Loading...
HomeMy WebLinkAbout6773 Branham Mill CtI e 0 ABBREVIAT'IOleiS 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 Q ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION 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 WOOD WwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )Vn0TllaTlTM Co m nles 90 Matawan Road LLC Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "A" 6773 BRANHAM Mill. COURT 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." RELEASE HISTORY AREATABULATION. 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 UR 2002 SQ. F:T:::] 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 MAR 2 2 2022 G. pfz�`�`11141111// OF i 0p,�'"yyao A w �_(r >Er<0 LCC ij U) < Z) cr J U) w - ❑�(rIz 0 f— z �u-00U) zzz�z < w ��=oC�- W 0C) �=zLL� �Pazo N �i Q rz Mgt A o O (� O Z A u Wj O a) 65 o � �" w w "...l _ w U) w w w w O 0< u O_ iY cn W 0 O� � �Z G aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/22/21 SHEET GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: 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 . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE IA COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION HE BOTTOM EXP EXPOSED EDGE F THE GLAZING I LE THAN INCHES MEASURED VERTICALLY ABOVE TOS G O G G S SS 60 REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT Q Q THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING.MEMBRANE FLA IN HALL BE INSTALLED A D HER F ASSEMBLY MANUFACTURER'S ALL FLASHING SACCORDING TO 00 SS THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF 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 RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES 762 MM MEASURED ( ) SU SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM CLAY AND CONCRETE TILE 1 A.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 CO S L 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 RI 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 WHEERERE 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 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 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. STAIRWAYS: CARPORTS. DRIVEWAYS, WALKS, PATIOS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. 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 U G SE 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: M15o2.a.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 MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED 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 T 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 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). THE 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 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. AN ANGLE NOT MORE THAN 30 DEGREES RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED L. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 , AS MEASURED VERTICALLY, MANUFACTURERS 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 MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: FFOUNDATION 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: EXCEPTIONS: 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 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. 1 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 CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 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 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 EXCEPTIONS: EXCEPTIONS: 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. FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 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. LLI z O = O >- H >�¢0 W ❑ H cnUWw Q ❑ W F- a. ;Wg ❑ IY Y 0 H z 06LL.00u) ZzzF-Z WLLI Q _ _j- U) 0 Q Z2zLLU) �I-<z cz Q H 0 0 0 O � w O � O Oi Mgt w w M w w Z x w Nct U) O E U U) w G z z Od U z aaa �eN\`' G. P o •, * No 4 e e , ° i e ° 6 �%®; AT ♦ � C y� ° LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/22121 SHEET C C r w 35'-0" 15'-0" 12'-0" 8'-011 '01611 11'-0" 6' 70, STUCCO WRAPPED — — — — — BEAM @ 7'-8" !�11 = 1 STUCCO WRAPPED w As.1 4X6 POSTS Co LANAI I I 8'-8"CLG. p o_ o -1 p Q MOISTURE RESISTANT 0 m °� o *- U m DRYWALL CLG. F_ *- 5'-4" 13'-4" 8'-8" " 7'-8 *35 SH `tit 54"X63" EGRESS 35 SH XFER GRILL - -f) 4'-42' 13'-52" tiwo 4 15'-10" HB. OWNER'S, C_L. SUITE " d' _ 8'-8" CLG. ---R&S CV (4)1-GREAT r SHELVES _ 00 ROOM a 8'-8" CLG. r .; o � R � - PTRY "' 36"X60" 5 -1 '-8" CLG. cy N N ACRYLIC SHWR PAN -BR o CV ...:. �68 QI I I r 1 �31 3 SIDED SIN r ®. ®, cr) = 2 ,- N ACRYLIC SURROUND M 9,_51 �� 1 �� 2 - ! _-_io, 7 -1(2 III CO C) 1 15 -112 OWNER'S 1 _ BATH g' �� W-� r---- . _ 8-8 cL2„ L-- 0 z 4 -32 " �� I� DINING N 3'-3° _ �� IQ AREA bo - �� L N 2'-0° cfl I� I� 00 8'-8" CLG. IN Cyc? S Q— ,- I I �� o l l zo M i ° ij ADD 16' OSB TO BR i KITCHEN It O iN MECH. CL. 3 SIDED OS WIC rN j 8'-8" CL CEILING FOR ACRYLIC - I 8'-8" CLG. FIRE DRAFT SURROUND 00 I c I r M I 1" w 3'- 10-2 L---- 1 3 -52 AHU ON STOP ' � - v, U)i � °C - WATERLINE �cc STAND - B PER o , ' I 30" AFF o f OMM o .T R&S HI/LO i°C - Y cc R.A.G. E ECS. Cy R&S XFER = m LOCATION HALL = a: -------�---- GRILL T BR o� I d I I BATH 1'-11 2 `V CL ti�o� m 3,_61" 3'_72�� 61_11" ti� ' 3'-92�� s'-s° CLG. 61_ - 6 -6 3 -112 CL ��� > o� m �10 O - 2 3' " BEDROOM 3 ---- -8 CLG. R&s - d z _ r HALL a ,...:....... CIO8 rIN DRYER VENT N BRK _ 8'-8" CLG. rIN r L cn -CL - R&S w cn o w FOYER - N GRIELR 2'-32" cc: r 8'-8" CLG. �6�� WASHER BOX iv rIN LNDY (w co 1 �� 10 -72 8'-8" CLG.' 1 �� 6 -12 1 �� 1 �� 3 -92 1 -72 N T-0" 4'-6,� co �O '^,S'.Y. {i .7 S^,• ,:, ,V..S•.Nr.4:. N.S; . S^r - ^rN 5 . 5 . Y; Sa N t t. ,.Y,^t h ^,^ '- ^, t 1 S, .yS,•t': •.Y' S t '.YL:N' 4: t' SIN -' N LINE OF 2" 2868 N C W/ CONC. CURB SELF CL SER 0o r 2'-O" 1/2" WALL ENTRY co � � BOARD ON 22�� X 54�� 8' -8" CLG.Co BEDROOM 2 I I GARAGE SIDE ATTIC ACCESS -J PROVIDE 8" 8" 8'-8" CLG. 17'-4" INSULATION 4'-0" 1'- ' 10'-0" BOLLARD PER AS REQ'D FLAT SOFFIT COMMUNITY SPEC _ AT 7'-4" *25 SH 37"X63" EGRESS 0 2 CAR r� N GARAGE o 8'-8" CLG. cV 1/2" CEILING BOARD ABOVE �------------------------------------ ----� co r x 16070 GARAGE DOOR 1 6'-011 '_4' 71_411 _011 41 18'-8" 11'-4" 5'-011 35-0" 1 A5.1 FIRST FLOOR PLAN SCALE: 1/4"=1'-0" 5.1 LEGEND SYMBOLS A BUILDING/WALL SECTION slrr MARKER INTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN DIMENSIONSTO ROUGH STAIR DIAGRAM 10" 0 1 it 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 11 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE R(� BRACKET SPACED 16" O.C. FOR COUNTERTOP ZSVERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1'-2" MAX SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ BD. PER SHOP DWGj N WD.BASE— MOLDING FINISH FLOOR-, FLOOR 1 9 III r SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. MAR 2 2 2022 LLJ pJF=--W WZO� w�z0 5;w<o W Z)pl- � U w LLJ aZ)wF- J c W — IY cr_ !Y °tSZZOW C0 z It < W IL _ T r U) 0 U = � LL CA Z �f-QZp CZ cy '_ c C (� n F- 0 �Q Q 0 0 0 U 0 �..1 Z O O p I w omi LL. w ].., U) _O R U) w G En O� t o aaaQQ Iuj xZ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/22/21 SHEET A1*1 TV 4" WIDE STUCCO +1 BAND l I n 2 4" / 411 \ 211 �t +1 / ---� 4" WIDE STUCCO BAND , WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE \ STUCCO I BAND +1 4" GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 6" FASCIA, TYP. 1 4" WIDE STUCCO BAND (+1) 12 ROOF SHINGLES PER 5 5:12 COMMUNITY SPECS. 0 .35 SH 12 5 � 0 (2) 3068 REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 12 5 5:12 �12 5 IF] 11 FE-1 m FRONT ELEVATION SCALE: 1/4"=1'-0" "35 SH BLDG. HEIGHT 6" FASCIA, TYP. T.O. MASONRY T.O. WINDOW 1'-0" 4" WIDE STUCCO BAND (+1) FIN. FLOOR ll 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 2022 ` ` xil1IIIuol ®\®®G. rL to �s• { ' ur O � { A { W �00P Wo <0 0 I-- U) (J W W < p LLJ J U) W W cr cr ir �1®I-Z �u-00U) z Z z p Z i Q J W CL _ �c/)pOU =ZU-U) �I-¢Zcz cz 0 n 0 H U) z 0 o 1••�1 � o � w 0 w 00 � o w O cu w Z w 0 m LLM U) O R U) W O U) Z 0855 lzZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/22/21 SHEET A2. I 12 5 T.O. MASONRY ROOF SHINGLES PER COMMUNITY SPECS. ROOF SHINGLES PER COMMUNITY SPECS. LEFT ELEVATION SCALE: 1/4"=1'-0" j5;�� 5:12 0 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 5:12 0 5:12 0 12 5 12 5 12 5 FIN. FLR. T.O. MASONRY PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH °r':..r.:.Sc::• ;r, _ . 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) MAR 2 2 222 �e,1t11111//,� ZZ IVAL cc Lu �J4=-W wZO� w IZO >OCQO W Z) 0 H cc cnUww Q = W_ _ F- > J CL W Er IY ® I— z 06 L. O cn _O Z Z Z ~ Z w a = oC �- �cnoOU ==ZLLU) �I—<—Z cz �'--4 (� ri Q� N (� r ^I Q C) 0 �a Q U) o O Z o o �C w 0 w � w o A U) w w w x U) _O W z Z O rn �z 0 QQQaQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/22/21 SHEET A292 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 SQ. IN. UPPER VENTS REQUIRED 3 VENTS 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 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 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 NOTE: PROVIDE FLASHING AT ALL ROOF VALLEY AND ROOF/ WALL INTERSECTIONS ROOF PLAN SCALE: 1 /4"=1'-0" MAR 2 2 2022 `ems • aIV's . a A Of /QIVAL���°� /l/1111" cc W >i 2 it �00E- >oCQO W Z) C) H U W Lu W_ F— > cr cr_ Y 0 I— Z �LL00_c) ZZZ:'z °C�am-i W a 2 oC �- =2ZU-W MHQz� cz - g o CZ 1-- � O Q O O O 0 (L I o 0 0 0 w a w U) Act E rx U) w z z O6 �o Ix z �i6 ILI 11 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/22/21 SHEET A3. I BOTTOM OF LIN' @a 7'-4" A. e I% BUILDING SECTION SCALE: 1 /4"=1'-0" 12 5 T.O. MASONRY T.O. WINDOW FIN.FLR__——__—__—_- BUILDING SECTION SCALE: 1/4"=11-0" M/1P1C C-UlKI/±1 CO nCr7l nFIk A\AI IAIIT/ ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 ---- T.O. MASONR) -- _ T.O. WINDO\A _--- _—_ FIN._FLR_ MAR 2 2 2022 ���01111 1111�i�/ on a � � NA1. cr- W CC wz �00E- > ccc: 0 W=oF- U) 0 3: W WIll w cr- X o6ZZOW J Q J W (L _ U) 0 _U) �I--QZ� AI 1A` LOT 1 v O Si H O 0 0 U O U) Z o W-W O L) � w 0 ww Z w A U O_ R U) w Od � wZ o aaaaa COMMUNITY: LINKS AT CALL A SPRINGS PLAN # 6100 RELEASED:12/22/21 SHEET p INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - lx PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. — WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO lx2 PT. FURRING @ 24" O.C. BASE BOARD SEE SOFFIT AT RAKE (BEYOND) ROOF PLAN REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB - (OR APPROVED EQUAL) ,__BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD U \ Y(REFER TO ELEV.) INSULATION AS \— 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-0" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS, HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. ot TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1—STORY WALL � WINDOW SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "'GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \� CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM - GYPSUM BOARD BOARD z g �31/2" cc f GYPSUM w °- BOARD GARAGE NICHE FOR - ELECTRICAL PANEL & WIRING cV ELECTRICAL PANEL ELECTRICAL PANEL N zo EXTERIOR — co CMU BLOCK WALL CONCRETE CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR 1-STORY - MASONRY WALL 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (s" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4" SPECS PLANS 0' 0" SLOPE SLOPE FIN. FL. m� `—FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION C@ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS win 0 ELECTRICAL PANEL NICHE AT CMU BLOCK WALL T.O. M z CL cc w NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION MAR 2 2 2022 011111111/j/ 4pNo e • .` . ® . 2 • e _ A OF C\ .tp L oivAC s W } 2 cr- LLI O O } I_ LLI >OWC¢O LU F- cf) Luu ¢ p W � C/) W w c Y O F- z 06LLOOU) Z z Z ~ W °CJa�_j Lu CC C _jCQ 0U Z)=ZLL U) �F-¢zp cz-� N O �¢ N 0 0 0 U 0 Z p m PENNM 0 U w U) 0i NJ i w w a U) O U) W U) Z O U G 1(j aaaaa COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6100 RELEASED: 12122t21 SHEET A5*2 ''VOOD SHEATHING ;0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER METAL LATH .AP WRB & TAPE OVER ROOF/WALL 'CREED iX5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) )NDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT tOOF 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 WRB APPROX. 1-1/2" ABOVE SHINGLES W ROOF/WALL SCREED Z 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) tn W T FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLE FOLD INWARD @ PT. A STEP 3 vv FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 Q l 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 MAR 2 2 2022 ``0,149�IA1�Pp®�i oho AT ©F NAIL 0, Ir W } r M Lu LLIZ O O I_ Lu cao W 0 F— CC U W w apw� IL w w zzZW wF ajraQ___3cl)pOU = Z LL (n ? h Qcz O N n 0 U) 0 u w 0A O � O w � w w � 0 R U) w O 4 �o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/22/21 SHEET wpml 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 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL METER (V.I.F) IRRI FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ONNECT 3-BULB ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH + FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION go CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) cn+ COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR i4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) 01 ELECTRIC METER i. ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE W } _ it �: 0 >_ LLJ >oWCQO LU ❑ F- IrW❑ QZ)WF— J U) W ❑ (r T_ cc Ypl—Z .6L-00U) ZZZ~'uj -i¢2-1 w IL (L _3D000 =ZILC/) H Q Z cz 0� O Zd� Q o g 0 2 Z H z O O 0.4 U � O u w o w O O p w � w cn U) _O tL- U) w 0 U� Z O� u, as EZ G aaaaa i i i i i COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/22/21 SHEET i i , SLAB PENETRATION PLAN SCALE: NTS lY W �00� } >oCQO U) C) w CC W Z) It Z W z Z o W Q = Et - �cQpOU �YzzLL ) �HQz� r; N cc O Q 0 0 0 r� V 0 Z O WNW" O o w z w w w � x U) m< I U) 0 E U) W cn 0 4 rn- wZ O aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/22/21 SHEET p 1 0 MA50NR'' LINTEL A55EM5L I E5 5EE 50HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--1i MIN. (1) GOURSE/BOND I '+ �- MIN. (1) COURSE/BOND I I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PRECAST LINTEL W PRECAST LINTEL W 4--L EMBEDDED REINF. _ EMBEDDED REINF. MB-I MB-2 rr--1i i i '++- TOP COURSE, IF j 'F4- TOP COURSE, IF : L4J : L4J I REQV PER ARCH.CONT. 13OND : REQ D PER ARCH. z TOP REINF. OR GONT. REINF. A5 REQB M BOND BEAM REINF. Z CRour GROUT BOTTOM REINF. " BOTTOM REINF. -- PRECAST LINTEL w/ A•' EMBEDDED REINF. 1g. PREGA5T LINTEL w/ �#-Y�t tom`- EMBEDDED REINF. ME3 N MB-4 MA50NR1' L I NTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-06/OT ----- ----- M13-2 8F8-IB/oT ----- (1) #5 M15-3 81=I6-I13/IT (1) #5 (1) #5 M13-4 8iRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ SPAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f y=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-I.OA SLAB PLAN F-2.0B BLOCK PLAN 543A ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY,OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGONS ® 52" o.C. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN l% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC25 AND 5LA55 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM C416 F'C=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTI GAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR NALL5. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXAGT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LA13) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARES A5 P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEG I � I CATI ON5 (TYF. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 5'W.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (5) TOENAIL5* SOLE PLATE TO JO15T/BLK'6. (5) NAILS 0 4" o.c. (3) NAILS ® 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS 0 6" o.0 BLK'6. BTNN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" O.G. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24"o.C. NAILS a 16" o.c.. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS INTERSECTING NALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE ARE 5HONN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 NTERNAL PRESSURE GOEPP I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG 512EG I f I GAT I ON5 INDICATE5 LOCATION AND EXTENT OF 5HEARNALL HHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEG. 15/52" PLYWOOD OR O5B FASTENED W PI 2y2"x0.131 " NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.c_ IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED W P3 21211x0.131 " NAILS © 3" o.c.. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR NALL SHEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 w/ 15/32" PLYWOOD OR 055 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 EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.C. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.C. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRANIN65 FOR ADO'L HALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'4' WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALLS 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 WITH 32�6 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 L5/32" THICK, APA RATED SHEATHING EXPOSURE 1 055 OR PLYWOOD PEf ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure LROO .. OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +11.1 PSF/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ures 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. pre55ure5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, 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 EDGES 4 ® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 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 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 1 GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS a 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUS5 MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LE6END • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING NALL ABOVE • BEAM / HEADER • M M LOCATION AND EXTENT OF 5HEARNALL r- .7.7.7.1 • I: • : ; I EXTENT OF OVERFRAMING • - - INDICATE5 I/8"A" SAN GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS DECKS) = 30 P5F @ SLEEPING AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS LISTED RI5K CATEGORY 11 6ENERAL FRAM I N6 • EXTERIOR HOOD STUD BEARING WALLS SHALL BE 2x SPF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING NALL5 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 GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS $ HEADERS N/ 3-RON5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS g 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2142"xO.131" NAILS @ 6" O.G. ® EDGES � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/15EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x10A6 p51 • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.Ox10A0 p51 . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"xO.131" NAILS a 8" 0/G OR 2 RON5Y4"6/2" 51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREN5) ® 16" 0/6. USE A MINIMUM OF 3 RON5 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 3 Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 � 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" SIMPSON 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR HALL 5TUD5 IN GONTAGT w/ GMU NALL5 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 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS N/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. oCD z Z _J Fn W w z CZ z W J Z= i� W� x� JN z W 0 y W 4IF M&K project number, 068-2001 1 project mgr: drawn by: issue date: JSB DJ R 1 2- 1 4-2 1 REVISIONS: date: initial: sheet: J W 0 11J UJ 2 d o) 0 J SM0.0 Q 0 J LL, u z a U) 'Q U 'Q U) z J l■■IIIJWi IWll14Wa IL:Vl lltiJl�liYllWl,I iIYNN� i WWVIIY��ulY4+�k �L�lI� I�J+YIIll,����u14LJ ��_UU1....m1�1.1iWYY �lI1WUYlI�u®�I�WII , �� ,u ..��w._ .,' �k wll , I .,I iw�.Lu�1�4uui.��u. .wall_�llw:��l�ueu�uy�u �ur���uuwiwlu!uLid I 2 5D- 0 N 35'-0" 15'-0" 12'-0" i . 8'-0" tt I I V 7Lt tD: -------- Q;� y2" GONG. 5LAB ON RADE (2500 P51 N I IN.) W 6x6—W1.4xW1.4 MESH OR FIBER MESH w ON q5% GOMPAGTED ILL OR VIR61N SOIL. I � 2 I 1 Cl I 2 HVAG 5D- I I 5D-1 3 y" STEP 5D-1 I 5D- I UNIT 2 I 401 FRENGH DOOR I • REGE55 PER • I I MANUFAGTURERS I NSTRUGTION I I i � I • • I E NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I GONGRETE SLAB: 3 y2 GONG. SLAB ON GRADE (2500 P51 MIN.) W 6x6—W1.4xNI.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N 5O1L. •I I I I I I. •I f i I 1 I 18'-0" 3 y2 STEP —L � 3 /2" STEP I _ _� • 4 5D-I I 6 I I GARAGE SLAB: 3 y2" GONG. SLAB ON 6RADE I I (2500 P51 MIN.) W 6x6—WI.4xWl.4 MESH OR FIBER MESH OVER 6 • MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. •I � I. w I I L_---------------� • • • • 5D—I 5D—I 5 5D-I 2 5D- I 11 LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMING .-- — —INDIGATE5 I/S" A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID 13LOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES ff SCHEDULES seal: `\```����111 I I p /�� 1 %ZZ • A OF --jam © copyr��Ijyl aULP'"O�\� S�t�dddrp4Fi41de�q, Inc. nz z J fJ w w z o LID z C w a +� Q � Z= Q� crUJ_ E c� j =a Jz Q. Vo W Y oto y m L6 Lil �r C N Cf) O. M&K project number; 068-200 1 1 project mgr; J s B drawn by, DJ R issue date, 12-14-21 REVISIONS: date; initial; 03/11/22 0 J RZ, J W 0 2 Ld x g Ld CL � m = 5U) Cn < sheet; 'Q Q 0 J LL U) C� z x IL U) U) 'Q 0 z J J v 35'-0" 5'-0" M 5LAB PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 10*'-0" (IIxI1 SHEET) Fm i •O I., 0 I I O I r— O 1 r-- d- t— d- I t— 35'-011 y!7 1. 5'-`"i CCJJ "1' 11 4' II 41-511 41-51I 6'-411 1.21-611 �. 41-611 31-211 I AI 16I-0" I'-4 18'-8" 55'-011 51-011 4'-211 N I t— 1 �Ivj "0 3 M LEGEND • ® INTERIOR BEARING WALL • = _ = _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL . I:.::::::: I EXTENT OF OVERFRAMING LL'i__J • e -- -- - INDIGATE5 1/0"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. MA50NR`( LINTEL nETA I L5 REINFORGEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I 8F8-O6/0T ----- ----- MB-2 SF8-IB/OT ----- (I) #5 M13-3 SFIb-IB/IT (I) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f y=60 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBL I E-5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4J+i— MIN. (1) GOUR5EWW i LSD+ — MIN. (1)GOUR5FJBOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL [ � Wt cRour CRour BOTTOM REINF. PREGA5T LINTEL w/ I I PREGA5T LINTEL W i`�i` EMBEDDED REINF. 4--D EMBEDDED REIN. MB-1 MB-2 i iLi i I ii-I— TOP COURSE, IF I I +UR -�— TOP COSE, IF L4J I 4J I I I READ PER ARCH. I REQb PER ARCH. CONT. BOND BEAM TOP REIN. OR GONT. REIN. A5 REQ'D BOND BEAM REIN. GROUT T BOTTOM REINF. BOTTOM REIN. -- PRECAST LINTEL w/ I a I PRECAST LINTEL Pi/ `4 EMBEDDED REIN. EMBEDDED REINF. ET MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: 0,,11, 6' ir/rr / 1 ego` � e v .F'• r � t i A OF l e © copyrlci(,!b1II1f'U44 \\® S 4 rh t A -A rinq, Inc, 0 C.D Z JLU w w Z c � rn w J a t: ° a Z= .a QU c-) d o, tUJ W E >> T a 3: J m E >. J� Z 0o o W Y o ccrry� Cal M �h W G N M&K project number: r� 068-200 1 project mgr: J S B drawn by: DJ R issue date: 12-14-21 REVISIONS: date: initial: 03/11/22 DJR sheet: a u, 44 Z^` cV- �V SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (1110 SHEET) Fm2.0 vim LLM l �l�� ��..�aII�.J�t�ui1rY11�liII11�iIWIr•WYYIIWY��910YV�1■WiiYYI�I�IIWII�mi6 .I; ll ---1 GYI�IIIL1kuVti:!■611E:d!�1 �IIl u� lk�:-u�yuu�,.,..1..u�11� W�ra4�1��1,4d�.. II�IIkWllb l.ii��+�_�!Y��-L.!IWIY4 l �Lwt.0 , lla Mugu+ ENHWERMUNk.u.-IYL-11I'll I LI ml l IIIJI1111111M 1IWM. 'J.n&J&Msu " = 2) 11 LEGEND n0n0noo • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARNALL r-.7.7.7-71 1::::::::: I EXTENT OF OVERFRAMIN6 L'_'_'_'J •°°•— — mINDIGATES 1/8"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NC6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1116" MIN. 055/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %)"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERHI5E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER HTCA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I PT GONNEGTOR5 BEARIN6 CONDITION TRU55 GONNEGTOR LENGTH 15' SIMPSON H2.5T SIN6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF C71RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD HALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU NALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETA16 FLUSH 61. BR6. ON GMU NALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURRL NOTES ff SCHEDULES sealG. ®® b®GCAB�F•,� ,y o a ,per was p� � 9 yC rr 0 ° OF k OR I'D © copyril LPG; : 9�uiuttiuF4 rwi mii inc. aZ J MW W w Z c c� z C" w a J � Q Z= .c QU �y � a cr = t UJ E � ? J = m Q z ! LU Mo oLD y m L6 W C hl fir' M C. 4 IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12-14-21 REVISIONS: date: initial: 03/11/22 DER MWORW OR WATION REVISION I q I o� Q \ 5D-2 - O LU 0 UJ1i.\ �- ----- ---- ----- Q U) - - - - - - --N �-, 0 0 3 I a 5D-2 �-2 Ld I ; �--------- HIP GIRDER TRU55--------------------- ; I < UJ o I L o V-2 Lu U- 0 LO < J J 1 0;OOF PRAK IVC7 IP�AIV sheet: �,ALI: I/4"=1'-0" (22x34 SHEET) 5D-2 SCALE: 1/5"=1'-0" (IIxI1 SHEET) M 03 FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY 16"x8" THICKER E06E W/ (2) #5 GONT. vr�rcnv� S wNNZ-.N F 6ARA6E WALL BEYOND 6ARA6E SLAB (5EE PLAN) THICKENED EDGE GARAGE DOOR DETA I L SCALE: NTS a" GMU BLOCK b" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ N FOUNDATION DOWEL—, 6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) I zd .d..a III —III —I 0 6RADE III —III —III —I 111 M I I= pi I=1 I I III —III —III —III 1= =1I1-1 111—I ' ' 11-1I1-1I1-1 I _ 1=1 m III I I III=1 I I_ I) #5 DOWEL W/ 6" HOOK AT (EE T. HALL REINF. PLANS FOR LOCATION) 1=111—�I� GLEAN GOMPAGTED --/' FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY I W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GR GE CURB DET,� I L SCALE: NT5 8" GMU BLOGK---, BEYOND EXTERIOR DOOR— MTL. THRESHOLD -� SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) —� PER MANUF.. '. a. m11111°IIII 711�,,. GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSAI NG $ 56D POURED 5I LL5 DETA I L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) WI kn �LU m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON CHAIRS all GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Q.. d< ` � III —III —I ♦ . I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 1 11 111=111-1II ; I I (SEE PLANS FOR LOCATION) =III 111111GLEAN COMPACTED COMPACTED i I I-1I1—11i FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS �� SOOTING SECTION W/ BLOCK DET�hIL SCALE: NM a" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) d J m GLEAN COMPACTED` FILL ® q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NT5 G a - e ♦ e a. ._ .. e. a , � � .a III— ♦ III —III- g III MIIMIII_ —III —I a a a ♦. II1=1I1=1 1I1-1 11- R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB . (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 ATIO/PORGH/LANAI SLAB (5EE PLAN) 8"xa" THIGKENED — SLAB W/ (1) #5 GONT. TH I GKENED EDGE DETA I L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6, 1 BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I �i EXP JOINT v d .. c =1 1111 rIIIII� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) `. )1=117i-`-(I) #5 DOWEL W/ 6" HOOK AT 111-111- ALL VERT. WALL REINF. Ti 1.111=11I=111=1 I III= (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED ; I I I I I I I I I I I I I I, ,. I FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 CONT. ON GHAIR5 2-5TORY: I -4 WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL � i�ORGH/�AT 10/LANA I DETA I L SCALE: WM Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN STUD TOP 4 PLT. BOT. a 41 ♦ a. O d .ed < ♦ . (2) #5'5 GONT. W/ —/ all all 3" MIN. CLEAR UPLIFT CONNECTORS SUCH 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 SPEGIFIGALLY NOTED ON PLAN. ''A-'� GARAGE STEP DOWN DETAIL SCALE: NTS a" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c<c L O BADE III=I I I —I 11-1 I I- O GLEAN COMPACTED FILL ® q5% STANDARD DENSITY GH,hSE DET,� I L 8 SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) III —_III —_III —_III_ I—III—III—III-1 -. I I III=III III-'' PVG CHASE SLEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION 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 BAR5 oCD z JLU w w Z c CD Z CY) w J a t✓ Z= QU v d 4 c Jr. 4 .J Z a o W ,vs CP y W m N cc CY) G. IV IV M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 2- 1 4-2 1 REVISIONS: date: initial: 03/11/22 DJR q M a 4 J [i] L[. C) W 0 z [a � o� Z Ld U) 0 j UJ J � � U U) 0 LL J J sheet: SCALE: NTS SD� 1 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/a"0.113" RING SHANK NAILS ® 6" O.G. w� = < 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. D" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 ROOF TRU5 -SEE PLAN (2)3 Y2"x0.131" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS I S�GT I ON SCALE: 3/4"=I'-O" PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. i SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP G.T. 2x4 FLAT BLOGKIN6 @ 16" O.C. FASTENED TO BOND BM. w/Y4" DIA. x 3144" TAPGON ROOF TRUSSES (2)3 Y2"x0.131" -SEE PLAN — 2x4 @ 16"o.c. FASTENED - TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS @ 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"x0.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w 144" DIA. x3Y2" LONG 5D5 5GREW5 @ 16" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM w/ (1) #5 BAR GONT, 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %"0.113" RIN6 SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO, ROOF 2x4 BRACE w/2x4 T-BRACE, SPACED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" NAILS © 12" O.G. (NOT REQ'D AT TRU55 HEI6HT5 4'-1" OR SHORTER) VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION 2 SCALE: 3/4°=1'-0° 5HT6. TO HIP .113" RING 6" O.G. VALLEY SET OVERFRAMING - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES I FASTEN EACH OVERFR TRU55 TO TRU55 BELO, ___\�FA5TEN BOTTOM CHORD OF 6.MTH (1) SIMPSON VTGR 17 TO TOP OF WALL w/ 51MP50N @ 24" O.G. 8" GMU BOND BEAM w/_J H6AMIOKTA CLIP @ 48"O,G. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'O IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. MV EXTEND INTO BOND BEAM -f S�GTION 4 HORZ. REINF. SPECS &!=K TION3/4"=1'-0" -� BOND -BEAM- _.,��GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINPOW LA���NRl p I �R 17�T,41 LL TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 BLOGKIN6 W (3)3 Y4"x0.13I" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48 O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT T16HT BETWEEN TRU55 BOTTOt CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/ 5GREW5 /NAILS @ 6" O.G. TYF I GAL OYER�RAM I NG CONNECTION DETAIL 5( ALE: N.T.5. PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LESS THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"x0.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCHvr REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. S�GTION 3 SCALE: 3/4°=1'-O° ALL LAPS IN MA50NRY 25" -RUNNING BAR—, MAIN ROOF SHEATHING L #5 BENT CORNER BAR MAIN ROOF TRU555 GROUTED DELL I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINOOW/OOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM E06E 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 EXI5TIN5 2X BUCKED OPENING, USE (3) ROW5 OF 3"0.131" NAILS 5TA66EREO ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENIN(5) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINOOW/OOOR TO 2X PER WINDOW/OOOR MANUFAGTURER'5 SPECS. OWI NOOAAi OOR BUCK DETAIL SCALE: NTS T''F. CORNER PERT. WALL REIWORCING PETAIL SCALE: NTS 2x6x12" OR 2XSXI2"P.T. CENTER BUCK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PECIFICATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2"xO.131" NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKING IN EA. TRUSS BAY TO BOND BM. WW HILTI ONI12P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAILS ® 3"O.G. - 8" GMU BOND BEAM W (1) #5 BARS CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. ff HORZ. REINF. SPECS (1) #5 IN BOND BEAM w } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. (IF REQ'O PER PLAN) P05T e NOTE: ALL HOOKS AND SPLIGE5 TO BE CONSTRUCTED AND SIZED PER NOTES JRIINI=ORCING OETAIL SCTN;�SS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N 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 EXI5T'S d LOCATED PER PLAN SLAB, EPDXY DRIVE I117� IN GROUTED CELL I #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I m0 I z 2X6 OR 2X8 P.T. BUCK iQ I I EACH 51DE OF OPENING _ -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) 3/a" DIA. J-BOLT W/ 5Y2" - EMBEDMENT AT EAGH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE IY2"Ab" O THICK WA5HER W/ EACH ANCHOR (15T BOLT = TO BE 8" MAX ABV. CURB REST EQUALLY SPAGED APPROXIMATELY 24" O.G) - START BOLTS AFTER 6ARA6E CURB W' MAX) K G,hR G DOOR BUCK�111�TAIL� SCALE• NTS 4A. <. GRADE I° ° I I M I I=III=1 11= I I M 11-1 11=III-11 III=III=III=III ° ° II—III=III 11 =11II—I I l a 1-1— 1—III—I=111—I 1- ' —111=1 I I —III III —III —I � 1- III1 I I —III e'. 1-111-1 1- �i 11- M 155E17 DOAEL RETROI IT DETAIL SCALE: NT5 51M. ®GMiJ STEM POR DROPPED 6RADE DROPPED BEAMS PER PLAN ROOF TRU55E5 -SEE PLAN UPLIFT CONNECTOR -PER 5GHEOULE VERT WALL REINF. TO EXTEND INTO BOND BEAM PROVIDE (1) 51MP50N L51AI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH REAR WOOD LANAI 7`1'12. BEAM TO 1205T CONN. SCALE: 5/4"= I'-0° p ��I T 1��T�r) L SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU WSIMP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (5)Y4" DIA. x 3YY LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS @ EA. END. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal®������,���® moo®• . �,�C��s� �•� r< • * e OF ; gt . o a © copyrigh➢!Jd}}R StrGah►i fflibAMAnc. oZ JLU W w Z o CD Z w a J i Q Cr z= .o Q� U_ W � �- W C� -E E j O0 E Q J '= I 1 0 o Z W -o 0 Ycm y o m W d"r c M O. M&K project number; 068-2001 1 project mgr: J S B drawn by: DJ R issue date; 12- `I 4-2 `I REVISIONS: date: initial; 03/11/22 Dip, d a -� I j � d D ui w 4 Z Ca � x IL J UJ � d Li a � UJ � � o z J J sheet: SD2 r? cr PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N5LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BJILDIN6 COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ5 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/056 5HEATHIN6. t IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.W13. GEILIN6 4. WEB MEMBER BRAON5: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RESTRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRACES (REFERENCE BG51-53 F16URB 133-18 4 13341). SHOP APPLIED REINFORCEMENT PER BG51-83 F16URE5 53-22 8 BG-23 15 ACCEPTABLE. 'T' $ 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. t 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. t FA5TEN 'L' OR 'T' REINFORGIN6 TO NEBNERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACE5. t CONTINUOUS ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. RON5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5ECURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) 16d 6UN NAILS (0.1310 I/2"). t GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END WALL $ ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIA6011AL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 A ROOF 5HEATHIN6 CONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON613AGK (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIREGT-APPLIED 61113 GEILIN6 5EGTION B-B ALTERNATE rfn10D P#M (3) ae MORE MLW Tra155M Axe 6ROM 3 DIRECT -APPLIED 61AB GEILIN6 - TYPICAL TRU55 ELEVATION GOMPRE5510N WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE 0 (3) OR MORE ........... ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOGATIONS) 2x 5TRON66AGK MAY BE INSTALLED FOR GON5TRUGTA13ILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) WEB MEMBER REQUIRING BRACIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) 'L' OR 'T' BRACIN6 o NE55 DE516NATED BY TRU55 MANUF. r�G4 COMPONENT J _44i � GLADDIN6 PRESSURE ZONES Gomponents i Gladding Nind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.15 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) 0 +141 -26.6 2r +14A -36.8 20° TO 210 2e +141 -36.8 0 +14A -36.8 0+14A -28.5 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14.61 -45.1 (6ABLE) 20° TO 21° 2n +14.q -45.1 3r +14.11 -53.6 (� +21.2 -221 INALL5 0 +21.2 -28.3 �NOTE:Pre5sure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get an equivalent ultimate load pre55ure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst case 5cenario of 10 p5f (eff, area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal ®®�0%1 �' �/� ? a � t � OF ♦ i © copyr� Pc idrkhOndrAbi�e�,``lnc. 0 cm Z LU J� Lu z Z CD Z w J zH U W� H .jH z MW 0 CA MUj c &K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 2-14-21 REVISIONS: date: initial: 03/11/22 Dip, PERMANENT TRU55 Q 5RAG I NG VETA I L5 4 NOTE5 0 SCALE: NONE DIRECT APPLIED GEILIN6 r-•-I T T T TL oW Z Q Ld IL W Lij cf �-' 0 z LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: 0