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6803 Branham Mill Ct (2)
ABBREVIALTIONS 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 G 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 PLYWI) PLYWOOD D DRYER PREF/\B 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 DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'E REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEA SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWF� SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRU3T 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 TEMF 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.Cl. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.IJ=. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH wC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWAI WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM vij arll�li Cor-npajljj,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IIC EMERALD � ES ELEVATION "B" 6803 BRANHAM MILL COURT ZEPHYRHILLS, FL 33542 LOT 046 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." AREA TABULATION: ELEVATION 1 ST FLR A/C 2ND FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R „B„ 968 SQ. FT. 1353 SQ. FT. 2321 SQ. FT. 36 SQ. FT. 386 SQ. FT. 120 SQ. FT. 2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A4.1 A5.1 A5.2 WP1 WP2 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST & SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST & SECOND FLOOR ELECTRICAL PLANS SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS AL k L iNn 410 � it �r o ,�f �1\111"911t e� I �� •• �• 7 4 o O S A °- S f C, Ir W >_,:ll:lr_ z_j o} >LLJQ0 W C) C) U w Lu QZ)wF- =IQ �Ir�� °6ZzOw i Q Z w 0-2En- _3c/)pOU =zu- c) H Q z �q) �a °cb 0 0 < V I� o W IQ ~' W A 0 Z � WA > J ICI O:3 w U CO A w w Z _O r w U) W U) Z oa ul wZ aaaaa `t c 1 6 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET GS I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION 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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 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: USED FOR SLEEPING PURPOSES SHALL OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM US O S G5, NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 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 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 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. 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 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. 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. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (025 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: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. 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. REQUIRED R312.1.1 WHERE RE Q 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 SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH 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. FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A I THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE I THE INSTALLATION CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET 3048 MM . ( ) COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, CTIONS, 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 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM HALL COMPLY WITH ONE F THE FOLLOWING: WINDOWS CO H O O O R506.2.'s VAPOR RETARDER Y THE AIR REMOVED B . 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 W; T H 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 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING 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 N T :INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPEECTIOCTIO N.. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. 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 TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF STAIR T 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 THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 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 (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. PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. 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FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE 16" O.C. FOR COUNTERTOP 6VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGJ N WD.BAS IN MOLDFINISH FLOOR FINISH FLOOR rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. 35-0" - _- DOORS LOCATED ADJACENT TO WALL I i 1 B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR ' JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. rr W �JI--W Wz0� wwz0 >0c¢0 U)0Ww Q = H W J U) W W cr_ cr_ Y 0 H z o� LL 0 0 CA z ZZ z ~ z � J Q WCL _ 0. Z)2Zu-CD �I,—QZCZ Q �o O � Q H 0 0 O 0 O U Im jA Z VJ O 0 u L w r O ,-j 0 cn W U) A � 9 LLM w 2 w O rx U) W U) o� M 0 •� 24 � s AT OF �. Cio LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET AI,I r; WINDOW TRIM DETAIL SCALE: 3/4"=1'-O" WINDOW SILL DETAIL SCALE: 3/4"=1'-0" N co IN 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 12 5 CJ REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 5:12 0 12 - -- `3050 SH 5 \ CJ � 5:12 EJ t\ (2)3068 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) - - FIN. FLR. - BLDG. HEIGHT$ 12 \ 5 5:12 \ \ 0 \ \ 22"x38" DECORATIVE FOAM � PANEL DETAIL 12 7 \,\ 12 �\ 5 ROOF SHINGLES PER 12 � COMMUNITY SPECS 5 (TYP.) (V j 4" WIDE STUCCO BAND (+1) / - 6" FASCIA _ _ T.O. WALL-hW --- -- - - - --- -- - - T.O. WINDO - ,I. -- 18" DECORATIVE FOAM �SHUTTERS - - 5 - - 4" WIDE STUCCO BAND (+1) _ 6:12 ROOF SHINGLES PER 04 O COMMUNITY SPECS (TYP.) 00 -- - __ 2 Lo CJ 12 N --� - - --- -- - --- "3050 SH cV `3050 SH 6 3050 S 4" WIDE STUCCO BAND (+1)DFL T.O. 2ND FL i��� T.O. 2N - o T.O. MASONRY r - _ - - QO T.O. WINDOW 4" WIDE STUCCO BAND (+1) F-1 �!=-\1 �� El__ I I - ! �.� -- ._ 12x12 COLUMN 00 FF-1 1171 El E 11 li - I E co F- —I � �! �� Id H �� El ir A Ej D F_ -1 E] E� LA 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1/4'=1'-0" *25 SH FIN. FLR. PAINT AND FINISH SCHEDULE /KEY PAINT COLOR SCHEME SURFACE TEXTURE /FINISH KEY BODY COLOR TEXTURE FINISH q: Ce mot:. 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) SHUTTER DETAIL SCALE: 3/4"=1'-0" SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" �WF- _ � 1 II 1 1 _ _1 I 1 I. LEFT ELEVATION SCALE: 1 /4"=1'-0" r, RIGHT ELEVATION SCALE: 1 /4"=1'-0" (11 12 of'%r%r ouinin_i CQ MCM 12 12 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 C 1063 (CURRENT EDITION) W W0°� >ir<o W :)0I- cl cnUWw Q � W H _ � ) J Ir IY = Y O I- Z ,5LL00cn Z Z Z F LLI Z_ _1 Q � J W a- = _ -iu)p0U Z2ZLLw �F-QZ❑ c o (� Qtit- � O Q H 0 0 O (j) U 0 0 W W 0 -� w A w U) A w w 0 U) W Z z oa �o QQ<1< z rE 1 6 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET A2.2 C ROOF PLAN SCALE: 1 /4"=1'-0" n LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 57 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 IY W °C 0 0 1-- Lu >ow000 W C) �U w w Q = _W ~ _ J > tYcr_ Y 0 I-- z �LLOOC/) zzzF'z J � Q z WaMCr �U)000 Z=zLLU) ¢?o Q) �' N c r �t\ Q O v O � Q IgQ- 2 0 0 0 r� V Z 0 .j Im to a O u o o O w A w w 0 r w U) W C3 tn 04 �J'z 41'QaE l: ;1i DEC 1 6 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET A3. 1 r z w U) z O U z w r_ F_ O _ w z z a O O w z a z_ w U ❑ O cc: a- w cc w m O O z w cr a U) (7 z a Ir C-a U) z w U) w z ¢ _ ❑ U) z w U) w 1 X8 CAP (RIPPED) CASING N BY SPEC - io GYP. 13D.-Ir 2X4 KNEEWALL 1 2 4 BASE BOARD PER SPEC. 2; DETAIL 1 A SCALE: N.T.S. 1 1 X8 CAP (RIPPED) CASING BY SPEC GYP. BD. 2X4 KNEEW BASE BOAF PER SPEC. SKIRT BOARD /CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAF PER SPEC. SCALE: 1 "= 1'-0" STAIR SECTION SCALE: 1 /2"=1'-0" AT FOOT OF STAIR 1A IY W J {— W �: o >- >ow<0 W D 0 l— w U W w Q = W_ F- T-J m cr cr- tY Y 0 H z 'du-00w ZzzF-Z J Q J WaScrC- = Z O (/) �I—QZD cz cc to a gH Z O 0 V w o A 1~ � o a I~ A U) w w O E fz U) W 0 OQ rA �;Z aaaaa .y i� ry • �r -bEC 16 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET A4. 1 21;yA HALL CV 12 5 LI PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. 42" LOW WALL CL I al BUILDING SECTION SCALE: 1 /4"=1'-0" 2 A5.1 I I 12 ROOF SHINGLES PER COMMUNITY Z 5 SPECS. (TYP.) LOFT GREAT ROOM 12 PRE-ENG. ROOF TRUSSES (SEE INSULATION PER ENERGY CALCS. FRAMING SHEET FOR DETAILS) BEDROOM 3 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS 12 5 42" LOW WALL CL HALL CL 2 CAR GARAGE BUILDING SECTION ISECTION SCALE: 1 /4"=1'-0" ' T.O._ WALL T.O. WDW EXTERIOR WALL \ BATT. INSULATION _ \ SEE ENERGY CALCS : C) oo r� N T.O. 2ND FL T.O.M. 00 ------T.O. WDW ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) OWNER'S SUITE KITCHEN V go T.O. WALL T.O. WDW - EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS - 0 CV 00 n ——T_O_2ND FLA MIS MIS T.O.M. C) ----- T_O_WDW 0-1 Is (Y W _ IY � 0 0 >�<0 W C) - w U W W❑ WI- Q _ > J tr Y 0 1-- z .6 LL 0 0 (D zzzF'z �g< i W 2 � IL n- �U)00Q ❑ = Z LL U) �F-QZ❑ n O N �U c 1-7 O H O O O U) O U Cfl W O V) O Z �1 = ~ A U w w x w _O oC cn W cn Z o� �o Zaaaa a T' 61021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET Av. I SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) 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 TOP OF PLATE (REFER TO ELEV.) INSULATION AS t w 2X ALUM WRAPPED FASCIA PER SPECS. ?= BD. WALUM DRIP EDGE PRE-ENGINEERED ' SOFFIT INSTALLED PER GABLE END ROOF c>l MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS 2 HURRICANE STRAP -REFER TO 1/2" (MIN.) CLG. BD. PL STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = V-O" 2-STORY - FRAMED WALL SEE )F P SOFFIT AT RAKE (BEYOND) 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 t`2r2X REFER TO "L" FLASHING DETAIL LEDGER BOARD / � Y(REFER TO ELEV.) INSULATION AS :> 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE 1/2" (MIN.) CLG. BD. `�x �;� SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED; 2X PT BLOCKING GABLE END ROOF-; HURRICANE STRAP - REFER TO TRUSS -REFER TO= STRUCTURALS STRUCTURALSa TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 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) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 SEE ROOF PRE-ENGINEERED ROOF � PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. \ >_ HURRICANE STRAP EACH END > OF TRUSS - REFER TO \ STRUCTURAL. TOP OF WALL - _ (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. E 2X ALUM WRAPPED FASCIA S BD. w/ALUM DRIP EDGE EL 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS Ile 2X PT BLOCKING WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER STRUCTURAL PLANS -- - -OIL TOP OF FLOOR --Y-1 (REFER TO ELEV.) =x MID -WALL WEEP SCCREEED/EXPANSION JOINT TOP OF CMU r (REFER O ELEV.) 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD OIL TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION SCALE: 1 /2" = V-O" 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 TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS 7 2X ALUM WRAPPED FASCIA PER SPECS. ol BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL 2-STORY - FRAMED WALL SCALE: 1/2" = 1'-O" INSULATIOI COMMUNIT SEE ENER( 1/2" (MIN.) C ix PT DRAF ABOVE WII` G.W.B. WINDOW PI SOLID SURF CAULKED @ 1/2" GYP. B[ BARRIER IN ATTACHED FURRING C« BASE BOAR IF SHINGLES UVEH LAYERS OF ASTM D226 TYPE II OR THETIC UNDERLAYMENT COMPLYING -I ASTM D226 TYPE II INSTALLED PER i.1.1.1 (SEE SHEET CS2) ICRETE TILE W/ SELF ADHERED IBRANE UNDERLAYMENT IIL. OR EQUAL -ENGINEERED ROOF SSES AT TYP. 24" O.C. TOM CHORD VARIES. REFER RUSS MFGR. DRAWINGS. RICANE STRAP EACH END RUSS - REFER TO UCTU RAL. TOP OF C.M.U. (REFER TO ELEV.) ALUM WRAPPED FASCIA N/ALUM DRIP EDGE FIT INSTALLED PER IUF. SPECS IT BLOCKING STRUCTURAL V BAST WIN. SILL 'E GRADE AWAY U HOUSE OIL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL (La) WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO \ FINISH EXTERIOR---_ CMU BLOCK WALL GYPSUM BOARD Z 3 1/2" a GARAGE n- ELECTRICAL PANEL GYPSUM— BOARD 2" GYPSUM BOARD NICHE FOP ELECTRIC/ PANEL & WIRING ELECTRIC/ PANEL EXTERIOR. CMU BLOC WALL N CONCRETE CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL 1-STORY - MASONRY WALL SEE R OF PL SOFFIT AT RAKE (BEYOND) 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 TOP OF C.M.U. (REFER TO ELEV.) INSULATION AS I I 2X ALUM WRAPPED FASCIA PER SPECS. ---- - BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS PRE-ENGINEERED 2X PT BLOCKING GABLE END ROOF HURRICANE STRAP - REFER TO TRUSS - REFER TO STRUCTURALS STRUCTURALS MASONRY LINTEL - REFER TO STRUCTURALS TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF � PLAN 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. Z OIL TOP OF C.M.U. -- - ---- (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE 1/2" (MIN.) --- CLG. BD. (J" TYPE'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, SEE STRUCTURAL 4 PLANS SLOPE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS OIL 0'-0" SLOPE FIN. FL. `—FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION c GARAGE DOOR SCALE: 1/2" = V-O" SCALE: 1/2" = 1'-O" ER 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:1E I I L ..... � z d � w I I I I I I I I I I I I I I I I I I I LIE CV ih 00 N co L L —ILI ----- ----- 41 1'-6" ir 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT INSULATION AS PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO Itl MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = 1'-O" 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF � p� 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 112" EXTERIOR SOFFIT EE �. BD. w/ALUM DRIP EDGE BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OIL 0'-0" FIN. FL. --FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = V-O" 1/2" MORTAR BED "SCRATCH COAT" (TYPE N OR S) ADHERED STONE VENEER "MANUFACTURED" MORTAR JOINT STONE VENEER DETAIL SCALE: 1" = 1'-O" DRYWALL 2X FRAMIN W/ INSULAT YNTHETIC LAP SIDING ARRICADE PLUS WRB )R APPROVED EQUAL) IN. 1 1/4" OVERLAP XTERIOR SHEATHING TTACH PER MANUFACT. JSTRUCTIONS LAP SIDING DETAIL SCALE: 1-1 /2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION t%% , F R I L;/ 24 E �L a� 46 (1 W cc 0 J H W WZO2: O >cr< W Z)C)1- (/) W Q = W_ >J � cc Y O 1- Z odLLO_O(n Z Z Z ~ Z CD J W a = tY a _3cnp00 Z = Z LL (n •��r , cz .-. n ro Q�J ~ H 0 0 u o mi z to 0 � o wow w oj Icn U) w I w w _O N W 0 z Z Od � o a: `SEC 6 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET AS.2 2X -\\ FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO - STRUCT DWGS. 60 MIN. ss' ' GRADE D a>, PAPER —i ft BACKED LATH I - -- , ; I WALL I :. I ri a SHEATHING Z s I 7/8" 3-COAT —� I STUCCO I I ul . SHEATHING FLUSH WITH BLOCK WALL MID -WALL WEEP" -- SCREED/EXPANSION I I JOINT I 1 ----i I 6" SELF ADHERED FLASHING - 5/S" jI CEMENTITIOUS—"*" i COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING ` TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 112" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 3" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS 7M 0 " TO 8" MINA �" TO 8" MINA. � llt4" TO 1/2" GAP MIN,, TYPE "M" CONTROL JOINT (Ci. SCALE: N.T.S. "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD ' VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL 'CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING WOOD SHEATHIP" BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, UNDERLAYMENT PER COI CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEP ROOF CEMEP SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE _E ROOFING Lll III L-LJAL-. „L-A.t-In[ o , EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. Lo Opp STEP 1 FOLD BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. Q FOLD @ FOLD INWARD @ PT. A STEP 3 (R © FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. ,.., G Fg�, BOTTOM FLANGE: - N FOLD INWARD @ PT. A = ' CREASE @ PT. B•, TA E CREASE @ PT. C '�, o,�••,fi� FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE Iz W O i P w WZO� O >.• >ccc<0 W Z) in cnUWW < Z) 2 > Q ZD IY Y Q H z 06 lL O O cn zzzF'z Q --� LUG (.. �cnp00 p2Zu_.cn ��-a?p � QQ cz� 2� a U) o wi o MEW � w c� A 0 � O m z 0 MEW LLO O 1-" O 0 U) (L w a w A � w w z 0 r o� in W ca cn z z O � o Z aaaaa :r Fey.. Gih %- MMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET GYP i B'q'QR/CADErM � 1M DE BARR/CADErM 13ARR�GA iStart 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap'" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 6". WRB INSTALLATION BARRICADETM BARRICADETM BARRICADETM ? 2- ) Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum 1 " crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5) Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour® premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. BARRICADETM BARRICADETM 3- Make an inverted "Y" cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. BARRICADETM BARRICADETM BARRICADETM t BARRICADETM �t Example 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) D) I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY n n BARRICADETM TM C BARRICADE V 6: Install window. Flashing details around window: ,q Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3%4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. D Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. VA 9:4 Rol [01i181�l11;1I! 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing BARRICADETM BARRICADETM BARRICADETM BARRICADETM WOOD OPENING WATERPROOFING SCALE: N.T.S. Ft N .e T r cr W �20C 3: 0 >- > M < 0 W=o� c�UWW ¢ :D W _ I- > J cc Cr Y O F— Z �WOOC/) zzz�"z �gQ�J wa=oca =z°U) P Q �a O^ O �¢ cn Wj 0 O w V Q 0 U Z 0 p 10 0 0 Cn a W I w A � w W 0 R a U) W 0 ZW 0� (� Q Q Q Q Q 4 •� F go c ui . LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET WP2 SCALE: N.T.S. �N N J SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" W _ cr �00� >oWCQO WOF- U W w Q � W � 2 Imo-- > Q c YQI-z 06LL00U) zzZP:W � _jQ<- J W _ rU)o0v = z L cn �I—Qz0 cz 0 H O O o Z O U � O 00 � w 0 Z wa 0 a cn 0M w < w w Z 0 U cn W U Z oa r rn wz G dQQdQ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:12/23/21 SHEET P 1 1 0 OWNER'S SUITE nD�} o � IWNER'S I �'�" BATH wr CG OS WIC �VV C .'� CD 'bf�YLE� LIGHT FIX. - GFI 1 4 i 1 TC 1 9I 1 1 NilC TFj �c')i O I I RI I I I I I I I I I I I I I I I I I I I I I I I I I I I L ADD BLOCKING BEDROOM 4 Gov � H LAUNDRY >7 o 0 LOFT DJSCONNI�CT L---- J CL f DD BLOCKING BEDROOM 3 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ADD BLOCKING 3-BULB HALL BATH 20 AMP DIED. OUTLET FOR MICROWAVE RANGE FIELE VERIFI METEF FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 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 I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH + FOUR-WAY SWITCH �} KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE -c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE () EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR IQ TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 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 IY W WZO= O } F- 5;cr<o wZD0l- Ir u U) i < I_ yj _ > J c Y O F- Z u— 0 0 u) zZZF'Z ��¢� J L V a 2� a =Zu_U) �I-QZD n Q N O Q 0 O 0 O O wj U 0 Aa 00 Z t� 0 U U � w"OMNI O U cts u U) 1-I W U) mi x w ISM LLM w 2 w O_ 0: th W 0 cn O 4 in- A Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 12/23/21 SHEET E1,1 z L z D D z 1J rol 11 MA50NR`r' L I NTEL A55EMBL I E5 4FF C,f.NFn II F ANr) SPFr.IFIr.ATIf')NS FnQ ADr)'I INFn �4J}� MIN. (I; GOURSE/80ND i 11 - MIN. 0)GOUR5E/BOND I I BEAM 18pVE LINTEL I I BEAM ABOVE LINTEL GROUT 6ROUr BOTTOM REINF. PREGf 5T LINTEL W PREGA5T LINTEL w/ MB EMM 7ED REINF. MB EMBEDDED REINF. rr• it rr--T- ' Ll - TOP U UR5E, IF I i I+ - TOP GOUR5E, IF I LQJ I I I REQ'D 'ER ARGR REOP PER ARCH. TOP RE NF. OR CONT. GONT. BOND BEAM BOND L E:AM REIN. REINF. A5 REOV 6RQur QiPRE6A',T 6ROUT �,U-130TTOM REIN. BOTTOI I REIN. a PREGA5T LINTEL. W LINTEL. W/ EMBEDDED REIN. E3-iBEDI LED RELINE. S MB 3 iv MB-`t MA50NRY LINTEL DETAILS MARK DE5I6NATION ZEINFORGEMENT OP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-013IOT --- ----- ME3-2 8F8-I13/OT - --- (I) #5 MB-3 8FI6-IB/IT 0' #5 (I) #5 ME3-4 8RFI4-16 - --- ----- APPROVED LINTEL MANUFAGI RER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS W 5PAN5 6 :EATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A) REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HA _L BE 6RADE 60, fy=60 k5I 6. ALL LINTELS 5PEGIFIED C V PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE L OGATED DIRECTLY ABOVE THE OPENIN6 BELOW 5H .ET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMIN6 PLAN SD -I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGONS ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, IT MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DES16N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON 6RADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A 15% 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/e" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM CIO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE51614 BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (►) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 5HOWN 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 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I i` I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS @ 6" o.c.* 51-W& BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS 4 INTERSECTING WALLS (2) NAILS (2) NAILS * 2Y2 "xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3 "x0.120 ", SAME 5PAG I N6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) 01 TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.18 ANY WIND SPEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61NEERING. EXTERIOR $ SHEAR WALL SHEATH I NG SPECIFICATIONS INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W PI 2Y211xO.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED w/ P3 21/211x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 36"x0.131" NAILS @ 16"o.c. USE (8) 36"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE SHEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 327(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA RATED 5HEATHIN6 �h EXPOSURE I 05B OR PLYWOOD PEF AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B23 OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 PSF/-20.q P5F +18.5 PSF/-20.q PSF 16 6arage Door +I1.1 PSF/-Iq.1 PSF +I1.1 P5F/-Iq.1 PSF 10 5QFT. +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 P517 50 SOFT. +Iq.O PSF/-20.8 P5F +Ig.O P5F/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.5 P5F/-I1.6 PSF +15.8 PSF/-11.6 P5F (DEnd Zone i5 defined a6 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 1BPre55ure5 charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pres5ure5. Divide oliowable Pre55ure5 above by o factor of 0.6 for ult. pre55ure5. ROOF FRAM I NC6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END � DRA6 TRUSSES N/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH � SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I FT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SIN6LE ROOF TRU55 BEARIN6 ON > 15' SIMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-1(9. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 • - - INDICATES 1/8"A" SAW GUT CONTROL JOINT rl INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTIN6 ROOF 63. TO GMU WALL N/ (1) SIMP50N MSTGM40 STRAP N/ (12) Y4" 5T-1 DIA x A" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL 5TRUCTURAL NOTE5 • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAILS = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = IO P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED RI5K GATE6ORY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS, UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B FASTENED N/ 2V2"x0.I31" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/13EARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 p5I . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROWSY4"x3Y2" 51MP50N 5D5 SGREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREWS 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK SCREWS) ® 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/ Y4" DIA. X 4" LON6 TAPGONS 0 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTE5 • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) SIMPSON A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" 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: T A AT O ��y�'11111141�� © copyright: MULHERN & Kl 16 2021 Structural Engin alnc. aco Z _J W W Z c Z C" W J a- ZC .n Q U Q. c UJ -+ Q m E j JJZ A QI.- _00 00 2 y W m N M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12-1 4-22 1 REVISIONS: date: initial: sheet: I• 0 5 (N 5D- 55-011 10'-0" 12'-0" 12" WIDE GONG. URNDOWN EXTENDED 111N. 12" BELOW 6RADE I IVAG UNIT 2 SD -I F — — — 12_4 .I LI •I PATIO SLAB: 3 y2" GONG. SLAB ON 6RADE (2500 PSI I MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N SOIL. 1 5D-I FRENCH DOOR RECESS PER MANUFACTURERS INSTRUCTION 3 � I 5 NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL I LOCATION DIMENSIONS. I CONCRETE 5LAB: 3 y2" GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED _. FILL OR VIR61N SOIL. 181 J611 6-3 3 4" 10'-2 1/4" I —T-3y2" STEP-------j ----- --� I I 5D-I I I I 8"x16" THICKENED I I I SLAB UNDER 10 6ARA6E SLAB: i I BEARIN6 WALL SD -I STEP VARIES (TYP ) • 3 y2" GONG. 5LAB ON 6RADE I I I • (2500 PSI MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5Y COMPACTED FILL OR VIR61N SOIL. I 4 I _ o i N 5D- I I N I � W I I 24"x24"xl2" PLAIN GONG. FT6. w/ TOP OF 5D-I FT6. 12" BELOW TOP OF HOUSE SLAB (TYP. OF 2) L NIM 35 5LAB PLAN 7 SD -I SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (IlxI 1 SHEET) Em 2 SD - I I I I • 2 SD -I I• E-1 511 LECGENP • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL I: : ::::: : : I EXTENT OF OVERFRAMIN6 L --'_ _ _'-- J •____. _.. _r _____INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES V sea�� o �J° OF r- -•:fill �a 1 6 Z�21 © copyright: MULHERN & II�RC Structural Engineering, Inc. 0 cD z LU W W z c CO rn z W OQ,. J a „a Z� A C) Itt 4 WCn ~ O° E =a , JZ o W Yvs op 2 o 0 y m W C N C M M AIWV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: 12-1 4-2 `j REVISIONS: date: initial: Q � J W 0 LO 0 z o. Q W Z < J M`� U m Ld11 U) 2 � d J-'-4 � Ld J J sheet: Fm i 1 0 24"x24"xl2" PLAIN GONG. FT6. w/ TOP OF 5D-I FT6. 12" BELOW TOP OF HOUSE SLAB (TYP. OF 2) L NIM 35 5LAB PLAN 7 SD -I SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (IlxI 1 SHEET) Em 2 SD - I I I I • 2 SD -I I• E-1 511 LECGENP • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL I: : ::::: : : I EXTENT OF OVERFRAMIN6 L --'_ _ _'-- J •____. _.. _r _____INDIGATE5 I/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATES POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES V sea�� o �J° OF r- -•:fill �a 1 6 Z�21 © copyright: MULHERN & II�RC Structural Engineering, Inc. 0 cD z LU W W z c CO rn z W OQ,. J a „a Z� A C) Itt 4 WCn ~ O° E =a , JZ o W Yvs op 2 o 0 y m W C N C M M AIWV M&K project number: 068-200 1 1 project mgr: JSB drawn by: DJ R issue date: 12-1 4-2 `j REVISIONS: date: initial: Q � J W 0 LO 0 z o. Q W Z < J M`� U m Ld11 U) 2 � d J-'-4 � Ld J J sheet: Fm i 1 0 REVISIONS: date: initial: Q � J W 0 LO 0 z o. Q W Z < J M`� U m Ld11 U) 2 � d J-'-4 � Ld J J sheet: Fm i 1 0 351_011 V 51-211 V 31-211 V 41-011 t, / 1_�t 11 V -j1_0�� V it l_/ 11 V 1-1011 BLOCK PLAN SCALE: 1/411=1'-0" (22x54 SHEET) SCALE: 1/6"= I'-O" (110 SHEET) J LEGEND • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 *---- __ ..___.__INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETA I LB REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 M13-3 SFI6-I6/IT (1) #5 (1) #5 MB-4 SRFI4-I15 ----- ----- 7 APPROVED LINTEL MANUFAGTURER5 ARE: 6A5T-CRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 kai 6. ALL LINTELS 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MABONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 11 L2J}i— MIN. (1) ca r--+' OND i LsJ - MIN. (1) GOUR-cf-WND I I BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REIN. PREGAST LINTEL w/ PRECAST LINTEL Ir/ _ EMBEDDED REINF. _ -�`--I EMBEDDED REIN. MB-1 MB-2 1 1 TOP GOUR9E, IF 1+� TOP GOUR5E, IF 1 L4J 1 m 1 L4J I I I REQb PER ARCH. u I I REQb PER ARCH. L ---- I TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQD GROAT GROUT BOTTOM REIN. BOTTOM REIN. ---�PREGA6T LINTEL w/ rg IEMBEDDED REIN. I p PRECAST LINTEL w/—# i-� EMBEDDED REIN. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES c seal�.�"� No = * i OF AT ,, ��•. c o R �,. ��,. © copyright: MULHERN t 2021 Structural ring, I 1. Z JC= w w Z c c� Z C" w aa J Q V CD o= Zc Qta U � cm E WF- w .5 jm = a j Vo Jz Z V o op W Y y m L6 W C N y M o. IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12- `j 4-2 `] REVISIONS: date: initial: d 0 J 0 J w LL a U O 0 Z 0.. z p W d J J Y � U U LIJ ~ � d E' m LLJ J J sheet: Folo2.0 FASTEN DROPPE POSTS PER DTL /11 5T-1 5T-1 /11 PPAP I AKIAI nPnPPFn RPAMC,- 2ND FLOOR SRAM I NG PLAN SCALE: 1/4"= I'-O" (22x54 SHEET) SCALE: 1/5"=1'-0" (IlxI1 SHEET) LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL I:. ; : ; : ; : ; I EXTENT OF 0VERFRAMIN6 •-. -- INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. H0L7OAN / STRAP SCHEDULE SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS SUPPORTI N6 ROOF 63. TO GMU NALL w/ (1) SIMP50N M5TGM40 STRAP w/ (12) y4" 5T-1 DIA x V4" LONG TAPG0N5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPG0N5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAM I NO • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 d ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END i DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BL0GKIN6 AL0N6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIPS AL0N6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL 0VERFRAMIN6. • TRUSS ALL VALLEY 5ET5. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, 1N5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. 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 FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I f'4T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI(b BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT G0NNEGT0R5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5H0WN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal 0 9 T AT C ON P`; n(�[((�� "11111101 © copyright: 4ggN & SP LO21 Structural Engineering, Inc. 0 cD z JLU w w Z c Z w a J Q � Z= Q� C) �_ Q UJcn E -� m E Q J '= > 1 W CS °� W c o CP Y ocr� y m W �h C N W M n. M&K project number: 068.200 1 1 project mgr: J S B drawn by: DJ R issue date: 12-14-2 `j REVISIONS: date: initial: z 4 Z W U. O z 0 1< 0 Z) O � Q U LL-' LLJ co a � Y N Ld J J sheet: Sm, 1. 2 1 i I I 9 11 1 Y C I r- n V L 0 — — — ROOF FRAYIN& PLAN SCALE: I/4"=I'-0" (22x34 SHEET) SCALE: I/S"=1'—O" (IlxI1 SHEET) 6 L D u L LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARING NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL EXTENT OF OVERFRAMIN6 • - INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAHM-) • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/b, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS H/ 2 3/6"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD, FASTEN 5HEATHIN6 TO 6ABLE END i DRA6 TRUSSES H/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW H/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER FASTENED TO FRAMING H/(2) 3"xO.131" NAILS ® 16" O.G. UPL I f2T CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMP50N HIOA HOOD STUD HALL/HOOD BEAM ROOF GIRDER TRUSS BEARING ON HOOD STUD NALL/HOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU HALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTE5 4 5GHEDULE5 seal: 4�., , No = it :� SAT OF Oir,��°��� q qq © copyright: MULHERN 1 6 20L1 Structural Engineering, Inc. ocD z J� W LU \/ z i z Z —i J Q Zcrm W� F- T cry JH Z W C N 0 rn a L ) .n Q C5 4 tm E v co m � ¢' CL)Cp CD Y o o chQ m I o r' CD N co. M&K project number: 068-2001 1 project mgr: ,J S B drawn by: DJ R issue date: 1 2- `] 4.21 REVISIONS: date: initial: sheet: Spol.3 FILLED CELLS (SEE PLAN) v�t<Hvt QV 111WIlmse F —1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAE m 4" (SEE PLAN) 16"x8" THIGKENE =1I I —III —III —I I1=11I—I I I —III= E96E w/ (2) #5 =III—III—III=111=111—I I I GONT. I III 11=III=1 11=1 11=I THICKENED EDGE @ (5ARAGE DC OR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.— TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID zX c Q L a� O GRADE ' III=1 11= o z _Illlllly 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID zd '=ll I 1 I— 1) #5 DOWEL W/ 6" HOOK AT I— _=III--_I1 ALL VERT. WALL REINF. II -III III III —III- GLEAN COMPACTED I I 1—III-1 FILL ® q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) U0 LL Ld .01 ) (SEE PLANS FOR LOCATION) 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS FOOTING SEGTION W/ BLOCK DETAIL_ SCALE: NTS 8" WIDE GONT. GONG. CURB 8" GMU BLOGK— BEYOND EXTERIOR DOOR w L(SEE GARAGE SLAB MTL. THRESHOLD W d (SEE PLAN) SET IN SEALANT } PAVERS PLANS) d ° d I1p a III —III III —III- ° (III III —III —III —I 'm111111�111I1�I-- I = — III=11�U #5 DOWEL W/ 6" TOOK AT ALL VERT. WALL REINF. III III=III=— III—� I (SEE PLANS FOR LOCATION) 11=III=I I II —III —I - ''' GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUND, �TION STANDARD DENSITY W/ (2) #5 GONT. ON ;HAIRS 2i 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS &LA� CURB DETAI L 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUA _ EXTERIOR DOOR OVER 3/4" FURR STRIF 7. 3 MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB (SEE PLAN) PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. d H III III III— '—III—III- � i—III ° III —III —III —I � I- ' —III —I � III —I I I —III —III —I � I- �—III- v w III I I III=1 I I —III III—_ ' I �=1 11=III—III=1 I 1-1' � MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #` FILL 0q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5W1 NG � 56D POURi=1: � 51 LL5 DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) � d d ° d I I —III —III —I ° s(luili I_=11I=111'—I 11= e1 I I —I 1I- =1 I I- -_ III I I —III —III —III III_ ' I-1 1=III=III=1 1-I MONOLITHIC GLEAN COMPACTED " III =1 I-1 I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS K NTS Y2"�xb" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM SCREWS ®4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL n N ° ° d e — =111=1 I I=1 11= e n e u. —III—III—III—III-11 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. T. BE�rR I NG W,�LL FOOT I NG DETAIL 8"x8" THICKENED SLAB W/ (I) #5 GON I . �DG�D�T�IL �NAI SLAB >�21��IN�EP 8" GMU BLOCK (I) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS FOUNDATION DOWEL MIN. -PER BUILDER 30" GROUT CELL SOLID HOUSE SLAB PORCH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) Z e4 d ° d e g e I —III III III —I I _ I—III—III=III—� 11- r--IEXPJOINTIII—III;nI=1II—I11=I d a I) #5 DOWEL W/ 6" HOOK AT 111=III- ALL VERT. WALL REINF. � I 111=III=III=1 I 11= (SEE PLANS FOR LOCATION) _� I III—III=III II GLEAN COMPACTED ' i I —III -III — FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS �XTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NITS tm UJ 0 0=�t �,"1011d�?8((�. seal: ,%e, G. F -�i r✓. P07 4O F I. ©copyrigh!I�N7F�t��td& `e. y2 GYP. BD. EA. SIDE ����9 � 6 Z�Z� OF 2x4'5 ®I6" O.G. Structural I c. Y" J-BOLTS 6" FROM EA. � cD END OF WALL AND z SPACE ®32" O.G. J � 2" (6" MIN. EMBED) w N W—�, � STUD PLATE TIES PER z � Q � PT BOT. PLAN ®STUD TOP +E } PLT. BOT. w � " `° _ e°d U � a � `o a� 81I qll = Q 3" MIN. CLEAR JZ �o W Y c 0 y m` � UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND � W c N ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A � c`' n' CALCULATED NET UPLIFT FORGE. WALL WHICH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. R�GE STEP DOWND�TAIL : NTS M&K project number: 068-200 1 1 project mgr: J s B drawn by. DJ R 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date; '� 2.. '� ,�,..2 '� OVER 3/4" FURR STRIPS -PER BUILDER (I) #5 VERT. FROM FT6. TO REVISIONS: BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) date; initial: 30" GROUT CELL SOLID zQ a d � o BADE ° e I I 1=III—III=III � II ° II —III III—III-1 "' ,III=III-III-III o° 11=III=III—III—'' _— I I1=1I1- III —II z '—III--- — PVG CHASE SLEEVE TO BE � ' I- III=III III=III=1 TWICE THE DIAMETER OF . III —I I ' 11 III III —I I 1=1 I I I =III- PROTECTED PIPE II -III III —III —III= '— � � GLEAN COMPACTED FILL ®q5% WI TH MONOLITHIC FOUNDATION (� STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS GH�rS� DETA I L 8 SCALE: NTS i 1% J J o W L` W C) 2 0 z x Z 0 a J d Q 0 � U Z LJ � Z sheet: SCALE: NTS SCALE: NTS FA SDw I PROVIDE 50LID SHIM BETW'N TRU55 $ GONNEGTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASGIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPEGIFIGATIONS. r SECTION 3 SCALE: 3/4"=1'-0" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND GONNEGTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 50LE PLATE LADDER TRU55. FASTEN LADDER TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAILS MIN. 2 Y2"xO.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP @ 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUT5IDE FAGE OF TRU55 VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION 38 SCALE: 3/4'=1b' SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR GONNEGTOR SPEGIFIGATIONS GONNEGT EAGH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. FLOOR TRUSSES -PER PLAN/ FASTEN FLOOR 5HT6. TO FIRST TRU55 w/ 3"xO.131" NAILS ® 6" o.c. FASTEN ROOF 5HEATHIN6 TO FASGIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. w "' �Q 2x FASGIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPEGIFIGATIONS. FLOOR TRU55 -SEE PLAN �- 2x4 (MIN.) 5PF #2 BLOGKING AS SHOWN AT 48" o.c. FAGE NAILED TO TRU55 TOP $ BOTTOM CHORD w/ (4) 3"xO.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. 8" GMU BOND W/ (1) #5 GONI ALL LAPS IN MA50NRY 25" RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. JNALL RE I NrORC I NG DETAIL SCALE: NTS SECTION 25 5GALE: 3/4"=1'-0° FASTEN TOP CHORD OF V END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS ® 16" O.G. SECTION BY WINDOW/DOOR MANUFAGTURER SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR SPEGIFIGATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS 2x4 ® 16 "O.G. FA5TEN€9- TO 6ABLE END TRUSS w/ (20'xO.131" TOENAILS. 6YP5UM BOARD q MAX PER ARCH FOR FIREPROOFING GABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 3 Y4"xO.131" TOENAILS ® 12" O.G. GONNECTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM GHORD OF 6ABLE END TRU55 TO TOP PLATE WITH 51MP50N A35 GLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 BRAGE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T (2)3 Y4"xO.131" TOENAILS FASTEN ROOF SHEATHING TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 NOTES: FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %,"xO.113" RIN6 SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF SHTG SHALL BE GONT. 24" MIN ONTO. ROOF 2x4 BRACE w/2x4 T-BRAGE, SPAGED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" NAILS ® 12" O.G. (NOT REQ'D AT TRUSS HE16HT5 4'-1" OR SHORTER) 26 SECTION _ SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 FASTEN EAGH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. 2x4 BLOGKING w/ (3)3 Y4" x0.131" TOENAILS EACH END x : x x kw (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/SGREWS /NAILS ® 6" O.G. TYP 1 CAL OVER�RAM I NG CONNECTION DETAIL 5GALE: N.T.S. I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I /2" MIN. FROM ED6E OF BUCK. 2. BUGKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUGTURAL GONNEGTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THI5 GASE. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, USE (5) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. 9UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2 Y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S SPECS. WINDONDOOR BUCK PETAIL SCALE: NTS MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 EXTERIOR WALL 5HT'6. TO RUN GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO--- 50LE PLATE 2x GONT. RIBBON (TOP $ BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"xO.131" NAILS 2 Y2"xO.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE SIMP50N HETAI6 EMBEDDED STRAP ® EAGH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOCKING/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 3� S�7511% SC' LETTERED DETAILS ARE TYPICAL FO: THI5 HOME � SHALL BE IMPLEMENTED N ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLAN`. 2x EXTERIOR WALL -SEE PLAN FOR SHEATHING AND GONNEGTION 5PEG5. FASTEN SOLE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. d 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. BOND -BEAM — f—GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. 6A5T-GRETE WINDOW SILL, OR EQUIV. r, DOUBLE WINDOW M�50NRY PIER DET� I L L 5GALe: NTS TRIPLe WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT 5HONN INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6 I d IN GROUTED CELL SLAB, EPDXY d DRIVE #5 DOWEL, PROVIDE MIN. I - 30" LAP SPLIGE I I I O GRADE -I I i—III—III—III ° ad I I —III —I � I —III �' IL 11=1 11-1 11- ICI —ICI —ICI ICI—II1—IIF- III-11- II— - — I —III— - M 155ED DOWEL RETROI IT DETAIL 5 SCALE: NM SIM. ®GMU STEM FOR DROPPED GRADE p RETROP I T nET� I L SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE FASTEN EA. ROOF TRU55 TO GMU W/ SIMPSON MSTH16 TV415T STRAP. FASTEN STRAP TO GMU W/ (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREN5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU W/ (3)Y4" DIA. x 5Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES W/ (2) 3 Y4"x0.131" NAILS ® EA. END. P.T. PO POST PROVIDE (1) 51HP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI T1'P. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" FASTEN EVERY OTHER TRUSS (W/ NEB BLOGKIN6 A5 REQ'D) TO 2x BLOGKIN6 W/ (1) 51MP50N A35 CLIP — (: Q)�ERO�IT: 3/4" 710 SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HONN HERE PROVIDE SOLID BLOGKIN6 AS REQ'D FOR STRAP FASTENING FULL DEPTH BLOCKING (lye" 055 (MIN.), 13/4" LVL OR TRUSS FLOOR TRUSSES BLOGKIN6 PER MANUF.) ® 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 W/ (1) 51MP50N A35 CLIP—_ FASTEN EVERY OTHER TRU55 TO GMU W/ 51MP50N MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU Wl (4)Y4" DIA. x 2Y4" LON6 TITEN 5GREN5 2x6 FLAT BLOCKING (BETNEEN TRUSSES - 16" MIN. LENGTH) FASTENED DONN TO GMU Wl (3) Y4" DIA. x 3 YY LON6 TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU HALL 5HT6., TO 2x BLOGKIN6 W/ 3Y4"xO.131" NAILS ® 3" o.c. 2x OR 1" 0513 DECKING — (TYP) (1) 5IMP50N - A35 GLIP EA. 5TRIN6ER SEE DETAIL 38 ON 5TRt CTURAL PLANS FOR APE ITIONAL GONNEGTION INFO NOT 5HONN HERE FLOOR TRUSSES X -PER PLAN FA5 "EN BLOGKIN6 TO GMU W/ 51MP50N MT5116 TH15T STRAP. FASTEN STRAP TO (,MU Wl (4) Y4" DIA. x 2 Y4" LON6 TITE d 5GREN5 2x6 =LAT BLOCKING TO EA. SIDE OF JL 05B BLOGKIN6 (16" MIN. LENGTH) FA5ENED DONN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUE 5, TO 2x BLOGKIN6 W/ 3NO.131" AF TOEI .AILS ® 3" o.c. R RET��IT flET�r I LSCALE: (5) 51N6LE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRI NGER5 (1) 51MP50N A35 CLIP ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (3) %" DIA. x 3 Y2" LON6 TAPGON5 I CSTAIR 5EGTION SCALE: 3/4'=1'-0" FLOOR TRU55E0 (SEE PLAN) FLOOR 53. - PROVIDE VER -IGAL5 OR 50LID BLC GKIN6 EA. 5TRIN6ER LOCATION LETTERED DETAILS ARE TYPICAL FOP NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN >PEG I F I G AND ARE ONLY REQUIRED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. a V 'C seal, 5 • 24 N -� TA E OF -� © copyright: MULH[A�S.!(U1 " 2021 Structural Engineering, Inc. az Z Jcc w = w \/ Z i (M Z W J Q ZF- U W� F-- T � i Jz W y W cc N 0 rn aa. Q lEj A Q c �Q) z m E A Q' v � Y wCp 2 C9 C r. N M a M&K project number: 068.200 1 1 project mgr: drawn by: issue date: JSB DJR 1 2-14-21 REVISIONS: date: initial: sheet: J W 0 0 J d UJ 2 Ld C� 0 J SDPl3 Q Iry 0 J LL. z x (L W U) J U d U) z J r� n PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51%LE FAMILY HOME OR TOWNHOU5E GON5TRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRAGED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BGSI) "GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN(5 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRACIN6 DES16N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEB5, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-133 FI6URE5 133-18 4 133-I61). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 63-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V 4 'T' REINFORGIN6 TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ I6d 6UN NAILS (0.13lx3 I/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRACES. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) I6d 6UN NAILS (0.13101/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. DIA60MAL BRACE NAILED TO OPP051TE PROVIDE (2) I6d NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/0513 A ROOF 5HEATHIN6 COMPRE55ION WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE INDIV. TRUSS SHOP DRAWINGS FOR LOGATIONS) 2x 5TRON65AGK MAY BE INSTALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PACIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY AS 5HOWN (511\6 GEILIN6 SECTION B-B ABM AATE MMM NUM 0) OR MOM SIMILAR 7wF615 ARE 6P4WW WEB MEMBER REQUIRING B BRAGIN6 A5 INDIGATED BY TRU55 MANUFACTURER 2x 5TRON65AGK 2x 5TRON65AGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/05B DIRECT -APPLIED / \-V OR 'I"BRAGIN6 9 6WB GEILIN6 —1 WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TR 155 ELEVATION PERMANENT TRU55 BRAG I NG DETA I L5 $ NOTE5 SCALP: NOW VIRPGT APPLIED GEILIN6 COMPONENT ff GLADDIN6 PRESSURE ZONES Gomponents Gladding Wind Pre55ures UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE5%RE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 200 TO 2T 2e +14A -36.8 O3 +14.q -36.8 O +14A -28.3 2r +14.q -45.1 ROOF 2e +14A -28.5 3e +14.q -45.1 (GABLE) 200 TO 210 2n +14A -45.1 O +14A -53.6 0 +21.2 -221 NALLS 0 1+21.2 1 -28.3 e NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE 1-16 Section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst Gale 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 TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THE5E WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: 7 24 , N s LL: of s� A E ` ® . © copyright: MULHERN & DEC 16 2021 Structural Engineering, Inc. Z J� w W Z c c� M Z w J na.. a) N Q ZF Q� W tEi I T m i a Q Jz Mo CP W Y oCJ? y LU m Lo C N = M d 7 M&K project number: 068-2001 1 project mgr: ,J s B drawn by: DJ R issue date: 1 2-1 4-2 1 REVISIONS: ■ date: initial: ■ I� W L- H W 0 z C) 2 x J Q W Ln � UJ Q z Ld J J sheet: PBSBml I,.- ls-�