVER 6 • 0 I Z MIL. POLY ON q5% GOMPAGTED I FILL OR VIRGIN SOIL. iZ I 3 2 I Q, _._ .. I ........... .. _w . _.__. __ ..._ , 5D-1 SD -I UJ I I d j 5 SD -I 5 • I j I . SD -I UJ J I M I m 0 N - I d u) U �e L---- ----------J 'JZ < 0 J J .. • • V 1 sheet: 5LA PLAN 5D- I 5'-0" II'-4" SCALE: I/4"= I'-O" (2244 SHEET) SCALE: 1/S"=1'-O" (IlxI 1 5HEET) hM 35 -0 0 I r t- I t- 4 351-011 .51_411 41_511 41_511 3_211 411� 161_011 I'-4 r IQ1_(�11 (� [J 351-0' M 41-211 3'-2 11 111-411 I Lf) i— Lf� O O 5LOCK PLAN SCALE: 11411=1'-011 (22x34 SHEET) SCALE: I/8"=1'-0" (Ilxl7 SHEET) LEOEND • ® INTERIOR BEARIN6 WALL • E-- _ _ _ -::I BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r . -.-.-.--1 I:: ; : ; : ; : ; I EXTENT OF OVERFRAMIN6 • --- INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 81`16-I13/IT (1) #5 (1) #5 M13-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA51' CO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55E1?. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 k5i 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NR%( LINTEL A55EMBL I F5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 1 1-9 1-�MIN. (1) GOURSE/BOND i i 4J}� MIN. (1) GOUR5E/BOND 1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL GROUT 61ROUT BOTTOM REINF. Q PREGA5T LINTEL w/ PREGA5T LINTEL w/ i-�-t EMBEDDED REINF. #�- EMBEDDED REINF. MB-1 MB-2 -- i L4J+ — TOP GOUR5E, IF m I L4J}i— TOP COURSE, IF 1 I REQb PER ARCH. Tit REOV PER ARCH. L----A TOP REINF. OR CANT. GONT. BOND BEAM BOND BEAM REINF.REINF. A5 REQD6R iT4-�44-BOTTOM REINF.BOTTOM REINF. PREGAST LINTEL w/EMBEDDEDREINF. . I PRECAST LINTEL-,,-E EMBEDDEDREINF..B-3 MB-4 REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES No 2 TE Of Ad 202" © copyright: MUIRC1 Structural Engineering, Inc. 0 CD z I= w w Z c � rn z w J a a C- CD..O Q Z QC C-)it 4 c UJt- aU =j =a Z Q. o W e vas Y op o W CO) °h UJ C G N cf) M IV IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 4-2 1 REVISIONS: date: initial: d 0 J 0 W L- Ca (d O (.D z z Ld W a' W U U � a � z � p J J sheet: Fom2.0 PF-, p I &m A i npf-)PPp17 RP AMC. c i r = 2) C I- Q6 LL O LL. V. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • -- --- - - -- INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRAMINO • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE IN?" MIN. 055/PLYNOOD 5HEATHIN6 24/6, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 d 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAIL5 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIR5T 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELON N/ 51MPSON VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 i BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d 5HORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMING vw/(2) 3"xO.131" NAIL5 0 16" O.G. UPL I f-7 CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON WOOD STUD HALL/WOOD BEAM > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD NALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51HP50N HETAI6 BEAM BEARIN6 ON GMU HALL ROOF G.T., FLUSH BEAM OR FLU5H 6.T. BR6. ON GMU HALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED HITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 GON5TRUCTION". MiK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAHIN6 SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPIGAL 5TRUGTURAL NOTES � 5GHEDULE5 17 Off" © copyright "M !!%RN \& KULP Structural EDErinjlnl 2021 aCD z LU w w Z c Z w a J ZCr.= aEi F- 1 t W to FE .= j M E a j 1 o Z W -0 Y CP 0 y W o coo m L6 C N C. M O. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-14-2 1 REVISIONS: date: initial: Q LL- 5D 2 o O \ � v OJ Z \Al I U- 9:� W LL J Q 0 Tr tt�� z 3 I I V [L 5D-2 %-2 z � / \ I UJ d HIP GIRDER TRU55 (� J i UJ d O O I LL,2 o � V-2 �d N�- I < O oz .1J - - L I ROOF FRAMING PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/5"=1'-0" (110 SHEET) sheet: Sm 1 .3 — - FILLED CELLS (SEE PLAN) vHrctavT­ .rwr1% % 110•i.1 9y;J1NIVL_.1N F —1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4 L (5EE PLAN) r a° A 1I— _� 16"x8" THICKENED-1 -11I EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA 6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT5. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID X z_ c Q L 0 6 IAD 11= o z �—Illllm 8" WIDE GONT. GONG. CURB GARAGE SLAB (SEE PLAN) ° ° 1 d ° I ° a III —III Ill —I III —III III —I � 1= e llllllilllllilllllillll—' =1I- I I�flfl) #5 DOWEL W/ 6" HOOK AT _ _ ALL VERT. WALL REINF. 1 I I— III -III=- III I' (5EE PLANS FOR LOCATION) I �=III—III—III—I _ CLEAN COMPACTED " III =III= 11 FILL ® G5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS G�Rt�ECURBDETA� I L SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID zX -Q O GRADE 11111111111�11 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1 _=III- ° I i i1) #5 DOWEL W/ 6" HOOK AT - _=III I ALL VERT. WALL REINF. 11 II I I—III=III -� (SEE PLANS FOR LOCATION) GLEAN COMPACTED FILL ® 15% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH N1(2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS) 1 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a 4 d ° a: III=I 11=III—III—I AII—III—II III —III I I —I I I—I_I I I- e _ ° °I- II—III—I11= I-III=III=1 I-1''' "— MONOLITHIC GLEAN COMPACTED " III =1 1= I i' FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DEN51 TY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET,�IL 6 SCALE: NTS 8"x8" THICKENED SLAB W/ (I) #5 GON I . D THICKENED EDGE DETA�IL SCALE: NT5 8" GMU BLOCK- (1) #5 VERT. FROM FT5. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) NNA \NAI SLAB ®fI�� � • .. . . i-EQUAL BUILDER HOUSE ii (SEE PLAN) d 4 ° —III III III—�I. 0I I —I I =1 I I=III=1 11-I I i EXP JOINT ' >T ——I I 1=III=1 — _ _ III —I I I I III Ill=1 I I—III=1 m 1=I 4 ffim II1) #5 DOWEL W/ 6" HOOK AT I1I1- ALL VERT. WALL REINF. ' I 111=III=III= 111= (5EE PLANS FOR LOCATION) _� I III —III —III II GLEAN COMPACTED i I -III -III- FILL ® G5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS ° )12" 6YP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) W-W, 2- STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP d PLT. BOT. a ° ° 4 ° 4 . d (2) #5'5 GONT. W/ all 8" 3" MIN. GLEAR UPLIFT GONNEGTORS SUGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GA�R,A6E STEP DOWN DETAIL SCALE: MS 8" �MU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID •X Z � O BADE ' III=1 I I=1 I I11=I I II r 0 GLEAN COMPACTED FILL ® 15% STANDARD DENSITY DETAIL 8 SCALE: NT5 R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. 4- - ° ' III —III —III —III —I ° II —III III III —III. 11=11—I 1—I 1—i III —III- =III- III I I III I I PVC CHASE SLEEVE TO BE TWIGE THE DIAMETER OF 1=1 I 1=1I I —+-I =1 I1- PROTECTED PIPE MONOLITHIC FOUNDATION WI TH W/ (2) #5 CONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS OC Al `b°° Fo ' � ' .vet ;. ✓ © copyright : MULH UL� 7 2021 Struct�fjineering, Inc. CD Z W w Z c �Z Z Q w a Q CD Z= Q(J U � 4 W :2 � Ea 1�11. . W 1- Z W o M o Y CP o c�Q y W m �h CD N cc ch a IV M&K project number: 068.200 1 1 project mgr: JSB drawn by: DJ R issue date: 12-14-21 REVISIONS: date: initial: O 8" GMU BLOCK J i i JI„ BEYOND R4.1 FI-FOIL OR EQUAL nw EXTERIOR DOOR OVER %" FURR STRIPS I� ) (Ji MTL. THRESHOLD -PER BUILDER O I ' SET IN SEALANT HOUSE SLAB W Z (5EE PLAN) PORGH/PATIO/LANAI Q v x SLAB OR PAVERS ra" (5EE PLANS) � Ld J PER MANUF. =1 11=1 III —I I I I —III —I 11=1 I I- Ld J °III —III —III- _ 1=I m III I I d I I —III —I 11= v 11=1 I _ III —III ;LU Q I I I III —III —III I I I I; ,_ MONOLITHIC d 1=III—III—III—III- GLEAN COMPACTED FOUNDATION W/ (2) #5 � � � III =III- I I' FILL 0 95% STANDARD WI TH GONT. ON GHAIRS U) DENSITY AND TERMITE I — TREATED 2-5TORY: I'-4" WIDE O O z w/ (2) #5 BARS � --� --1 I -STORY: 1'-0" WIDE W/ (2) #5 BARS sheet: d EXTERIOR OUT5K NG $ 56D POURED 51 LL5 DETAIL -I SCALE: NTS SDm I FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RIN6 SHANK NAILS ® 6" O.G. w� i< 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 n ROOF TRU5 -SEE PLAN (2)3 Y2"x0.131 " 8" GMU BOND BEAM wi (1) #5 BARS GONT. - 8 REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. G SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR i CONNECTOR 5PEGIFIGATION5 I SECTION %"0.113" RIN6 SHANK PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 61. 2x4 FLAT BLOCKING @ 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 54' TAPGON ROOF TRUSSES -SEE PLAN — (2)3 Y2"x0.131" 2x4 @ I6"o.c. FASTENED TO GABLE END TRU55 w/ FASTEN SHEATHIN6 TO 2x4 2x4 BLOGKIN6 w/ (2)3"x0.131" TOENAILS. BLOCKING w/ 2 3/e"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS @ 4"O.G. TOENAILS EACH END x x x MAX 6ABLE END VERTICAL WEB 1 2'-0" MIN REINFORGIN6 A5 REQURIED I ROOF 5HT6 ; (4) 3 Y4"xO.131" BY TRU55 MANUF. SHALL BE i i NAILS 2x8 P.T. PLATE FASTENED CONT. 24" MIN TO BOND BM. W/Y2" DIA. ONTO ROOF ANCHOR BOLTS @ 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2Y2"x0.131" NAILS b"O.G. 11 FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w/VA Y4" DIA, x3Y2" LON6 5D5 5GREW5 @ I b" o.c. 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOCKING 48 PROVIDE MOISTURE SPACED 4'-O" O.G. MAX. O.G. IN FIRST (3) BAYS OF BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131„ ROOF TRUSSES -GUT TO FIT WOOD MEMBERS ON GMU NAILS 12" O.G. TIGHT BETWEEN TRU55 BOTTOi (PER TRU55 MANUF.) (NOT REQ'D AT TRU55 HEIGHTS (NO" CHORDS AND NOTCH AROUND GMU BOND BEAM w/ OR SHORTER) 4'-18" SILL PLATE (i) #5 BAR GONT. FASTEN DRYWALL TO 5" REINF. GMU WALL VERT WALL REINF. TO BLOCKING w/ SCREWS MAILS ®b" O.G. -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM HORZ. REINF. 5PEG5 SECTION 2 SCALE: 3/4"=1'-0" C A r"' 5HT6. TO HIP .113" RING 6" O.G. VALLEY SET OVERFRAMIN6 — UPLIFT GONNEGTOR -SEE PLAN — HIP JACK TRUSSES FASTEN EACH OVERFR TRU55 TO TRU55 BELO' FASTEN BOTTOM CHORD OF 6ATH (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 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. AL EXTEND INTO BOND BEAM SECTION 4 HORZ, REINF. SPECS 5GALE:3/4"=1'-0' q ME�TiF N:3/1'-0' BOND -BEAM _1___GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE CA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MA50NR%( PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. TYP I CAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE SOLID SHIM BETW'N TRUSS 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/8"xO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATION5. . MAIN ROOF 5HEATHIN6 SECTION 3 SCALE: 3/4"=I'-0" SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 ■1 ALL LAPS IN MASONRY 25" I - RUNNING BAR � I w Q } I I i L #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED CELL NOTES: I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROW5 OF 2i'2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER WI NDONDOOR BUCK DETAIL H ALE: NT5 T1'P. CORNER VERT. NALL RE I NPORG I NG DETAIL SCALE: NTS 2x6x12" OR 2X8XI2 "P.T. CENTER BUCK PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING w/ 2 Y2"xO.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS SECTION SCALE: 3/4'=1'-0' (1) #5 IN BOND BEAM ----- -- --- --- w W Q } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES VERT. RE I Nr-ORC I NG DETAIL J �: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DIA. ANCHOR DRILL 6" INTO EX15T'6 I Q LOCATED PER PLAN I IN GROUTED CELL SLAB, EPDXY 8 DRIVE I I _J #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O N I I z 2X6 OR 2X8 P.T. BUCK I I I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ - DOOR MANUFACTURER � ° PROVIDE (5) 3/e" DIA. J-BOLT W/ 5 y2" GRADE _ u I I —III —III —III -I EMBEDMENT AT EACH DOOR BRACKET, - —I I— I —I I EACH 51DE OF DOOR. PROVIDE I Y2"—III —II— x3�(b" p =1 I —I I —III —III' ° II 1- THICK WASHER W/ EACH ANCHOR (I5T BOLT TO BE 8 MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) - START BOLTS AFTER GARAGE CURB (8" MAX) DODR BUCK DETA I L&LA M 155ED DOWEL RETROr-I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE seal: \ J r /l 24 1, AT O F i 0) f, �^ © copyright: MULL€RN h Struz, d in n lion =TRUSSES om Z PLAN J w w Z c co rn Z w M �. T GONNECTOR E E a SCHEDULE �EpC c a) UJ WALL REINF. cn S <TEND INTO J °O E BEAM Q Q' Jz �o CP � W V 4 o y m Ln Lil Co N Ma IV Ir M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12-1 4-2`] REVISIONS: date: initial: P.T. PO POST PROVIDE (1) 51MP50N L5TA18 STRAP ON EACH U EXTERIOR FACE OF POST, 1" MIN END LENGTH DROPPED a' BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. WALE: 3/4"=1'-0" SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWI5T STRAP. u 1 FASTEN STRAP TO GMU w/ (4) Y4" DIA, x 2 Y4" LONG TITEN 56REW5 ►--� W - PROVIDE MOISTURE BARRIER �Q Q PLATE (PER TRU55 MANUF.) ® EACH TRU55. T _ T 0 - PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY L FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF 5 w/ (2) 3Y4"x0.131" NAILS @ EA. END. UJ UJ P RETROP I T DETAIL SCALE: 3/4"=1'-0" 3: U) LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THI 5 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPED I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: Q 0 J I.L U z r�� v1 < U) J 'Q U U) I~ �e 0? J J SDW2 u r� PERMANENT ROOF TRU55 BRACING NOTES: (51N61-E FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "61,1IDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING, RE5TRAININ6 4 13RAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2006 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. • IF 5HEATHING 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 BRAGIN6: THE TRUSS MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RESTRAINT. a. "r' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-133 FI6URE5 53-18 4 63-19). SHOP APPLIED REINFORCEMENT PER 6651-133 FI6URE5 133-22 4 Br-23 IS ACCEPTABLE. • 'V 4 'L' REINFORGINC MATERIAL SHALL MATCH THE 51ZE OF THE WEWERTIGAL MEMBER. • V 4 'T' REINFORGING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ 16d 6UN NAIL5 (0.13lx3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URE0 ROOF TRU55E5 ALIGN, CONTINUOUS ROWS OF LATERAL BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROWS OF LATERAL BRAGING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRUSS GOMPRE55ION WEB W (2) Ibd 6UN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' 6RADE 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 DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) 16d NAILS a 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/OSB A ��ROOF 5HEATHIN6 GOMPRE55ION WEB (5LOPIN6 OR VERTICAL) COMPONENT J H CLADDING Gomponent5 � Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE5© ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20' TO 210 2e +14A -36.8 +14A -36.8 OI +14A -28.3 0+14A -45.1 ROOF 2e +14A -28.5 3e +14A -45.1 (CABLE) 200 TO 210 2n +14A -45.1 0 +14A -53.6 O +21.2 -22A WALL5 0 +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable Pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on Worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: �,��������:: t F • Mo 78 4 • ATE O F t, �. X, Rev T © copyright:*-4RN ��Y 'ZQZ' Struduraf itg, Inc. aCD Z _J R w w \/ Z i cz Z w J Q ZF- F— WF— 3 JJ W cc W 0 0 M aa.. a� Q CS c E =o � m E ai m o o op o m m Ui N M 0- PRESSURE ZONES M&K project number: CONTINUOUS LATERAL BRACE O 6 8"2 OO 1 1 ALTERNATE ® (3) OR MORE ADJAGENT SIMILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWINGS project mgr: J s B FOR LOCATIONS) drawn by: DJ R 2x 5TRONC7BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY 1 2" 14"21 issue date: TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR REVISIONS: EVISIONS: GONTIN. LATERAL BRAGIN6 ate: initial: TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN GWB GEILIN6 SECTION B-B ALTEMAre WE NOZE (3) OR MorM SIHL R mousses AM 64ZOWW 2x 5TRON65AGK (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/O5B DIRECT -APPLIED 6WB GEILIN6 — TYPICAL TRU55 ELEVATION /— WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRUSS MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR GONSTRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REGIV FOR STRUCTURE) El 'L' OR 'T' BRACING A WEB5 DE516NATED BY TRUSS MANUF. PERMANENT TRU55 O BRACING DETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILIN6 j� �/ 1 J 0 i,T T� W O 0 Z_ UJ CL W �-/ UJ .. rr�}� V D 3:U) d v ! _ p z W J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME i SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU 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: s it