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HomeMy WebLinkAbout6782 Shelby Lynn Way�� ABBF��YIA'T'IOI�IS 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 �, CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND RCi';F�i� 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 F��OT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WyyM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM �vnanlan Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" i 6782 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 065 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 AREA TABULATION: ELEVATION "B" 1ST Fl_R A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TO1-AL 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 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 ALL WORK Jtii�i.'. �;�p��E �r iNE��i I,REV,41LiNV CODES FLORIC;', 5�;_�.,r-�._1.'-�.�E NATIOraAL ELI�.CTfZIC ��C�F, Af��� THE CITY !��' �F;P,yY�tHiLLS QR[31i�ANGF ,. 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GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 'SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 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 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 NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED . 2THE 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 ONEYCOMBCORE 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 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 IA 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 I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (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 RED BY THIS STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIESUSED FOR SEPARATION REQUI PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS PE - U O OS OF O N SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT 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 FLAM 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. EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S 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) I 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. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED QU EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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. INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 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 REMOVEL BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES . SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2 AND ) M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 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 LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 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. R311.7.2 HEADROOM 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 WITH THE MANUFACTURERS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW 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). FROMTHE 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 L. VERTICAL. 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 ( ) , AS MEASURED VERTICALLY, MANUFACTURERS 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. R311.7.5.2 TREADS 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 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION 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 MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: 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: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST 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 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. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: STANDARDS. 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 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 I 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 PRO PROVIDED WITH AN 6. AT WALL AND ROOF INTERSECTIONS. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. cr W �-_L ~ �o°P >o ao LU F- Ir cnUww Q = W g� J(j)LIJLLJ - fYcr �zZF-W Q Lu a a _ _ Ir _j 0Oc� Z LL (n Q?cz n O �Q 2 cn o w 0 0 0 Z U O I••� W O 0 s z O IL Z O U W I I I i I i i c O� � � p ; 5 I �ILNAQ j * ; No 77824 i ' I '• LATE OF ; t im j 0R1 s;O0 COMMUNITY: LINKS FC;USA SPRINGS PLAN # 6101 L RELEASED: 5/12/21 i SHEET CS2 r� z Q cc 0 Z a. w cn w Iffiv Y 3-SIDEI ACRYLI, SURROUNI 10 10'-011 121-011 16'-8" 01 611 1 1 1-011 611 STUCCO WRAPPED — — — — BEAM @ T-8" d p STUCCO WRAPPED I p 2 a 4X6 POSTS a A 5.1 aop � I � a^ 3;I LANAI R. @ p 00 O U 8'-8" CLG. I O U - _ O m MOISTURE RESISTANT m _a O •- I DRYWALL CEILING I r 1 8'-8" 91-4" 14'-811 ' 61_011 01 6068 SGD *35 SH 35 SH TEMP. �— ( 53"x63") EGRESS XFER r r- GRILL = 181-611 " s� 15'-211 �RK ADD 7/16" OSB TO AHU ON STAND MECH. CLOSET =`0 0 30" AFF GREAT CEILING FOR FIRE ROOM DRAFT STOP 8'-8" CLG. cV N f"' T 00 OWNER'S r_ T RETURN AIR GRILLE SUITE (4)12" SH 8'-8" CLG. S 5'-1 111 2 M LO - f 0� ?� 1 _ co N cc i ���� m 1 11 (DI I I O I> 2 -0 g cc Z 32" Z+� 8'-42' 1 OWNE Sri a - rN BATH 0 00 1 8'-8" CLG. m M 11, 51-111 01 _J1 I p I 1 r1 3i_31i Lf)O� - o..' 1 - 1 N 1 L.6� z 1O co c'0 r (O N cod 36" HT. FLAT cxi I O couNrERroP KITCHEN , DINING " I I M 8 -8 CLG. d AREA OS WIC N WC r 8,- a„ CLG. 1 " -52 61_ 42 8'-8" CLG. , I I i O 101.5111 1 11 1 II 2 2 -4 4 -9 11 1 1 11 I 1 _ co � 8 -8 1 I 1� Q F-''--' WATERLIN i Ilid- -,1 OPT. REF. 1 --------J --- im _ III HIGH O R&S & L N L JI x T co cc U) w 00 "' BEDROOM 4 M CL ; ca % DRYER n- OPT. o1 LAUNDR ' �N BEDROOM 2 N i� „ I m 8 -8 CLG. I� 1 VENT i i I 8'-8" CLG. I �' 00 8'- n,� 1 I CV "CLG. =w `n ih x I r----i , I IJ I a� 11 W I I d i CL N X PIi Zo i it 1 i ��a r 2'-71" 2 WASHER 0I - U— --J J 8s� 2 L 3 '-iii r SH - 12'-92" L BOX 1 61_811) V� 10'-211 2 - - 51_2211 XFER GRILL - '�N 1 �, 1 111 � *- �� 2 -52 m 6 _ 41_6+111 � ai 2 ...ark Fa`:_ P°K.a ..'•: w;: . _ 1 XFER HALL co GRILL '- i� HALL 8'-8" CLG. a U 8''-8" CLG. g�BATH � `L 2868 SC W/ cV WH O En m m a �� 00 ,- 1„ i` 3 92 51_0111 2 SELF CLOSER N D CO - LAv I 18'-10" o 3-1 " I - 01 F----------- I L 2" CONCRETE 2'_0" o WC co co 22" X 54' CURB BOLLARD PER ® �I FOYER ATTIC ACCESS i COMMUNITY -1 >; m I 8-8" CLG.------J SPEC'S c" 1 CL �cQf _ 2 CAR GARAGE ---R81s---- - _ 1 —�r�6 N 1 co 8'-8" CLG. CL c� m1/2" CEILING BOARD „,. z f f r ABOVE ' n 3' 24" J" WALL BOARD ON N ��4' �, 68 GARAGE SIDE PROVIDE 61-8" 21-411 INSULATION AS REQ'D - XFER o GRILL 2" CONCRETE p BEDROOM 3 CURB N - 8'-8" CLG. C)--------------------------------- \�'` ----- ' ENTRY I \\ I T 8'-8" CLG. O _1 I 11 co01 I I EADER 7'-4" o *25 SH i �' 16070 GARAGE DR. ` N (37"X63" EGRESS) 5'-011 8141 1 11 ^ 1—^ 1' 2'-0" i 1 C1_011 ` 21_011 13'-4" 5'-4" 2V01.011 38'-811 FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" ME LEGEND SYMBOLS I A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE Q TBP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION NOTE:INSULATION •• WALLS ARE DRAWN TYPICAL DOOR PLACEMENT DIAGRAMS DOORS LOCATED WITHIN A LENGTH OF WALL 3-SIDED ACRYLIC O ARE TO BE CENTERED UNLESS DIMENSIONED SURROUND OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACED 16" O.C. FOR VERHANGS GREATER THAN 10" SOLID SURFACE COUNTERTOP V-2•' MAX TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWG. cq WD.BASE MOLDING FINISH FLOOR Q FINISH F OOR, r—suBFLooR IT NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. w �]_cc �00E- } >ccQO W:)I)F- IX QpLUF- W q i J U) W — 0 cc z z Z O W J CCga<Z W a 2 a =zLLw F- Q Z 1l cz'� 1 c Q O F— Z O _� z 0 0 a U 0 O 0 Im Iwo 0 0=0 z 0 CL M �0 O. U G Q U) o� U STATE OF I��ORIOP:•'G�? ss�oMAL ����� /fiElU COMMUNITY; PLAN # 6101 RELEASED: 5/12/21 SHEET Alel U) 0 z a m p 06 U) z g a w U) w x H Z F- 0 cc cc a O m cr w O p z I— V c.� w m J w cc (L x W U) w 2 O z z ¢ z O EA LIIL.I llu ! A 1 r�w.�•WI..•Y�Y.�Y.! 1lur ����•� Ipl ED STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" , GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" Zlo m - �J SCALE: 3/4"=1'-0" 12 ROOF SHINGLES PER COMMUNITY SPECS � 5� (TYP.) *35 SH REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) HEEL HIGHT 4" WIDE STUCCO 1 1_Olt 1_011 12 12 5 7- I p 5 BAND (+1) J 41' r T.O. MASONRY I EJ 1 1 - -- 12 5 CRICKET 12 5 12 5 12 5 35 SH:: ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) T.O. WINDOW _ 4" WIDE STUCCO BAND(+1) 18" DECORATIVE FOAM SHUTTERS 1 _ 4 WIDE STUCCO _ Ell 1 1 1 BAND(+1) 2'-0" STUCCO 2 CV BAND RETURN --- --- -��� -- -- FIN FLR __LftU79SaA�ASa�Dl3�----------------------- FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR FINISH °` Y"..; '•':. 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 & C1063 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) ly W /'yam } / 0 >. Wo ao Q Z) a 00 Y I- Z ,d LL O fn _O Z 4Ill ZZ Z ~ � J W CL _ (n O OW _Q n cz C n 0 � Q Q U) z 0 ICI w u w 0 W-j x ao I< w o � cd 0 z f--" o z o Q O � W N co 0 4p, N U) O� 1 No 77824 --r ; STATE OF , �s �• 10RID.,' d ttttbttli;4 COMMUNITY: PLAN # 610 Of RELEASED: 5/12/21 SHEET A2. 1 z z O J z z 12 51 r—, ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 12 5 r�== 5 =-- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 - i 12 5 12 5 35 SH *25 SH 2,-0 ol LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 ---115 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE_3+ BODY COLOR FINISH `':;•4r•�••.:. 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 & C1063 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) cc W > 2 cr- �OOF= - } >Lu o a0 Ill ::)ot— c)Uzi Ww cr- cr. 1r Y01-Z Z Z Z O Z_ cc :5 U) J WD-2ca �U)a0Q = Z ILL U) �F-QZD cz,Q� n o H O � Q Q 0 OWI 0 > NJ onIn w j w � A 0 m I--" z 0 IL a A O R ix U W G N Og To No 77824 STATE OF s` ONAI COMMUNITY: PLAN # 6101 RELEASED: 5/12/21 SHEET A292 A z 0 z g 3- :n 1' ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2283 SQ. FT. 1096 SQ. IN. UPPER VENT 40% NET VENT MIN. 438 SQ. IN. UPPER VENT 50% NET VENT MAX. 548 SO. 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 552 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 84 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 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 W } 2 2 0 0 w�¢ O p cAVzi WW cc ~>a.a � Ir Y O H z 06I_00co zzz�_'z ° :� U) z J W am 2 a �c)000 � 2 Z LL U) � QQ N. a cz O zd� O � Q Q 2 0 0 O Z U o a m 0 0 0 a 0 I z 0 a A 0 E W U) 04 � o * No 77824 TATE OF * 0WAL,� COMMUNITY: FLAN # 6101 RELEASED: 5/12/21 SHEET A3.1 , BUILDING SECTION SCALE: 1/4"=1'-0" PRE-ENG. ROOF TRU FRAMING SHEET FOF 0 T.O. WINDOW FIN_FLR___ FOOTING PER FOUNDATION PLAN im , BUILDING SECTION SCALE: 1 /4"=1'-0" a WALL 4DOW =LR. FOOTING PER FOUNDATION PLAN cc W }2� Lu �00F=— } WOWC¢0 p F- 1= F- W o Q 0 J W — z z z w cr ga�Z 3: m CL �=ZLL� < cz a c n O �¢ Q 0 � 0 0 0=0 U U w o U) Z 0 A 0 mum z 0 CL D 0 E U U) W G N O� Uo a a No 77824 ; �TATS OF • +vA'k� COMMUNITY: PLAN # 6101 RELEASED: 5/12/21 SHEET AS. I z L z Q D z CC S 3- n z r n z 3 i .0 n JJ L z n i r .0 i D i r z Q • m.m"w1■�llr�mppmww �! TM IR 1R_r. R ... 7 I II 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) 12 �SEEROOF PRE-ENGINEERED ROOF �SEEROOF PAN TRUSSES AT TYP. 24" O.C. PLAN BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. I (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. _EE BD. WALUM DRIP EDGE 1/2" (MIN.) CLG. BD. 1/2" (MIN.) J ::::::y—J SOFFIT INSTALLED PER CLG. BD. ix PT DRAPE BLKG MANUF. SPECS (J" TYPE'X' GYP. BD. ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE GARAGE SLAB, 4„ SEE STRUCTURAL — 4 0'-0" PLANS FIN. FL. SLOPE FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS GYPSUM PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD Z g ENCLOSURE FOR 3 1/2" cr J" GYPSL ELECTRICAL PANEL, FINISH W/ w GARAGE a BOARD J" GYPSUM BOARD NICHE F( ELECTRIC METER j ELECTRII LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN iv FIELD i ELECTRICAL cl) STUCCO j PANEL ELECTRII FINISH PANEL N EXTERIOR EXTERIO co CMU BLOCK CMU BLC WALL _ WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. iv CONCRE' - CONCRETE CURB REFER CURB RE TO PLANS TO PLAN; CONCRETI SLAB ON GRADE Al GARAGE FLOOR 0■IC v A 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. OILTOPOFC.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM 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 4 0'-0 SLOPE " FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION CadCARAGE DOOR SCALE: 1/2" = 1'-O" LATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS• 'I �L1�11� NMI ELECTRICAL PANEL NICHE AT CMU BLOCK WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ul ui �00�- >o�a0 LU a U) 3: W W ���g �crcr� Y 0 �- Z 0U-00cn ZZZ~z �gQ�_j wa=�� �cQa00 =Zu.cn ��-a?o cz o O � Q Q 0 0 U z 0 a) j Ono U U 0 �w a cn 0 0-i I--" 0 IL ol U Z O I U W G I I I I Zw O F I I i 0 No 77824 p ; STATE OF ; I 10NAL �11111111 COMMUNITY: I I PLAN # 6101 RELEASED: 5/12/21 SHEET c Av.2 k. TT "L" FLASHING SCALE: N.T.S. 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 ROOFCEMENT SHINGLE ROOFING im 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 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 F-- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED g 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) w ��— 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. STEP 1 FOLD 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 2 450 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 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 �OOF- > cc. 0 =)oF- Q j W CC W J U) D cc Y 0 F- z ,du-00U) z z z p zIll W a. I a- m U) a 0 �2Zwcn �P¢?o � cz''~ Q �c o O � Q � Z 0 � 0 U 0 0 0 � ma Im M W wA I- 0 z 0 a Q z 0 oC W I U Q I I �Z i as * No 77824 1 L* I— FTATE ;" I 1 t ORIO CD INI; LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 5/12721 SHEET 1 GYP i i 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 4; METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1/2" PVC t CONCRETE ENCASED GROUNDED ELECTRODE IF I I I ELECTRICAL RI NOT TO SCALE FIRST FLOOR ELECTRICAL PLAN CrAI G• i /A"_1'-nil ELECTRICAL KEY i� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET lot USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE or VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN Q EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR t4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) jm 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. 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 Ir W WZO= O>. >oWCQO uj Lu � Q p W ~ CC uj J CD W p cr cc It 06ZZ�W cc Z J W a _ 1 �cnp00 =Zltcn �I-QZp � Q ti a n O �a Q 0 0 0 a Boa u 0 J O mi '< 0moo u 0 w W-j j w ".r I z O CL Z O i O I I I Z O I I 1 I 1zZ aaaaa i I I 1 1 i i i i COMMUNITY: i c PLAN # 6101 I RELEASED: 5/12/21 SHEET 1 f n z R r n z 5 L u n L z n C t u L D _ L t u C D D 7 S 0 CV SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" w W } 2 � Lij 0=- �01 >oWCQO LU c�Uww Q=W~ CDm cc wg J D cr Y 0 F- Z 06 u- 0 0 co Z Z Z ~ Z crgU)Qz We=cra- �v)pOU p=ZLLa) � 1- < Z q) -44 Qo o F-� Z o O 0 0 U .,Z o w ao Z w(L o a M W J.m 0 U) z 0 A _o E U) W G O� MEo � Z aaa<a COMMUNITY: LINKS L A PRIN PLAN # 6101 RELEASED: 5/12/21 SHEET p 1 1 0 0 z W cc a z a cc a z g iL W MASONRY LINTEL ASSEMBLIES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADVL INFO rr---►, rr--�, 1 '+� MIN. (1) GOURSE/BOND MIN (U GOIIRSE/BOND LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL GROAT GRan BOTTOM REINF. �PRECAST LINTEL. W PRECAST LINTEL W EMBEDDED REINF. �_&EMBEDDED REINF. MB-1 MB-2 i ' 1,- TOP COURSE, IF I i '++- TOP COURSE, IF LQ11, J m I LQJ I REQ'D PER ARCH. REOP PER ARCH. TOP REINF. OR COW. CONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQD GROUT GROUT BOTTOM REINF. BOTTOM REINF. -` PRECA5T LINTEL W i EMBEDDED REINF. PRECAST LINTEL n/--'�-t EMBEDDED REINF. MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-0B/OT ----- ----- MB-2 8F8-I13/OT ----- (1) #5 MB-3 8FI6-I13/IT (1) #5 (I) #5 M5-4 8RFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT5 CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION 5HEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P13513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. KITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE $ FA5TENER5 IN GONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA135 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE 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" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPES. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL NALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MA50NRY (ELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (A5 5HOHN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5 POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3'W.131" NAILS 5'W.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c.* BLK'6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS a 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS a 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP a CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN) TH 15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENT5 FOR THE FOLLOWIN6 WIND 5PEED 4 EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND SPEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K 5TRUGTURAL ENOINEERIN6. EXTERIOR 4 SHEAR HALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 056 FASTENED w/ PI 2y211x0.131" NAILS @ 6" o.c. ALON6 PANEL E06E5 AND 12" o.c.. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2Y2"x0.131 " NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 2"xO.131" NAILS ® 6" O.G. AT ALL PANEL EDCE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATE5 FASTENED TOGETHER rI/ 3.Y2"x0.131" NAILS ® I6"o.c. USE (8) 3Y2"xO.131" NAILS ® EA. L'-`.P SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARHALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC5 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3:�b SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EM5LIE5 SHALL BE NOMINAL L5/ " THICK. APA RATED 5HEATHIN6 MI6 EXP05URE 1 055 OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure gym® OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P51F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P51F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 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). OPressures 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 TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHINC SHALL BE 1/16" MIN. 055/PLYH000 5HEATHIN6 24!! �16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO CABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6ES AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I GUIDE TO 6001) PRACTICE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS o 16" O.G. UPL I PT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF C71RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD HALL/HOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL :J SIMPSON HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOAD5 PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: : : : : : : . : I EXTENT OF OVERFRAMIN6 L- - - -'.J •-- -- --------INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATE5 POST ABOVE. PROVIDE 50LID BLOGKINC UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K CATE60RY II GENERAL FRAMIN6 • EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16' O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER 0 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK 5TUD5 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 d HEADERS H/ 3-ROH5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS H/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL NOOD FRAMED EXTERIOR WALLS w/ 1/16" 055 FASTENED w/ 2y2"xO.131" NAILS ® 6" O.G. @ E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 p51 • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO^b psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROH5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROH5 y4"x3Y2" 51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) o 16" OIG. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 8 2x8 MEMBERS. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OFY4"xb" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK 5GREW6) o 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENINC AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREI^I5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM E06E. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 o 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JOI5T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-J015T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE EDCE5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3'W.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUGTION NOTE5 • (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMPSON A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (3) %," DIA. x 3 Y2" LONG TAPGON5. • FA5TEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 5/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: OW 1111IIf// ,S b�CENgF•.�YCri 1 µO M24 .9 LTE OF 0 Z copyd S ial ��i ing, Inc. 0 z J� w w z �Z z w J a Z= �= W� JH z =W C ca W CC 0 a CD aE� 4 .r - c CE a' E s Y cD N S a. M&K project number: 068-2001 1 project mgr: drawn by: issue date: REVISIONS: date: W H 0 Z J d H U LO sheet: JSB BC 05.1 1-21 initial: Q 0 J LL z x IL LO LO J V � z 0 _.. J J SM0.0 , 0 0 r • • a 2 5D-1 r e 12'-0" LANAI SLAB: 3 Y2" GONG. SLAB ON �y GRADE (2500 P51 MIN.) w/ 6x6-W1.4 1NI.4 MESH OR FIBER MESH I LU D- ON q5% GOMPAGTED FILL OR VIRGIN SOIL. I ALT. a � I HVAG I I SD-) 5D-I UNIT I 3 Y2" STEP IMEN • • RM 12" WIDE GONG. TURNDOWN EXTENDED MIN, 12" BELOW GRADE 2 5D- II'-10" , 6'-2" 20'-i5 I I i 5.6.D. REGESS PER JI MANUFAGTURER5 NSTRUGTION • • ' I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL i LOCATION DIMENSIONS. i I � � I I I 01 I T-411 I q'-4" �—------3Y2" 5TEPI----- J I I I 5D-I 5D-I I I I 3 Y2" STEP • I I I � Iis,I. Y-3Y2" I GARAGE SLAB: 3 Y2" GONG. SLAB ON GRADE r STEP (2500 P51 MIN.) w/ 6x6-W1.4xNI.4 -L _. MESH OR F I BER MESH OVER 6 - �� \ I MIL. POLY ON q5% COMPACTED FILL OR VIRGIN SOIL. I I SD-1 I I 5D-I L--------�---- ---J 2 5D- 2 5D- HVAG UNIT 5 5D- I• IRS 0 N 0 0 r LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 J •—INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: No 77s24 :a; STATE OF tU ��ij��` • 'ctOR10P •\2�\� © cop�id`9tjlS9IY�irK\\\\ Ili44rN t ring, Inc. z z _J W W Z c �Z z W a 1 9 Q Z= � I --A U 't 4 C Wco a Q. JP Z W Y Cl0 Co m W gc W a IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 0 5-1 1.21 REVISIONS: date: initial: sheet: MAY 2 4 2021 1 'Q Q 0 .J LL Z 0 (L z a � O CL �d D C� ~z J J In 20'-0" 5D- SLAB PLAN SCALE: 1/4"=1'-O" (2244 SHEET) SCALE: 1/6"=1'-0" (IlxI 1 SHEET) Fm 1 .0 O i in 6 I its 9 41_2" 4'-6"6# 3'-2" (0'-2" 5'-01/2" 5'-1 1/2" 4'-6" 6'-0" MB—I I I MB—I MB-1 I"ICI-J 51-011 31-211 5'-211 '-0 161-0 &*21-011 131 _411 ' 51 _411 . 201_011 d- I r i t- in r Im BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN& WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I:: ; I EXTENT OF OVERFRAMIN6 •-- — ----INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 5OLI1) BLOGKING UNDER P05T OR JAMB ABOVE. MABONW LINTEL DETAILS REINFORGEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SF8-OB/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 (1) #5 M13-4 8RFI4-I15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k6i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELON MABONR`1' LINTEL ABBEMBL I EB 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADO'L INFO L4J — MIN. (1) COURSEWV i t.4J - MIN. (1) COUR5FJ60ND BEAM ABOVE LINTEL BEAM ABOVE LINTEL BOTTOM REINF. PRECAST LINTH W1 Q. 1 PRECAST LINTEL W EMBEDDED REINF. 4—&— F EMBEDDED REINF. MB—I MB-2 __ i1 1 1 i L4J*t— TOP COURSE, IF ih I L.Q TOP GOU25E, IF I RWV PER ARGN. v i 1 REQ'D PEZ ARCH. TOP REINF. OR CONT.GONT. BOND BEAM ilt- BOND BEAM REW REINF. AS REQ'D 6RW R....E GROUT BOTTOM REINF. 130TTOM REINF. __PRECAST LINTEL. W PRECAST LINTEL. W EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MEMMOW L5T EFER TO 5-O.O FOR TYPICAL RUCTURAL NOTES � SCHEDULES �i seal: \iiiG. No 77824 13', STATE OF O copyrig�i'%IIOf1iAI-�y StrucE.0, I ngi eering, Inc. Z z JLU W W Z N �Z z W J Q � U • 4 W F- E-E Q) Q J� Q A �CM Z W :o Y 2 y W m g c M&K project number: 068-200 1 1 project mgr: J,S B drawn by: BC issue date: 05-1 `[ -21 REVISIONS: date: initial: sheet: MAY 0 0 J LL W t� z a U 0 Z .I :1 F '-w ■ � 6,. WALE: 1/4'*'-0" (2244 SHEET) SCALE; 116'*'-0" (I AI SHEET) Fm2.0 i 4 QFAQ I AmAl npnppr-n RFAMC�. LEGEND • = = = = =i BEARING WALL ABOVE • BEAM / HEADER • ` M LOCATION AND EXTENT OF 5HEARNALL • I: • : : I EXTENT OF OVERFRAMIN6 o -- -- ----INDIGATE5 I/8"A" 5AN GUT GONTROL JOINT ID INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 2% EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.115" RIN6 SHANK NAIL5 (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 8 DRA6 TRU55E5 w/ RING SHANK NAIL5 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E96E5 AT FIR5T 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" 5TYLE CLIPS ALON6 UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/ 51 MP50N VTGR GL I P5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65, SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 5'xO.151" NAIL5 0 169" O.G. UPL I FT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA HOOD 5TUO WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON HOOD STUD NALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BR6. ON GMU WALL ALL BEARIN6 POINT5 OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5PON515ILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD TRU55 GON5TRUGTION". M8K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRANIN6 SHALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOA05 5HONN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SGHEDULES seal: `i�►1111l1l��r� /ffz Gk +� JSTATE OF � O co rng\Inc. ocD z J� W z z CD z W J Z= U WF- W 4C Jz W y W MF M&K project number: 068-2001 1 project mgr: J s B drawn by: BC issue date: 05-1 1-21 REVISIONS: date: initial: 0 / o r---------i � 1 I I I I I I I ----------- - ;I I .J LU o / I.L vLL a' W C� / z 1 HIP GIRDER TRU55 4 / HIP GIRDER TRU55 I , 'Q (51 p I (51M.) I I HIP GIRDER TRU55 I < o v 4 V"JI `�' � u I 5D-2 I I 0 0 o W LL a Sk �- p co Lo 0 0Z 1 i Q J J ROOF �RAMING PLAN SCALE: 1/4"=1'-0" (2244 SHEET, SCALE: I/8"=1'-0" (110 SHEET) sheet: Spol.3 FILLED GELL5 (5EE PLAN) 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL 4" GARAGE - OVER 3/4" FURR 5TRIP5 -PER BUILDER (I) #5 VERT. FROM FT6. TO N TOP V I E VS BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) @GORNER 30" GROUT GELL 50LID GONG. OR PAVER I GARAGE WALL < 9 DRIVEWAY r BEYOND p 6RADE III=III=III=III=1 m .,d . II —III —III —II Ill. -III—III- rl 6ARA6E SLAB - -11 I —I 1-3 1I I I�,4" (5EE PLAN) o III_ vI 111L '—I II m III a. III 1I- i / a 111Tl 1L � �_� I 16"x8" THICKEN. EDGE H/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL W&M WS 8" GMU BLOCK DQ 8" WIDE GONT. GONG. GURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL GARAGE 5LAB MIN.r-InI130" GROUT GELL I } F(5EE PLAN) Z Q . e d � _ III —III —III az� o 6RAVE11_ 1=III a III=11=1 I I= 11—I III —I I ` I—III=111-1 I Q '; I I111I m I I I II III —III —III_ —III—III- (1) #5 DOWEL H/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLAN5 FOR LOCATION) GLEAN GOMPAGTED—,' III 1 =1 11= ' ' ' FILL A q5% WI TH MONOLITHIG FOUNDATION 5TANDARD DENSITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE w/ (2) #5 BAR5 I-5TORY: 1'-0" HIDE N/ (2) #5 BAR5 GARAGE CURB DETA I L 6" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRE5HOLD ----\ 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN5) —� V m GLEAN GOMPAGTED-j FILL ® q5% STANDARD DEN5ITY AND TERMITE TREATED 2-STORY: I'-4" WIDE W (2) #5 BAR5 1-5TORY: I'-0" WIDE IN (2) #5 BAR5 EXTERIOR OUT5A I N6 4 56D POURED SILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) I tR LU MONOLITHIC FOUNDATION IN (2) #5 GONT. ON GHAIR5 ' I_=1 I I— �• . I I Ili=(1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I II III=111=111 —� I I (5EE PLANS FOR LOCATION) I I iI I I I I I —II GLEAN GOMPAGTED ,, I I I I =1 11.-11 FILL 0 q5* HI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4f WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 FOOTING SECTION N BLOCK DETAIL WAa. RM 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRE5HOLD 5ET IN SEALANT PAVERS (5EE PLANS) J v m GLEAN GOMPAGTEDJ FILL ® q5% 5TANDARD DEN5I1Y AND TERMITE TREATED d d a .. a. d III-1 a .. �. ' III—III—_� 111—I 11= a < ° I —III III—III=1 —III- ` d Ed III,,I,III I I —I 1 I I fa- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) MONOLITHIG FOUNDATION H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TOR"(: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETA I L PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THIGKENED — 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WALe: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) �t z `t EXP JOINT v m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) ' I I=1Ti�Ff'--(1) #5 DOWEL W/ 6" HOOK AT I11=III- ALL VERT. WALL REINF. 111=III=111=1 I �MONOLITHIG (5EE PLANS FOR LOCATION) GLEAN COMPACTED =,iI I I I,,I I1-1I I— FOUNDATION FILL ® q5% HI ' STANDARD DEN5ITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE W (2) #5 BAR5 I -STORY: 1'-0" HIDE H/ (2) #5 BAR5 -:;)EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL s &I. MS Y" GYP. BD. EA. 51DE OF 2x4'5 A 16" O.G. Y2" J-BOLT5 6" FROM EA. v END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) W—W, .?_ STUD PLATE TIE5 PER > PT BOT. PLAN 0 5TUD TOP d PLT. BOT. d (2) #5'5 GONT. H/--1 ll 3" MIN. GLEAR 8 8 UPLIFT GONNEGTORS EUGH A5 5TUD PLATE TIE5, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL WAW: NM 8" GMU (1) #5 VERT. FROM FT6. TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID cZ �cc L L dJ O RADE I I I=I I I=I I I=I I I= O GLEAN GOMPAGTED FILL ® q5% STANDARD DEN5ITY CHASE DETAIL S 5cat.e: � R4.1 FI-FOIL OR EQUAL OVER 9/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) e a � "III-111—III—� 11-111-1 I 1-111 . I1-1I1-111 1I1- PVC GHA5E 5LEEVE TO BE TWIGE THE DIAMETER OF PROTEGTED PIPE �— MONOLITHIG FOUNDATION ll TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE W (2) #5 BAR5 1-5TORY: 1'-0" HIDE W/ (2) #5 BAR5 seal: No 77824 STATE OF ,° W MULHE1iNi�l��� © Copyright : Structural Engineering, Inc. CD z m W W Z N g CD Z w 0- J ZQ� H V • �Q C as =a Q. � ^ mi Z W IO Y � ca W m _ g N am� M a IV 19 M&K project number: 068.2001 1 project mgr: .JSB drawn by: BC issue date: 05-1 1-2 1 REVISIONS: date: initial: t� o J LL F-o J W � z a 0 a z � W 0 2 z U 0 Z Q- 0p z LL C� J J sheet: WALM NTS SDm I FA5TEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. ----% w z< U 2x6 FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR - 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM - W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 I T�/I ON SCALE: TRU55 OVERFRAMING PER PLAN --� SECTION 20 SCALE: .i/4e=I'-0e PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH 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 2x6x12" OR CL OF OPENING 2XSXI2 P.T. CENTER BUCK • • 3/8' DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH 510E OF OPENING -VERIFY CONN. REQ'MT W DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2"x3W THICK WA5HER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ASV. CURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G) 5TART BOLT5 AFTER GARAGE CURB (8" MAX) GARAGE DOOR BUCK DETAIL K SCALE: NTs PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FA5TEN ROOF SHEATHING TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 2x6 FA5GIA -5EE ARCHvr REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL w/ 24" LE65 SECTION 3 SCALE: S/4'-I'�Oe VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVER�RAM 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 51LL, WINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QjMA5ONR%( PIER DETAIL E= NTS TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5GIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO BLOGKING IN EA. TRU55 BAY w/ 2 NAIL5 o 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. WW HILTI ON112P8 PAF'5 FA5TEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 W 2 Y2"x0.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS CONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 p RETR01=O1 T DE I— SCALE= 8/4e=I',• TA I L SECTION SCALE: S/4'=1'-0' ALL LAPS IN MA50NRY 25" 102211► dWym #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETAIL SCALE: NM 5EE DETAIL I ON 5TRUGTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN 5TRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 56REW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 YY LONG TAPGON5, FA5TEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Y4"xO.131" NAILS ® EA. END. TRU55E5 PLAN T CONNECTOR 5GHEDULE WALL REINF (TEND INTO BEAM ROOF TRUS -5EE PLAN (2)3 YYXOJ�_ 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 2 %"xO.113" RING SHANK 2x4 FLAT 13LOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %" TAPGON (2)3 Y2"xo.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM 01EKW 1'-0' BY WINDOW/DOOR MANUFACTURER NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wb"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FA5TENED W/ OUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUGK MATERIAL MAY BE ADDED TO EXI5TING 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 2Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. KEN W I NDONDOOR BUCK DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE!Y4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION I N5TRUGTI ON5. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'G \\ I,/ SLAB, EPDXY 4 DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I �I I co GRADE 5EE TYP. FOUNDATION DETAIL5 FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN J IN GROUTED CELL I_ z I � MISSED DOWEL RETROFIT DETAIL SCALE= NTS SIM. • CMrJ STEM FM DROPPED 6RADE P.T. P0 PO5T PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4'=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal::'e``Y13 GO- f . J w �' Me 77824 '. * a . 0 , STATE OF 0POP ' 4- __ * Cr © coPYngh . � \�g St r�M�n, nc. z Z_ m w w cm _Z c� Z 8 W Ga. + < Z= .a v It_ A �a W W �E :2 5 g =a 00 E Q. �, o _!'_ Z W O o e �CA W m _ 6N C. M C. IV M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 0 5. `j `[ .2 1 REVISIONS: date: initial: sheet: Q 0 U. J UJ N � Ca z a 0 n z 4 � 0 (0 co Ca � J SD-2 PERMANENT ROOF TRU55 BRACING NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ65 4 BRAGING OF METAL PLATE CONNECTED WOOD TR155E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRACIN6 DESIGN. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRACING: THE TRU55 MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (NE55, VERTIGAL5) THAT REQUIRE LATERAL 13RAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRACING 15 REQUIRED A5 INDICATED ON SHOP DRANIN6, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51433 FIGURES 133-18 4 83-19). SHOP APPLIED REINFORCEMENT PER BG51-133 FI6URE5 83-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGING MATERIAL SHALL MATCH THE 51ZE OF THE NEBNERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LEN6TH OF THE NEWERTICAL MEMBER. • FASTEN 'L' OR 'T' REINFORCING TO WEBNERTIGAL N/ Ibd 6UN NAIL5 (0.I31x3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 RON5 OF LATERAL BRAGING SHALL C.ON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU% BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N P�EB W (2) Ibd 6UN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIA60NAL 5RAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® 51DE OF NEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYW000/0515 A ROOF 5HEATHIN6 GOMPRE5510N NEB (5LOPIN6 OR VERTICAL) r� GOMPONENT J �G4 ff GLADDIN6 PRE55URE ZONE5 Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.15 Int. Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE550RE50 HT: 25 FT. (P5F) (15F) ROOF (HIP) O +141 -26.6 2r +14.G -36.8 200 TO 210 2e +141 -36.8 O3 +14A -36.8 0+14A -28.3 2r +14A -45.1 ROOF 2e +141 -28.3 O +I4A -45.1 (GABLE) 20° TO 21° 2n +14A -45.1 0 +14A -53.6 O +21.2 -22A WALLS O +21.2 -26.3 • TE:Pres5ure5 charted here are allowable pressures and are permitted to be converted per A5GE 1-16 Section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst Gaye Scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: f" t ' , ,il:ifp r/r f / \�\��Q. •.•�,�c EwsF 11140 77824 yr • �7L • r SIVE O cc )PAZ �*/, MW 5i2g, Inc. I.i■CD z z J� w w CD Z w J Z= �U W� J Jz W C y W d". 7 M&K project number: 0 rn a LZ .�n Q A 4 v� c Y 32 4) '5 m E aA v g om N M n GONTINUOU5 LATERAL BRACE 0 6 8-2 0 0 1 1 ALTERNATE A (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE INDIV. TRU% SHOP DRANIN65 prof ect mgr: B FOR LOCATIONS) drawn by: BC BAGK MAY BE FOR issue date: CON5TRUCTABILITY 05-1 1-21 INSTALLED TO KEEP EVEN 5PAGI% AT BOTTOM CHORD (NOT REQV FOR STRUCTURE) REVISIONS: CONTIN. LATERAL BRAGIN6 date: initial: TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 SHOWN 6NB GEILING SEGTION B-B a.tERM'M WE W wM 0) OR MOM 5 An OWM Mu 2 4 2 0 21 WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON613AGK 2x 5TRONGBAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTA13ILITY STRUCTURE)TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REGIV FOR • �1 �i STRUCTURE) C�1 DIRECT -APPLIED �1 PLYND/05B DIRECT -APPLIED B 'L' OR 'T' BRAGIN6 A GNB GEILIN6 WEBS DE516NATED BY TRU55 MANOR TYPICAL TRU55 ELEVATION PERMANENT TRU55 5RAG I NCG DETA I L5 $ NOTES SCALE: NODE DIRECT APPLIED GEILIN6 J d H d O a 0 J LL J W (6 z Q � o CL J z � a 'o D L� R J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: BSBml v 0 .6 fl k