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HomeMy WebLinkAbout6744 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL Q ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK - OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND HOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SOD 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 H HOT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HOT. 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 Ar vn an Ian TM C c) m r) " n ip. s Lw 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 6744 SHELBY LYNN WAY 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 058 AREA TABULATION: ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 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 PLANS P-1.1 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 P, ALL WORK SHA; 1I. cfn�.mp1�L:^YCO0E�''�ryp L Wt�r �_PP EV4fLiNGNATZONL C� 'jltvANCE r r!Y dr�1LLS R�VIt n, 0,4.'r _ , , . e. PLAN } 2 IY �o } °� Lu 0 > cc :DoH tAVWW a�W_ >� Z) cc � cc Y O I- z 06u-00(D zzzF- z ccgcr)¢_ Lu CL a =ZU-(U) �azocc QQ Q o 0 0 Q r••r A U 0 Now a 00 C?J w� O wA W- x w cn _w w z O O U a A O U W C cn 04 U 110 a 14 44 * No 77824 A ; STATE OF oRI CO NI LINKSAT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/15/21 SHEET cS9 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, E EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. D HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 R30THE THE G DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND RE IRED BY THIS MBLIE ED FOR SEPARATIONREQUIRED FLOOR/CEILING ASSE SUSPR STRUCTURE(S) SUPPORTINGO FILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH 8 MM WITHIN 7/ INCH 22 MM BELOW THE ( ) 8 ( ) O 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 INCH)✓S (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE I THE INSTALLATION CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, CTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW HALL COMPLY WITH ONE F THE FOLLOWING: O S O R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE Ml502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING:M15o2.a.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES 787 MM WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES 698 ( ) ( R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED 4. 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 M M 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 R5 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 STTAIRAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS 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). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT 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 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL 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 0 ASTM C91, CLASS 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 TRACAAMA IO , A JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS 2, 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 MM). APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: 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 VAC: 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 AT 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 INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 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 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. Ir w LUz0m wwz0 >OCQO Ill Z)clI- cc Lu o Q = W F- aU)Wg 0 W z z z W Q IL �cno0U �2Ztic_n �F-Qz� cz c Q n cz n o �i H 0 0 0 U � Oi w O 00 in 0 u O0-i a w w z w mm" CL w U z O [L G 07 z 04 No 77s24 STATE ��jO�F�,��� OR10P•�(�j? ppA' COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 7/15/21 SHEET CS92 IR'-R" 16'-8" J. 12'-0" 10'-0" 6" 11 l_0fl 611 STUCCO WRAPPED ---- ---- BEAM @7'-8" p I STUCCO WRAPPED p wuj a� I 4X6 POSTS I a s � A 5.1 3 0 LANAI 3 u o 0 a 8'-8" CLG. � a - 00 o p U W I MOISTURE RESISTANT U m 0 r 0 i I DRYWALL CEILING c *- i co co 61_011 14'-8" I 9'-4" 1 8_8" "35 SH i ( 6068 SGD (53"x63") EGRESS TEMP. 35 SH N XFER ��6 r �____� 3'-8" 15'-2" GRILL 18'-6" R AHU ON STAND 30" AFF GREAT ROOM 8'-8" CLG. M e OWNER'S Lo RETURN AIR GRILLE 00 SUITE a any: — 8'-s" CLG. TIN (4)12" SH _ ADD 7/16" OSB TO 2" M MECH. CLOSET ol PTRY CEILING FOR FIRE DRAFT STOP 3-SIDED ACRYLICLo SURROUND'10- " m N 20 OW ER'S eN i i 8'-42" co 32„ 36"X60" ACRYLIC00 �b - - 1 BATHLo N co SHWR PAN 8'-8" CLG. tD /1 I I 3'-3" 4'-11" � 0" : i i � � i I I 0 IQ CD g L- O M -J �---1 i3 N 0 to I E. I i3 e c„) r' � M :P ZO �6� %s N (D I iJ co KITCHEN I KITCHEN, DINING" 8'-8" CLG. .FLAT COUNTERTOP AREA WC cl' L „ 8'-8" CLG. _. c 6-421' 31_5 OSWIC «s,' T cr 8'-8" CLG. - i ' ' n 1 O I �1 I I I �� 1 8-8 CO n n 4-9 2-4 10-52 b o6 t d I crOPT I- d - — t I 1 WATERLINE — -- - I-------- I REF &SHI&LOW i I I e b L----------- -- ---- � I - 1 - W — N I -1 O N w o w BEDR -' OM 2 rN i UNDRY — I t'7 rn i CL BEDROOM 4 bo `n c0 = coo 8'-8" CLG. I - CV I 8'-8" CLG. co I 8'-8" CLG. o[ N -1 I WASHER W e CL Box E —_ �T I - x tDRYER ' VENT P' SH _ JJ 2'-72" - - - r,xt ti-, 10'-2" 6'-82" 12'-g2' 5'-21 ��, m 2'_52�� lbXFER r�N ��6 4'_61,� ' GRILL ' XFER 2 t-) ; N, 'MIN HALL '- GRILL HALL BATH z c CV WH 2868 SC W/ 8'-8" CLG. 11 2�y w 6'� 8-8 CLG" e CV �� SELF CLOSER 18 5'-81° 2 I �„ m 3 -92 m In 0 -10 I LAV 9 � i 11 ol 2 -0 i --- � U 3�_ _ i 22" X 54" --- i � i0 _ _ I ATTIC ACCESS i FOYER eu 2O wC o L----------- J 8'-8" CLG. crI - 2 CAR GARAGE ' e MN �+ 'CL I ---- --- e -- N e 8'-8" CLG. bo Y : s�— I CL ' 1/2" CEILING BOARD cr ,° T 1 cc , O m N ABOVE N" WALL BOARD ON GARAGE SIDE PROVIDE e INSULATION AS REQ'D O°4' 2'-4" 6'-8" XFER p 2" CONCRETE GRILL N CURB BEDROOM 3 8'-8" CLG. e ENTRY T 8'-8" CLG. I ` I 00 12'-011 I I I -4 o ' 16070 GARAGE DR. `�I "25 SH ' (37"X63" EGRESS) ' 1'-0" tV 16-0" t 2'-0" 41_4" 81_4" 5'-0" lo 20'-0" 5'-4" 1314" 38'-8" ol lIM FIRST FLOOR PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") moo. -SIDED ACRYLIC URROUND I LEGEND SYMBOLS I BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dTT 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE R16" O.C. FOR rCOUNTERTOP VERHANGS 1 GREATER THAN 10" TOP PLATE I'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS _ BD. PER SHOP DWGJ Fv WD.BAS MOLDING FINISH FLOOR FINISH F R r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS Rn i Fo ODOORS LOCATED WITHIN A LENGTH OF WALL A 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. NOTE: TW. WINDOW HEAD HGT. AT T-4" U.N.O. i i 10 w �_CC LLJ �0>.F- } a Q 0 W p Q ?cc W cc J U) W W :D cc = Y0E-z I_oocn z z z F- Ui z_ Q-3 W n- 2 tY n- W p 00 0 cn cz r` Q' O c tY tO O Q Q O 0 m a 0 O O O I w I� z O 0 N W IO En z o� • as •'%�°ENSF'•��'C,/��i ' 77824 Or .... STATE O ;�� 0 RAISED WITH SAND FINISH ,FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR 4" 4" WIDE STUCCO BAND (+1) Ir j u GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" ,WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 12 ---115 12 5 jr--- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) LL FRO I NO I F-M-1 110 1 ON I ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 1'_OII 4" WIDE STUCCO BAND (+1) ,,- 12 5 r� REAR ELEVATION SCALE: 1 /4"=1'-0" (22 ""x34") SCALE: 1/8"=1'-0" 11 x17") BLDG. HEIGHT ROOF SHINGLES PER 8,_0„ ,_0„ COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 5 � 5 BAND (+1) o _ _ _ _ _ HEEL_HIGHT c� 4" WIDE STUCCO �] BAND (+1) Fl M EJ T.O. MASONRY `y'T -- -- — -- r T.O. WINDOW c0 -- 4" WIDE STUCCO ® BAND(+1) 18" DECORATIVE FOAM SHUTTERS 00 �t o0 2'-0" STUCCO "25 SH :- BAND RETURN N FIN. FLR. DR. 16070 GARAGE 3068 FRONT ELEVATION SCALE: 1/4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11 "x17") PAINT AND FINISH SCHEDULE /KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE "7: FINISH ens°•• .:.•..•F•• :r! �`•: 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) CC LL cicz ) MONco j O 0-M adMEMO m< Z i f--FL m U)Ar } >OWCaO W�pF- Q � ?� W W J�wg YQI 12 51 r--- 12 5jr--- 12 51 r -- RIGHT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") LEFT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") 12 -':�15 ROOF SHINGLES PER COMMUNITY SPECS (TYP-) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 ,7--115 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ;-•�::. V • .�Y.M,2.':... ��?' adw`•,i a 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) or o�ww Wz0� Wz w0 5; 0 W 1'-. f/AVWIII � J IL Y0 z LL00U) z z z p:z cc U) W EL 2 oC a =zLLcU �I-Qzcz cz O �a Q FZ O O O U) U Z O WJ 0 m 00 W O W-' w w w `- a A U) z O (L :D 01 R U) W G O� � �C�� o as 77824 STATE OF ; �� 0�. s;zNAL CO UN LINKSATCALUSA SPRINGS PLAN #61Of RELEASED: 7/15/21 SHEET Am2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. It 53 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. 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 ROOF PLAN SCALE: 1/4"=1'-0" (22"xU::) SCALE: 1 /8"=1'-0" (11 "x17") Ir w >=Iz O O } I- Wow[¢O 0 H cn0wW Q�WF- (LCw- n cc lY zzzp:w W Q a a 2 c _ JU000 5 - Z LL (n p � n Q o 0 �Q Q 0 0 U O � z 00 0o (L LLO O o0-j w w MEMO a. U) m< f--4 O (L A 0 a U) W G Z 04 v; G d � as * ; NO 77824 r r * r STATE OF OF CO r UNKSATCALUSA SPRINGS PLAN # 6101 RELEASED: 7/15/21 SHEET Am3 . l T.O. V T.O. V m. IN. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1 /4"=1'-0" , BUILDING SECTION SCALE: 1 /4"=1'-0" ml ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WINDOW FIN. FLR.-� FOOTING PER FOUNDATION PLAN NE 0 It Lu cr O O I-- > 1= Q 0 LUpH cnUWw W¢p� _ > J Z) Ir lY o� z Z LLI cc Q Q Z LI EL 2 !r � U) 00 = Z LL (n �I-Qzcz n cz O �Q Q 0 0 0 0 I I� 00 �} VJ O 0-i z _ w ON" A a. D z 0 [L 0 f� C= N W M O G J N 0� �o * No 77824 �v STATE OF ; O• , `•p /ONAI. COMMUNITY: LINKS A CA U A SPRINGS PLAN # 610 Of RELEASED: 7/15121 SHEET AmSe I 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix 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 ix2 PT. FURRING @ 24" O.C. BASE BOARD TYP. 1-STORY WALL SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 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. 06 TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE ob 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WINDOW PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ L-GYPSUM BOARD Z 0- 3 1/2" cc w GARAGE a k GYPSUM BOARD ELECTRIC METER----_________, LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD' Xiv ELECTRICAL cl) STUCCO PANEL FINISH N i EXTERIORS 5o 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 v CONCRETE `\l CURB REFER TO PLANS GYPSUM BOARD J" GYPSL BOARD NICHE F( ELECTR11 PANEL & WIRING ELECTRII PANEL EXTERIO CMU BLC WALL CONCRE CURB RE TO PLAN; DIONCRETI SLAB ON GRADE Al GARAGE FLOOR 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (r TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, 4„ SEE STRUCTURAL PLANS M 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. \qv(REFER TO-ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS ob 0'-0" SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION I@ GARAGE DOOR SCALE: 1/2" = 1'-O" OR SECOND FLOOR LIVING SPACE R EFER • •2� � AMU 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 it W }2� �00� } Wui o ao F- Q?ww _ CC J - cr cr Y O F- z zzz=z cr:5Q2J wa=cca �(n000 = Z u- cn � P < 9 � � Q cz Q o O � Q Q 0 0 0 z O 0 W- Im w c 0 0 .j x w "OEM cn u m< ~ a f-I z 0 IL O U3 � O J 19 N O� a<1 No 77624 STATE OF OR10P • ������ i� T1 S COMMUNM UNKS AT CALUSA SPRINGS FLAN # 6101 RELEASED: 7/15/21 SHEET AlmS•22 WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" 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 "L" FLASHING SCALE: N.T.S. 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) LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP 9WRAP f- Fu WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED /IL co g 5X5 WALL FLASHING KICK r -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. L STEP 1 FOLC FOLD @ FOLD INWARD @ PT. A STEP 3 ©© 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 �0 IN 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 It W O O E' WOWC¢0 p�- <UJ W (L Y Q F- z ,dt-00cn zzzpz °Cga2=� W IL = cr �cnp00 p -zl-c) Q?p �r c o Q o H 0 U) 0 0 MEW U w 0 c z � 0 0 � 0 w a w (L MEMO m M::c w l.w 0 IL 0 E U W U) o� �o a _ 77824 STATE OF ; �'��• �LOR10P'� `?\�� &/ON" COMMUNITY: LINKS AT CA-L SPRINGS PLAN # 610 Of RELEASED: 7/15/21 SHEET wpw l z r n z 5 i n z n i r r D r i r z CC FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 22x34" SCALE: 1 /8"=1'-0" �11 "x17"� 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 4,' MMR 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE O VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN i1 EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) DI ELECTRIC METER = ELECTRIC PANEL j+- 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. 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 cr uj 3:0}0�- Wo a0 �oF- cAVWW QpLu = CC _crcrcr o z zzga�Z W n- 2 OL n- _3U)a00 = Z tL (A �F-Qz0 a Q) n �c) a o O �a Q 0 0 0 ft cn �Ild U Z 0 0-i 0o a 0o 0 U 0 ,..�., m = w i r w U MEN" w w � z 0 CL M al I R U W G U) O� r0 aaaaa Z COMMUNITY; UNKSATCALUSA SPRINGS PLAN # 6101 RELEASED: 7/15/21 SHEET Eml I . FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") w W }2CC �00� } WOWC¢O H pcc o cl) U W W W_ aw �U)crcc Y O H Z LL0_Oc/) Z zc:w W C _ cc CL � U) 0 Q p—ZLLc/) �HQ?o cz'cz o Z Z H O z O yO a U O Z �o O 0o """ loom o � 0 W-j w a w boom a z O (J) a A 0 F U W U) Z O� � o Z aaaaa COMMUNITY: UNKS AT CA USA SPRINGS PLAN # 6101 RELEASED: 7/15/21 SHEET ppo I I . _WV�W" MA50NR'' LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO rr--�, rT•--T, I i MIN (1) GOURSE/BOND I I - MIN. (I) COURSE/BOND IL4J1 IL.Q I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL C-ROVT 6Rour BOTTOM REINF. FRECAST LINTEL W PRECAST LINTEL W MB-I EMBEDDED REIN. MB-2 EMBEDDED REINF. rr--,T, TOP =F_5E, IF i I+i- TOP COURSE, IF I L4J I I I REQ'D PER ARCH. L4J I RPER ARGH. EQ'D CANT. BOND BEAM TOP REIN. OR COME. REIN. A5 REav - BOND BEAM REINF. G-ROVr 6ROUT BOTTOM REIN. BOTTOM REINF. A. I PRECAST LINTEL. -#--�-t- EMBEDDED REIN.. MB-3 PRECAST LINTEL W EMBEDDED REINF. N MB-4 MA5ONW LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M3-1 SF8-OB/OT ----- ----- MB-2 81`8-I13/0T ---- (1) #5 MB-3 81`I6-I13/IT (1) #5 (1) #5 M5-4 8RF114-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 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 BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k5I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L I5T INDEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTE5 F-I.OA SLAB PLAN F-2.OA BLOCK PLAN 5-1.3A ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAIL5 P555-1 5TRUGTURAL DETAIL5 GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILOIN6 CODE. • FOOTIN6 OE516N - THE5E FOOTINC75 HAVE BEEN EN61NEEREO FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO SLAB WITHY4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT W PRE5ERVATI VE-TREATED WOOD. GONTAGT LUMBER 8 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOAIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LA65 ON 6RADE 5HALL BEAR ON GLEAN, FIRM VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR DIA. • HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM Gq0 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR 5HALL BE A5TM G270, TYPE 5. GMU DE516N BA5ED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) 5HALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR AALL5. (A5 SHOWN ON PLAN5) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH OF THE 5LAB (I" FOR A 4" 5LAB) • JOINTS 5HALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5 P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I P I GATI ON5 (TYP. U.N.O.) DE5GRIPTION OF BLO6. ELEMENT 3"xO.131" NAIL5 3"4.120" NAIL5 J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (3) NAIL5 o 4" o.c. (3) NAIL5 o 4" o.c. 5TUD TO 50LE PLATE 2 TOENAIL5 (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 727 NAIL5 3 NAIL5 RIM TO TOP PLATE TOENAIL5 0 8" o.c. TOENAIL5 0 6" o.c.* 13LK'6. BTAN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE 5TUD NAIL5 o 24" o.c. NAIL5 0 16' o.c. DOUBLE TOP PLATE NAIL5 o 24" o.c. NAIL5 o 16" o.G. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAIL5 IN LAPPED AREA TOP PLATE LAP 0 GORNER5 4 INTER5EGTI% WALL5 (2) NAIL5 (2) NAIL5 * 2114.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOAN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGTION I60q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWING WIND SPEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATH I NG SPEC I P I CAST I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARAALL AHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2y2"x0.131 " NAIL5 @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED W P3 2Y2"xO.131" NAIL5 @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 W 15/32" PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAIL5 @ 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOCKIN6 5HALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER W -3v2"x0.131" NAIL5 ® I6"o.c. U5E (5) 3Y2"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR AALL5 ARE GONTINUOU5 5HEATHED ABOVE AND BELOW OPENIN65. 5. 5EE ARCHITECTURAL DRAAIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR AALL5 ARE GON5I0ERE05HEARNALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARAALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR I6" MINIMUM FROM THE END5 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%, 5PAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE RATED A55EMBLIE5 5HALL BE NOMINAL W2 " THIGK, APA RATED 5HEATHIN6 % EXP05URE 1 056 OR PLYWOOD PER ACCORDANCE KITH THE UL DE5161145 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 0 140 MPH Wind Zone Ex o5ure E30 OPENING 51ZE INTERIOR ZONES END ZONE5(D 6 6arage Door +18.5 P5F/-20A P5F +18.5 P5F/-20.9 P5F I6Garage Door +11.1 P5F/-Iq.7 P5F +11.1 P5F/-Iq.7 P5F 10 5QFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P51F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 5QFT. +IC1.0 P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 5QFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F mEnd 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). ®Pressures charted here are allowable pressures and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 24/16, EXPOSURE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %NO.113" RING 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED(5E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" 51YLE GLIP5 ALON6 UN5UPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER ATGA d TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DA65. 5HALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH d 51HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING W(2) 3"x0.131" NAILS 0 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR < 15' 51MP50N H2.5T 51146LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/7I-2014 "NATIONAL DE5161N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUCTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOA05 5HOAN ON THE SHOP GARD5. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARAALL I: • : I EXTENT OF OVERFRAMIN6 •-- - ----•INOIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE. • MOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DE516N 5PEGIFIGATION FOR HOOD GON5TRUGTION" - LATE5T EDITION. • DE516N LOA1?5: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND 5PEED � EXP05URE A5 L15TED R15K GATEC70RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD 5TUD BEARING AALL5 5HALL BE 2x 5PF#2 OR 5YP#2 o 16' O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 NALL5 5HALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARAALL5 5HALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX). • ALL NON -BEARING INTERIOR 5TUD AALL5 5HALL BE GON5TRUGTED WITH 2x 5TUD' 6RADE MEMBERS 5PAGED 0 24" O.G. (MAX.). • ALL HEADER5 5HALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A 5UPPORT INDIGATE5 THE NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O.. • ALL HEADER5, BEAMS It OTHER STRUCTURAL MEMBERS 5HALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 A/ 3-ROA5 OF 3"4.131" NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROA5 OF NAIL5 FOR 2x6 4 2x8 MEMBER5. • FACE NAIL BUILT UP 2x P05T5 A/ YW.131" NAIL5 o 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 W 1/16" 055 FA5TENED W 2Y2"x0.131" NAIL5 ® 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5. • PROVIDE SOLID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi • FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROA5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5Y4"x5Y2" 51MP50N 5D5 5GREA5 (OR 3Y2" TRU55LOK 5GREA5) o 16" OIG. U5E A MINIMUM OF 3 ROA5 FOR BEAM DEPTH5 OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5Y4" BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 8 2x8 MEMBER5. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER WITH 3 ROA5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" 0/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5 OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREA5). LOCATE TOP AND BOTTOM 5GREA5 2" FROM E06E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT W GMU AALL5 5HALL BE PRESERVATIVE TREATED AND FA5TENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP 016165. 5HALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBER5 A/ 6LUE AND 3"x0.131" NAIL5 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5. TYPICAL 5TAIR CON5TRUCTION NOTES • (5) 51N6LE PLY 2x12 5TRIN6ER5 FA5TENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 w/ (2) 3"x0.131" NAIL5 AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • 5EE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal: . \;`11111lifill/ G. F - -No na2a�. STATE OF % '5�p0 w copyright Iti StruduPal Eh it Bering, Inc. aCD z J� w w N z Z w a J ` Z= _a t E W�� =J m � OC Jz < W � O go m _ W g N OC c+o n M&K project number: 068-19022 project mgr: drawn by: issue date: JSB BC 07-07-21 REVISIONS: date: initial: 1 JUL 0 9 2021 1 H 0 z J d H U H sheet: Cz•P" Ct J 0 2 F- Z 0 a 'Q Q 0 J U. 'Q W J r'Q V 00 0 J J SM0.0 0 0 r I• 0 N 2 5D- 5 5D- RM 121_011 MM _ Y 11 3 GONG. SLAB ON 12 WIDE GONG. I N GRADE (2500 PSI TURNDOWN EXTENDED ( w I MIN.) W 6x6-W1.4 4.4 MIN. 12 BELOW GRADE I ti MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIRGIN SOIL. 2 2 HVAG 5D-I I 5D-I 11 5D-I I 5D-I UNIT 3 Y2STEP • • • • • • • • I 20'-811 6'-21' i 111-10" I I I i i 5.6.D. REGE55 PER I • MANUFAGTURER5 • I i INSTRUGTION I I , i I I i i • • i � NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL I I LOCATION DIMENSIONS. i _ o I i t o I i I i i i I I• I I I i I I I i i Igl_411 i i Iq1-�(i 11 10 L__ -----i3y2115TEP------ I I I I I I i 3 y2" STEP i • I I GARAGE SLAB: 5D-1 I I I 3 Y2" GONG. SLAB ON 6RADE I I (2500 PSI MIN.) W 6x6-W1.4xW1.4 3 Y2" STEP-'— w _ MESH OR FIBER MESH OVER 6 - - - - ' • - - - - - _ -- MIL. POLY ON q5% GOMPAGTED ( FILL OR VIRGIN SOIL. I 6 • I 5D- I I N I Io LU ' n 5 • • • • 0 2 5D- 2 5D- I oft LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL EXTENT OF OVERERAMIN6 •-- —INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPIGAL STRUCTURAL NOTES 8 SCHEDULES seal: \\\Wi1I0///// G_ FRi ���i *; Non � � 1 / �i 1 STATE OF 1 -- n..' v✓ �F<OR►D to © coPYdght (0bftln�enng, y StruInc. z z JLU W W N z_ Z w as J Q 0 .a V r Q Cr._ W :2 j mE Z �� 0 CO)m ON OC oe r, o. M&K project number: 068-19022 project mgr: J S B drawn by: BC issue date: 07-07-2 `I REVISIONS: date: initial: sheet: � A Ld Q O 0 LL z d � O � coQ C� � Y J� J 201-011 TOM 5LAB PLAN SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: I/&'*'-0" (IlxI1 SHEET) Fm 1 00 I I t— Ln I r— px 58'-8" 6'_011 4'-6" 5'-1 1/211 5'-0 1/211 6'-2" Le 5'-211 1_/ 11 41-211 MB—I I I MB—I I I MB-1 i Ln P-6 O � I (ia N O LEGEND • ® INTERIOR BEARING WALL BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERERAMIN6 •--- -- - —INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT :INDIGATE5 LOCATION OF REINEORGED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. MASONW LINTEL DETAILS REINFORGEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-0B/0T ----- ----- MB-2 8F8-IB/OT ---- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 MB-4 8W14-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 4L7ALL EINFORGEMENT SHALL BE GRADE 60, fy=60 ksl NTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. NTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO i Lj - MIN. 01 COJR5FJBOr� i i I4— MIN. 0) 000IZSFJBOND L4J I BEAM ABOVE LINTEL i L4J I BEAM ABOVE LINTEL 6ROUT GROUT BOTTOM REINF. PRECAST LINTS PRECAST wR—EMBEIVED REIN. #-�f EMBEDDED I;EIN. MB-1 MB-2 l rr--1I' I i '+�- TOP CO1RSE, IF TOP ca`5E, IF I L4J 1 m 1 L4J I I I REQb PER ARGN. 1 1 REQb PER ARCH. �----� TOP REINF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS REDD GROUT 6ROUT BOTTOM REINF. BOTTOM REINF. -•. PRECAST LINTEL rJ I a• I PRECAST LINTEL W/ �l REINF. #� BEDDED REINF. MB-5 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal: \\\��t$� G. No 77824 � �D STATE OF :,tv © copYn9�i;L�i�'1 \\\\ SCrd4441111gllj �Inc. Z J� W W N Z z w a + L a .� ►- U r �Q I_ tE W~ a ;♦ JQ Z W o O go m _ W 8 N C C5 a IV IV M&K project number: 068-1 9022 project mgr: JSB drawn by: BC issue date: 07-07-2 REVISIONS: date: initial: d OR oC MB W-1 0 • 0 'L O O I a IL z• • • • • ... ... -I MB—I MB—I o � 0 • . • • - U a ao MB-3 Lo � 1-011 161-011 1_011 51-211 51_211 51-011 0 0 Z 201-011 51- i( 11 131_ i( 11 m J J BLOCK PLAN sheet: SCALE: I/4"= I'-0" (2244 SHEET) SCALE: 1/6"=1'—O" (IlxI1 SHEET) Fm2.0 LE6EN17 REAR LANAI DROPPED BEAM5: • ® INTERIOR BEARING WALL (2)2x12 w/ Y2" 05B/PLYWOOD ASTEN DROPPED BEAM5 TO BTWN. PLY5 (TYP. OF 3) — — — 5T5 PER DTL U/5D-2 (TYP. OF 2) BEARING WALL ABOVE DROPPED BEAM L4( • BEAM / HEADER u- �4� • LOCATION AND EXTENT OF SHEARWALL o i W �- i i 05T W 51MP50N ABA46Z BASE r--.-:-.-i . I:.:::.::: I EXTENT OF OVERFRAMIN6 d d . L —'- —'J •---- — — —INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INOIGATES POST ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FR4MINCG • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 244 EXP051JRE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 d ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRA6 TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU51-Y UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP5ON VTGR GLIP5 ® 24" O.G. • ALL METAL HANGER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • EREGT AND IN5TALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLING 8 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMIN6 w/(2) 3"4.131" NAIL5 ® 16" O.G. UPLIFT CONNECTORS BEARIN6 GONDITION TRU55 GONNEGTOR LENGTH < IS' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON WOOD STUD NALL/WOOD BEAM > 15' SIMP50N HIOA ROOF 61RDER TRU55 BEARIN6 ON WOOD 5TUD V4ALUV4000 BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLU5H BEAM OR FLU5H G.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TEO ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MdK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SGHEDULES seal; ���ti6i11�t, No 77824 � �• STATE Of © coPl9fSr Surii;Het6ng, Inc. 0 cD z JFr w w z N c� z w a J Q Z= 0 °� I-- C-) • qt�q cm F— UJ cn E as •� T + a 0° E . JZ Q W �CD 2 y W m p N g a M&K project number: 068-19022 project mgr: ,J S B drawn by: BC Idate: 07-07-21 REVISIONS: date: initial; 09 2021 LU z I � \ I o \ r7rd W ® a I \ I �r Q 0 \ I I 11� h I \ HIP GIRDER TRU55 I 0LL HIP GIRDER TRU55 \ 4 -7 I 5D-2 5D-2 \ (S1M) HIP 61RDER TRU55 I (5IM.) I p < I oW � � O� 4 ry 1„L, z U 0 00 o I I SD-2 I ;� 0 a wc� u- - - - - ilki 0 0Z .....1 J ROOF PR,4MING PLAN SCALE: 1/4"=1'—O" (2244 SHEET) SCALE: 1/&'*'-0" (110 SHEET) sheet: Sm 1.3 FILLED GELL5 (5EE PLAN) 44" GARAGE TOP VIEW @CORNER 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FTC. TO -PER BUILDER BOND BEAM. LAP W HOUSE 5LAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT GELL SOLID 4 4. T4-, GONG. OR PAVER GARAGE WALL BEYOND GRADE I I I —I 11—I 11— DRIVEWAY - I I III Ed II —III— I I I—III—III—III=GARAGE SLAB -1-1 I I—III1=1 I I -I 11-1 I I-(5EE PLAN) o—III= ` I I II I 1-1 I I —I I I' I I 111- 16"x8" THIGKENI E06E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL U [GARAGE 5LAB MIN. 30" GROUT CELL (5EE PLAN) 50L11 z d. III—III—III=III= e� o GRADE III —III— III —III=I I m '—I I I —III= I=III I I I —III —III —I I-' ' I —I III — I I° I —III —III —I 1I- I III —III —I � I- -'11- (1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) GLEAN COMPACTED " 1 =1 11= I ' FILL A 95% WI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY 1 W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 GARAGE CURB DETA I L SGALt: NTS 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN SEALANT PORGH/PATIO/LANAI 5LA13 OR PAVER5 (5EE PLAN5) --\ GLEAN COMPACTED` FILL ® 95% STANDARD DEN5ITY AND TERMITE TREATED 2-STORY: I'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSAIN6 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) J ° ° PER MANUF. HEM I1=_III_ II IIIIIIIIIIIII m v 11=1' — ' III —III —III III 1—III—II=1 1-1 � MONOLITHIC FOUNDATION W/ (2) #5 WII2TH GONT. ON GHAIR5 1.. III -I . , , -(U #5 DOWEL W/ 6" HOOK AT I1— I ALL VERT. WALL REINF. ' 11 1 11 III=1 I 1=1 I I I ;III (5EE PLANS FOR LOCATION) GLEAN COMPACTED„� I I I 111 I I I I I I I I I I 1 FILL 0 9:% WI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 CONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 POOTI NG SECTION A/ BLOCK DETAIL SCAL M NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOU5E 5LAB 5ET IN SEALANT (5EE PLAN) PAVERS (5EE PLANS) ° ° ° � III —III —III —III III —III —III —III � I 1 111=1 III=1 I III —III —I I I- ' I=1 m III I I d I —III —III- -I I 1=III=III=1 I 1-1''- MONOLITHIC GLEAN COMPACTED " III =1 11= I FOUNDATION W/ (2) #5 FILL ® 95% 5TANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCAL.E: Nrs 8"x8" THICKENED SLAB W/ (I) #5 GON I . THICKENED EDGE DETAIL 3 SGAL.': NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) v 1=1 d `t EXP JOINT v m d < IIII d4 IIII a . ' NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) 1=1TI�-(I) #5 DOWEL W/ 6" HOOK AT I11=1I1- ALL VERT. WALL REINF. Azt-1 1 11= (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I -III -III, III=III- FILL ®95% MONOLITHIG FOUNDATION 5TANDARD DEN-5WITHITY W/ (2) #5 GONT. ON ' GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SGAL.E: NTS Y" GYP. BD. EA. 51DE OF 2x4'5 A 16" O.G. Y2" J-13OLT5 6" FROM EA. r END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) -LUQ, 5TUD PLATE TIES PER PT BOT. PLAN ® 5TUD TOP 4 PLT. 44Z BOT. A. d d ° e A (2) #55 GONT. W/ -/ 8" 8" 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE SPEGIFICALLY NOTED ON PLAN. `, GARAGE STEP DOWN DETAIL 5GAI.L: NTS 8" GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID Z< x az O RARE 111=III=1 t I=1 I �_ 0 GLEAN COMPACTED FILL ® q5% STANDARD DENSITY CHASE DETA 1 L 8 SGAL.E: NTS R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I —III —I I I—III-11 = PVG GHA5E SLEEVE TO BE 4. III=1 I I .1 TWIGE THE DIAMETER OF =1 I 1=1 1117 PROTECTED PIPE �- MONOLITHIC FOUNDATION II TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 seal \�,�`lllitdiJ� SG Fit////jai * % No 77824 * = STATE OF s; ':- ORtOP �d�#��� � roltyf ON \.- oCD Z JFE w w N Z CJ r- Z w a J Q � Z� E V v r �4 W� �E � a =a ;. Z W p o 0 y mp _ W O N M&K project number: 068-19022 project m9r: JSB drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: 1 JUL 0 9 2021 1 sheet: SCALE: NTS SDPA 1 ,��II���I•���Ilrl'�+��„p11j[�PII��If����1'1�19111� FMI['i''I��h�Wl�i� V FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® b" O.G. —� w _< 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 5EE UPLIFT GONNEGTOR — 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 I SECTION SCALE: S/4"=I'-O' TRU55 OVERFRAMIN6 PER PLAN --� 20 AEE� TIS/ PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2xbxl2" OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK • • 3/8" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUGK EACH 51DE OF OPENIN6 -VERIFY GONN. REQ'MT W/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EAGH DOOR BRAGKET, EACH 51DE OF DOOR. PROVIDE IY2"xWb" THIGK WA5HER W/ EAGH ANGHOR (15T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) 5TART BOLT5 AFTER 6ARA6E GURB W' MAX.) &6l GLRtDOOR BUCK DETAIL SCALE: NTS PROVIDE 5OLI1? SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 3/e'x0.113" RING SHANK NAILS ® 6" O.G. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLANS FOR GONNEGTOR 5PEGIFIGATION5 2x6 FA5GIA -5EE ARCH vr REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. GONNEGT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W/ (1) #5 BENT DOWEL w/ 24" LE65 SECTION VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYPICAL OVERFRAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM _.`GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW t Illy PIER DET�r�ILMI WINDOW 51M. PROVIDE SOLID SHIM BETW'N TRU55 d GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOCKING IN EA. TRU55 BAY W/ 2 Y2'xO.131" NAILS ® 6" O.G. ROOF TRU55E5 FA5TEN EA. 2x4 BLOGKIN6 IN EA. -5EE PLAN TRU55 BAY TO BOND BM. w/(4) Tj HILTI DNI72P8 PAF's IVFASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 W/ 2 Y2"x0.131" NAILS ® 3"O.G. — UPLIFT GONNEGTOR -PER 5GHEDULE 8' GMU BOND BEAM W (1) #5 BAR5 GONT. VERT WALL REINF. 8" REINF. GMU WALL -5EE PLAN FOR VERT. TO EXTEND INTO BOND BEAM 4 HORZ. REINF. 5PEG5 RETROFIT DETAIL SECTION ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT GORNER BAR 6ROUTED GELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NM 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN STRAP TO GMU w/ (4) Ya" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU W (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRU55E5 W/ (2) 3 Y4"xO.131" NAIL5 ® EA. END. ROOF TRU5 -5EE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER i SHANK 2x4 FLAT BLOGKIN6 ® I6" O.G. FASTENED TO BOND BM. w/Y4" DIA. x %" TAPGON (2)3 Y2'xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM SECTION SCALE: S/4"=1'-0" NOTE5: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FAGE OF WINDOW/DOOR, FA5TEN BUCK TO MA50NRY W/ (1) ROW OF 9f6"x4" TAPGON5 6" FROM ENDS AND Ib" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUGK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL GONNEGTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (3) ROW5 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 REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2,V"xO.131" NAIL5 ® I6" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. W I NDONDOOR SUCK DETAIL H SCALE: NTS seal; `�\Jmifftj/ cENSF-,�•�� * No 77824 �D STATE OF O , k! © coPYnghA4W \ cc«fttt stru uFal lby4enng, Inc. z Z J= W W _Z CD Z W Oa.. ..J -2 Q 2 Z=rz . atU_ ,W 4 C E W� 00 E =a Q. Jz MW W Y - 2 2 y m W N C a. M&K project number, 068-1 9022 project mgr: ,J S B drawn by: BC issue date: 07-07-2 `[ REVISIONS: date: initial: NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. IN5TALLATION HERE IN5TRUGTION5. r FUTURE 8" GMU 4xb P.T. PROVIDE (I) BLOCK #5 VERT. BAR TO BE P05T PROM N L1) ~ 'Q DRILL 6" INTO EXI5V6 LOCATED PER PLAN 5TRAP ON EAGH i Q SLAB, EPDXY 4 DRIVE I I d IN GROUTED GELL EXTERIOR FACE #5 DOWEL, PROVIDE MIN. I I JO OF P05T, q" MIN T,i W 30" LAP 5PLIGE I I I tt5 END LENGTH ^W 0 I z_ DROPPED ' 1 Q ,-i I I BEAM5 �•--+ O PER PLAN T LL Cz I I I —I I I —III —III —I 6RADE ° d4. i I —III —III —III ; , III=III=III=I I I 11=I I I —I I I —I I I_ =III=III—III—III 1—III—III—III- REAR WOOD LANAI J —III—III—ITI III—ITI—III- III —III —III e I0=11 ITI—III- P. BEAM TO POST CONN. ' I —III —III U: g/4'=1'-0'zIII- � O � a Co d 5 M 155ED DOWEL RETROFIT DETAIL O z SCALE: NTS SIM. • GMU STEM MR DROPPED 6RADE J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD-2 PERMANENT ROOF TRU% BRAGING NOTE5: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU%E5 5PAGED NO MORE THAN 24" 0.0) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION %51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRAGI% OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYW000/05B 5HEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 OR TO PURLIN5 FASTENED TOP GHORD, CONTACT MbK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.WB. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUE% MANUFACTURER SHALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENGE B051-133 F16URE5 B3-18 4 133-19). 5HOP APPLIED REINFORCEMENT PER BC51-B3 FIGURES 83-22 d BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V b 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FA5TEN 'L' OR "r' REINFORCING TO WEBNERTICAL Wl Ibd 6UN NAIL5 (0.13lx3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY CONFIGURED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • CONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 XMPRE55ION WEB w/ (2) Ibd 6UN NAILS (0.1310 1/2"). • GONTINUOU5 LATERAL 13RAGIN6 5HALL BE RE5TRAINED BY DIA60NAL BRACING (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EACH 6ABLE END WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ROOF SHEATHING GOMPRE55ION WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE - ::::.:::::::.:..:.:::::.::::::.;:.,::.:.::..::::::::::::: INDIV. TRU55 SHOP DRAWINGS FOR LOGATIONS) 2x 5TRONOBACK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN 6WB GEILIN6 5EGTION B-B A TBWTE rETHM 1(3) OR mom SAR M695 AM Www 2x 5TRO%BAGK (NOT RE0V FOR 5TRU(,'TURE) DIRECT -APPLIED PLYWD/05B r. WEB MEMBER REQUIRING BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRONG5AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQV FOR 5TRUGTURE) TYPICAL TRU55 ELEVATION PERMANENT TRU55 5RAG I NG DETAILS $ NOTES WALI: NM DIRECT AP101.I017 CaILIN6 11 f G LL �,a,� �r COMPONENT � GLADDIN6 PRESSURE ZONES Gomponent5 � Gladding bind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II Enclosed, 0.18 Int. Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (�F) (P5F) ROOF (HIP) O +14A -26.6 2r +14A -36.8 20° TO 27° 2e +14.G -36.8 0 +14A -36.8 OI +14A -28.3 2r +14.9 -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (6ABLE) 20° TO 27° 2n +14A -45.1 O +14.9 -53.6 0 +21.2 -22A WALLS 0 +21.2 -28.3 " OTE:Pre5sures charted here are allowable pressures and are permitted to be converted per ASGE I -lb 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 care scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. 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 SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: �����`5 G� � No 77824 ADO; STATE OF A/\ AL���� © copyright Structural Engineering, Inc. z _J CD w z z z w J Z= c L) W� cn Z =A JH z W C CA MLU ac M&K project number: 068-1 9022 project mgr: drawn by: BC issue date: 07-07-21 REVISIONS: date: initial: W 1 � J o W 0 W � x o J O 'L � Q N H .a I-' Z U �00 a � LC) Y _I J sheet: PBSBm I L 0 p A