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HomeMy WebLinkAbout6747 Shelby Lynn Way-11 9 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 @ 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 CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONIC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDT PULL -DOWN AIR CM CROWN MOLDING POCKET CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION - N/p WOOD INT. INTERIOR wwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM vn�nl�n o mp�nles 90 MATAWAN ROAD Lw MATAWAN, NJ 07747 (732) 383-2200 ELEVATION "A" 6747 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." Ilk 10i =-,-- HISTORY AREATABULATION ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R "A„ 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 2790 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 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 VVORK SHALL, CONIPI COD � I iNANC.E S r i, M;° �.�. PA'° ?� F , IY W �._Ir �0 0�" >IT �Q0 W0E— � U W � QZ)W� _ it �� Cc Y Q F— z .6ILOOcl) zzz~z_ w J Q J M _ cc 2 7=ZOCn 0 N O 0 0 r� V ® cu < I 0) w ~) w a 4 x0 1--" U) z I•nN w 0 :3 U) U Im O_ E U) W N O w 4 to � A rrr rrr rtr. 00" %_ `' o • No 77 4 •• • : sr :. S TE of •:�, •• C r P ~ �rrrrrrr COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET Gs I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R3-11.7.8.2 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 A`r4D PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1112 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 R302.5.1 OPENING PROTECTION 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. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN FLASHINGS WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED . ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD.GLAZING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. HALL PLY T S AP O SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. G C U G Z G ASSEMBLY MANUFACTURER'S HALL BE INSTALLED ACCORDING TO THE ROOF ASS U ALL MEMBRANE FLASHINGS S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT 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 NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT 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 STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS 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 SECTION 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 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 F OPEN -SIDED WALKING SURFACES INCLUDING GU O O OS O S O O S MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 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 SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH 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 MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 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. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERT1 ALLY AT TH E HE 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.H RIZ NTALLY T O O A INTERVALS NOT EXCEEDING 1 FEET 0 (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 AN D INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLINGTHIS ANNULAR SPACE HALL NOT B E S O E R REQUIRED TO MEET THE ASTM WINDOW HALL COMPLY WITH ONE F THE FOLLOWING: O S CO O OR506.2.3 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 M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIMEBLOCKING 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 M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 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 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 TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS.MANUFACTURER, INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS 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 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES 196 MM). RISER SHALL BE MEASURED ( ) MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD - JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 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 AN IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMADMA 250, FMA/AAMA/WDMA 300 OR SHALL PROVIDED EXCEPTIONS: EXCEPTIONS: FM FMA/AAMA/WDMA 400. 3. DUCTS NTHEGARAGE 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. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 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 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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CD 36"x60" V) ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND IASHER OX RYER ENT d' 0) M LEGEND SYMBOLS _ A BUILDINGIWALL SECTION sKr MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATON STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACESOLID SURFACE D 16" O.C. �FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FTNISH F OORI r-SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. oC Lu pJl—W Wz0� w LuZO > aC Q 0 W�I— U)L%W W Q ZD W ~ 2 > � cr_ Y 0 I— Z IL00� zzzP'z Q Q J WG-2[r� _jU) 0U Z) 2 Z L- U) �I—Qzp O �CZ �rZ, a (D � c a o O Q Q 0 f� Z V 0 Im 0 o 0 0 j jr� VJ 1�1 w CL O_ r w in W U) Z O 4 mZLu aa�aa b ,.� SEP 2 1 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET Alel SCALE: 1 /4"=1'-0" r GARAGE DOOR 2 DETAIL )=SCALE: 3/4"=1 '-0" WINDOW TRIM (:DDETAIL =SCALE: 3/4"=1'-0" r FIN. 1 ST FLOOR ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 BLDG. HEIGHT 5:12 0 12 ROOF SHINGLES PER 5 ROOF SHINGLES PER COMMUNITY SPECS. COMMUNITY SPECS. 5:12 (TYP.) (TYP.) 12 4" WIDE STUCCO BAND (+1) 5:12 5 6" FASCIA (TYP.) 0 T.O. MASONRY 2 T.O. WINDOW ---- ' 4" WIDE STUCCO F] El El D BAND +1 - 4" WIDE STUCCO H BANDiEl El 0 � i I *25SH - --� El 0pEl ElELP � I` —I 'I _ FIN. 1 ST FLOOR LIE]GRADE — — T - 3068 — — p El — 2'-0" RETURN 4" WIDE STUCCO 16070 GAR. DOOR BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" 1'-0" TYP. 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :'.�; •.:< , :�:.. TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W o >.=IY U-io°� >c ao W�OF— U) (..) W W Q � W 2 Q cr '6LL00w ZzZF—Z Er JaJ w�=�� Z)=zLL� �P<-Z 1 n Q (� Q 4 r� V a) (n O� cl 0 P-j �' W Lei Z j ow w x IL O IL Iy U W 0 z Z O 0 7824 or Lu z E DF 2 1 2021 "COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET A2. "I 4" WIDE STUCCO BAND (+1) RIGHT ELEVATION SCALE: 1/4"=1'-0" 5 ri ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 0 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 12 5 12 5 1'-011 TYP. 4" WIDE STUCCO BAND (+1) 35 SH *25 SH *25 SH 4" WIDE STUCCO BAND (+1) FIN. 1ST FLOOR LEFT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ir W }=Iz Is �o � >o ao W C) H cnUWw Q=WF' _ J F- > Z:) c cr CC Y O 1— z ,6LiL00u) Z Z z ~ Z w J Q 2 J W D- 2 tY W �U)000 Z=zLLc/) ¢zc� n (� '�I a Q c F- O �i F- O 0 U U) o z m p cq 0 w w w w w MONO CL O E- a a in w 0 U Z O�, w - rix o � ' NO 77824 # ATE �� :• OF R r �' •� A U COMMU LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET A2,2 0 ROOF PLAN SCALE: 1 /4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1, FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 No 77824 • Y* 0-33 : ST E bF i •.A' �i �••�OR�o.� IY W �- 2 CC �00� } 5; < 0 W C H U) w Q w F_2 � Q �Ir(rcr Y 0 F- z 06LL00U) zzzpz LL-JQ2_1 W a- 2 cr W _3v)o0U �2zLL.(A ¢zo g qr a N � v t\ O Q O < g� O H 0 0 0 U 0 1- Im Z (11 O W-j O w O 25 0� a U) w a, O in W 0 CID Z O d Z aaaaa tj; P212021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9121/21 SHEET A3. 1 r- z w U) z O 0 z w r- O z w 0 z ¢ 0 06 U) z w U) w F_ C6 z ¢ 0 06 cn z ¢ J w w 2 T.O.MASON T.O. WINDC FIN. FLF BUILDING SECTION SCALE: 1/4"=V-0" BUILDING SECTION SCALE: 1 /4"=V-0" ER ENERGY CALLS. T.O.MASONRY T.O. WINDOW_ FIN. FLR. ING PER FOUNDATION PLAN W } 2 ir �i00F- LU >CWC¢O wZ)of-- cgUW W D_F->¢ � Ir 06z0OW oC Ja2_j W 0-=crp- = Z OL U) �F-< -0 r- a Q f N cc n H 0 cn U z O0 � u� w cn 0 ,.J z w ~ cn w O p IL o: U W to Z Od w in A 10ci �aaQa 9 24 OF \Q�„`w�EP 2 1 2021 MUNITY: INKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET A5* I z w U) z O U z w F- O 0 ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF 'PLAN PRE-ENGINEERED ROOF , 'PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. TRUSSES TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. ��, TO TRUSS MFGR. DRAWINGS. ��,� TO TRUSS MFGR. DRAWINGS. > HURRICANE STRAP EACH END HURRICANE STRAP EACH END , HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO , OF TRUSS -REFER TO STRUCTURAL. STRUCTURAL. STRUCTURAL. UuuULT AL TOP OF C.M.U. OL TOP OF C.M.U. __ __ �\AL TOP OF C.M.U. (REFER TO ELEV.) ' (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA ! 2x6 ALUM WRAPPED FASCIA 1/2" EXTERIOR SOFFIT 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE _ EE BD. w/ALUM DRIP EDGE BD. W/ KNOCKDOWN EE BD. w/ALUM DRIP EDGE - - - EL V. E V. E V. 1/2" (MIN.) - --- PLASTER FINISH 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS (a" TYPE'X' GYP. BD. MANUF. SPECS PLANS STRUCTURAL MANUF. SPECS ABOVE WINDOWS 1/2" TO BE PROVIDED 2X PT BLOCKING G.W.B. �X PT BLOCKING WHEN LIVING SPACE 2X PT BLOCKING SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED @ WINDOW 8" CMU BLOCK W/ CEMENTITIOUS FINISH 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY FROM HOUSE DRIVEWAY PER COMMUNITY FROM HOUSE BASE BOARD GARAGE SLAB, SEE STRUCTURAL 4 SPECS 0'-0" PLANS 0'-0" FIN. FL. SLOPE SLOPE FIN. FL. SLR. FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 1"GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM GYPSUM BOARD BOARD z J �3 1/2" Z' GYPSUM— w BOARD GARAGE a_ %) NICHE FOR— 1 ELECTRICAL PANEL & %i WIRING N "`'—ELECTRICAL - M PANEL ELECTRICAL - CV PANEL G° EXTERIOR--\ CMU BLOCK 00 WALL N CONCRETE CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE, SLAB ON GRADE AT GARAGE FLOOR Em ® '—FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" 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 J � � w � I I I I I I I I I I I I I I I I I FIE cV ih CV to ::]E------ ----- f :1:11 1' " �11' E F:;; h. 51yK"_P' ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W �00E- Ill >oWCa0 Wo1-- � U W � W Q F- _ > J F- _ :D _ .6LLOOW J Q —1 W a- = q= -icno00 :D2ZW(/) F- Q z ❑ N Q Q c� Q o H � i 0 � Q l� V cq U) 0 Z O 1--w ® J mm" u U w ommml U) Vl U) w (L I= a a c w z Z O 4 U A 77824 iF :a® � � s •4ti . 0 R"CIM`•° + �•� 1 2021 N AL MUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED; 9121t21 SHEET A5*2 u 0 D u r i i�i a�.�s in.� ra wza: �FI,. .i ,�, w dn.. ,an unu�ri 6iamiL, i, 1.1 .,�„i7 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) Lo T "L" FLASHING SCALE: N.T.S. ' VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB )R APPROVED EQUAL) 'THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) �JE AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF 'AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY WOOD SHEATHI� BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEME� ROOF CEMEI` SHINGLE ROOFIN "L" FLASHING — SIDING SCALE: N.T.S. c 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 z WRB APPROX. 1-1/2" ABOVE SHINGLES ILU ROOF/WALL SCREED a Q 5X5 WALL FLASHING -j cTv_ KICK -OUT FLASHING (SEE DTL. BELOW) w z FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Z_ Lo STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 © © `- FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 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 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 .% :O 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 cc w CC uJ ujz0= 3:0>_i­- >cr<0 wZ)ol- � U w w o_��¢ �1QF—Z L-00cn z z z p w i Q J w CL = a Z2Zu-cco zo ¢cz O N OR Q o O Q 0 0 0 U o (� J z m IL cm 0 0 U o� o w w wA a, I� w O_ U N w cn 0 4 � �9 red �►� Q No 77824 ' ST E S • .,o.. i f� ,,.li'S+ ?%1 1 202 I COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET wp i z u n z D J z ii z A z Q z z 0 w cn w ot -ru. it C 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PVC— 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE OUTLET FOR U/C REF. FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" A/C DISCONNECT WR/ GFId ELECTRICAL METER (V.I.F.) ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ov, VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE T 0 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) RD ELECTRIC METER -ME ELECTRIC PANEL DISCONNECT SWITCH dQ 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 2017 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE cr Lu cl >_ rr wz 0 3: 0 >- LL' w z 0 > < 0 W cl �- 0� w a C/) 0 uj > < -i � Ir Il VOF-Z '6 ul 0 0 cf) Zz z F w w —i < 2q-1 CL tr = CQ Q ZD z LL0 U) < z E CZ - 8 ri R < O u o j 0) (L clq 0 0 U MIN" w u (L U) w w z 0 P [L UQC w En Z o rn a w COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET El.l •=1N Ln 00 T tO SLAB PENETRATION r lOPLAN SCALE: 1 /4"=V-0" !Y W >_ �:01- > oC ¢ 0 W:DC)F- (nW W U < Z) cu- CL �U) rr Y O F- Z 'dLL00U) Z Z z p: z J Q � J W C- 2 cr a- Z(n =O < 'ryryti O 00 ri CZ Qrl cc 0 Q O � j a 0 r� V 0i O 0 � V 0 W z w M l w a, _o o� UU) W U) O 4 �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/21/21 SHEET pI,I C, 0 MA50NR1' LINTEL A55EMBL I E5 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4J1+ i - MIN. (1) GOUR5E/B0ND i LQ Jf MIN. (1) GOURSE/BOND I - 1 BEAM ABOVE LINTEL I _ I BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. PREGA53' LINTEL w/ � Q � PREGA5T LINTEL w/ EMBEDDED REINF. z 1 EMBEDDED REINF. MB-I MB-2 TOP COURSE, IF I I li r- TOP GOUR5E, IF 1 LQJ 1 In i L4J I 1 1 REQb PER ARCH. REQb PER ARCH. L _-J TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. z REINF. A5 REOP GROUT GROUT BOTTOM REINF. BOTTOM REINF., PREGA5T LINTEL W PREGA5T LINTEL w/ EMBEDDED REINF. ' EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 SF8-05/OT ----- ----- MB-2 81`8-I13/0T ----- (1) #5 M13-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05EP TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DESIGN BASED ON AGI 518. GONGRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRES51VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE 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 6RADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRC21N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES 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 N/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE HITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL N/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL HALL GORNER5. • 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 LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALL5. (AS 5HONN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS NHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAN 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 AS GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG F I GATI ON5 (T1eF. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"4.131" NAILS 3"4.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAIL5* SOLE PLATE TO JOISTBLK'G. (3) NAILS ® 4" o.c. (3) NAILS ® 4" o.c,. STUD TO SOLE PLATE (2) TOENAILS (5) TOENAIL5* TOP OR 50LE PLATE TO STUD 2) N-Al L5 (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTNN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q) NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS * 21/2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE nth EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED $ EXP05URE ONLY: 40 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGLOSED/ +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION $ APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR JNALL SHEATH I NO 5FEG I f I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PECIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR OSB FASTENED N/ PI 2V21[xO.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED N/ P3 212"xO.131" NAILS © 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR NALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR OSB FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" D.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL PRANIN65 FOR ADD'L NALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR HALL5 ARE CON5IDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE SHEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b SPAN RATIN6 (MAX.) ID. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL L!Y32" THICK, APA RATED 5HEATHIN6 .�Wb EXPOSURE I 05B OR PLYWOOD PEI ACCORDANCE WITH THE UL DES16N5 SPECIFIED. Window i Door AIloNable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®° OPENIN6 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.1 P5F +18.5 PSF/-20.1 P5F 16' Garage Door +I1.1 P5F/-Iq.1 P5F +11.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q PSF 100 SOFT. +15.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SQFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. Pressures have been derived from 2020 FBG Table R301.2(2). 13Pre55ure5 charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF PRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I fT GONNEGTOR5 BEARIN6 GONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON HOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BR6. ON GMU NALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED HITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOA05 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL • I: : I EXTENT OF OVERFRAMIN6 •­­ - R,-, --- -INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL 5TRUGTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE HIND SPEED 4 EXP05URE A5 LISTED RI5K GATE60RY II 6ENERAL FRAM I N6 • EXTERIOR HOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD 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 5HEARNALL5 SHALL BE CONSTRUCTED KITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED HITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (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 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-RON5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALL5 N/ 1/16" 05B FASTENED N/ 2'2"x0.131" NAILS @ 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 p5i • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OF 3"xO.131" NAILS ® 8" O/G OR 2 ROH5Y4"x3Y2" 51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) 0 16" 0/G. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREH5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE AGGEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"x6" 51HP50N 505 5GREH5 (OR 6 3/4" TRU55LOK 5GREH5) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM ED6E. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR HALL STUDS IN CONTACT N/ GMU HALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. FLOOR FRAM I N6 • I-JOISTS/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS H/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB N/ (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: •` tP.•�c�E�N`s°F: v No 77824 •�' S T •���,00 OF :w�Z e.A•� O R © copyright : MULHERP2 1.2021 structura nee g z Jcc: LU w Z c co W J Oa.. � .a zF- Q� U it M 'r Q t E LU J OO a J� aI Cl)o Z D W v o ti o en CAm` 2 `" C0 N = M C2 IV M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 09-1 3-2 1 REVISIONS: date: initial: d O W W L- 0 w � z 0 I J (n U U W �. I-- WO.. J J sheet: SM0.0 _.011111111111'- 40 -oil seal: ��•` �,� c�>=•NSF • , •�. �� No 77824 12' WIDE GONG. _4" 211 • ® INTERIOR BEARIN6 HALL �• ST E OF ��® O LANAI SLAB: TURNDOWN 3 y2" GONG. SLAB ON GRADE (2500 P51 MIN.) 2 HVAG •---� BEARIN6 WALL ABOVE '�'�,•��,,0 R t ,, � � .• < � e;••�� ;� 0� s • • EXTENDED MIN. 12 w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON 5D-I UNIT BEAM / HEADER o ..... r , ; b �•g,g0NA� BELOW GRADE q5% COMPACTED FILL OR VIR61N SOIL. AND EXTENT OF 5HEARWALL 1,®, fLOCATION IlLy © copyright : MUCfiCI�J & • I: :I EXTENT OFOVERFRAMIN6 . Structural Engineering, Inc. • • • • • `--—��-----—-------- c� �. 3y2" STEP-------- --- z I , / I I I •-- ------INDICATES I/8"A" SAW GUT CONTROL JOINT °; LU 7 q 5D-I INDICATE5 LOCATION OF REINFORGED GMU GORE (SEE NOTES) w Z o r- I I iD z 5D I - 13 J �� STEP I I � � METAL HAN6ER w a. ¢ 5 I • • • • • • • INDICATES POST ABOVE. PROVIDE SOLID °C E E � ------- — -- —� i I BLOGKIN6 UNDER POST OR JAMB ABOVE. �C—) '.'c. II1_10116'_2" t REFER TO 5-0.0 FOR T' iP I GAL LU m STRUCTURAL NOTES 4 SCHEDULES x a Q A C 5.6.D. RECESS PER I _ CD CIP o to • • MANUFACTURERS INSTRUCTION I o - L6 LU M Q I g • f I I I M&K project number: F N ' 068-2001 1 I I I project mgr: J S B I I drawn by: BC • I � NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL issue date: 09- 1 3-2 1 LOCATION DIMENSIONS. I I REVISIONS: date: initial: I I. •I Q 0 2 I s ( I 2 0 5D- I a I I Cz I o oe 20'_0" I 20'_0" -------3y2"STEP— • 4 4 I I r� • o I 3 y2 STEP GARAGE SLAB: on I I 3 y2" GONG. SLAB ON 6RADE I LL 7 I (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 SD -I I MESH OR FIBER MESH OVER (b ( W w MIL. POLY ON q5% COMPACTED r — -3 2" STEP FILL OR VIRGIN 501L. • L.._. __. _. __ _. w __ ___ _.. _ _.._.... . _ .I . ______" ._ _ 5 oC 0 a I I 6 I I V-1N U) • I � I I - � I '-� UJ U I I LU I I = _ 5 ----- 5D- p z 2 3 1 5LAE3 PLAN sheet: 5D-I 14 —0 „ 5D-I 5D-I 5 —4 20 —E I SCALE: I/4"= I'-O" (22x34 SHEET) SCALE: I/6"=1'-O" (Ilxl'1 SHEET) Fm 0' 0" .at11f€6E4e. ri RIM 0 r— O T— - I N Cp 0 I 0 Is 401-011 181_Q11 211-411 41-211 CJ C31-2 11 Cl / `� 1-211 1 5I_rf 11 51-�] 11 ij 1 _! 11 51_411 V I `ME3-1 I_411 21-211 51-/ 11 21_411 1/ 1_011 21-411 40 1141_011 51_411 201-p�CJJ11 0-0 40 1 _011 1 1 t- i f BLOCK PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IlxI1 SHEET) • ® INTERIOR BEARING WALL • - = - BEARING HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL I: :I EXTENT OF OVERFRAMIN6 • - INDICATES I/8"A" 5AH GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETA I LB REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 SF8-013IOT ----- ----- MB-2 8F8-IB/OT ----- (I) #5 MB-3 8FI6-IB/IT (I) #5 (1) #5 MB-4 SRFI4-IB ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 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 6RADE 60, f y=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NR1' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO i 1 + �— MIN. (1) GOURSEIBOND I I ++— MIN. (1) COUR5E/BOND L4- i BEAM ABOVE LINTEL i L<1J 1 BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL W EMBEDDED REIN. _ EMBEDDED REIN. HQ-1 IF MB-2 rr---n rr---n 1 1 I IL4JI+ �- TOP COURSE, IF m IL4J+ —TOP COURSE, IF L----' REO D PER ARGH. v 1 I REOV PER ARCH. " TOP REINF. OR GONT. COW. BOND BEAM BOND BEAM REINF. REIN. A5 REQD Z GROUT GROUT BOTTOM REIN. BOTTOM REIN. PRECAST LINTEL W PRECAST LINTELDD. EMBEDDED REIN. #--�--i EMBEED REIN. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES % ' =r seal N 77824 �� ' S T E O IF rr Off. A, � 5 © copyright : MULHERN & KULP SEP, 2giter2021 ac0 Z cc w w Z c CD � z w Oa J L' Q o .n Z= Q �— Ei LU CE S - 'C-- 0° E 4C Q J Z -0 o p o o y m �h Lil C N C. co Q M&K project number: 068-2001 1 project mgr: JSB drawn by. BC issue date: 09-13-21 REVISIONS: date: initial: d O U. w co (D Q z 0 x Z � W w U OJ N x z m Q. J J sheet: FoN2.0 — - - 4x6 POST W/ FA5TEN INTER5EGTIN6 51MP50N BC46 GAP DROPPED BEAMS TO P05T ABA46Z BA5E PER DTL U/5D-2 II DROPPED "BEAT 4x6 POST W/ 51MP50N / ABA46Z BASE �m In �n I IQ I 6% .01 REAR LANAI DROPPED BEAMS: (2)2x 12 W/ y2" OSEWLYWOOD BTWN. PLYS (TYP. OF 3) DROPPED BEAM 51MP50N HUG412 FA5TENED BAGK TO GMU BLOCK W/ 51MP50N TITEN 5GREW5 P 61 RDER TRU55 l ❑ ❑ ❑❑ II I L I I u I u TL _ i I I II I II i lu I ul ° z v l— CL /O \ IU / W \ 000 0 I\ HIP GIRDER TRU55\ 61 RDER TRU' I� OO IL o O >L 0 -- ------ -� ---�---------------� - HIP GIRDER TRUSS' \ M1�11�lmllrj, J L U L :7C �LL O o w 1L LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 • - - -----INDICATES 1/5"A" SAW GUT GONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD R*IINO PLAN SCALE: 1/4"= I'—O" (22x34 SHEET) SCALE: 1/6"=1'—O" (IlxI1 SHEET) seal: ROOF FRAM I NG ,��``�P;��c • No 77824 • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF = TRU55 GONNEGTOR5. p S T OF • ROOF SHEATHING SHALL BE 1/16" MIN, OSB/PLYWOOD 5HEATHIN6 24/b 'O�• •• C P,•'���w" ,i0`SSj R EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W%3 / 2 'W.113" 1O '�.�NA RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4 �L� �`���� � 6" O,G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 ©copyright: MULHERN Structural rt�4, I1. 20z1 TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. Z w • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND w CONTINUOUSLY UNDER ALL OVERFRAMIN6. z c • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ c0 rn Z 51MP50N VTGR CLIPS @ 24" O.G. "' °- + • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. < E E Z = CS A ci • ERECT AND INSTALL ROOF TRU55E5 PER WTGA i TPI'S BG51 I cc CM CM "6UIDE TO 600D PRAGTIGE FOR HANDLING, IN5TALLIN6 & BRAGIN6 S I UJ OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. -a.5 E X a FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 1 a' •, o • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER < �� Lu Y FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G. ti 2 W C cv = M n U10L I fT CONNECTORS BEARIN6 GONDITION TRU55 GONNEGTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51116LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". M4K HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES & SCHEDULES IV M&K project number: 068-2001 1 project mgr: .JSB drawn by: BC issue date: 09- `j 3-21 NEEN REVISIONS: date: initial: sheet: O J U. J W W (D 0 z 0 x d a d W U J s�v can CL 0 z ...8lillfe. r� FILLED GELL5 (SEE PLAN) 8" GMU BLOCK 4" GARAGE w. (I) #5 VERT. FROM FT6. TO " TOP VVi BOND BEAM. LAP W FOUNDATION DOWEL MIN. @CORNER 50" GROUT CELL SOLID F —1 GONG. OR PAVER GARAGE WALL a . DRIVEWAY BEYOND C73 0 6RADE A4. I I —III —I 5LAB - ' =1 I I —III III —I I I a I —III —I 11= m 4 /—(56ARACE EE PLAN)III—III— I r a° ° d . —III—III—I I I6"x8" THICKEN. ED6E W/ (2) #5 GONT. THICKENED F.DGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LIE z< d) O GRADE ' 11�1—I�I-� C) III-- --' 1=1 m R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —III —III I —III (5EE PLANS FOR LOCATION) GLEAN COMPACTED I„ II II I II I II l 11 l 11 i it l 1= FILL ® q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2i�2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 SOOTING 5ECT I ON W/ BLOCK DETAIL SCALE: NITS 8" WIDE GONT. GONG. CURB 8" GMU BLOGK— BEYOND EXTERIOR DOOR w GARAGE 5LAB MTL. THRESHOLD QIF (5EE PLAN) SET IN SEALANT > d d I I —I d I —III I I I —III I I —III PAVER5 (5EE PLANS) d d ° I —I I —I = I=1ILE —III I- I= I III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —I II III —III = II I III I I' (5EE PLAN5 FOR LOGATION) 11=III—III—III—I _ GLEAN COMPACTED FILL @ q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GR GE CURB DETA I L SCALE: NTS 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL THRE5HOLD 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVER5 (5EE PLAN5) d J v m GLEAN COMPACTED` R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I _ LU U mLU MONOLITHIC FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD LWI PTH L GONT. ON GHAIR5 DEN51 TY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 r(—,,=-� EXTERIOR OUTSWING I$ 56D POURED 51LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) ° d ° d III —III —I � I- III —III —III —I _ i- _`'I- m III I I d .. I I —III —III- - I1=1 1=1I 1=1I1=1I1—'''- MONOLITHIC GLEAN COMPACTED 1 11 I 1—III= I I' FOUNDATION W/ (2) #5 FILL ® q5% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE IN (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: NTS 3Y2" GONG. 51 "Q w/ WWF OR FIBERME5H Rf OVER 6 MIL. VAPOR BARR THICKENED 5LA5 @ RECE55 DETAIL 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. PATIO/PORGH/LANAI 5LAB (5EE PLAN) THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) z I EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) ° I III —I °° —III—III—I I- ' 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III —III —III —I I III= (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED -� I„ II I —III —III I I III-111— FILL ®q5% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND 5PAGE 0 52" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN 0 5TUD TOP 8 PLT. BOT. d .. ° d ° a ° d O a. Q. (2) #5'5 GONT. W/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5UBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL SCALE: NTS 8" CMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID cz_ c<c L L e� O BADE III=1 I I=1 I I=1 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) PVG GHA5E 5LEEVE TO BE � 'I. ICI —ICI III ICI —I I �—III—III = III —I I TWIGE THE DIAMETER OF ' I I III III —I 11=1 I I I =1 I I PROTECTED PIPE GLEAN COMPACTED 1(— FILL @ 95% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 (D=�,H�l DETAIL For. . . . . . . . seal%GIs ��ENs� •� :• •�•. i • No 77824 ..* - .. %�'• ST TE OF .� .A�.•• 4 O P SN 'V �9 sd�dliii;aa=•ee © copyright: MULHERCP� J %021 Structura eer g, tc. lip Z J� w w Z o C-0 rn CC w a J � F— V d c. W f- � w cn J OD X JZ M cc OD W c6ca o coo y M L6 W p N co Q IV M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 09-1 3-21 REVISIONS: date: initial: sheet: 4 Ca O UJ � Q z 0 a a d Q jij fn CL z J J SDm 1 SCALE: NTS SCALE: NTS PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS 6" O.G. U = < n 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM IN (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 0 8 HORZ. REINF. SPECS ROOF TRUS -5EE PLAN (2)3 Y2'x0.1 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPECS SECTION SCALE: 3/4"=I'-O" 2 3/WxO.113" RING SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPEGIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOCKING ® 16' o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON ROOF TRUSSES (2)3Y2"x0.131 -5EE PLAN" LAN — 2x4 @ 16"o.c. FASTENED - TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REG2URIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH l" (MIN) EMBEDMENT. EXTERIOR SHEATHING E06E NAILING - 2 Y2"xO.I31" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRUSS TO P.T. SILL PLATE w Y4" DIA. x3Y2" LONG 505 SGREWS ® 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRUSS MANUF.) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE CONT. 24" MIN ONTO.ROOF 2x4 BLOCKING"/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 y4"x0.131" NAILS 2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ® 48 SPACED @ 4 -O O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRU55 BOTTOt (NOT REO'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKING w/ SGREWS EXTEND INTO BOND BEAM MAILS 6" O.G. 2 SECTION SCALE: 3/4"=1'-0" CAGTCAI �,-,,,C 5HT6. TO HIP .113" RING 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES FASTEN EACH OVERFR TRU55 TO TRUSS BELOI FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8" GMU BOND BEAM w/--/ H6AMIOKTA GLIP ® 48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM SECTION I HORZ. REINF. SPECS SGALE:SECTION SCALE: 3/4"=1'-O" BOND-BEAM�- -GONTIN. PRECAST HEADER 5" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE WINDOW SILL, OR EOUIV. GAST-GRETE WINDOW SILL, OR EOUIV. DOUBLE WINDOW MA50NRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER TYPICAL OVERT RAM I N6 CONNECTION DETAIL 50ALE: N.T.S. NOTES: PROVIDE 50LID SHIM BETW'N TRUSS $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 5GALE: 3/4"=1'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF'5 FASTEN EXTERIOR SHEATHING TO 2x BLOCKING w/ 2 Y2"xO.I31" NAIL ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. ff HORZ. REINF. SPECS SECTION SCALE: 3/4"=1'-0" TRUSSES PLAN T CONNECTOR SCHEDULE WALL REINF. <TEND INTO BEAM (1) #5 IN BOND BEAM I } ALL LAPS INMA50NRY25" ---------------- \-- PRECAST LINTEL, SEE PLAN RUNNING BAR I FOR SPECIFICATION VERTICAL REINFORCEMENT PER tY PLAN d } MAIN ROOF SHEATHING I (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) (IF REO'D PER PLAN) P05T 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE I OF POST, q" MIN END LENGTH Z#5 BENT CORNER BAR DROPPED \/ MAIN ROOF TRU555 GROUTED CELL BEAMS PER PLAN I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE 112" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (5) ROWS OF 3"x0.131" NAILS STAGGERED @ 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 y2"xO.I31" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. WINDOW/DOOR BUCK DETAIL WALE: NTS TYF. CORNER VERT. WALL RE I NFORC I N6 DETAIL SCALE: NTS 2x6x12" OR 2X8XI2 "P.T. CENTER BUCK NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES VRE I NI=ORC I NG DETA I L Q�SC�N� NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N 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 IN G OUTTED PER PLAN SLAB, EPDXY DRIVE I IN GROUTED CELL #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I mo cv I I z 2X6 OR 2X8 P.T. BUCK I I I EACH SIDE OF OPENING -VERIFY CONN. REO'MT w/ DOOR MANUFACTURER I III —III —III III —I PROVIDE (5) %" DIA. J-BOLT W/ 5" GRADE Y2_ _ a I1=III=III— Ii ,I I1. EMBEDMENT AT EACH DOOR BRACKET,EACH 51DE OF DOOR. PROVIDE I /2"X%"�- -III—III—III III —III —III THICK WASHER W/ EACH ANCHOR (IST BOLT --' —I I MI I 1=1 I I 1=1 I I —I I I- TO BE 8" MAX ABV CURB REST EQUALLY I=1 I I=III I�1 III —I I I - SPACED APPROXIMATELY 24" O.G.) - START BOLTS AFTER GARAGE CURB (8" MAX) �t(51�110�OR �UGK DET�r I L�L�A M 155ED DOWEL RETROI= I T DETAIL SCALE: NTS SIM. ® CH) STEM FOR DROPPED GRADE REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" seal: `� N 4 S ATE OF s'®OAS © copyright, MULHEISERLP2 '' 2021 Structural Engineering, Inc. Z LU w w z o rn `— Z z w J �- a .c z= aQ I _ 44 cc UJi— to S �o w -5 j 3: m E Z ;. W M mo H "i Y LO Com W cm o [v cc M C2 M&K project number: 068-2001 1 project mgr: J s B drawn by: BC issue date: 09- `I 3-2 1 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRUSS TO GMU w/ 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN SGREWS M< - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) ® F, W EACH TRUSS. T _ T - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRU55E5 @ EVERY OTHER BAY ^.• FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 4"x0.131 " NAI LS EA. END. P W DETAIL �' U jI 0 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE NHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. sheet: 'Q Q 0 J JL �W V z rr(L� uJ r'Q V < J J SD2 I I� � li it i li rll is i I n el) PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6:. TOP CHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 SHEATHING. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE TOR 'L' BRAGE5 (REFERENCE BG51-B3 F16URE5 B3-I8 4 B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 133-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEBNERTIGAL MEMBER. • V 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES ALIGN, CONTINUOUS ROWS OF LATERAL BRAGINS MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd 6UN NAILS (0.15N3 I/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL 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 GL05EST TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED, DIA60NAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A ROOF 5HEATHIN6 CONTIN, LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRUSS BAY AS SHOWN 2x 5TRON6BAGK (NOT REOV FOR 5TRUCTURE) DIRECT -APPLIED PLYWD/O5B COMPRES51ON WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE 0 (5) OR MORE ADJACENT 51MILAR TRUSSES (SEE INDIV. TRU55 SHOP DRAWIN65 x FOR LOCATIONS) r) 2x STRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) DIREGT-APPLIED 6WB GEILIN6 SECTION B-B ALTERNATE PERM MFE (3) OR HORE SIMILAR T RUSSES ARE 6PMW /- WEB MEMBER REQUIRING B BRAGIN6 AS INDICATED BY TRUSS MANUFACTURER A DIRECT -APPLIED SWB GEILIN6 - TYPICAL TRU55 ELEVATION 2x 5TRON66AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PA6IN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) 'L' OR 'T' BRAGIN6 NE135 DE516NATEP BY TRU55 MANUF. PERMANENT TRU55 BRAG I NG PETA I L5 $ NOTES SCALE: NOW VIREGT APPLIED GEILIN6 1 COMPONENT $ GLADDIN6 PRESSURE ZONES Gomponent5 i Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URES© ZONE PRE55URE5© HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14.q -26.6 2r +14A -36.8 20" TO 27° 2e +14.q -36.8 +14.q -56.8 0 +14.q -28.3 2r +14A -45.1 ROOF 2e +14A -25.3 3e +14A -45.1 (6ABLE) 200 TO 21' 2n +14.11 -45.1 3r +14.q -53.6 0 +21.2 -22A WALLS Q +21.2 -28.3 0 OTE: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 Pre55ure. Divide allowable Pre55ure5 by a factor of 0.6 to obtain ultimate pre55ures. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. • F •E N.N 77824 ST TEOFO R \'O MULHE KULP Strudur99PheQr g1In J 03 J ac0 Z w w Z o co Q' r- Z w a J a Z� L a c) F- C-) -.4- gd. �= c� WF- U) Ei -a a) .. j m E Q Jz Q W Mo Y C? oCO y m L6 W o N cc cr) a Mr MW project number: 068-2001 1 project mgr: JSB drawn by: B C issue date: 09- `j 3-21 REVISIONS: date: initial: � o J � LL, WLd Q z C) 0 a a J � � 1-' W U a � NY �- z t j CL ° 1J sheet: y a»pa. . a2° »( C � Cl � d* � a\ � ��