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HomeMy WebLinkAbout6753 Shelby Lynn WayABBREVIA'T'IONS 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 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 CE CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB )vnanla IJTM C c) m r),,i4 n 1p,s, 90 Matawan Road —Hf- Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "A" 6753 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 028 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREATABULATION. �N O 1 ST FLR A/C 1,830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL UR F2403 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS I ca ° vp 44 - ON NIclac N j� h�q j 4 Sb t �ahs Barg 4% �N% iaztn Q o r O it o-a� a` ' ° w Lu z 0 >_ >�Q0 woF- C/) ¢=W1- >� Y 0 I- z �LLO_Oco zzzF_w CC J Q J W �U) 0Q =zLLcn azo F- 0 C6 o w w a ux Oi p..�1 U) z m r••r 00 w 0 MONO 0 I..� O U Im z 0 D A O_ U w 0 U O Lu rn G 73824� ° s ° � R STATE OF O AL COMI I : LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET cs I i GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A 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 OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS:5. 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 EQUIPPED MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. 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 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION 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 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS 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 If. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 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 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 ARE LOCATED RE THAN INCHES 7 2 MM MEASURED STAIRS, RAMPS AND LANDINGS, THATE OC MORE 30 C S (6 ) 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 TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. E KNOWLEDGE. WINDOW PENING CONTROL DEVICES WITHOUT THE USE OF KEYS TOOLS OR SPECIALO �THE EXCEPTIONS: 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 I 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: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER 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. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF STAIR T NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR /BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES TAD FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ) 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. 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) I MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET THE TIME OF APPLICATION FOR PERMIT. 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 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPEE CTION, 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 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AT WALL AND ROOF INTERSECTIONS. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM, THESE PANS SHALL BE INSTALLED IN ACCORDANCE L6. WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W cl �-_CC Wz0� w�z0 >OCQO W o 2 W aCWg CC °tSzZ�W J Q --� W (L 2 cr 0- U) C) 0 Q Z=ZLLW < N C n Q U) 0 w 0 p Z j� V O a) co cq W W O z O a D A O F- G. Ix Ld 0 Z O� ul U) O Z as �♦�� - 4- No 77824 @ t e t STATE OF t ♦ f - G LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET CS2 co 0 z fr 0 06 U) z J d w w F- _z W F- 0 CC Ir w O cr w F- O 0 z F- 0 5= IL 0 0 W vJ w Ir J W w CL x w W w 2 0 z g z z 0 �1_ 16'-811 12'-0" 10'-011 6" 11'-0" 611 /l d STUCCO WRAPPED ' ----BEAM @T-8" ---- 2 p STUCCO WRAPPED p A5.1 W . 4X6 POSTS w ao co a 3 u LANAI u I Ov Q 8'-8" CLG. Ov Q ' - - O O o0 ? m MOISTURE RESISTANT j m O DRYWALL CEILING '- 61_011 I 1 41_811 91_411 81_511 ((�J 35 S H (53"x63") EGRESS 6068 SGD TEMP. 35 SH 2868 ON 3'-8'1 XFER 15'-211 GRILL rV�, 18'-611 HB. BRK OWNERS AHU ON RETURN AIR GRILLE 0 0 _ SUITE 30TAFDF 1 - GREAT 'rIN '-V 8'-8" CLG. co -1 �H ROOM r r 8'-8" CLG. 00 MECH ADD 7/16" OSB TO MECH. CLOSET% '- �a rIN 12- SH CEILING FOR FIRE 51_1 111 DRAFT STOP 2 co PTRY 3-SIDED ACRYLIC �'8 - r I i X� -1 ��} SURROUND �1N 68 �1a i i cp O m N C� (;7' I M 2,-O„ 36"x60" ACRYLIC00 31_31 4'-11 t1 2'_011 `, i i 8'-8" 3211 SHWR PAN 0. 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L ABOVE N 1/2" WALL BOARD ON �68 3 GARAGE SIDE PROVIDE _ INSULATION AS REQ'D prod "' o XFER 2'-4"6 -811 O 1 2" CONCRETE GRILL N CURB BEDROOM 3 0 ENTRY � 8'-8" CLG. - 8'-8" CLG. 0i 00 121_0" HB. i �'\``� i HEA ER @ T 4" '16070 GARAGE DR. �`� i '25 SH ' (37"X63" EGRESS) 21_011 161_011 I 21_011 41_4" 1_ 11 81_411 51_OII CV Ite 20'-0" 5'-411 13'-4" 38'_8" ME FIRST FLOOR PLAN LEGEND SYMBOLS I n BUILDING/WALL SECTION Sift MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED ��` PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED na 16" O.C. FOR VOUNTERTOP VERHANGS GREATER THAN 10" i' 2" MAx TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS _ ; BD. PER SHOP DWG N WD.BASE MOLDING FINISH FLOOR SH F OOR� rSUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. !r LLJ 0 J I— W Wz0m wIz0 > m < 0 W:DoF- � U W Lu Q = W 2 cc Z)ir�cc °tSZZPW i Q Z W a- _ � CL �U)00Q �2zLLU) �i-Q?0 O H Z O O O 4 a U 0 o 0 00 wi O U) w W-j I ON" z 0 a :3 in I rL w W G c Z 04 ui r C mZ a o0.� :® e 77824 1 LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET A` A m O z m p 06 m z g w m w z _ w 0- 0 m IL _ w H O p z _ C7 a. LLZI J u, _ CL X W Lo w 2 O _ z z z 0 .. SCALE: 1 /4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" 1 1_011 REAR ELEVATION SCALE: 1 /4"=1'-0" STUCCO ROOF SHINGLES PER COMMUNITY SPECS (TYP.) PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH '';r' t'"'.. •:,:. ,..;>.: 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) BLDG. HEIGHT 12 ROOF SHINGLES PER 12 COMMUNITY SPECS 5 (TYP.) ROOF SHINGLES PER 5 F-- 12 COMMUNITY SPECS (TYP.) 5 4" WIDE STUCCO 8" WIDE STUCCO BAND (+1) BAND (+1) - T.O. MASONRY CrAco INW r WIN DOW NDOW - - T 18" DECORATIVE E71 II FOAM SHUTTERS Ll���� Imo. i 4 WIDE STUCCO oo BAND (+1) ap 4"WIDE STUCCO Ell;��o BAND (+1) 1 *25 SH 1 o — FIN_FLR. J� 16070 GARAGE DR. 3068 FRONT ELEVATION a i SCALE: 1 /4"=1'-011 IY W uj �00�- >o ao wZ)oF— U) U W Lu QZ)wF- _ F- � -J 5 = Ir G. adOz0W Z ui J Q Z> W IL 2 Ir L- �c/)pOU �IzLLc/) �F—QZD CZ Q OR n O � Q Q cn z 0 o "No o > 0 u w 0 1-j 0� a) < 00 w o � cd 0 0-i x z f-" 0 z 0 a Ot-L U cn W N o N Q J zV Z 0 t O a ! Q o 7782 q,, e � 4 . : gam, STATE OF -u ff�d�� AL CO : LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET A2. 1 12 5 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 RIGHT ELEVATION SCALE: 1 /4"=1'-0" *25 SH 35 SH 12 —==�1 5 12 —===fl 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) ROOF SHINGLES PER COMMUNITY SPECS (TYP. ) 12 5 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) w �o °� >OWC¢O WZ�F- U) w cr- Ir YQI-Z ,6 LL O U) _O zzzF: J Q LLI n J =ZLLU) H ¢ z 0- N ^I Q o O H U) o Z o O U O � w o� j co w N o W � A O U) z O C^ A O U w .-- cv N ❑ 00 O J z Z O in o No 77824 i e e °. STATE OF a GO mu LINKS AT CALUSA SPRINGS ! PLAN # 6101 RELEASED: 7/13/21 SHEET t A2.2 r ROOF PLAN SCALE: 1 /4"=V-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. 1N. 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 SS2 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 $0. IN. / LF. 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 IY w >_ _ CC 0 0 1- 5;cc<o w:Dol- U)vwo _Er > J cr Ir Y 0 - z LL00C/) zzzF-z � J Q J w _ �c/)000 �=ZLLU) �I-4z� zz n Q O ~ Z O � Q Q O O � a 0 LLO 0° o 00 O o � O z O a A O w cn W z Z 08 r o � Z a r No 77824 a � a �a ®. O STATE Oq r s r s a OBRI1111t.D€.� 6PAt- COM � LINKS AT CALUSA SPRINGS PLAN #6101 RELEASED: 7/13/21 SHEET A3,o I .'f�i,. ,)l:i ktu;' a,t,. rB!'�, V v FOOTING PER FOUNDATION PLAN 2 A5.1 BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" m ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL k��I9I9" FIN. FLR. FOOTING PER FOUNDATION PLAN d' n ll rr W rr 0 0 >oWC¢0 W❑I-- U W 0 � Q _W ~ _ rrJ ❑ rr Y 0 z ,S LL O O cn Lu Z Z Z ~ Z_ w Q W Q J tZ =LL zu_) �F—Qz❑ O � Q Q C. U) O Z O 0 0 U u "i O W � 0 W O Z A 0 mi ONE" ::) 1.0 O CL O_ 4d 0 cc �w Z O� �o ° a\ ° 0 7782/4,L � e e , a e S FATE OF a a o xt COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET AS. I 12 SEE ROOF 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 4 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM BOARD z 11/2" Lu GARAGE n- 1 r CV M ELECTRICAL PANEL co CONCRETE `\l `CURB REFER / TO PLANS GRADE 1 GYPSUM BOARD �' GYP, BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL PANEL EXTERIOR— CMU BLOCK WALL CONCRETE — CURB REFER 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. OL 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 (a" TYPE 'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALLOPE DRIVEWAY PER COMMUNITY SEE STRUCT4" SPECS PLANSOIL 0'-0" SLOPE FIN. FL. =j `—FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS win 0 ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" T.O. M z IL T_ LL CL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W 2 cr- Lu Zt00i­- > m < 0 W:DC)F— U U W Lu J a F- > II= Ir cc �e 0 z ,d LL- O O Cn p:z zzz i Q J W _3U)o0U Z2zU-U) �f—QZ� ri N ccG O g� I— 0 i i I I 0 0 � i I UI U i z 0 0� f i omw co U Mono w a U) c L L L z F c 0 a ` c c c C L c L z O_ c F � C w 0 L c C 0 0 0 u tn Oc F C H 77, ®�,Es°� ;ids^ No 77824 1 C U STATE OF �• A'hi � Comm ; LL LINKS AT CALUSA a SPRINGS CL PLAN #610i LL RELEASED: 7/13/21 LL 2 SHEET C z a a A5*2 z Y Lo TT "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF 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. WOOG 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 TO 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 z ROOF/WALL SCREED CL 00 5X5 WALL FLASHING r KICK -OUT FLASHING (SEE DTL. BELOW) w FELT UNDERLAYMENT L 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 0 FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 01 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W i-_rr � 0 >. > OC <C O LU C) I — CC cnUWw Q = W H _ > J It CC cr_ �101—z �U-OOcn zzz=z cc i Q 2 J LLJ d _ _3U) 0Q �2zLL.cn � P < ��u O O � i O O [L 00 CAI �, w O w A f O ` a A i c L oF F U) w L] c L c C L c c L c o La c c `- cn wzac q `aa♦ ♦ No 77824 r 9 r s () a ik r �s r a Ta^+tl E OF r W as �� f^-®TO?{�'� ♦♦p CONNUNIM LINKS AT CALUSA a SPRINGS j PLAN # 6101 u RELEASED: 7/13/21 u SHEET c L C GYP l z n z z i, R: I r rl E FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER OR COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE TO I I I I ELECTRICAL RISER NOT TO SCALE FolfaiMMI&M ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET F GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH -¢- KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE +l.c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUSTFAN g EXHAUST FAN/LIGHT COMBINATION off CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir W i- == �00i­- >OWC¢0 WC)I— U w 0 � W Q = ~ _ > J �crccx �0 --Z �LLo_o� z z Lu z F- Z_ = i Q J - W aCQ z O _W �I-QZ� N � � n Q o O � Q Q O O O O L) O J O mi m� U a) 00 u LL.W 0mi w z O O_ cn w L1 cn Od c o wZaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/21 SHEET E• LO Itt SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" m w rr LU �0>- >oCQO w::)01- Ci-- w � < I— �< D��� Y 0 1- Z ,d LL O _O U) Z Z Z ~ Z w-j<2 1 w d = cr I 0 U) 0 Ow _Q m Q Z 0 2 A c FF O g� fa- z 0 0 O O �N V z O w Im z 00 wa o a o 1.0 0 (L A Z 0 E a U w I I I U) Z La I I li r wZ aaaaa I i i I I I I I I COMMUNITY: J LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/13/2.1 SHEET I PI.I r MA50NRY LINTEL A55EM15L I E5 5EE 50HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO 1 L4J MIN. (1) G0UR5E/B0N0 i L4J- MIN. (1) C.OUR5E/BOND I I BEAM ABOVE LINTEL 1 i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. a PRECAST LINTEL w/ I I PREGA5T LINTEL W z EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 L4�i-I- TOP GOURSE, IF I ice- TOP COURSE, IF m I L4J 1 I I READ PER ARCH. I 1 REQb PER ARCH. TOP REINF. OR CANT. GONT. BOND BEAM BOND BEAM REINF. z REINF. AS REOD z 6ROUT • GROUT `r . BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL W EMBEDDED REINF. PRECAST LINTEL W'�-�-�-�- EMBEDDED REINF. MB-3 � ry MB-4 MA50NRY LINTEL :7ETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OB/OT ----- ----- MB-2 8F&-I13/OT ----- (1) #5 M5-3 8FI6-I5/IT (1) #5 (I) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REGURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, f y=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET L 15T I NI�EX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB NITHY4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE � FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • ElREINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL 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 GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENINC75 AND AT ALL WALL GORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (AS 5HONN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB EDGES, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (5) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015TBLK'G. (3) NAILS ® 4" o.c. (5) NAILS ® 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c,.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.G. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24 o.G. NAILS ® 16 o.c. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 1 INTERSECTING HALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGTI ON 16 Oq) LATERAL DES16N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED i EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G ENT = ENGL05ED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL 5HEATH I N6 5PEG 11= I GATI ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2/2'IxO.131" NAIL @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED N/ P3 2/2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 1211 o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2V2"x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.G. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARNALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELON OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADO'L WALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARNALL5. 1. 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 OPENING5 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 SO LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33/16 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQU I RED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL /32" THICK, APA RATED 5HEATHIN6 .2�'6 EXPOSURE I 05B OR PLYWOOD PEf ACCORDANCE WITH THE UL DE516NS SPECIFIED. Window i Door AlIoNable Wind Pressures 40 MPH Wind Zone Ex osure B®° OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.1 PSF +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P51F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 PSF +20.2 P5F/-26.4 P5F 50 5QFT. +lq.O P5F/-20.8 PSF +Iq.O P5F/-23.q P5F 100 5QFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PSF/-11.6 P5F +15.8 P5F/-11.6 PSF (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pre55ure5 charted here are allowable pressures and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult, pressures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 2416, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/6"0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END & DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING 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 i SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I FOET CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 5IMP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH 61. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51CYN THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r-. -. 7.7. .771 I: :I EXTENT OF OVERFRAMIN6 •- - - INDICATES 1/8"A" SAW CUT CONTROL JOINT MINDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. 6ENERAL 5TRUGTURAL NOTE5 • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING IS BA5ED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE5161\1 LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 � DECKS) = 30 P5F @ SLEEPING AREAS = 50 PSF @ 6ARA6E = 200 # POINT LOAD @ GUARD5/HANDRAIL5 = 50 P51F @ GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED RISK CATEGORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x SPF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 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 i HEADERS N/ 5-RON5 OF 3"x0.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS © 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B FASTENED w/ 212"xO.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING 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=2.0x10^6 psi • FOR 2 a 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"x0.131" NAILS g 8" OIG OR 2 RON5Y4"x3Y2" 5IMP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) a 16" O/G, USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP a BOTTOM NAIL56GREN5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RONS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" 5IMP50N 505 5GREN5 (OR 6 5/4" TRU55LOK 5GREN5) @ 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPCON5 ® 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55ES SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANKERS SHALL BE SPECIFIED BY I -JO 15T /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 SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS.. TYPICAL STAIR CONSTRUCTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLIGABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 5IMP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (5) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLIGABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREAD5. • SEE STAIR FRAMING SEGTION FOR MORE INFO. seal: y +� as 7,4 a 6 +$ STATE OF ff ,�J © copyrights P }} \\'�! Stru aa�clglnc, acD z JR W W z Z W J a ZF- U W00 x J _J F- z W CA W oc l a� • Q c M m � aA o Y o co m` L6 0 N M C. M&K project number: 068-2001 1 project mgr: drawn by, issue date: .JSB BC 07-07-21 REVISIONS: date: initial: sheet: 08 2021 J LL z x IL U) d J 00 V 'd � 0 z J J SM0.0 I• 0 N 21_011 D • LANAI SLAB: _� I 3 Y2" GONG. SLAB ON 12 WIDE GONG. I c� GRADE (2500 P51 TURNDOWN EXTENDED MIN.) w/ 6x6—W1.4xW1.4 MIN. 12" BELOW 6RADE I LU a I MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N SOIL. I I 7 q 5D— I I 5D— I �� H NAG 3 Y2 STEP IT 2 I I� 1 5.6.DI. REGESS PER MANUFAGTURER5 • I IN5TRUGTION 2 I f ( •I I E I I. I I I • NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. s 1 ' I I• • I I 13Y2" STEP------ . t 4 4 I 5D— I 5D— I I 5 3 Y2" STEP I 5D— I I 6ARA6E SLAB: I SD —I 3 Y2" GONG. SLAB ON 6RADE L (2500 PSI MIN.) w/ 6xb—WI.4xNI.4 3 Y2" STEP a.,. .m.... A_ R..., MESH OR FIBER MESH OVER 6 a. Aa„ a • MIL. POLY ON q5% COMPACTED FILL OR VIR61N SOIL. I 6 • I I 5D—I I LU P;�_ N I I _' I 5 l—--------------- 5D-1 0 20'-0" i 2 5D— I 2 5D— I • _6 0 0 0 r— LE6ENP • ® INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: : I EXTENT OF OVERFRAMIN6 o...... —INDIGATE5 I/8"A" SAW GUT CONTROL JOINT lNDIGATE5 LOCATION OF REINFORCED GMU GORE UJ (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: \\\\It6aff.- . TM 24 .... >m. a ,,... 9 © copy�yfgf�t , "ct'� �J(l10 ��\\ "f��c�p ► ���ng, Inc. az Z _J FC w w z o C z w J N Z= W:2 C/7 ' S j >E 4 A, JZ -2o W to op Oco y m U� W C N = M c. IV M&K project number: 068-2001 1 project mgr: .J,SB drawn by: BC issue date: 07-07-2 `I REVISIONS; date: initial: sheet: JUL 0 d 12 0 J Ll.. C] z a 0 n z d O � a � oo ZD L1 F Y J J SCALE: 1/4'*'-0" (22x34 SHEET) SCALE: I/8"=1'—O" (110 SHEET) FAo 1 4, 0 I T- I T— -A 1 1 1 1 r., 6'-0" le 4'-611 5'-1 1/2" Le 5'-01/211 v 6'-211 v 3'-211 v 4'-611 4'-2'1 oe MB—I I I I MB-1 I I MB-1 1-011 1 / 1-011 1-011 5,-211 3,-211 51-011 10, 20 1-011 51- �ji 11 131- ij`T 11 381-GL II i in Ell BLOCK PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: I/8"=1'-0" (110 SHEET) • ® INTERIOR BEARING WALL • c - - - BEARIN6 WALL ABOVE • BEAM / HEADER • ` LOCATION AND EXTENT OF 5HEARWALL • I: • : * :.::: I EXTENT OF OVERFRAMING �*. —,J • - w' - '------INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL I;�ETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT MB-I 8Fb-OBIOT ----- ----- MB-2 8F5-I5/0T ----- (1) #5 MB-3 5FI6-I13/IT (1) #5 (1) #5 M13-4 SRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM 5EARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55EID LINTEL5. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EM5L I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4J— MIN. (1) GOUR5E/BOND i L4J— MIN. (1) GOUR5E/BOND 1 1 BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT 4:,, BOTTOM REINF. � PREGA5T LINTEL W PREGAST LINTEL w/ z 4--T—EMBEDDED REINF. �--�EMBEDDED REINF. MB-1 MB-2 rr---n rT`11 i i '++— TOP COURSE, IF TOP GOUR5E, IF 1 L4J I m I L4J 1 1 I REOV PER ARCH. 1 1 REOb PER ARCH. L - -J TOP REINF. OR GONT. GENT. BOND BEAM BOND BEAM REINF. REINF. AS REOb GROUT GROUT `T = BOTTOM REINF. ' BOTTOM REINF. --- PREGA5T LINTEL W g PREGA5T LINTEL W sit EMBEDDED REINF. �--� EMBEDDED REW MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal: *,, p9 No 7782�_ -e �F 0 CC -� © copyright; MUCHftA"lf��il� Structural Engineering, Inc. CCD z w uJ Z o CD z M w < 0- J N Q Z= .n U A d 4 cc LU� C� = 'S °s 'S j T J m i Q J Z Q � W p -0 CD Y o cctt�� Cam W �h N M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 07-07-'2 `I REVISIONS: date: initial: d C� a 0 LLJ z Ca a Z O n d � a' z U � 0 coQ a N LQ z m Q J J sheet: Fm2.0 REAR LANAI DROPPED BEAMS: (2)2xl2 vVY2" OSB/PLYWOOD n-rwio ni ter_ /-rvn �c � l FASTEN DROPPED BEAMS TO r7/1GTG D=D rlTl I I /(m ') -) ) DROPPED BEAM o w o +�0 \ \ / I'LLI ED I HIP 61 RDER TRUSS � IQ LU 20 D- I_ I S SD-2 D 2 Io Q 5I MPSON HUG412 FASTENED — — — — — — — — — — — — — — BACK TO GMU BLOCK N/ SIMPSON TITEN SCREWS 4x6 POST N/ 5I MPSON ABA46Z BASE w I (TYP. OF 2) w — — — — I v I MAINTAIN 24" O.G. SPAGIN6 OVER MEGH. CLOSET \ \ HIP 61 RDER TRUSS / / I ------ I o -------, I I I I I I I I ® I I I \ / UU I I -------------- I I I I SD-2 --- I I I I I I SD-2 I I I I I I // \ I C I \ I >o c I o \ HIP 61RDER \ TRUSS I \ \ I t HIP 61 RDER TRU55 \ \ "qw IN t v LEGEND unnnnn - � - : • • • = = = = = BEARING WALL ABOVE • BEAM / HEADER • m � m LOCATION AND EXTENT OF 5HEARNALL EXTENT OF OVERFRAMIN6 • - .,.- -----------INDIGATE5 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. R00� �RAMING PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/5'*'-0" (110 SHEET) ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN, 05B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/6"&113" RING SHANK NAILS (RSR5-01 OR E(RUIV.) @ 6" O.G. AT PANEL EDGES $ 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS 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, UNLE55 OTHERNISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BGSI 1 "GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING BRACING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS @ 16" O.G. I F-7 GONNEG70R5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H25T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETA16 FLUSH G.T. BRG. ON GMU NALL 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 DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOAD5 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES sealWtcFry ., i '• €,'CATS OF 0 ©c pY9�66l�1.K���.�e\ Stru tu�raa�Engineering, Inc. aCD z .J 7 W w Z C c� M z w J CD CD Q -0 z as U � Q UJ a� VD ' 5 j J M =a D JZ V CD y o y M L6 W o N C M Q IV 7 M&K project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: JUL 0 8 z d J Q.. LL 0 0 sheet: 'Q 1� 0 —J LL, W � z 0 (L LQ z d O � a 00a Q J J Sm 1.3 FILLED CELLS (SEE PLAN) vnrct�vc @ CORNER 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID 1-7 GONG. OR PAVER I DRIVEWAY j- GARAGE WALL z BEYOND I � m 4 /-6ARSLAB (SEE PLAN) (SEE PLAN) Q° a .. .e. d 16"x8" THIGKEN E06E W/ (2) #5 CONT. THICKENED EDGE @ GARA 6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. IM, GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL /�n GARAGE SLABMIN. 30" GROUT CELL (SEE PLAN) 5OL11 d III —III III —III o GRADE I_I I —III —III —I —I 11=1 I I —I I I I—] I Ml 11=1 1I- -III-i- -1I— lid-(I) #5 DOWEL W/ 6" HOOK AT -i i 1-11-i ALL VERT, WALL REINF. - 1-� (SEE PLANS FOR LOCATION) GLEAN COMPACTED-` ' ' I =1 I I= I ' ' FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY I W/ (2) #5 GONT. ON CHAIRS �2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS GA�RA�GE CURB DETA� I L 5 SCALE: NTS d GRADE III=1 Q �IIIc�111�111° °. ° � 1 �IIIIII�_ R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) =III- ' �° . I I I=1 rl= (1) #5 DOWEL W/ 6" HOOK AT III -_I ALL VERT. WALL REINF. PLANS FOR LOCATION) GLEAN GOMPAGTED =„ I I I l I -I 1 I i I I- -III..-1 FILL 0 g5XO MONOLITHIC FOUNDATION STANDARD DEN5ITY WI PTH H/ (2) #5 GONT. ON GHAIR5 �2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS POOTI NCG 5EC7I ON W/ BLOCK DETA I L SCALE: NTS 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) 1 GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) ° d III —III —III- ° III —III —III —I s I11=1II—III—III: f- ` d ° III=III—III- II—III—II1- III -III - MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ��TRY DOOR DETA� I L NT5 PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. (D]:HICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTC. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) - d d . ° e ° ° d °d.a L `a IIIIIIII 1) #5 DOWEL W/ 6" HOOK AT III -III= ALL VERT. WALL REINF. A1111 I(SEE PLANS FOR LOCATION) GLEAN GOMPAGTED I-1 I I —I I I, , I III -1 I- . FILL ®q5`� MONOLITHIC FOUNDATION STANDARD DEN5ITY 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/PAST IO/LANA I DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NM Y2" GYP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND SPACE 0 52" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. e O d (2) #5'5 GONT. W/ -1 „ 3" MIN. CLEAR 8 8 UPLIFT GONNECTOR5 506H AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. � GA�RA6E 5TEP DOWN DETAIL SCALE: NM 8" GMU (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID ;2 cQc L L e� O BADE ' III=III=III=III= O GLEAN GOMPACTED FILL ® q5% STANDARD DEN5ITY GHASE DETA� I L 8 SCALE: NTS R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1E, �Uf N i 6 1111 � II I I II � I PVC, CHASE SLEEVE TO BE TWIGE THE DIAMETER OF _� �_I =I �- PROTEGTED PIPE WI TH MONOLITHIC, FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS seal: II11It/// EINI G. No 77824 STATE OF ; 4ij #'` c �hi co `. at�4` PY 9 t�erA Structure Deering, Inc. CD Z Jcc: W W Z o � rn Z r WCD a J a z� A t- C.D d n. E UJ =J GO a !A JZW CD WCOD cn y M L6 W C N C: M Q MA project number: 068-2001 1 project mgr: ,J S B drawn by BC issue date: 07-07-'2 `I REVISIONS: date: initial: O W 0 8" GMU BLOCK BEYOND '-' U. R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB W W Z SET IN SEALANT (SEE PLAN) n POR( H/PATIO/LANAI SLAB OR PAVERS 0 (SEE PLANS) v 1 ° I d ° a z PER MANUF. .� —I 11=1 I 11=1 11=2 U) 1=1 III -1I 11=1 11=1 11=1 I I- �, 1-* III- I_I I °III—i I I —III- - �, � ,Q I I —I 11=111- � m�" 1=1 — 1=1 11= Q III I I —III —III —III III— ' 0 I---. III —III —I I i—� MONOLITHIC d GLEAN COMPACTED I I = �- I' FOUNDATION W/ (2) #5 00 FILL ® q5`� STANDARD WI TH GONT. ON GHAIR5 �[ DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE 0 0 Z w/ (2) #5 BARS Q J J I -STORY: I'-0" WIDE LL W/ (2) #5 BARS sheet: EXTERIOR OUTSWING 4 56D POURED 51LL5 DETAIL SCALE: NTS SDJ* I PROVIDE SOLID SHIM BETW'N TRUSS 4 GONNEGTOR IF TRUSS LOCATED LESS THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RIN6 SHANK NAILS 6" O.G. LU 2 Q ire 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SEE UPLIFT GONNEGTOR - 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 1 S�GTION SCALE: 3/4°=1'-0° TRU55 OVERFRAMIN6 PER PLAN —� giiils�/i4"= 2xbx12" OR 2XSXI2"P.T. n • CENTER BUGK DIA. ANCHOR SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFI6ATION5 PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRUSSES PER PLAN —� PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM OF OPENING 2X4 P.T. TOP BUGK —J 2X6 OR 2X8 P.T. BUGK EACH 51DE OF OPENING -VERIFY GONN. REQ'MT w/ DOOR MANUFAGTURER PROVIDE (5) 3/8" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EAGH DOOR BRACKET, EAGH 51DE OF DOOR. PROVIDE I Y2"Ab" THICK WASHER W/ EAGH ANCHOR (15T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) START BOLTS AFTER 6ARA6E CURB 0' MAX) G�rRG1 DOOR�11U,�Xl��IITA�IL SCALE: NTS PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRUSS LOCATED LESS THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RIN6 SHANK NAILS @ 6" O.G. SEE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATIONS 2x6 FA5GIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATION5. GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 S�GTIDN VALLEY SET OVERFRAMIN6 IN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" D.G. N ROOF TRU555 T''F I CAL OVERFRAMIN6 CONNECTION DETAIL SCALE: N.T.5. BOND -BEAM GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M,450NR1' 101 1R D'T1� I L L SCALE: NTS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 i GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 GREATER THAN 1 Y2' FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA_�rr -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4All BLOGKIN6 IN EA. TRUSS BAY w/ 2 Y2"x0.131" NAILS @ 6" O.G. ROOF TRU55E5 FASTEN EA. 2x4 BLOGKIN6 IN EA. -SEE PLAN TRUSS BAY TO BOND, BM. w/(4) HILTI ON172P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKING W 2 Y2"xO.131" NAILS JJ @ 3"O.G. - UPLIFT GONNEGTOR 77 -PER 5GHEDULE 8" GMU BOND BEAM w/ 40, (1) #5 BARS GONT. VERT WALL REINF. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. AA TO EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 %> RETROI IT DETAIL S�GTION SCALE: 3/4"=1'-0" ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR 6ROUTED CELL TYF. CORNER VERT. WALL REINI ORGING DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRU55E5 © EVERY OTHER BAY FASTENED TO GMU w/ (5)Y4" DIA. x 5Y2' LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. ROOF TRU5 -SEE PLAN (2)3 Y2��x0.131" 8" GMU BOND BEAM wo (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. # HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFAGTURER SHANK 2x4 FLAT BLOGKIN6 @ 16" o.c. FASTENED TO BOND BM. w/ Y4" DIA. x %4" TAPGON (2)3 Y2"xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM S�GTION SCALE: 3/4"=1'-0° NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF 3i(b"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUGK5 LESS THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN TH15 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUGK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFAGTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DDOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. W I NDONDOOR BUGK DETAIL H SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN6INEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN I N5TRUGTI ONS. HERE FUTURE 8" GMU BLOGK #5 VERT. BAR TO BE 1 LOCATED PER PLAN DRILL 6" INTO EX15T'6 IN GROUTED CELL SLAB, EPDXY DRIVE IIL I < #5 DOWEL, PROVIDE MIN. I 30" LAP 5PLIGE I I o a �. `z f 'III-1 1-1 1-1 1-1 6RADE =1TI—I � I—ITI—I ► I< �—ICI—ICI—ICI I —I � 1=1 � I —I � 1- ICI—III—I�1- 1=1 1=1 I I° 1-III=III.. a It a 1=1 1=1 �- III-1I1- M155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. • GMU STEM FOR DROPPED 6RADE 4x6 P.T. POST PROVIDE (1) 5IMP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, a" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI T1'10. BEAM TO 1205T GONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPIGRL FOR TH 15 HOME � SHALL BE IMPLEMENTED IN ALL APPL I GABLE AREAS. THESE DETAILS ARE NOT "GUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN 5PEG I F I G AND ARE ONLY REGU I RED WHERE 5PEG I F I GALLY I ND I GATED ("GUT") ON THE PLANS. seal: �\� IGi t ///�� 1 I ° w / N o 77824 9 OF �'• . 4 - a tORIO © eopyrigh NIJ6I �P0\°� Strucura,i— nineering, Inc. oCD Z_ J= w w Z c M z W J L Q Z= cmi2pC c f- :2 a, cry j T m E i Q > • 0 CD J� Z -0 o W 01 � o cdcQ- y m` �h W 4c� N C. M n M&K project number: 068-200 1 1 project mgr: J S B drawn by, BC issue date: 07-07-2 `I REVISIONS: date: initial: sheet: Q 0 J J.L J � W z 0 � d z � � O a [L a co � Y C, J J SDW2 PERMANENT ROOF TRU55 BRACING NOTES: (51NGLE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BC51) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 8 BRACIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN& TOP GHOR95 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MSK FOR BRAGIN6 DESIGN. 3. BOTTOM GHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER 13RAGIN6: THE TRU55 MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WE155, VERTIGAL5) THAT REQUIRE LATERAL 13RAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRACES (REFERENCE BG51-153 FIOURE5 B3-18 S 03-M). SHOP APPLIED REINFORCEMENT PER B651-153 FIGURES 83-22 4 BG-23 15 ACCEPTABLE. • 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEBVVERTIGAL MEMBER. • V $ 'T' REINFORGING TO BE A MINIMUM OF 610% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FASTEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.1310 I/29 AT b" O.G. b. CONTINUOUS LATERAL 5RAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONF16URED ROOF TRUSSES ALIGN, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION, SECURE BRAGE TO EACH TRUSS COMPRESSION WEB w/ (2) Ibd GUN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 8 MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GLO5E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRAGE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/055 A /I ROOF 5HEATHIN6 GOMPRE55ION WEB (SLOPING OR VERTICAL) COMPONENT J � GLADDIN6 Gomponent5 � Cladding Nind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRESSURES© HT: 25 FT. (P5F) (PSF) ROOF (HIP) O +14.q -26.6 0 +14.q -36.8 200 TO 21' 2e +14.q -36.8 ( +14.q -36.8 OI +14.q -28.3 0+14.q -45.1 ROOF 2e +14A -28.5 3e +14.q -45.1 (GABLE) 20' TO 21" 2n +14.q -45.1 3r +14.q -53.6 O +21.2 -22 A WALLS O +21.2 -28.3 NOTE:Pre55urec 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 Pre55ure. Divide allowable prec5ure5 by a factor of 0.6 to obtain ultimate Pre55ure5. Values are based on worst race Scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal `�oaiii11�`f N 77E� cc �S) :TA EOF , c copyright N.1 Structural Erigineering, Inc, oLD Z J7- w w Z z w J a ZF_ U WF- Z JZ W 0 aQ. `m .a a U ♦ o. C ,` j m E o co CM o c`o m L6 o N CIO Ca. PREOURE ZONE5 M&K project number; CONTINUOUS LATERAL BRACE .^ 0 6 8"2 0 01 1 ALTERNATE 0 (5) OR MORE pr0jeCt mgr; �SB ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWINGS FOR LOCATIONS) drawn by: BC 2x 5TRON6AGK MAY BE BOR ISSUe date; 07"0 ! "L, INSTALLED GONSTRUGTABILIIY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR REVISIONS; 5TRUGTURE) date; initial; GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN 6WB GEILIN6 SECTION B-B ALTERNATE METHOD WERE 0) OR MORE SIMILAR TWY5E5 ARE GROWM JUL 0 8 2021 2x 5TRON65ACK (NOT REGV FOR STRUCTURE) DIREGT-APPLIED PLYWD/05B 4 WEB MEMBER REQUIRING BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GONSTRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQ'D FOR 5TRUGTURE) TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRACING DETA I L5 $ NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. 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