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HomeMy WebLinkAbout6791 Branham Mill Cta A ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRANE ; BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATE d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV, GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOODWWM INT. INTERIOR WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM >V11�111�I1 Co Sri p a ri i e,s 90 Matawan Road ac_ Matawan, NJ 07747 (732) 383-2200 ASHMERE ELEVATION "B" 6791 BRANHAM MILL COURT ZEPHYRHILLS, FL 33542 LOT 047 m N 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 "B" 1 ST FLR A/C 1,464 SQ. FT. TOTAL A/C 1,464 SQ. FT. ENTRY 33 SQ. FT. GARAGE 385 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2002 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-' .3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING; CODES FLORIDA BUILDING CODE NATIONAL, ELECTRIC CODE AND THE CITY OF ZEEHYRHILLS ORDINANcEs "- REVIEW DATE CITY OF ZEPH PLAN EXAMINER Ir W } 2 W m} 0 �Q woF- c�UWw QZ)w� =CC�Q �mcr� Y O I— z .6LLOOcn zzzi=W J Q 2 J W0—=cr2— �cnoOU =zLw �I-Qzo It A 0 0 Z A U 0 �w 0 w x w (n w w w w x O U O_ U U) W z Z 08 aaa<1 Z � so® 2 2 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/23/21 SHEET GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8..2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2TURNOUT THE USE OF A VOLUTE, , , STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.5 GLAZING AND WET SURFACES . OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE F THE GLAZING IS LESS THAN 0 INCHES MEASURED VERTICALLY ABOVE O G O 6 REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT Q Q THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE 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 INCH TYPE X GYPSUM BOARD R /8 G SU O O EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING- SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2 AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION 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. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 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:M15o2.4.5.2 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 MAXIMliM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES 2032 MM MEASURED ( ) M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS 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 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THANN 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 CAVITYORPENETRATION 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 APPJ} OVED 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 R 11.7.5.3 NOSING 3 S EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020)= ° EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 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 CHIMNEYS 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 BOTH LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE I WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE i WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. cc W cr- Lu � 0 >_ >oCQO cnUWw Q W i­- 2 J c� !Y Y o i-- Z ,d LL O O co Z Z Z F- Z J a2- W _ � _3cn0OU =ZLLUJ Qzo n � n � "vcc I,, n Q o �i H Vl O w 0 O I-' p U O w O w I w w x X vJ O_ r rx W 0 z z cn A } Oil 24 T E I EC P,iftl 'COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/23/21 SHEET CS2, 0 0 r4 35'-0" 8'-0" 12'-0" 15'-0" lo STUCCO WRAPPED d- — — — —BEAM Qa 7-8" - d' wop STUCCO WRAPPED 1 a 4X6 POSTS W A5.1 OR LANAI p ¢ 8'-8" CLG. - o 0 _ 00 uj m MOISTURE RESISTANT w i _ °� o 0)DRYWALL CLG. I t=- m .- 7'-811 8'-8" cn 13'-4" 5'-411 ol `35 SH 35 SH 54"X63" EGRESS m = = XFER 4'-4.1L-° M �ss� c� (906 GRILL 13'-52" 15-10" C.L. OWNER'S _ SUITE R&S 8'-8" CLG. N GREAT (4)12 N r SHELVES00 ROOM CD T 8'-8" CLG. co co co nl PTRY r n N co 8'-8° CL . 5 -1 - N LKv .. •-.:«.,,. is„„'., •• >%;pd66"=lc\l 3-SIDED 2 eo ICV ACRYLIC3° 15'-112rr co r 7'-102rr I �' ! 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PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS I A5.1 ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED CD OTHERWISE. N N t ®d •. 4 • Q .*� OF 1p pJF-W �0x 0>- >oca0 W�pl— Lij U) 3: W aZ)Wl- U) J W W Z) Ir Y Q I Z 06u-00w z z z ~ W � J Q � J W �U) 0Q p=ZU- rn �1-azo g r` Qn N Q o O CaC G O 0 0 U 0 Z Im (L � 0 O ,j O w 0.1 W w f.0 U �X 3: W v! mommo m< LLO 0 P (L tn to Z 0 w I- .Q in in W'Z aaaaa 3 1" -,DEC 2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12123121 SHEET Alsl T— I I 1 I 19 �,-------- �' ` 4" WIDE STUCCO d- + 1 BAND 2„ GARAGE HEAD TRIM DETAIL 12 5 5:12 0 5:12 0 (2) 3068 12 5 _JJ 35 SH ROOF SHINGLES PER COMMUNITY SPECS. 1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) SCALE: 3/4"=1'-0" REAR ELEVATION SCALE: 1 /4"=1'-0" WINDOW HEAD 4" WIDE STUCCO �'-----,�\ BAND I� +1 i i BLDG. HEIGHT 4 ROOF SHINGLES PER ' ROOF SHINGLES PER 12 COMMUNITY SPECS. - - COMMUNITY SPECS. 5 12 5 4" 001 2 4" WIDE STUCCO BAND (+1) 6" FASCIA, TYP. +1 4 WIDE �`-- ,�� --- ��i� T.O. MASONRY co — - - - STUCCO BAND WINDOW SILL CD T.OWINDOW _- - - P ' 1'-0" ; I 1'-011 WINDOW HEAD &SILL DETAILS _._ ��❑ SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY 00 4" WIDE STUCCO BAND n (+1) n 4" WIDE STUCCO BAND (+1) I`-- *25SH FIN. FLOOR 1'-4" STUCCO BAND RETURN 3068 16070 GARAGE DOOR 4" STUCCO BAND (+I) FRONT ELEVATION SCALE:1/4"=1'-0" W � O O I- >o ao WC)I- ir UWw cn Q Z) w H 2 > ccIY Y O 1- Z IiOOcf) ZZzl- Z_ i Q J W B- 2 x (- U) ❑ 0 _Q �I-Qz❑ r\ f- � O �i Q H Vl ® z o O U > 0 w w w O w w La Z 2 O Oct LLO U) w m Z Od w F. � o OwCZ a�a<1 PEC 222021 *COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/23/21 SHEET A2s I L --------------------- i co 0o 12 5 T.O. MASONRY / FIN. FLOOR LEFT ELEVATION SCALE: 1/4"=1'-0" 9" RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 5:12 �12 � \I 5 �— ROOF SHINGLES PER 12 5 ROOF SHINGLES PER COMMUNITY SPECS. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH err ..,.<'~.•' �:s'': . TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ir W o °� } >m¢O W :DpF- UWW cn W � ~ J(qWIll ED Ir m Ir Y 0 F- z ,6u-00C/) zzz~z i QQ J W 2 cr � CQ 0 U =zLLv) �F-Qzp cz-� � Q Z Fa- U) 0 Z o 0 "-� w Im mi W i*i � w o A cn w w w 7 X U) O_ U) W 0 cn Z O W 4 mZ asILI . ic�.Z 2 2021 te° COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/23/21 SHEET A2,2 m ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT., 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 83 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION"R905.3 NOTE: PROVIDE FLASHING AT ALL ROOF VALLEY AND ROOF/ WALL INTERSECTIONS c tY W i- r Cc ~o wz m wwz0 > rr ¢ O W : F- ()Uww ¢ :D F_ 2 J > ED Ir Y0E-z ,6 u_ 00 w ~ z z Z W J Q J LU 0- _ Cr (L Z (/) =zO �I-¢zo 0 N + IZ O Fa- 0 Z � 0 I�1 a NJ 1d..1 O O O w w w x X U 0 r U W z Z O w I.. . in o Izz aaaaa �N EC 2 2 202 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/23/21 SHEET A3e I T_O_MASONRY _ _ _c T.O. WINDOW ______ FIN._FLR_ 0 12 5 BOTTOM OF LINTEL Qa T-4" A.F.F. �v®4®'llsll®,®� ®®�o N S 24 .b t4 o • Y OF lij �0 rr W y. = Lr Lu �O >-F- !r Q 0 W �nF- cnUWw a=WF- 2 cr- Q - Ir cc 0r Y 0 F- z ,6LL00_� z z z F-z � J Q � -J W IL 2 � U) 0 U �2zD-U) Z❑ �F-QCZ n n �i a rZ N n H O 0 0 r� V U) 0 Z �Ly Q i� u � w 0 w Z w A U) 0 U W N O rno aaaaa wz c DEC 2 Z021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/23/21 SHEET AS* I z w z O U z W H a 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 2X ALUM WRAPPED FASCIA PER SPECS. ----- BD. WALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS -REFER TO 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS STRUCTURALS 1/2" (MIN.) CLG. BD. MASONRY LINTEL - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL JVfILIL. 1/G = 1 -V 1-0 1%JlI -IVIFIJVIVIIT VVMLL - ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE 11 OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF PLAN PRE-ENGINEERED ROOF SEE ROOF �, ---,]PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP: 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER ` TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. \ ; HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO �0000' Z STRUCTURAL. STRUCTURAL. '9k TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE - - - EL V. E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN) ----- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS (8" TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED Ca WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO ix2 PT. FURRING C@ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4' SPECS 0'-01, PLANS 01-01, FIN. FL. SLOPE SLOPE FIN. FL. FOUNDATION FOUNDATION coPER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR ATTIC OR SECOND LIVING SPACE FLOOR LIVING SPACE REFER TO PLANS REFER TO PLANS T.O. M GYPSUM PROVIDE 2X4 GYPSUM BOARD i z FRAMED BOARD J i J ENCLOSURE FOR 11/2" � 1Oi GYPSUM-- o- ELECTRICAL wa BOARD :1E PANEL, FINISH W/ GARAGE i f a ' GYPSUM L----- i BOARD k- ----- a NICHE FOR --- ELECTRIC METER f : ELECTRICAL:1E i i LOCATION - SEE Ga I PANEL & PLANS. VERIFY %' WIRING INSTALLATION IN i N i cv !® FIELD ELECTRICAL , n o STUCCO--- TUCCO PANEL ELECTRICAL FINISH -/ !. PANEL i i a IT EXTERIOR co EXTERIOR ---- bo _ �� OF CMU BLOCK CMU BLOCK ---- :.p .. 5 WALL WALL ilL I Ioq •.O. NOTE: ELECTRICAL 1®��,5�, IN PANEL IS TO BE ev CONCRETE 1 -6 iv INSTALLED ACCORDING CONCRETE CURB REFER NOTE: THESE DETAILS DEPICT TO ALL APPLICABLE CURB. REFER LOCAL, STATE AND TO PLANS TO PLANS ARCHITECTURAL SPECIFICATIONS AND NATIONAL CODES. FINISHES ONLY. REFER TO STRUCTURAL VERIFY PANEL CONCRETE ---,,DRAWINGS FOR STRUCTURAL INFORMATION DIMENSIONS PRIOR TO 2c tc° ' fit ;t }s cs ?= SLAB ON GRADE AT .r� CONSTRUCTION. GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" W 2 rr- �p>_l— } OC ¢ O w in cl)UWW < Z) _EE i J p cc cr Ir O 0 O U Z Z Z ~ Z J Q � J WIL=fra- _3c)❑OU p=ZD-Cl) �1—QZp 1 4 LL O Q o Q 0 0 0 V o r.j O Imr�r U uw U O w w X CL rrX Vl O_ U N W tn O� � O aaaaa iez G3• to yya a � EC 2 224Z COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12123121 SHEET "L" FLASHING SCALE: N.T.S. NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) 'VOOD SHEATHING ;0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 4ETAL LATH .AP WRB & TAPE OVER ROOF/WALL SCREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT SHINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY WOOD SHEATHIl' 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 CO[ CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEl' ROOF CEMEP SHINGLE ROOFII "L" FLASHING - SIDING SCALE: N.T.S. 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP 1- WRB APPROX. 1-1/2" ABOVE SHINGLES Z ROOF/WALL SCREED Z 5X5 WALL FLASHING m co KICK -OUT FLASHING (SEE DTL. BELOW) W T lz D FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING �`— FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD Q FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 45° FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 ',,®Ali�4Dply. . -7 24 No WATERTIGHT SEAL. of FOLD. DO NOT CUT. BOTTOM FLANGE UB ®N N\. FOLD INWARD @ PT. A CREASE; @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE IY W Lu �001=- >cr<0 wZ:) C) �- cn0W W a � > .aJ Z)Ircc� zOOw W J Q 2 Z a.=fra _jU)000 QZD N ¢ o O .9� U) w u A 0 to z 0 O = a w w w � 0 lz U En W U) o� En o Z QaQaQ cr " ll'�Dtc 2 2 ZQZ' COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED:12/23/21 SHEET wpml z z Q z Q x �n z i A J, u z z z J u n _ z z z z z _ z Q _ _ i C J :n u > r u u z J n r x u 0 _ z Q z Q z C _ 2" PVC CONDUIT 2-2/0 COPPER C 1-1/0 COPPER 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 III III III III III ELECTRICAL RISER DIAGRAM NOT TO SCALE (10 3-BULB FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" ELECTRICAL METER (V.I.F.) IRRIGATION TIMER ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR E4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) (p ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX /I-^ STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE tr W } _ tr �OOE— >owCQO W C) l- < ZD 2 J ZEr CC ) CC Ye --Z '6 LL O O cn Z z z H Z_ J Q J W a- z:Ir C- _3cnpOU �2ZLL(n H Q z O N Q o a Q z : I CL 0 O U � O w w �w O 0 O w LL. w x U) MOEN" w O_ OC U in W 0 t/� Z O w I.. � O Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/23/21 SHEET • (11 TN N SLAB PENETRATION PLAN SCALE: NTS W � } 2UJ �0>-� 5;cr<0 WZ)0E- (qUW W QZwF— _ F- J > �10E-Z �LL00C/) ZgZZ~z_ L J Q J W D- -r _3cn0OU Z2ZLL(_n �F-QZ❑ (� ri '�1 Q a (� N �O Q O Q 0 0 O V O O o w z z La w w 0..� w � r� V ) m O cn W N Z O [u f, .Q Zn- o aZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 12/23/21 SHEET p I • 0 MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO i_4J+ MIN. (1) GOURSFIBOND i L4J+i- MIN. (1) GO�5E/em I I BEAM ABOVE LINTEL I I rEEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. 1 a• I R�PREGA5T LINTEL w/ PREGA5T LINTEL w/ EMBEDDED REINF. ' EMBEDDED REINF. MB-I MB-2 Its L4 J'+-- TOP GOUR5E, IF I I + TOP GOUR5E, IF m I LQJ I I I REQb PER ARCH. v I _ I REQ'D PER ARCH. TOP REINF. OR WNW. GONT. BOND BEAM BOND BEAM REINF. REIN. AS REQ'D It GROUT GROUT BOTTOM REINF. ... BOTTOM REIN.PRECAST LINTEL w/ a I PREGA5T LINTEL w/ EMBEDDED REIN. -t-_i` EMBEDDED REIN. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I SFS-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 896-I13/IT (1) #5 (1) #5 MB-4 8RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51C 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 5D-1 FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEEREO FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... RFBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON .PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE 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'-0" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PECI1 ICATION5 (TYP. U.N.O.) DE5GRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (3) NAILS @ 4" o.G. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 TNAIL5 (5) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS a 6" o.c.* BLK'G. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5• DOUBLE STUD NAILS @ 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE (q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP a GORNER5 d INTER5EGTIN6 WALL5 (2) NAILS (2) NAILS • 2l12"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DESIGNED IN ACGORDANGE WITH THE nth EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGT I ON 160q) LATERAL DES 16N REQU I REMENT5 FOR THE FOLLOWING WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.18 ANY WIND 5PEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR INALL SHEATH I NG SPEC I F 1 CAT I ONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPEGIFIGATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2)12"x0.131" NAILS @ 6'I o.c. ALONG PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W P3 21211x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ ;�/2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND V 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS 5HALL HAVE DOUBLE TOP PLATES FASTENED TO6ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS 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 CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8, A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3W(, 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 IV32" THICK, APA RATED 5HEATHIN6 6 EXPOSURE 105B OR PLYWOOD PER U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window 4 Door Allohable Wind Pre55ure5 140 MPH Wind Zone ExI205ure B®° OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +15.5 P5F/-20.q P5F +18.5 PSF/-20.q PSF 16 6arage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22A PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Ig.O PSF/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F (DEnd Zone i5 defined a5 the 5moller of 10% of lea5t horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 7-16 5ection 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pres5ure5. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.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 $ DRAG TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA � TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5'W.I31" NAILS @ 16" O.G. UFL I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SIN6LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF 61., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51611 THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 *--- - --- --INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES F05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DES16N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 � DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXP05URE AS LISTED R15K GATE60RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGES 3-PLY OR MORE GONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05E3 FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGE5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xIO6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROWS Y4"x3Y2" SIMPSON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOGATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 7" BEAM 15 AGGEPTABLE. r ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGONS @ 24" O.G. FLOOR FRAMING • I-J015T5/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-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @ 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. n........ sealo ' 0 78 [L C OF s 0. �% © copyright: MULHERN & KULP StrucDEGgileriig, Z62 aCD z z W W z o c W Ca.. J Q L Z� a cc:D a E T� 3: m E 4 J� > A Wo Z W Mg Y t6 p y o(0 m L6 W CD C M n M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DJ R 12- 16-21 REVISIONS: date: initial: sheet: J W 0 2 Ld UJ 2 4 SM0.0 0 J I.L I• 0 0 r O N 2 5D- 35'-0" L31_0II .. 121-0II 15'-0" 3 l2" GONG. SLAB ON 6RADE (2500 PSI MIN.) N/ 6x6—W1.4xW1.4 MESH OR FIBER MESH I — 12" WIDE GONG. ON 615% GOMPAGTED I w I TURNDOWN EXTENDED FILL OR VIRGIN SOIL. I MIN. 12" BELOW 6RADE I HUNT 2 I I 2 5D—I I Ci 5D—I 3 y2STEP SD —I I 5D—I 10-0" 6'-4" 18'-8" — I • I FRENGH DOOR I REGE55 PER • MANUFAGTURERS INSTRUGTION I I CONCRETE SLAB: 3 Y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) N/ 6x6—W1.4xW1.4 MESH OR FIBER MESH OVER (9 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N SOIL. NOTE: REFER TO BLOGK I PLAN FOR ALL DOWEL ' LOCATION DIMENSIONS. i I � I• I I I I I I I I• 1 � 1—op 011 1 1-0 11 I SDI ' „ r �%2-H-STEP-� • _Q) — 3 /2 STEP l RE 6 1 4 I ' I 6ARA6E SLAB I 3 Y2" GONG. SLAB ON 6RADE — — I (2500 P51 MIN.)' N/ 6x6—W1.4xW1.4 I ' • • MESH OR FIBS ' MESH OVER 6 2 5D—I • 3 SD —I 5 5D- MIL. POLY ON 15% GOMPAGTED FILL OR VIR61N SOIL. I N � I • ' W L---------- ----J • • • • 2 5D- 5 5D—I I• 0 c� LEGEND • ® INTERIOR BEARIN6 HALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARHALL EXTENT OF OVERFRAMIN6 «- - - --_--INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES � SGHEDULES e y • T � pia^ � L .� e 0110 N ,"'' DEC z z zoz ©,copyright : MULHERN & KULP Structural Engineering, Inc. 0 CD z JLU W W z o CD z w oa. � Q Z= Q8 F— U 03 m E Q Z W -,amo Y CP otwo m y W L6 C N cc ch a IV M&K project number: 068-2001 1 project mgr: J.SB drawn by: DJ R issue date: 12-1 6-2 1 REVISIONS: date: initial: sheet: d J o_ 0 W L- O ui O " z ail a. W U) Ld Q 11 W J J a 5'-0" 35'-0" s 5D- 5LAE3 PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/6"=1'-0" (IlxI1 SHEET) Fm I . 0 a I 351-all 31-21I ij' 21-41I 4 1-51I 41-511 11 j 1-/ 1I 51-41I O I f O I r CV m I T- SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/6"=1'-0" (IlxI 1 SHEET) LE6END • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • M � m LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 -_m - —INDICATES I/8" A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE, MABONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT M13-1 8F8-013IOT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 M13-3 SFI6-IB/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE5I6N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I EB 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOUR5E/13OND I 1 +I-- MIN. (1) CaR5E/BOND LStJ i BEAM ABOVE LINTEL i �4J i BEAM ABOVE LINTEL GROIJf GROUT BOTTOM REINF. PREGA5T LINTEL W PRECAST LINTEL w/ i EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 rr -7 i i I+i— TOP GOUR5E, IF I i Ir i TOP GOUR5E, IF I LQJ I (1) I LQJ I I I REQ'D PER ARCH. V I I READ PER ARCH. -� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. < 9 REINF. AS REQD � ;r GROUT GROUT 4_ BOTTOM REINF. BOTTOM REINF. •7 PRECAST LINTEL w/ PRECAST LINTEL Pi/ EMBEDDED REINF. EMBEDDED REINF. o MB-3 N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES Se 'Q' • 4 > No S ,* d LL Of ® A, IRA © copyrightLP Structural Engineering, Inc. CD Z JLU W W Z CD 0 rn w +J a (D Q rx Z U A � CI) c j =—� °O E a Q• W ® o CP 4 o y M Lb W = o CV cm a IV M&K project number: 068-200 1 project mgr: JSB drawn by: DJ R issue date: `j 2-16-2 `j REVISIONS: date: initial: ZQ J a Y U O J M sheet: d J 'a W L- Q ui Q (D z a UJ (L U) Q a UJ J Q '1 to N x J J ,V■ Fw2.0 r3 pr-Ap I AwA1 npnppr-n RPAMC,. LEGEND FASTEN DROPPED BEAMS TO / (2)2x12 w/Y2" 05B/PLYWOOD • ® INTERIOR BEARING WALL ,ram— BTWN. PLY5 (TYP. OF 5) ' • _ _ _ BEARING WALL ABOVE POSTS PER DTL U/5D-2 (TYP. OF 2) ,� � — -�. — _„-. — � — � — y, N OO 0 i r- Is N • BEAM / HEADER • m - LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMING •-,-rn - °-- INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS GONNEGTOR5. • ROOF SHEATHING SHALL BE -1/I6" MIN. O5B/PLYWOOD SHEATHING 24/b, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.1I3" RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES ff 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED5E5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMINO. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMPSON VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWI5E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRAGING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5W.131" NAILS 0 16" O.G. UPL I fT GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF O.T., FLUSH BEAM OR ALL (2) 51MP50N HETA16 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN THE UPLIFT GONNEGTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL 5TRUGTURAL NOTE5 I$ 5GHEDULE5 seah.% kt`tgSE�.,c, 7 4 AT OF ' --0 .• P © copyright: MULHERN & KULP strub fCgi?erZg,9M 1 oz z JLU w w DZ o z w a CD J Q 0� Zo= f- U Q. W o> � o °O StQ Q _ z ov o W Y � p o� y M Lo W C N C. M G. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 2- `j 6-2 1 REVISIONS: date: initial: I o° 7 I I i 0 '— I 5D-2 I i►—Ti —.1 / STRUGTURAL GABLE END HIP GIRDER TRU55 I w � z 5D-2 3 I I I UJ < SD-2 Ld LL U 5D-2 I 3: r STRUCTURAL GABLE END HIP 61RDER TRU55 I �'' 0 11 W Q O Z ------ ------------- ----- - --- --- ----- J J ROOF FRAM I NO PLAN SCALE: 1/4"=1'-0" (22x54 SHEET, SCALE: 1/8"=1'-0" (IlxI 1 SHEET) sheet: Sm 1 .3 FILLED GELL5 (SEE PLAN) GONG. OR PAVER DRIVEWAY I6"x8" THIGKENi EDGE W/ (2) #5 GONT. 8" GMU BLOCK LVAM/Av17- F -1 6ARA6E WALL BEYOND THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NTS 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z X a� O GRADE III —III= III-- -' n, I 1=1i�1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III I III=III = III i I' (SEE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED " III=III FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &!4t.GE GURUnETAIL NTS 8" GMU BLOCK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ d PER MANUF. 4. 1I- -� III —II II —I R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) I=1 m III d 11=1 I I —I 111 m W W III I I III —III —III III— ' I �-III=111-111-III-� '- MONOLITHIC, GLEAN COMPACTED III =III= I I FOUNDATION W/ (2) #5 FILL ® 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5NING 4 56D POURED 51LL5 DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z X� (o O GRADE =III —III— c� IIIIIIII�II 0 =11I rn I d d . a III —_III= II—III—� I —III —I 1I- III —III —I I=1 I I- III I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III=III=III =III (SEE PLANS FOR LOCATION) GLEAN COMPACTED I, ; ,III 1 I I I I I —III !� I 11= —1 I FILL * G5% wl TH MONOLITHIC FOUNDATION STANDARD DENSITY IN (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS F00TING SECTION JN/ 5LOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) III —III —III- _ _ d III —III —III —I —III=III->Y-11 F.9 III —III I- III —I I a I I—III=III—I 1- °III—III=1 � I- I=1 m III I I4 —I I I —I 11= I 1=11— III-1 11= I=11 I=III=III=III—� '- MONOLITHIC GLEAN COMPACTED III =III= FOUNDATION W/ (2) #5 FILL ® 515% STANDARD WI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NTS 3 y " GONG. 51 " w/ WWF OR FIBERME5H RI OVER (b MIL. VAPOR BARR THICKENED 5LAB RECE55 DETAIL LEEAO/PORCH/LANAI SLAB PLAN) 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. 3 TH I �ENEII EDGE DETA I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORCH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � z I 'ti EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) d < d ° � ' I —III —III —III a a I —III —III —III —II a° —III—III=III—I I III —I 11=1 11= I ' =1 I 1=1 1) #5 DOWEL W/ 6" HOOK AT _ _ III -III- ALL VERT. WALL REINF. III-1-111-I I 11= (SEE PLANS FOR LOCATION) GLEAN COMPACTED III-111= FILL ®45% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE FUTURE 5" GMU BLOCK DRILL 6" INTO EXI5T6 I SLAB, EPDXY � DRIVE #5 DOWEL, PROVIDE MIN. - 50" LAP SPLICE I I O N I I z — I a d d d ^ I d d �1J Q GRADE u o =1 I I1 1 11 1 11 I I a 1=1 _ —IIIIII—III d d III III —III —III ° � a II � III- #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL a Y" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE @ 32" O.G. 2" (6" MIN. EMBED) LU -�, STUD PLATE TIES PER } d PT BOT. PLAN ® STUD TOP 4 PLT. BOT. < d 14 d d A d.. (2) #55 GONT. W/ -/ 3" MIN. CLEAR UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL SCALE: NM 8" GMU BLOCK • • 01 O IFA Is, ►�K4 R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) � � �-111—III III—III-1 PVC, GHAS� SLEEVE TO BE TWIGE THE DIAMETER OF -' � I I III 111 III —III —III I =III PROTECTED PIPS GLEAN COMPACTED ,; FILL ® 95% 11111111 MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 GH�5E DETAIL SCALE: NT5 1-1 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS seal: Gr„ 77 4 o� •• • `m S AT OF 4 OR No ` z ZOZI §644401A neering, Inc. oCD z JLU w w z c Z w 0- Z Q � U c�a O. C"E E- =o a� m E Q F- J- > 1 a CD o Z W o CP Y to o c`o m` Liz CA LY C N � M a M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 2-16-2 `] REVISIONS: date: initial Q J a u Lj � Q U 0 W 0 z Z o. UJ � OUJ � co J d Q � � d O � OY J J sheet: SCALE: NM SCALE: NM M 155ED DOWEL RETRC IT DETAIL SCALE: NTS SIM. @ GMU STEM FOR DROPPED &RADE SDm 1 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. w 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SEE UPLIFT GONNEGTOR - SGHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS 8" GMU BOND BEAM - IN (1) #5 CONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. HORZ. REINF. SPECS T 2x4 ® I6"o.c. FASTENED - TO GABLE END TRUSS w/ (20'xO.131" TOENAILS. PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO GABLE END VERTICAL WEB TYPICAL RETROFIT DETAIL P. REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/XY DIA. ANCHOR BOLTS @ 32" O.G. WITH l" (MIN) EMBEDMENT. SEE UPLIFT CONNECTOR EXTERIOR 5HEATHIN6 EDGE SCHEDULE ON PLANS FOR NAILING - 2Y2"x0.131" NAILS GONNEGTOR SPECIFICATIONS ® 6"O.G. FASTEN BOTTOM GHORD OF PROVIDE MOISTURE BARRIER TRU55 TO P.T. SILL PLATE w PLATE (PER TRU55 MANUF) ® X4" DIA. x3Y2" LON6 51)5 EACH TRU55. 5GREW5 ® 16" O.G. PROVIDE M015TURE --/ VERT WALL REINF. TO BARRIER PLATE BELOW EXTEND INTO BOND BEAM WOOD MEMBERS ON GMU (PER TRUSS MANUF.) 8" GMU BOND BEAM "/_j (1) #5 BAR GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. SECTION 4 HORZ. REINF. SPECS I SCALE: 3/4"=I'-0" VALLEY SET OVERFRAMIN6 TRU55 OVERFRAMIN6 PER PLAN ROOF TRUSSES PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) ® FASTEN EACH OVERFR EAGH TRU55. TRU55 TO TRU55 BELO. WITH (1) 51MP50N VTGR ® 24" O.G. FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS @ 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE CONT. 24" MIN ONTO.ROOF 2x4 BLOCKIN6 w/ (3)3 Y4" x0.131 " TOENAILS EACH END PROVIDE 50LID SHIM BETW'N TRUSS i CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. (4) 3 Y4"x0.131" FASTEN ROOF SHEATH IN6 TO NAILS FA5GIA WITH 2 %"x0.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA da- -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. !� � L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ®4i? SPACED 4 -O O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ®12" O.G. T16HT BETWEEN TRU55 BOTTOt (NOT REO'D AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 56REW5 EXTEND INTO BOND BEAM MAILS 6" O.G. SECTION 2 SCALE: 3/4"=1'-0" MAIN ROOF 5HEATHIN6 VERT WALL REINF. TO AMAIN ROOF TRU555 EXTEND INTO BOND BEAM gi �E�/,M BOND-BEAM-� GONTIN. PRECAST HEADER S" GMU PIER ENTIRE COLUMN TO BE 6ROUT FILLED CA5T-GRETE WINDOW SILL, OR EQUIV. CA5T-GRETE WINDOW SILL, OR EQUIV. DOUBLE WINDOW L M�50NRY PIER DETl� I L SCALE: NTS TRIPLE WINDOW SIM. T1'P I CAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.5. ALL LAPS IN MA50NRY 25" - RUNNING BAR , #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL RE I WORC I NG DETAIL SCALE: NTS NOTES: I. 2X PT BUGKS/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I /2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT.. 5TRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.I31" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER DWI NDOW/DOOR BUCK DETAIL SCALE: NTS SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SECTION SCALE: 3!4"=1'-0" ROOF TRU5 -SEE PLAN (2)3 Y2"x0.15I" 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. $ HORZ. REINF. SPECS (1) #5 IN BOND BEAM -�------- ------ --- w -------------- PREGA5T LINTEL, SEE PLAN FOR SPECIFICATION � w VERTICAL REINFORCEMENT PER W PLAN > (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) %"xO.113" RIN6 SHANK 2x4 FLAT BLOGKIN6 @ 16" 0.6 FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM .� SECTION SCALE: 3/4"=1'-O" 40 P.T. POST PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH 41 EXTERIOR FACE OF POST, 9" MIN END LEN6TH DROPPED BEAMS PER PLAN NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES REAR WOO LANAI VERT. RE I WORC I NG DETAIL U TYP. BEAM TO POST GONN. r SCALE:NTSNOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2x6x12" OR 2• PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL Ck OF OPENING DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 2X8XI2"P.T. 3. FOLLOW MANUF. INSTALLATIONCENTER BUCK INSTRUCTIONS.HERE FUTURE 8 GMU BLOCK#5 VERT. BAR TO BE DIA. ANCHOR DRILL 6" INTO EXI5T'G I IQLOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN.2X4 P.T. TOP BUCKV30" LAP SPLICE02X6 OR 2X8 P.T. BUCKEAGH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER I I-1 I I PROVIDE (5) 3/8" DIA. J-BOLT W/ 5,'2" GRADE I I I —I I IiII(EMBEDMENT AT EAGH DOOR BRACKET,IEAGH SIDE OF DOOR. PROVIDE li'2°x3�ib" pI 1I—--III II -THICK WASHER W/ EAGH ANCHOR 05T BOLT seal: o®®r'er�e®��• �@ F r , O : a: QF .'A UJ C Ci q Inc. on J� W W M Z CD CZ Z c C" W a J as Q ac Z= C) A 'tcc tm 4-1 WF- z Cn j =a >. D CD �i~ Z W :Q o CP Y co y o co m L6 LU C N �". M Q• s M&K project number: 068-2001 1 project mgr: J S B drawn by. DJ R issue date: 12-1 6-21 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 'Q INFO NOT 5HOWN HERE Q FASTEN EA, ROOF TRUSS TO GMU w/ 0 51MP50N M5TMI6 TW15T STRAP. T FASTEN STRAP TO GMU W(4) X4" DIA. x 2 r-•1 LL V4" LON6 TITEN 5GREW5 W PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) ® EACH TRU55. T _ T O PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY 2a FASTENED TO GMU W(3) Y4" DIA. x 3 X2' LONG TAPGONS. FASTEN BLOCKING TO ROOF C n v!TRUSSES w(2) 3Y4"x0.131" NAILS ® EA. END. UJ Ld TO BE 8 MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) II 1I-ETRO�1T DETAIL �"" U �—i E- 0START BOLTS AFTER GARAGE CURB (B" MAX.) K GARAGE DOOR BUCK DETAIL SCALE: NTS M 15BED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ao -:� � J J sheet: SDM2 ■ P1 z a PERMANENT ROOF TRUSS BRAGIN6 NOTES: (SIN6LE FAMILY HOME OR TOWNHOU5E CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP GHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. 6EILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-B3 F16URE5 53-I5 8 B3-19). SHOP APPLIED REINFORCEMENT PER BC51433 F16URE5 53-22 $ BG-23 15 ACCEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • V $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ I6d 6UN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (5) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROWS OF LATERAL BRACIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGES. CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) I6d 6UN NAILS (0.13lx3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH GABLE END WALL 8 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/OSB A ✓I ROOF 5HEATHIN6 COMPRE55ION WEB (SLOPING OR VERTICAL) COMPONENT � CLADDING Gomponent5 � Gladding hind Pressures UP TO 140 MPH Wind Zone Exp. B, RIA Gat. II EnG lo5ed, 0.18 I nt. Pre55ure Goef. f . MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +141 -26.6 2r +14A -36.8 20' TO 21" 2e +141 -36.8 03 +141 -36.8 OI +141 -28.3 2r +14A -45.1 ROOF 2e +14.9 -28.3 3e +14A -45.1 (GABLE) 20° TO 21" 2n +14A -45.1 0 +14.11 -53.6 O +21.2 -221 WALLS 0 +21.2 -28.3 UNOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get an equivalent ultimate load pre55ure. Divide allowable pre55ureS by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst Gaye Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal,�.���,.`� o -0•� T TE OF �tG Q�,• �C ®R®,r. W /IIIMGi © copyright : MULHERN & KULP Structural Engineering, Inc. 0 cD Z J� W z Z CD w Z= U W� t` T N JF= Z W ID LU W 7 O rn a- Q A C. 1 c E co = m jE a'A CD o co CP M LO 0 N CM O. PRE55URE ZONE5 M&K project number: CONTINUOUS LATERAL BRACE O 6 8"2 O O 1 1 ALTERNATE ® (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE \.:: INDIV. TRU55 SHOP DRAWINGSproject mgr: x FOR LOCATIONS) drawn by DJ R 2x 5TRON66AGK MAY BE issue date: 12-16-21 INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) REVISIONS: GONTIN. LATERAL BRA6IN6 date: initial: TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY AS 5HOWN 6WB GEILIN6 SECTION B-B ALTERNATE METHOD HM (3) OR MORE SIMILAR TR F6M ARE GROUPED WEB MEMBER REQUIRIN6 B BRAGIN6 AS INDICATED BY TRUSS MANUFACTURER 2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE >� (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUGTURE) DIRECT -APPLIED PLYWD/O5B DIREGT-APPLIED / \-'L' OR 'T' BRAGIN6 6WB GEILIN6 WEB5 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 Q BRAG I NCG DETAILS $ NOTES a SCALE: NONE DIRECT APPLIED GEILIN6 W T 0 T ►-�I T�-T- W o z_ Ld a W Ld J U U 3: O Z J J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REG2U I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBw 1 0l1c' {-t3