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HomeMy WebLinkAbout36966 Faben Lna rl 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 STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PaJLL-DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER •. QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV, GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB > Vn a TjIan T"" Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 6966 FABEN LANE ZEPHYRHILLS, FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY LOT 090 AREA TABULATION: ELEVATION "B" 1 ST FLR A/C 11 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR 2403 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 CS.1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS A-3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS E-1.1 FIRST FLOOR ELECTRICAL PLANd WORK SHALL COMPLY WITH F F-'I.1 SLAB PENETRATION PLAN CODES FLORIDA BUILDING Cone, NA S-0.0 STRUCTURAL NOTES AND'CTHE C7LYEpFIH �E, F-1.0 SLAB PLAN ORDINANCES YIt.LS F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS REVIEW DATE SD-2 STRUCTURAL DETAILS CITY OF ZEPHYRHI PLAN EXAMINER PBSB-1 STRUCTURAL DETAILS Im W r=CC Lu o°� > 0 cr cc 0 1- (AVWW a=)uj _ F—J Z) cr z 0 w z z Waa�� m2ZLLLO �I_QZD � Q c lox C ti 0 0 z � A U 0 I --I 0 C?J w� 0 wA x w � W z 0 0 U (L O_ R Ir N W 0 U) 04 2 o aaaaa % JAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET CS9 I a 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 I 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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR 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: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPEDFLASHINGS MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. 5. SU O D SHALL BE PERMITTED T BE INTERRUPTED BY A NEWEL POST AT THE TURN. 1. HANDRAILS SH L O U OS R903.2.1 LOCATIONS 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 2STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED TURNOUT THE USE OF A VOLUTE, , , OVER THE LOWEST TREAD.GLAZING 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 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. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS 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 WATERS 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 UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS METHODS: 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 If. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A 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 SPACIPUNDER 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: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. GUARDS: 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 RFLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES SH S THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH 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 SHALT_ 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 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 REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 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. 4.5 DRYER LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS THE M LOW COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. 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. 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 MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT WALL COVERING: THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER THE SIZE A 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 IC MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. 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 AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, TSTOPPING SHALL 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 MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE n RISERS SHALL VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. ERS ARE PERMITTED AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS M 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. OBTAININGAL OF HE BULLDING OFFICIAL.THE BUILDING NOTIHE FICATION,SHALL FIC TON DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSSELF-ADHERED R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE REQUESTED D SHALL EITHER ICATE HEO OF THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A 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 MAINTAINED. 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 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 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 FLOOD ZONE REQUIREMENTS: 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 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 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. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT 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. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 1L2. 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 . STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 AND THE GLAZING. 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. INCHES ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S I 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN EEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. ATI N I INSTALLATION INSTRUCTIONS. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 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 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. TTED 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. ioyd. Iz W Wzo= r O} H > 0 p Q p W aoWg p cc Y Q Z ,5 LL 0 0 cn Z ZZ Z ~ Z_ (r J Q J w CL :r - -icn❑OU =)=ZLLU) �I-QZ❑ (�czti c c o Qf` Ia-- 0 w o 0) z `� w w z w (L w U) u m< z O IL A O R W t� tn Z oa � 0 'o �aaaa 4 x •� 8 LOLL COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET CS92 z w U) z O U a 0 KT:1ff:w 16'-8" 12'-0" 10'-0" 01 lo 6" 11 '-0" 611 STUCCO WRAPPED ---- BEAM @T-8" ---- o I STUCCO WRAPPED I p (L: I 4X6 POSTS I a ¢� I I a;, A 5.1 u I LANAI I� u p _ Q I 8'-8" CLG. I 0 Q - 00 o 0 0D U m I MOISTURE RESISTANT I Ul m o T- I DRYWALL CEILING T I 6'-0" 14'-8" 9'_4" 8'-8" *35 SH i I ��,�o�� � (53" x63") EGRESS 35 SH N XFER f o ' " 3 -8 15'-2" GRILL _' 18'-6" HB. RK AHU ON STAND 30" AFF GREAT r; �; ROOM ' CV rM N 8'-8" CLG. - OWNER'S in RETURN AIR GRILLE 00 SUITE 8'-8" CLG. 'IN (4)12" SH ADD 7/16" OSB TO " 5'-12 M MECH. CLOSET PTRY CEILING FOR FIRE DRAFT STOP 3-SIDED ACRYLIC -� e �� yLO 2�69 SURROUND > i I i _ CC m 2 O Cfl N •= -011 OW ER'S g 1 1 8'-42" 31,E 2 _ -1 36"X60" ACRYLIC LO1N BATH TbN --- I I N c+) SHWR PAN 8'-8" CLG. ZO n I I r 3'-3" 4'-11" I I O I IJ L -- rIN g I I161Z 00 TcM _ N Cfl 1 O I io CM .- 2 U) C'� o ' ��p� ��� fV (� CO I ° I IJ o� I O IIx ul M .I KITCHEN DINING r---- ,N 36" HT. FLAT 8'-8" CLG. I I I ' COUNTERTOP AREA we = ' L---- ch I I 11 8'-8" CLG. T �� iv OS WIC I I i 6 -42 3 -5 I 8'-8" CLG. %- I I I o 8" CC 1 , I ,� ' ' �� , �� 1 0'-51,1 o O �,, - ; , ,I 8-8 CO 4-9 2-4 2 2 I I , , °C i i I I WATERLINE I &S HI &LOW i I I REF. rIN L----------- -- ---- I - - y W r N 1 O o o w BEDROOM T -% 2 N I UNDRY W I I CL �, _ 06I — BEDROOM 4 LO m � �w = tcr)o x 8'-8" C G. - n, I m 8'-8" CLG. n 8'-8" CLG. N m W U) N 0o I -6 WASHER -' CL °C z '` r� co �r I BOx Y11(960) DRYERD T x `h VEN L 2'-71" — — — SH 2 10'-2" a' rs�� 6'_82 � . I:_ 12'-g2" 5'-22' r cr \�2�'-511"XFERm ��N VX 4'_62„ GRILL XFER - '- GRILL HALL HALL BATH G c cV WH CV 2868 SC W/ SELF CLOSER cc 8'-8" CLG. r'8�, 8'-8" CLG. a z `P ' 5�_81�� 2 I 3 -92 °° m g 18'-10" I LAV g' BOLLARD PERV 3_ COMMUNITY 22 X 54 ; FOYER 00 i ATTIC ACCESS SPEC. c L 8'-8"CLG. cc .CL N 2 CAR GARAGE � �'c s ' v, -- --R&s =1N 1/2" CEILING BOARD ' ABOVE „ :h7 :.-. N 3'-21" 2" WALL BOARD ON `��s 6 GARAGE SIDE PROVIDE o INSULATION AS REQ'D g�6� 2'-4" rL 6'-8" XFER p 2" CONCRETE GRILL N CURB BEDROOM 3 8'-8" CLG. = ,----- -----------------------------------� o ENTRY T o 8'-8" CLG. T o 01 00 HB. HEA ER @ 7'-4' \\\\\\ O 16070 GARAGE DR. I "25 SH / (37"X63" EGRESS) I N 16'-0" 2'-0" 4'-4" 8'-4" 5'-0" 10 20'-0" 5'-4" 13'-4" 38'-8" um FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") -SIDED LCRYLIC SURROUND I LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED `COUNTERTOP R�n, 16" O.C. FOR 11 ZSVERHANGS GREATER THAN 10" F-2" MAX TOPPLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ IBD. PER SHOP DWGj iv WD.BASE MOLDING FINISH FLOOR FINISHj FLOOR III rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS Rn 4 R.n ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. LHOT E: TYP. WINDOW HEAD . AT 7'-4" U.N.O. w w wz0= O� I- W Q 0 p � F' W ❑ Q Z) W F- CC cn J W W ❑ lY Er cr_ zzzoW W Q Z IL m: a: _jc)000 Z)=ZtLU) �I-QZ❑ CZcz z,� Q o O Q 0 0 0 Z U 0 o a � O O O w w CL U z 0 a, A O rL IIX W O z Z o� uo O'Z aaaaa FLAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Awl I , u n z D z 11 w 0 FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" ,GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" rj--�WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 1 '-011 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 1'-0" 4" WIDE STUCCO BAND (+1) -- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") BLDG. HEIGHT ROOF SHINGLES PER 8'-O" '-0" COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 5 5 BAND (+1) p HEEL HIGHT M 4" WIDE STUCCO BAND (+1) fF ch E T.O. MASONRY r� T.O _WINDOW 4" WIDE STUCCO BAND(+1) F1 El � � i I 18 DECORATIVE _ 1 FOAM SHUTTERS CO F p 2'-0" STUCCO *25 SH BAND RETURN (V FIN. FLR� -- - - 16070 GARAGE DR. 3068 FRONT ELEVATION SCALE: 1/4"=1'-0" 22x34" SCALE: 1/8"=1'-0" �11"x17"3 12 5 12 ifl 5 CRICKET - PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r• �'; �:;:;.+.c.;'s.',."?: - •% x 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) It Lij 0J�=-W 0=— w z �01 LLIw > cr- 0 Ill I- j W Q W ED w cr- It �e01-Z odLL00C/) zzzF- j Q J w a 2 a -icn000 Z) Z ILL (A azo cz-cri n c coc n Q o 0 -Q Q U) O z O O OEM" V O 1-i > w (3' 0 w � a o 0-i w w M camommo U) m< Z F-w z 0 O a O_ ,,OC vI W 0 N 00 U) d a a a a- i �z 4� L JAN 18 2022 COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Am2 o I V; a 12 51 F--- z 12 51 r-- 12 51 12 5Fr----- LEFT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 12 ---715 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE '' "_.'�`•a�`t'�'.,9 BODY COLOR 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 REQUMEMENi'S & 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W wz0= O } �- ww >cr<0 W=)C)1- c)UWw Q�W�. 2 F- > � cr ir Ir Y 0 I- z ,�5LL0_0 z z z ~ Z J °C<a2- -0U ZLLW a?o n wo n Q o O � Q Q 004 0 0 0 0 1-1 O a) 0 M�■�1 0 � w 0 0-i w w w a a,U) ,Q i-w 0 IL O_ E U W cn O 4 m n zQaQQQ JAN 1 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Aw2.2 z n z O J z z D O x z z z O z O i z Q Z A J D O x Z L T L m z L z z r 7) z g C] ROOF PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 92 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 Ir w wZ0= O H w owCa0 p (AVwW a�W� 2 cc Q p Ir �e 0 1— Z odLLO_Ocn Z Z Z ~ Z J w O- 2 cc !L Z LL U) �Hazcz � n c c H � i Q it 0 0 0 O o a o O O w � a. U) N< f-w O a a A 0 a U) W 0 cn O� ro Izci QaQQQ c '.' JAN 18 2022 -COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Aw3 . I z :n z O J z z cc 0 06 U) z w w z F- cc w a O c a w F-- O 0 z Q z 0 I T.O. V T.O. N FIN. FOOTING PER FOUNDATION PLAN I BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1/4"=1'-0" ME GOOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW _ FIN. FLR. FOOTING PER FOUNDATION PLAN go W W Z O = O F>- - > Ir a 0 WC)I— u) 0 w aF->J p�Itcr- Y Q H z 06LL-00co z z z ~ Z W�¢2-� Wa=oCa �u)000 :D=ZLL.to �HQ?CZ g a O � �i a I- I i O I O O �e, U O O m � O 0 Owe Vl O � Z w"MEMO A a, IO z O a O_ F lz cn W 0 N O� Uo 1XZaaaaa JAN 1 $ 2022 COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 610 Of RELEASED: 1/17/22 SHEET AmB 91 z w U) z O U z w U) 0 z 3 0 ca U) z 5 IL w ch w - a 0 12 SEE ROOF 7__� PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. _ WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 'GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM - GYPSUM BOARD BOARD Z g 11 3 1/2" " GYPSUM w GARAGE � BOARD NICHE FOI ELECTRIC PANEL & WIRING cV ELECTRICAL M PANEL ELECTRIC PANEL N EXTERIOF 0o (° CMU BLO( WALL CONCRETE cv CONCRET CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) �SEEROOF 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 C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD, w/ALUM DRIP EDGE 1/2" (MIN.) J ---- CLG. BD. SOFFIT INSTALLED PER (8" TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLA4„ SPECS DRIVEWAY PER COMMUNITY SEE STRUCT PLANS ,„ LOLL S F E FIN. FL. rm�-ll FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION @) GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS • ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W } 2 IY uj O O H } >cc<0 wZ)oF-- c) :: L 1 Q = _W _ > J Er cr_ YOHz ,dILL O_Ovo z z Z ~ Z � Q J W a 2 a =Z�W �F-Qz0 cz ~ Z O �Z Fa- Z 0 O � om w 0 U) 0 LL� i� 0 w cn u a z 0 IL D A O_ ar W z Z O� � o Z aaaaa �N 1 g 2022 COMMUNITY: LINKS AT CALU A SPRINGS PLAN #slot RELEASED: 1/17/22 SHEET Aw(* . 2 O z A z Q 00 z z :n z g �y U z in "L" FLASHING SCALE: N.T.S. " VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB )R APPROVED EQUAL) 'THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT lOOF CEMENT oHINGLE ROOFING 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) �CCCLo W T FASCIA WRAP 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. L STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A ��1:1a O FOLD @ 77° FOLD INWARD @ PT CREASE @ PT. B CREASE @ PT. C STEP 2 EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL O FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE F r- �> -.� • '; v7 24 oll t AjO _ °• FLrQ�C IY W �00I- >o <0 W::)01- cc: Lu U) 5- w QOW�. 2 J IL c Y O H z �LL00cn zzzp:w cr-:5¢� J Lu cc O=ZLLU) H Q Z cz-� n cz � O Q d O U) 0 mi 0 � U w 0 � A 0 0) z 0 ft W 0 0 1-1 p 11 w a w a o� a w z 0 IL a A 0 U W 0 04 �o �z *70 QQQQQ D �r JAN 18 2022 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET GYP~ I z Q r �n z 5 3- A a z FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 2" PVC CONDUIT 2-2/0 COPPER COPPER OR 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. 111REAKER. fr 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 11 I I _4117 1 1 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 Al- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE VAPOR PROOF LIGHT FIXTURE 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 Q SMOKE DETECTOR tq TELEPHONE (OPTIONAL) Tv TELEVISION (OPTIONAL) 01 ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �1 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. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Cc W 2 lr Lu �00� WCQO >oLu wZ)01- c�UWw QZ)WF- _�;J 5,crIt �eQ�-Z ,S tL O U)zZZ�z _O lY-iQ�J W d.=cc2 �2ZO(U �F-QZCZ n Q' 0 � n �6 a o F- O -a a O O O ft �lld O O 0 O p w w U o� w w z O CL O_ r U) W C 0 r Ici aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Em I. "I Z cv: CV a FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") W } 2 � 0 0 � >owCa0 w�pl— U) 3: w Q W ~ _ Ir J cr Y O I- Z cL O O cn zZZ~z cr-w <M r cc a J 0 p O U Z)=ZIL(A H Q z p � n n 0 � c� o z �a O 0 o w z w a. a z O (J) a. a A 0 R a U) W 0 N 04 to o Z �aaaa COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED: 1/17/22 SHEET Poo I I . 0 0 MA50NR`I' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 14J* MIN. (1)COURSEMOND I Ls J+� MIN (1)I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL 6Rolrr 61ROUT - BOTTOM REINF. I ,, I PRECAST LINTEL w/ I ,. I PRECAST LINTEL w/ _--`mot- EMBEDDED REINF. EMBEDDED REINF. MB-I � MB-2 rr---T, __ I I ++- TOP COURSE, IF i L4J� TOP COURSE, IF I_4J I I I REOD PER ARLH. I L_ _I I READ PET2 ARCH. TOP WNF. OR GONE. CONT. BOND BEAM BOND BEAM REINF. REINF. AS READ 6ROUT 6ROI)T BOTTOM REINF. :,.... I w• I #fit- MB-3 BOTTOM REINF. PRECAST LINTEL W{--mot EDDED REINF. EMBWIN :-` MB-4 PRECAST LINTEL W EMBEDDED REINF. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 81`8-013/0T ----- ----- MB-2 8F8-IB/0T ----- (1) #5 M13-3 81`I6-113AT (1) #5 (1) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W/ 5PAN5 6REATER THAN 14'-O" 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 REINFORCEMENT SHALL BE GRADE 60, fy=60 ksi 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET L I BT INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LA13 PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN EN6INEERED 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 WALL5 TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD. • CONCRETE OE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN55 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A g5% 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 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G2-I0, TYPE 5. GMU OE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. 0 EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LIO ON EACH 510E OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • 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 LOGATEO AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN510E GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 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" SLAB) • JOINT5 SHALL BE LOCATED o 12-0" O.G. (REGOMMENOEO) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION BPECIPICATION5 (TYP. U.N.O.) DESCRIPTION OF 151-06. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24 o.c. NAILS 0 16 o.c. DOUBLE TOP PLATE LAP SPLICE g NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 1 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGINS OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT I ON 1(90q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR - 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT L15TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL 5HEATHIN6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W PI 2Y2"xO.131" NAILS @ 6" o.G. ALONG PANEL ED67B AND 12" o.C. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"x0.131" NAILS © 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32" PLYWOOD OR 05B FASTENED W/ 7 z"xO.131" NAIL5 0 6" O.G. AT ALL PANEL E1?6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W/ 3Y2"xO.131" NAILS ® I6"o.c. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAW065 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 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 OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32%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 P/a' THICK, APA RATED 5HEATHIN6 .2;�h EXPOSURE 105E OR PLYWOOD PER ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENIN6 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.g P5F 100 5QFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone is defined a5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pres5ure5 charted here are allowaable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/1( EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES W/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE 6LOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU65 BELOW W/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ 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 LEDGER FASTENED TO FRAMING W/(2) 3"4.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARING CONDITION CONNECTOR LE < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/7I-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • = = = = = BEARIN6 WALL ABOVE • BEAM / HEADER • - - - LOCATION AND EXTENT OF 5HEARWALL I: • ::::::: I EXTENT OF OVERFRAMING •---- -- --A -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 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 $ EXPOSURE A5 L15TED RISK GATE60RY II GENERAL FRAMING • 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 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 5TUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS i OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS d HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING 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 WALL5 W/ 1/16" 056 FASTENED W/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 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 P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROWS Y4"x_5'2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREW5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRJ55LOK 5(' REW5) o 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 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 -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/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., EXPO51JRE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"xO.131" NAILS o 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. ���eeeeeer seal: 0. `W h IiPt� c co ghfr O PY�g KULP, StructUPA42hyneering, Inc. az Z JFr W w Z Z W L J < m Z= .o aE� U � Q LUcn '� j J a to � Jz a' W O �CD Y 2 y Y.I m _ g N M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB DJR 01-142 REVISIONS: date: initial: W H 0 z J d H U sheet: SW0.0 _Q 0 J LL 0 0 f 0 I U- m 0 N 2 5D- 5 5D-1 12'-0" y2" GONG. SLAB ON 12 WIDE GONG. I c� I GRADE (2500 P51 TURNDOWN EXTENDED I I MIN) W/ 6x(b-W1.4xW1.4 MIN. 12" BELOW 6RADE I D- MESH OR FIBER MESH ON q5% GOMPAGTED I I FILL OR VIR61N SOIL. 2 I q I 2 HVAG 5D-I ( 5D-I y2" STEP 5D-1 I 5D-I UNIT 3 INEEM f 20811 6'-4" I I f f I (f FRENGH DOOR REGE55 f ( PER MANUFAGTURER5 • I p IN5TRUGTION I I I f I f ( I I I • •I I I I I I• I I f I i I I f f NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL I. I LOCATION DIMENSIONS. f o I I f o I I I I f f f I I • • I I I I I f f I I I • I I 1 f I11_4�� L__ — -----13y2" STEP- ---- -1 I i I • I I 4 41 4 I i SD -I SD -I i I I I 3 )12" STEP f I �I I• • I I 6ARA6E 5LAB: 5D-I I I 3 y2" GONG. SLAB ON 6RADE I f (2500 P51 MIN.) W/ 6x6-WI.4xWl.4 3 y2" 5TEP- - _ MESH OR FIBER MESH OVER 6 -...-.- _ -�- ._' • • • MIL. POLY ON q5q GOMPAGTED FILL OR VIRGIN SOIL. I 6 I • I 5D- I I • I cv I l o I W f Q-- I I I SD -I • 21--� 3 2 5D-I 5D-I 5D- 20'-0" le 2 5D- I• 0 0 r SLAB PLAN SCALE: I/4"=1'-0" (2244 SHEET) SCALE: 1/6"=1'-O" (110 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 • - ------INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES F seal�� , 7 8 4 t ., 4 3AT 0r •. s ,JAN*-�,,f ,$'2022 © cot`6LFMLP Structural Engineering, Inc. CD z _J W W LZ i z W Q � m � dF EE Z C3 lip tUJ E cn 5 =� O° E a Q. _J Z W C C 2 CO)m W C N y M n M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01..1 4-2 2 REVISIONS: date: initial: sheet: 4 0 O J J L` W Q ui � 0 z x (n z ¢ O U (L D �x a J J Fm i,,o a I t- p Is 4'-6" 5'-1 1/211 5'-0 1/211 61-411 31-011 41-61' 4'-211 MB—I I MB-1 MB-1 I"ID—J 90 I-0 II 161-011 I-0 II 20'-0'1 351-5 11 51-4 11 51-211 31-211 131-411 i !n p BLOCK PLAN. LEGEN17 • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- .7' 1 1: • ::::::: ► EXTENT OF OVERFRAMIN6 • -- - -- INDIGATE5 I/8" A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL DETA I L5 REINFORGEMENT MARK DE516NATION TOP 130TTOM 5HEAR REINFORCEMENT M13-1 8R3-OB/OT ----- ----- MB-2 SFb-16/OT ----- (1) #5 M13-3 8FI6-I5/IT (1) #5 (1) #5 M5-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE bO, fy=60 k51 b. ALL LINTEL5 5PECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. -I. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NW LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PECIFICATIONS FOR ADD'L INFO MIN 0) COURS&BOND C.OIIRSE/BOND t_4J i BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL 17M-6ROUT 6ROIJr BOTTOM REINF. A PRECAST LINTEL W/ � � PRECAST LINTEL W/ # EMBEDDED REINF. i�a EMBEDDED REINF. MB—I MB-2 t41— TOP COURSE, IF OU 1 t +-►-- TOP CRSE, IF t 1_4J + I m 1 1_4J I I I READ PER ARCH. REOP PER ARCH. t I -� TOP REINF. OR CONT. CONT' BM BEAM BOIL BEAM REINF. REINF. AS REQb 6ROUT 6ROUT _ BOTTOM REW BOTTOM REINF. '� PRECAST LINTEL W/ emBEDDED MW. I I PRECAST LINTEL w/ t� # i--�E -� E1.IHEDDED REINI'. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES sew, 7 >�2 � No ® OP -' PT © copyright: MULHER�& qu p Z022 Structural Engineering, Inc. z J� w w z c CD � z w a- J Q � Z= Q tea E t- 22 w °O E a j A J'= D CD z CD �W o 0c�cr�� y m Ih W 6 `" C C5 1a IV M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-14-2 2 REVISIONS: date: initial: sheet: V� a C a SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/6"= I'-0" (I IXI1 SHEET) F"200 0 Rr-Ap I AwAI i7pnpppn RPAMC�. OOH o LU LE6END • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARNALL 1:.::::::: 1 EXTENT OF OVERFRAMING -'_'_'_'J •--- --- - ------INDICATES I/8"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LIO BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAMIN6 • 5EE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYW000 SHEATHING 2%, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL EDGES 8 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERNI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 8 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/NOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 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 DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES Nfl T8 4 ?i '• T AT 0 •°. F pJWOye2022 © copyright: MULHERN & KULP Structural Engineering, Inc. 0 cU z MJ w w z N CD z r. w J a L � Q m Z= c, A d. n t m W ~ -� E =� Q m E > A a CD _.J'= Z W 10 �o e y W m _ g N C 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01-14-2 2 REVISIONS: date: initial: r--------i O I I I I � I I I I I I 0 tLL. /N W U V// N1 :�L c� Z (D 0 \ I U�I \ \ HIP GIRDER TRU55 I I HIP GIRDERTTRU55\ 4 5D-2 5D-2 � 1 HIP 61RDER TRU55 I I (51M.) I ~ O 'Q 4 LLM 0 U o p I / \ I SD-2 I ;< LL n O d \ 0 0' (0 O J J ROOF FRAMING PLAN SCALE: 1/4"=1'-0" (2204 SHEET) SCALE: 1/8"=1'-O" (IlxI 1 SHEET) sheet: Sm 1.3 FILLED GELL5 (5EE PLAN) vrucr�v� CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) :.; Wll GONG. OR PAVER 6ARA6E WALL z Q ° DRIVEWAY BEYOND a� 0 6RADE I I —III —III —I I I I I I I MI I 5LAB(5EE PLAN) Q �I 1=mI I aI I I=/-6ARA6E _II III II I-111_ I6"x8" THICKEN ED6E W/ (2) #5 GONT. THICKENED EDGE GARA&E DOOR DETAIL. scAW- WIS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL '—III—III- d I 1 MI v 8" WIDE GONT. GONG. CURB w 6ARA6E SLAB > F(5EE PLAN) ICI—ICI—I�1—I�1- °°•1111111111111�IIII- I I I I=l f i -(I) #5 DOWEL W/ 6" HOOK AT -1 ALL VERT. WALL REINF. 111-� I I I -I I= I I I i I' (5EE PLAN5 FOR LOCATION) I I, ;,III—III—III=1 _ GLEAN COMPACTED FILL o q5% WI PTH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 n GA:RAGE CURB DETAIL � SCAI.ei�rrs 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD HOUSE 5LAB 5ET IN 5EALANT (5EE PLAN) PORGH/PATIO/LANAI 5LA13 OR PAVERS (5EE PLAN5) _ d . °- PER MANUF. '=1 I M I I= cx Ed I I =. I I I —I 11=1 I I —_I I I_ -I I• 1—I '—I 11—I III — III I I I I— =1 a, I I '—I I I —1 Ij I-111—I 1 1 _`' ' I —I m III I I d I —III —III_ � W II I I III —III —III III- -I I1=111—III=I I-1' - MONOLITHIC III =1 I �= I I' FOUNDATION W/ (2) #5 GLEAN GOMPAGTED GONT ON GHAIR5 FILL o q5% 5TANDARD WI TH DEN51 TY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-V WIDE IN (2) #5 BAR5 EXTERIOR OUT5WING 4 5GD POURED SILLS DETAIL ' I=III- < . III== 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' i I I I III=1 I=III (=III- (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED 11, ; ,11111111111 I I I I I I I I I- ' FILL o q5% WI TH MONOLITHIG FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=00TI NG SECTION W/ BLOCK DETAIL 8 GMU BLOCK - BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN 5EALANT PAVERS (5EE PLAN5) J v m GLEAN COMPACTED` FILL o q5% STANDARD DEN5ITY AND TERMITE Tpr-ATpn R4.1 FI-FOIL OR EQUAL OVER %"' FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) • � ' III=1 � I=1 � 1= • � III I III —I I i—III—I —III —III —I � —I � I —I � I —I � I • a _ d ° II MEEIII—III- —III —III= MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 ELI RY DOOR DETAIL6 NT5 8"x8" THICKENED - 5LAB W/ (1) #5 GONT. PAT I O/PORGH/LANA 15LAB (5EE PLAN) e' a a • TH I GKENED EDGE DET� I L 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) zd.. a.. d • 1=1l1=_I I-1 I 1—I 1I- 1-1 —I 11-1 11=1 EXP JOINT —' III I I I I—III-111=1 ' 1 I=iTI-(I) #5 DOWEL W/ 6" HOOK AT 1 I=I 1= ALL VERT. WALL REINF. III=I I=1 I=1 I 111= (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED -� II I III III— 1i11 ,1 I FILL o q5% MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE VV/ (2) #5 BAR5 EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL Ate: IS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLT5 6" FROM EA. r1END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) LU 5TUD PLATE TIE5 PER a PT BOT. PLAN o 5TUD TOP 8 PLT. BOT. a 1L d d a'°a; an (2) #5'5 GONT. W/ „ 3" MIN. CLEAR all 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PECIFIGALLY NOTED ON PLAN. e-' GARACGE STEP DOWN DETAIL WAX: MS 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT GELL 50LID z< dJ O RAVE ' III=III=III=III= z I ' III=1011LI, _- PVG CHASESLEEVE TO BE � I I I°.1TWICE THE DIAMETER OF 11_I =-_ =III—I1 �oTEGTED PIPE CLEAN COMPACTED =III.-1i FILL o q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 CONT. ON GHAIR5 :��2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 GH,�SE DET� I L d e " "III —I �a I I-111_ R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOU5E 5LAB (5EE PLAN) seal:�; �P4 $ a No Of- nF< JAN 2(1122 © copyright: MULHERN & KULP Structural Engineering, Inc. oCM Z JFr w = Z \/ CD � �- z i � Uj J + N Z I— ag C..) 4 cm Se pC UjH r13 c ca M mE J� ao Z W 0 Y y W 2 m _ cv cc ch a M&K project number: 068-2001 1 project mgr: J s B drawn by: DJ R issue date: 0 `[ ..1 4-2 2 REVISIONS: date: initial: sheet: 4 O LL jd 12 U) O z a O � a oQ 0) Y F- Q J J W&M WS S Do,, 1 FA5TEN ROOF SHEATHING TO FA5GIA WITH 2 3/9"x0.113" RING SHANK NAILS ® 6" O.G. wLU in 2xb FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8 REINF. GMU HALL - -5EE PLAN FOR VERT. I HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TR65 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. ( ` VERT WALL REINF. TO j EXTEND INTO BOND BEAM &E, ALE: 3/4'=CTION 5EE UPLIFT CONNECTOR - 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATIONS 8" GMU BOND BEAM - W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 n TRU55 OVERFRAMIN6 PER PLAN ROOF TRU55E5 PER PLAN - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 20 SECTION SCALE: S/4'=I'-0' 2x6x12" OR Ck OF OPENING 2XSXI2 P.T. CENTER BUCK�� 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENING -VERIFY CONN. REQ'MT N/ DOOR MANUFACTURER PROVIDE (5) %' DIA. J-BOLT H/ 5-Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE IY2"Al(b" THICK WA5HER H/ EACH ANCHOR (15T BOLT TO BE 8' MAX ABV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) START BOLT5 AFTER 6ARA6E CURB (8' MAX) K GARAGE DOOR BUCK DETAIL SCALE: NT5 PROVIDE 50LID SHIM BETW'N TRU55 t CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %NO.113" RING SHANK NAILS ® 6" O.G. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2xb FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL N/ 24" LE65 SECTION 3 SCALE: a/4'=1'-0" VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I GAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.5. BOND -BEAM - __—GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL L SCALE: Nr5 TRIFLE WINDOW 51M. PROVIDE SOLID SHIM BETH'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAIL5 ® b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. WW HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKING N/ 2 Y2"xO.13►" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 P RETRO� I T DETAIL SCALE: 3/4"=1'-0" SECTION 'Q' SCALE: si4"=r-0' ALL LAP5 IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL RE I NrORG I NG DETAIL SCALE: NM 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU N/ 51MP50N M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT 13LOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY FA5TENED TO GMU H/ (3) y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRU55E5 N/ (2) 3 Y4"xO.131" NAILS ® EA. END. TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF <TEND INTO BEAM ROOF TRU5 -5EE PLAN (2)3 Y2'xO.131" 8" GMU BOND BEAM Ni (1) #5 BARS GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER i 5HANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FA5TENED TO BOND BM. N/Y4" VIA. x 3v4" TAPGON (2)3 Y2"xO.131" VERT HALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: 9/4'=1'-0' NOTE-5: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF HINDOH/DOOR, FASTEN BUCK TO MASONRY H/ (1) ROW OF %,'x4" TAPGON5 6" FROM END5 AND 16" O.G. MAX. TAPGON5 TO BE i Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHER5 IN THI5 GA5E. 3. ADDITIONAL 2X HOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROH5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUCK W/ (2) ROH5 OF 2 y"x0.131" NAIL5 ® 16" O.G. FA5TEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. W I NDOW/DOOR BUCK DETAIL H SCALE: NTS A NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAIL5 FOR ADDITIONAL 3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN IN5TRUGTION5. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOGATED PER PLAN DRILL 6" INTO EX15T'6 I IN 61ROUTED CELL SLAB, EPDXY d DRIVE I I < #5 DOWEL, PROVIDE MIN. I - 30" LAP SPLICE I I I O — I I .. ': 9 4 . i a " III —III —III —I 6RADE —III I I —I I El I —I I —III_ _ ' -I I I —I I I —I _ —I 15'' °d —I I I —I I I —I 11 1 I. =1 I —I I=ITI—III 1=1 11=1 I I ' �A°—�1 I —I I —I III —I 1I- MISSED DOWEL RETROFIT DETAIL SCALE: NTS SIM. s CMU STEM FOR DROFFED 6RADE 4xb P.T. P05T PROVIDE (I) 51MP50N L5TAI8 5TRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 5/4'=1'-0" LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. se�+P�o 4 N -O °• AT 0 , •° © copyright : t1A1 %iLn 6 �^A St ((�� Er�jm�len lir[ a� Z JF= w LU cD z w oa.. J Q .a H � c UJ � � m y m =J E a ;. JI- s Z o W Y p o y m _ W 8 N C ch o. ONION M&K project number: 068-200 T 1 project mgr: J S B drawn by: DJ R issue date: 0 `j -1 4-2 2 REVISIONS: date: sheet: initial: �P-4 q qit a 0 0 J LL � z a z d O U IL oQ D Q �x J J SDW2 W L 0 a 4 PERMANENT ROOF TRU55 BRACING NOTE5: (51N6LE FAMILY HOME OR TOWNHOUSE CON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (0651) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLING, RESTRAINING b BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGI%: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MIK FOR BRACING DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED 6AB. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTICAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. T' OR V BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-53 FI6URE5 53-18 3 B3-IQ). SHOP APPLIED REINFORCEMENT PER BG51-63 FI6URE5 B3-22 d BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE NEBNERTICAL MEMBER. • 'L' d T' REINFORCING TO BE A MINIMUM OF 40% OF THE LENGTH OF THE VEWERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.13lx3 l/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: HHEN THREE (3) OR MORE 51MILARLY GONF16URED ROOF TRU55E5 AL16N, GONTINUOU5 ROH5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR TBRAGE5. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROH5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU% GOMPRE-55ION VEB w/ (2) 16d 64M NAIL5 (0.1310 1/2"). • GONTINUOUS LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGI% (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRACING 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRACING AT VERTICAL hEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END HALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS 0 51DE OF HEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 A ROOF 5HEATHIN6 GOMPRE- 510N VEB (5LOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE 0 (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU65 5HOP DRAHIN65 FOR LOGATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REO V FOR STRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGRO% MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN 6HB GEILIN6 5EGTION B-B KMware ren+ov 1 0) at Motes RKLAR nWW5 ARE eROXW WEB MEMBER REQUIRING B 13RAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK 2x 5TRONG3AGK5 MAY BE (NOT REQb FOR INSTALLED FOR CONSTRUCTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REO V FOR STRUCTURE) DIREGT-APPLIED PLYWD/05B DIRECt-APPLIED —J / \-'L' OR T' BRACING 6WB GEILIN6 WEB5 DE516NATED BY TRU55 MANUR TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRAG I NG DETAILS 4 NOTES SCALE: NONE 17IREGT APPLIED CANLINS COMPONENT J Ll � GLADDIN6 PRE55URE ZONE5 Gomponent5 $ Gladding Wind Pressures UP TO 140 MPH Wind Zone Exp. B, R115k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE550RE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 200 TO 21" 2e +14A -36.8 O +14A -36.8 OI +14A -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (GABLE) 20• TO 210 O +14A -45.1 O +14A -53.6 O +21.2 -221 WALLS O 1+21.2 1 -28.3 NOTE:Pressures charted here are allowable pressures and are permitted to be converted per A5GE 7-16 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 case scenario of IO psf (eff. area). ReFer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. �. 4 No ' AT O e01 © copyright : MULHERN 1 2022 structural Engineering, Inc. oZ _! w W Z CD Z wQ oa.. J .a Z= a� F— � U_ �Q C E W� t� M ::3� °O E 3: ;. J~ aCD Z 0o y m �h W C N C ch a MW project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01-1 A"-22 2 REVISIONS: ■ date: initial: ■ (n O d W ui Q O z J � (Lj�, (� 1U)7 d � Z O d C� o z J J sheet: PBSBml F, c(63 60 fe� v c