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HomeMy WebLinkAbout6750 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 4 ANGLE MIN MINIMUM Ca) AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS 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 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 WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB VTI an I OnTM Companies 90 Matawan Road HE Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "A" 6750 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 059 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 "A" 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF LANAI 120 SF TOTAL U R 2,863 SF 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 D RAWI N G INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN NOPK SHALL A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTION A5.2 TYPICAL WALL SECTIONS ORUiivA�iNCEF'~, WP-1 WATERPROOFING DETAILS WP-2 WATERPROOFING DETAILS - E1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN REVIEW DATE A'w S-1.2 SECOND FLOOR FRAMING PLAN C4 i'` `,-l_.EPH� �FA l PLAN EXAMINER S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 . STRUCTURAL DETAILS PRE Cr W uj o0Lu WccQ0 �o U3 U , W Q�w� � U) Lu uj �crIrIr Y 0 H Z �U-00U) ZzZ~z u J Q � _ cr J 2 m �c�p00 2 Z UL U) �I-a?o A1UNGZ a �_ cz Q o O F- 0 w u wA 03: U I�1 o wA J O O ' U I A w 2 w O_ R lx uj c) G o J z � 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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS:5. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 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 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 DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 R302.6 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. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. 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: GARAGE THE ABOVE FROM HABITABLE ROOMS AB O G PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. GARAGES: 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. REQUIRED .1.1 WHERE 12RE R 3 Q 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 UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSAIfRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF F B THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERI R O O THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET 6.5 M2) AND ( M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311FIBER-REINFORCED STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF STAIR T NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF 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 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 PROVIDEDD IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES 196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS) THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL FROM RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT THEAD) APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. L. FROM THE VERTICAL. OPEN RISERS ARE PERMITTED AN ANGLE NOT MORE THAN 30 DEGREES VERTICAL. ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE 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. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR 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 COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 318 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION, INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION 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. IT IN ES 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 THE ENDS MASONRY, WOOD 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 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). 3 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. _ W wzo � wLuZO >a0 LLI 0 [n W co � W aU)Wg °SZZ�W W Q M Z J U p O U p = Z LL U) �I-<ZE a c c n Q 2 " Q 0 U) o w 0 O Z O ma j im 0) W cr 0 w ft z o W ma (9 A w 2 w O E M � U N c N w 0 c" O J 07 o� 07 E OAa -oGENsi,, �. ' 77824 ' STATE O Al- COMMUNIM LINKS @ MW SPRINGS PLAN # 6102 RELEASED: 7/14/21 SHEET CS2 1 A5.1 35'-0" ol 22'-2" ; 9'-411 3'-611 3-SIDED ACRYLIC 7 ` ACRYLIC SURROUNDI / / SHWR PAN*3050 SH SH In L_....- — — — —— ® _ i SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 0 1 r-- co 0 = co Cc0 wIr coO 91-411 14'-011 35 SH 1 A5 35'-011 10'-011 , I I 1 I PATIO 10'-0"x10'-0" 13'-411 7'-2" 11'-011 5'-2" o0o i E---� o o L------I D/W I I _ TnN - I GREAT ROOM DINING AREA `o KITCHEN � 8'-8" CLG 8'-8" CLG 8'-8" CLG 1,1 7 -82 221-511 3'-311 Ln JI z I Cr) e c O I I j� 36" HT. FLAT T- COUNTERTOP c�l ISLANDS 2x4 STUD WALL & SOFFIT BELOW STAIR 1„ 31.5_--- 2 I—, II OPT. 1 I W/ "GYPSUM BD. pp 11 REF i 111 9'-42 11 6 -0 3 -7 1 111 8 -p2 M 1 11 11 4 -3 I1., 2 -�5 I 1 3-SIDED ACRYLIC SURROUND OI s tx STE �V 91_ 1 „ BATH s� 1 cr) _ R&S L CL (4)12" SH . ?d _a 68 0; XFER 31011 / GRILL 5'-112" 3'-12" '-3�" FOYER EXTRA SUITE 8'-8" CLG BEDROOM -1 8'-8" CLG N CV r RK -1 XB T 41-011 101-1 11 51-321/ 211 *25 SH (63" EGRESS8'_CI" 5-8" 0 ENTRY 0 co co co 8'-8,F C ~ g co I Ig u- I FLAT SOFFIT LL t17 Qa 8'-0" loe 1-p 1 41-811 1-C 61-811 1 01-411 FIRST FLOOR PLAN SCALE: 1/4"=1'-0" co caii PTR 2868 SC W/ SELF J tL CLOSER /BBOILILAA�RD 21-011 LINE OF 2" CONC.CURB2 CAR GARAGE PER 1/2" WALL BOARD ON GARAGE SIDE 5/8" TYPE "X" ON PROVIDE CEILING BOARD SPEC'S INSULATION AS ABV. REQ'D O N ---------------------------------------- I I ><�. 18_32 I .- I I �• 35'-0" 12X12 COL. 16'XT GARAGE DOOR I 16-0" I I I� o Co N) IKA I I m I I = ,_411 10 O 1 REF. 2X6 WALL LEGEND SYMBOLS e BUILDINGIWALL SECTION SHI MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 1011 NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE Rb (c� 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE LIMAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ Fv WD.BASE MOLDING FINISH FLOOR 3 F OOR� —SUBFLOOR FINISH ❑��w wzO� w�z0 > oC Q 0 LU ❑ H cnUWw Q = W ~Q CL W J C/) L Lj ❑ cr oC oC YOHz ,aLLOOcn zzzz�=z_ M J Q J 41 z: cc =ZOC/) Z H Qcz a n O � Q Q O O 0 t) z w U o U) a z Lo O O 0 j O U �W A I� � w w O Uo N w cn tn 0 �o as 77824 1 fATE ;4: OF ; 14 ,FlOR10P .•Ge��� /j �Y/ONAL (COMMUNITY: PLAN # 6102 RELEASED: 7/14/21 SHEET Alel GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD WINDOW SILL WINDOW HEAD AND SILL DETAILS SCALE: 3/4"=1'-0" 2'-0'l LO N FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 24"x37" DECORATIVE FOAM 5 LOUVERED DETAIL rL 6" FASCIA 4" WIDE STUCCO BAND (+1) o.T.O. WALL T.O. WINDOW 1'-0" f 1 ROOF SHINGLES PER p _ COMMUNITY SPECS (TYP.) 00 cV 4" WIDE STUCCO BAND (+1) I� In i 0 12 5 00 co 2 ' F- 4" WIDE STUCCO BAND (+1) 25 SH, M FIN FLR -' ._ _. 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" 35 SH , 16070 GARAGE DOOR `II 4" WIDE STUCCO BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (+1) 4" WIDE STUCCO BAND (+1) 8" WIDE STUCCO BAND (+1) �w II to co T U) ON PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE •-' u;.. FINISH SAND TRIM COLOR FTiVISH 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) FOAM/POLY NECK TRIM 1" 12" CMU COLUMN, SAND FINISHED STUCCO SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" IY W }2� � O O } I-- >o a0 uj p er cc (AUwW Q = W_ ~ _ cc J I.L cr cr Y 0 Z 06 u- 0 0 U) Z Z Z ~ Z_ W 0_ 2 D_ �U) 0U = —ZLL(n �F—Qzp .cz � n a cz �ZC 0 Q Q o O �Q Q U) z O I� O w U mj O w a) a 0 0 Iw O c?j NJ z O w O U W e N O c" c* J cn O� co kkk a No 77824♦� ■ R ` ♦ w;WIE 10 ♦ I%Z�d r �f COMMUNITY: PLAN # 6102 RELEASED: 7/14/21 SHEET A2 91 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & 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) LEFT ELEVATION SCALE: 1 /4"=1'-0" I.T.T.. -iK-Q<II\G7t-mr.7 7-1-; RIGHT ELEVATION SCALE: 1 /4"=1'-0" Ir W _ M Lu �00� >o a0 W F— (nUCr F-wW Q = W F- _ CC as >cr cr{. LL L Y 0 F- Z ,dLL00� Z Z Z ~Lu _Z 0= J Q J W (L _ a �()00Q -ZLLu) �¢?o cz cz n Q o O �Z H O O O U O 00 w 0) Lo o w w O A 0-1 0000 w w 0 E U W On = J U) 04 �o Q No 77824 ` STATE OF • LEt COMMUNITY: PLAN # 6102 RELEASED: 7/14/21 SHEET A292 0 Z W cc Q Z a 0 co Z g W U) w U) 0 Z 0 Z g w U) W UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SO. IN. UPPER VENT 50% NET VENT MAX. 325 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 57 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" W }2� wz �00� } > cr 0 W�F- cr cnvWw F-- >a. J � cc:tr Y O F- z 0ILOOcn zzzz~z cc J Q J Wn-2cra �CDO0Ocn �F-QZ� CZ cz a coc V O 2 Fa- t 0 O 0 Z U O (L Im 0) p 0 O a O z A w w 0 U U) W G U) O� �o a No 77824 STATE OF • 1� o` tORI 0/0 iv COMMUNITY: PLAN # 6102 RELEASED: 7/ 1 4/21 SHEET A3.1 ECH INSULATION PER ENERGY CALCS. C, 1 X KICK PLATE / / 2X4 RE-INFORCING / @ EA. 2X12 STRINGER 1' MAX. 10' ifl / 00 "0000;c 42" LOW WALL / / / / / o / / / CL / STAIR DATA: 16 RISERS @7.56" 15 TREADS @10"+1" N 00 HALL PTRY _. .. ... - ... ... ... d I I I -.. - d :. .. ........... .............. ............. - - ... ............ : i I I I STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 CAP - (RIPPED) CASING - BY SPEC. riau: s G 2X4 KNEEWALL- BASE BOARD - PER SPEC. N ih 1X SKIRT BOARD 2X4 SPACER 1A DETAIL SCALE: N.T.S. 1A / 1 X8 CAP - (RIPPED) CASING . BY SPEC. GYP. BD. 2X4 BASE BOARD PER SPEC. r. I I I I I 1 I I I I I I I I I I I I I I I I I 1 1 1 I I I 1 I I I I I I, I I i I I I I I I I I I 1 1--J STAIR STRINGER 2X4 SPACER BESIDE STRINGER 1X SKIRT BOARD SKIRT BOARD /CURB DETAIL SCALE: 1 "= 1'-0" IA SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= 1'-0" AT FOOT OF STAIR 1A cr- W }_m �001=— >owC¢O w 0H ¢Z)LuF- CC w J07w� 5 cr cc: cr- °6ZZ�LLI __- wgQm-j -jc/)pOU �2ZLLw �HQ?o ryW 'C CZ �v Q O Q O O � U MEMO I< o lemo w 0o A 0) C?J � a o m 0 w w O W U) W G U) o� �o aaa • 77824 t � ` STATE OF • tv --� PLAN # 6102 RELEASED: 7/14/21 SHEET A49 `I I ROOF SHINGLES PER COMMUNITY 12 12 SPECS. (TYP.) I PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. —� T.O. WALL _—__— T.O. WDW_----- EXTERIOR WALL - BATT. INSULATION SEE ENERGY CALCS 0 N a0 1 p- I TI(� Y N T.O. 2ND FL C71� chi ----------- O�' T.O.M. T.O. WDW------ co b LOFT GREAT ROOM BUILDING SECTION SCALE: 1/4"=1'-0" MECH 42" LOW WALL CL 12 ROOF SHINGLES PER COMMUNITY 12 I 5 SPECS. (TYP.) 5 r �7 I/ PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL T.O. WDW EXTERIOR WALL - BATT. INSULATION SEE ENERGY CALCS 0 ' CV ap TI I in N T.O. 2ND FL T.O.M. pp----------- T co 9.0 T.O. WDW Lu cr cn 0=0 P W-j in U) 0) 0=0 U tQ 0 N 4oll & OWNER'S SUITE 42" LOW WALL KITCHEN 1 II CL SCALE: 1 /4"=1'-0" . BEDROOM 3 HALL I I CL 2 CAR GARAGE HALL \ EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @ 6'-4" A.F.F. PTRY �r-00E- >o ao w�pF— CC Uww c� QMwF— �c~i)w�w oZSZZ�W � Q Q � Z W D- 2 tr a �cnpOU p=ZtLcn � SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED -- - LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF PLATE (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT INSTALLED PER GABLE END ROOF MANUF. SPECS TRUSS - REFER TO 2X PT BLOCKING STRUCTURALS HURRICANE STRAP - REFER TO 1/2" (MIN.) CLG. BD. STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL 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) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 SEE ROOF PRE-ENGINEERED ROOF � PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END '> OF TRUSS - REFER TO STRUCTURAL. \ \OIL TOP OF WALL ' (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. S E 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE EL 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL DRAWINGS FOR SIZE AND (OR APPROVED EQUAL) ORIENTATION WALL SHEATHING PER STRUCTURALPLANS OIL TOP OF FLOOR (REFER TO ELEV.) Cx MID -WALL WEEP I SCREED/EXPANSION JOINT OIL TOP OF CMU j (REFER TO ELEV.) 1/2" (MIN.) CLG. BD. _// I TOP OF WINDOW DRAFTSTOPPING AS - (REFER TO ELEV.) PER R302.12 WHEN CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS ix6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT "CMU BLOCK BARRIER INSULATION (R-4.1) w/ CEMENTITIOUS ATTACHED TO ix2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE ot 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION - SCALE: 1/2" = 1'-O" 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 SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF PRE-ENGINEERED ROOF `� PLAN PRE-ENGINEERED ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END , HURRICANE STRAP EACH END ' > HURRICANE STRAP EACH END OF TRUSS - REFER TO `� , OF TRUSS - REFER TO �`�, OF TRUSS - REFER TO ` Z STRUCTURAL. ��� STRUCTURAL. Z STRUCTURAL. OIL TOP OF C.M.U. OIL TOP OF C.M.U. OIL (REFER TO ELEV.) (REFER TO ELEV.) TOP OF C.M.U. I I (REFER TO ELEV.) t 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE EL V. E V. BD. W/ KNOCKDOWN E V. 1/2" (MIN.) ----- PLASTER FINISH SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER SEE STRUCTURAL SOFFIT INSTALLED PER MANUF. SPECS (t" TYPE 'X' GYP. BD. MANUF. SPECS PLANS MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING 2X PT BLOCKING WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH PRECAST WIN. SILL SLOPE GRADE AWAY EXPANSION JOINT SLOPE GRADE AWAY FROM HOUSE DRIVEWAY PER COMMUNITY FROM HOUSE GARAGE SLAB, 4°J1. SPECS SEE STRUCTURAL 0'-0" PLANS 0'-01, 0'-0" FIN. FL. SLOPE EFIN. FL. SLOPE FIN. FL. `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. f GYPSUM - GYPSUM BOARD BOARD z g 3 1/2" a. �' GYPSUP w GARAGE a BOARD NICHE FOI ELECTRIC PANEL & WIRING ih ELECTRICAL PANEL ELECTRIC PANEL N `o EXTERIOR 00 CMU BLO( WALL CONCRETE N CONCRET CURB REFER CURB REF TO PLANS TO PLANS VERIFY PANEL ��'•�"" DIMENSIONS PRIOR TO AA �, SLAB ON CONSTRUCTION. GRADE I ::::::: GRADE AT GARAGE • o FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION CaUARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE • PLANS NLE m-w .��_■ jit �•+�T+•�I►"T�-ii'T±•i'�±j +jai +� •. �i"'i, FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-O" `—FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN 0 LANAI/PORCH SCALE: 1/2" = V-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION cc W }2� �00� } > <0 p (qUw W Q p W J U) W W lr oZSZZpW Z x Q 2 J LU�=c� p 0 U p = Z LL In �I-a?p r` O �Q Q 0 U O Z O �- (L�n O W-j w W O U U) W G U) O� � O as ' No 77824 ?STATE OF • t� o` W ORI COMMUNITY: : PLAN # 6102 RELEASED: 7/14/21 SHEET A5•2 O z t Q :n 0 z Q x n z g i ji 7) BARRICADE PLUS WRB (OR APPROVED EQUAL) ` TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS r-- 2x FRAMING FLOOR --SHEATHING PER SPEC. RIM BOARD REFER TO - -STRUCT DWGS. 60 MIN. GRADE D �•- PAPER BACKED I-� LATH WALL I� SHEATHING I _� r/8" 73-COAT STUCCO -y I �~ _ SHEATHING j FLUSH WITH - BLOCK WALL MID -WALL WEEP JOINT 6" SELF ADHERED FLASHING_/ 5/8" CEMENTITIOU COATING BUILDING FELT ' ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING CONCRETE AND TOP OF BLOCK BLOCK WALL I � I I = I � I I EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = V-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS - 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH wil � I CAA _ �. •: 0 �4t4" TO 1/2,." GAP MIN TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. APPROVED METAL LATH FASTENED @ 7(VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD P1VA Ml "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 ROOF CEMENT SHINGLE ROOFING 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING e THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED_ SCALE: N.T.S. STEP 1 FOLE FOLD INWARD ar PT. A STEP 3 V�l'JJ FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ `a7 77° STEP 2 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 0 00 WATERTIGHT SEAL. i 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 Iz W }2CE �00}� LLJ Wa¢O DpF- c�Qww apuj CC J U) cr cr cc Y Q H z 06 LL. 0 0n _O z z z ~z_ cr:5¢2_j W a _ it � U) 0 Q =ZLL(n �F-Qzp CZ cz �G gH 2 o Z V QU) O O I_•il (L I=" oXw wA O A w w Z 0 C" o � J � j I I z` Q ' � c E a i i 'No 77824,00 ' ' STATE OF %+ i : XORiOP •-G����� NAL 0oo����� COMMUNITY: Ll c PLAN # 6102 RELEASED: 7/14/21 i SHEET wpo l ... i I s WRB INSTALLATION SCALE: N.T.S. a 'A �. 011 , „ I 4 C s 2 I SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. r 11 w } 2 CC ui uiz �00� wWz0 > Cr < 0 uJ C) � Vwo ¢�WI- _ J F- > cr CC YCr 01—z ,6 LL O O cn zzzF- rraQ2-1 W W 0-_ W J(np00 �2Zli(_n �I-Qz❑ CZ � 0� Q o 0 �Z O o Z LLO V 0 0 .J 0J (L� u� O00.0 w w A LL i� 0 A w 2 w z 0 U U) w U) z 0 w d No 77824 45TATIE OF COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6102 RELEASED: 7/14/21 SHEET WPw2 3-BULB HALL BATH I II 110V L--GEV=lg L------ u F - - 220V - n I GFI Q I II I Al IAIIIRV InDT n II ADD BLOCKING LOFT ADD BLOCKING BEDROOM 2 ADD BLOCKING BEDROOM 3 I I I � I L_...._. — ..._....-........_..._... ___I SECOND FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ADD BLOCKING BEDROOM 4 -11 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE TO FP� ELECTRICAL RISER DIAGRAM NOT TO SCALE GREAT ROOM )ATA ADD TV] BLOCKING I I I , > (n" - -N, X STE P BATH F L EXTRA SUITE ADD BLOCKING 3-BULB PATIO DINING AREA ADD BLOCKING T] LI jHj @ I I I 1 1 I I I I I UNDER -SINK SWITCH FOR DISPOSAL KITCHEN CH% w Q O C I I I I I I CH GFb I I _� 1OPT. u REF. �Ep II II I PTRY _I I Inl' WH O 2MV=( 2 CAR GARAGE IRRIGATION FI42"AFF TIMER GFI CM PREWIRE FOR o GARAGE DOOR N FOYER OPENER ELECTRICAL GFI PANEL ON 2X4 WALL (V.I.F.) --------------------------- ------------,� M I .B. FOR rHIMESEN RY I I I I I P I I I FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" HOOD RANGE WH DISCONNECT FIELD VERIFY METER ELECTRICAL KEY b� 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 ow VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN p EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR IQ TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL --WAL DISCONNECT SWITCH Q JUNCTION BOX /I-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Lu p J � W wz0� w LuZ0 >OC¢0 W p H Q ? 3: W W ILU)Wg � cc °2SZZF_W CC i Q J Lu a 2 00 = Z IL U) �F-¢Zp CZ''� CZ c coc t\ H 0 � Q a z ova 0 O U < U w U. (n ce 0) Z U w w O(j) x M M 0 o w LL w 0 E o� W G U) 04 r 16Zaaaaa o COMMUNITY: UNKS @ CALUSA SPRINff PLAN # 6102 RELEASED: 7/14/21 SHEET El*l N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" OL W �- 2 CC 0 0 1=— } WOC¢O 0 I— ~ W o Lu _ � W W J (//) D cr Y O H Z ,aLL00U) ZZZ~z cr- :�Q� J W CL=ccGL DCQ000 P Qcz Z 09 Q O z o o U O �., z oo w 0) Z wa � a f--" 0 MJ w w 0 R It cn W G O� �o Z Kl<<< COMMUNITY: UNKSMILUSAWFUNN PLAN # 6102 RELEASED: 7/14/21 SHEET P1.1 MASONRY L I NTEL ASSEMBL I ES 5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO rr--1, rr--�, MIN (1) GOUR5E/BOND I MIN. (1) COURSE/EOND L4J I BEAM ABOVE LINTS. I L4J i BEAM ABOVE LINTEL GROUP GROUT BOTTOM REINF. a� PRECAST LINTEL W PRECAST LINTEL W EMBEDDED REINF. f--'�t EMBEDDED REINF. MB-I MB-2 TOP COURSE, IF TOP COURSE, IF 1 L4J 1 m I LQJ I FEW D PER ARCH. 1 REA D PER ARGN. TOP REINF. OR CANT. CM. BOND BEAM BOND BEAM REINF. REINF. AS REab 6ROUT 6Rour BOTTOM REIW. WEMBEDIDEDIREINF. BOTTOM REINF. -' ` PREGAST LINTEL W EMBEDDED REINF. PRECAST LINTEL w/ t--�1` MB-3 n MB-4 MASONRY LINTEL PETA I LS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OB/OT ----- ----- MB-2 8F8-I5/oT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (I) #5 MB-4 8RF14-15 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-1.5 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P556-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB KITH Y4" 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 GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 8 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLONI146 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 8 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN 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 BELON, PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF HALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENINGS AND AT ALL NALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR NALL5. (A5 5HONN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS 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 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS P055113LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 151-06. ELEMENT 3"4.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015T/BLK6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS ® 6" o.c.* BLK'6. BTHN. JOI5T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 I6" o.c. DOUBLE TOP PLATE NAILS a 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DES 16N REGU I REMENT5 FOR THE FOLLONIN6 WIND SPEED � EXP05URE ONLY: 40 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.16 ANY W I ND 5PEED/EXPOSURE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR $ SHEAR AALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARNALL HHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION 5YM130L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05E3 FASTENED N/ PI 2y211xO.131" NAILS @ 6" o.(,. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05B FASTENED w/ P3 2)12"xO.131" NAILS © 3" o.c. 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 05B FASTENED w/ 2- "xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3'2"xO.131" NAILS ® I6"o.c. USE (8) 5142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALLS AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAHIN65 FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING 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-10b WITH 33(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EM13LIE5 SHALL BE NOMINAL 4/2 " THIGK. APA RATED 5HEATHIN r EXP05URE 1 055 OR PLYWOOD PER ACCORDANCE WITH THE UL DE5I6145 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Mind Zone Exposure B." OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +I8.5 P5F/-20.g 1:15F +18.5 P5F/-20.q P51F 16' Garage Door +I1.1 P5F/-Iq.1 P5F +11.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 PSF/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +lq.O P5F/-23.q P51F 100 SOFT. +18.0 P5F/-Iq.B P51F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Tole R301.2(2). ®Pre55ure5 charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) o 6" O.G. AT PANEL ED6E5 It 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERNI5E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP D16165. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"0.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD HALL/WOOD BEAM ROOF C71RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 67., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LE6ENn • ® INTERIOR BEARIN6 NALL • _ _ _ BEARIN6 HALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: ; I EXTENT OF OVERFRAMIN6 L'_'_ •-- - -- -®---INDICATES 1/8"A" 5AN GUT CONTROL JOINT M INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL 5PEG I F I GATT ON FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO GMU HALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P517 B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 PSF ® 5LEEPIN6 AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED t EXPOSURE A5 L15TED RI5K GATE6ORY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE 51JPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS N/ 3-ROW5 OF 3"4.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 H/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 a 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS ® b" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONIN6: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO6 psi . FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"xO.131" NAILS ® 8" O/G OR 2 RON5 Y4"0,1'2" 51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5GREN5) o 1611 0/G. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK 5GREN5) 0 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR HALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 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 -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/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., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 5TRINGER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRINGER5 TO ADJACENT NALL5 w/ (2) 5'4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: k\\\i�G No 78N STATE OF �[r i /AltplVro €VINi Ai g, Inc. 0 C z_ UJ W CD z z W J d Z= a� E F- �o ab TT� m E Jz W Y 0 y m _ W N CM C. M&K project number: 068-1 9029 project mgr: drawn by: issue date: JSB BC 07-08-2 1 REVISIONS: date: initial: 1 JUL 0 9 2021 1 sheet: J W :2 0 a w i Ld 0 LL W z x (L U) U) r'Q V 'Q f� 0z K SM0.0 seal: tip!!\\w i i) t j,// 5 G. Fit • ® INTERIOR BEARING WALL No77W4 • _ _ _ BEARING WALL ABOVE .o ; * ; W STATE OF ; t� • BEAM / HEADER ` a 14'-0" 35-0II 10'-0" I I'—O" • LOCATION AND EXTENT OF 5HEARWALL © copyrigN%H£PIK�kP��`4`� St ft�lal �Erip Inc. EXTENT OF OVERFRAMIN6 L'i _•-•J an Z PATIO SLAB: •-------INDIGATE5 1/8" A" 5AW GUT GONTROL JOINT w W 3 1[12" GONG. SLAB ON z C" GRADE (2500 P51 (5EE NOTES)OGATION 01= REINFORCED GMU GORE z o, MIN.) w/ 6x6-W1.4xW1.4 - a o MESH OR FIBER MESH o J L METAL HANGER + a ' ON a5% GOMPAGTED w ' INDICATES P05T ABOVE. PROVIDE 50LID = Q c FILL OR VIRGIN 501L. BLOGKIN6 UNDER P05T OR JAMB ABOVE. q 2 HY T REFER TO 5-O.O FOR TYP I GAL W y _� mE 5D-I 5D-I V-1 UNIT 3Y2 5\EP5TRUGTURAL NOTE5 I$ 5GHEDULE5 JZ W Y 10 e y cD W S N C M a M&K project number: 068-1 9029 2 2 5D-I 5D-I project mgr: .JSB drawn by BC issue date: 07.08.2 1 �r �r- REVISIONS: date: initial: Cz m 09 20 rr "� RSQM 5 �p Q 2 6 24"x2WAT PLAIN I O GONG. FT6. w/ TOP OF 0 5D-I 5D-I FT6. 12" BELOW TOP OF 5D-I L J HOUSE SLAB (TYP. OF 2) —I • I I 1 w L— J L I I—� V 16'-6" 18'-6" 0 x do,35'-0" 2 (n 'Q Z Q 5LAB PLATCL U SCALE: 1/4"= I'-O" (2244 SHEET) SCALE: 1/6"=1'-O" (IIxI1 SHEET) W Ld .0J � 'Q z sheet: Fm1.0 I I I I CONCRETE SLAB: I 3 y2" GONG. SLAB ON I I GRADE (2500 P51 MIN.) w/ 5.6.D � REGE55 PER ' I I 6x6-W1.4xW1.4 MESH OR MANUFACTURERS I • I FIBER MESH OVER 6 MIL. � � I NSTRUGTI ON I POLY ON Q5% COMPACTED _ �.. _...... _.. _..I ,...._ _ .._ ..��.. _ _.........�..._�..._� ...,..,...�, �.._..._ __.�...�.. FILL OR VIRGIN 501L. I I — NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL I � LOCATION DIMENSIONS. � I 10'-2 I/4" 6'-3 i 3/4" I L-- ------I I— 3y2 STEP- - _ I � 8"xl6" THICKENED 10 SLAB UNDER I I 5D-I I I I I I 5D—I BEARING WALL (-TYP) I I GARAGE SLAB: STEP VARIES I • I I � 3 Y2" GONG. SLAB ON GRADE I • I I (2500 P51 MIN.) w/ 6x6—W1.4xW1.4 I I I I MESH OR FIBER MESH OVER 6 I I I I MIL. POLY ON q5% COMPACTED FILL OR VIRGIN 501L. I I I 4 I . I I I �, I • I I I W I I I I I � 7 I I I I I,- 35'-0" I. 4'-10" ,. 41-611 1 1-211 ,. 6'-211 4`0" , 3'-2" , 51-211 I. LEGEND • = = _ = = BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 *-- - -------INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MA50NR`' LINTEL PETA I L5 REINFORGEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB 3 817I6-I5/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5I 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL ABSEMBL I EB 5EE 56HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr---T, MIN. (1) COUR5EMM i i 41~ MIN. (1) COLRSEA30W i BEAM ABOVE LINTEL i . BEAM ABOVE LINTEL GROIJr RGROUT " BOTTOM REINF. PREGA5T LINTEL W I q. I PRECAST LINTEL W 4-�EMBEDDED REINF. i EMBEDDED R NF. MB- I MB-2 rr--'t, i I mo- TOP COURSE, IF TOP CouRSE, IF L4J m I LQJ i REQ'D PER ARCH. REQb PER ARCH. TOP REIHF. OR CONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb 6ROUT 6ROU7 BOTTOM REINF. BOTTOM REIN. PRECAST LINTEL W �...,, PRECAST LINTS. EMBEDDED REIN. I w• I W#--Y--{- EMBEDDED REINF. MB-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal; `��fi ' G. f/iZf r� 77824 STATE OF % •� NAL © copyright: M�CS140 structural Engineering, Inc. Z LU w W � ) z i Lo z w Zcro U WMoc JN z W ID y W 7 =i rn LZ :n a� A d0 a Q C 'C 00 m-C aA CD 2 m pp N M&K project number; 068-1 9029 project mgr: J S B drawn by: BC issue date: 07-08-21 REVISIONS: date: initial: 1 JUL 0 9 2021 1 d Q 0 J � U. Q 0 z o a a d Q Ln 5LOGK PLAN fl, J � SCALE: 1/4"=1'-0" (2204 SHEET) U SCALE: I/6"=1'-0" (IlxI1 SHEET) I—" U w < 0 2 �e � o� W .JJ sheet: FoN2.0 LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL I; I EXTENT OF OVERFRAMING 9— - --'- —INDIGATE5 I/8"A" 5AH GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLflOWN / 5TRAP 5GHEPULE 5YMBOL 5PEG I F I GATI ON FA5TEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO GMU HALL w/ (1) 51MP50N M5TCM40 STRAP w/ (12) Y4" 5T-1 PIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (U5E ONE STRAP TOTAL PER BUILT-UP P05T, U.N.O.) ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 0513/PLYHOOD 5HEATHING 24/b, EXP05URE I. FA5TEN 5HEATHING TO ROOF MEMBERS w/ 2 3/6"x0.113" RING SHANK NAILS (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL EDGES $ ® 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DH65. 5HALL BE 5UBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH $ 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENEO TO FRAMING w/(2) 3"xO.131" NAIL5 ® 16" O.G. UPL I PT GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON HOOD STUD HALL/WOOD BEAM > 15' 51MP50N HIOA ROOF GIRDER TRU55 BEARING ON HOOD 5TUD HALL/HOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU HALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU HALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL 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 DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED HOOD TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRAHING 5HALL 5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOHN ON THE 5HOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES seal: �1�llilis/f� s y l/8 y .+ or STATE OF ,�+ •. ,� tea, .� � . �OR10P • do �� S--- - qv i enng, Inc. 0 cm z J� W W z z W J Q Z U WF- W _J H Z W y W I IV M&K project number: 068- 1 9029 project mgr: ,,J S B drawn by: BC issue date: 07-08.2 1 REVISIONS: date: initial: 09 2021 J d IL Q 0 LL W u1 Q 0 'Q z 0 a � a � Id Q � 2N o O -� � DLO R �R�M I NG PLAN ,,� O SCALE: 1/4"= I'—O" (22x34 SHEET) I� SCALE: I/&"= I'—O" (I IxI 1 SHEET) LL 'Q W � cn z 0 Z � Ld �i sheet: Sm 1.2 W w H °o 0 0 S LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL • I:::::.:.: I EXTENT OF 0VERFRAMIN6 L'_'_'_'J •---M--- - - -------INDICATES I/8"xl" 5AN GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAMING • 5EE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 G0NNEGT0R5. • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 0513/PLYN00D 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END & DRAG TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING AL0N6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND CONTINUOUSLY UNDER ALL 0VERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 0THERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA 4 TPI'S 5G51 I GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 5H0RT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPLIFT CONNEGT0R5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51NGLE ROOF TRUSS BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD NALL/HOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/HOOD BEAM 51116LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RE5P0N51BILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT G0NNEGT0R5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT G0NNEGT0R5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATI0N5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: \ ' '•v No 77W4 STATE OF ; 0 © CoP�Yfj� ERN�br KtltNh%lne�'��\ 0 CD z Fr W W z N � a z W J Oa. Q Z= .n E CJ Ia W F- �E J °0 E z = p o Co LU m u5 $ N cc C n M&K project number: 068-19029 project mgr: .JSB drawn by: BC issue date: 07-08.2 `I REVISIONS: date: initial: �1 i z 0 �1 4� J - Li, (L O Q Z O � z f1 ROOF PRAM I NG PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) I.J. U SCALE: 1/6"=1'-0" (IlxI 1 SHEET) LL W 'a 0 � 0 2 O Z x LL, JJ sheet: Sm 1.3 FILLED GELLS (5EE PLAN) 4" GARAGE " TOP VIEW CORNER F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND m �4" L �C,ARA6E 5L (5E PLAN) AB I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE GARAGE DOOR DETAIL. SCALE: WS 8" GMU BLOCK (1) #5 VERT. FROM FTG.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID cz_d L co C) J GRADE o z III=d f _II I ITS 8" WIDE GONT. GONG. CURB w GARAGE 5LAB Q > (5EE PLAN) e .. d ° d III —I III —III —III I I 1-1 11=1 I I ITV #5 DOWEL W/ b" HOOK AT I I I I=I I Ml ALL VERT. WALL REINF. 7111 1 III=1 I I =IIII ; I I' (5EE PLAN5 FOR LOCATION) 11=III=11_I=III—I - GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GA�t6E CURS DETA I L � 8" GMU BLOGK---,_ BEYOND EXTERIOR DOOR — MTL. THRE5HOLD —� 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLANS) —x e I a ° .. PER MANUF. . � IIIII III � ° ..IIIII cn III II d I=I GLEAN COMPACTED` FILL ® q5% 5TANDARD OEN5ITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSNI NG 1$ 561; POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) ztLU m� MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 8" GMU (1) #5 VERT. FROM FTG. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_cc L O GRADE o -11MI I R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) II=,I III I�IIIII�1111- 111i 1�=-1) #5 DOWEL W/ (b" HOOK AT I— _—III—_II ALL VERT. WALL REINF. ' I I I I I I=1 11=1 I I I =1 I( (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED I I., I I I I I I I I I I I I I I I i FILL o q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY IN (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 FOOTING SECTION W/ BLOCK DETAIL SCALE: WIS 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN 5EALANT PAVERS (5EE PLANS) J v GLEAN GOMPAGTEDJ FILL ® q5% STANDARD DENSITY AND TERMITE TREATED ° . e d III_ III 1—I 11: ° a < ° III= III.... R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) MONOLITHIG FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EALTO RYDOOR DETAIL 6 Nr5 Y2" 4)xb" LONG PRESSURE 51MP50N TITEN HD TREATED BOTTOM 5GREW5 ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL All° 'H d — _I UPLIFT GONNEGTOR5 SUCH A5 5TUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHICH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. INT. BEARING WALL FOOT I NCG DETA I L 8"x8" THICKENED 5LAB W/ (1) #5 CON:. (D.TIHICKENED EDGE DETAIL SCALE: KIS 8" GMU BLOCK (1) #5 VERT. FROM FTG. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI 5LAB OR PAVER5 (5EE PLAN) `t EXP ,JOINTv� 1, J �NAI 5LAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) d .. < MIII—III—I =I 11=III=III 111-11 I —III II! a � IIIIIIIIIIIIIIIIII; I 1) #5 DOWEL W/ b" HOOK AT III=III- ALL VERT. WALL REINF, III=1 I 1=III=1 I III= (5EE PLANS FOR LOCATION) GLEAN COMPACTED -� I, ,IIII=1 I 1=1 I I, III -III— MONOLITHIC FOUNDATION FILL ® q5% 5TANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4" WIDE W (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WS )'2" GYP. BD. EA. SIDE OF 2x4'5 ® Ib" O.G. Y2" J-BOLT5 b" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (b" MIN. EMBED) W 5TUD PLATE TIES PER > PT BOT. PLAN ® 5TUD TOP d PLT. BOT. _f _ d _ d (2) #5'5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 EUGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. 6ARA6E STEP DOWN DETAIL SCALE: WS 8" GMU (1) #5 VERT. FROM FTG. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c�c L a� BADE I I I=I 11=1 11=1 71 C GLEAN COMPACTED FILL o q5% STANDARD DEN5ITY R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) . 1*, d a ° 'III—III_III—III 41 I —III —I I I—III-11 CHASE DETA I L 8 SCALE: MS PYG GHA5E 5LEEVE TO BE III—III=I TWIGE THE DIAMETER OF =I i LEI IIII i II I PROTECTED PIPE MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 seal: No 77W4 '- STATE OF 8 �tOR10A'"49;Z'\�� © copyright: k(LN,ERN ���Rl1� structural Engineering, Inc. z Z _J FE W W N Z Q C� Z w a- J Q � E Z� n UJ� c cn a °° E a Q. JZ ,v_ LU Y p o 0 y m hu g N C ch a 19F M&K project number: 068- 1 9029 project mgr: ,,,J S B drawn by: BC issue date: 07-08-'2 T REVISIONS: date: initial: sheet: JUL 0 9 a 0 0 L1 �' p z 0 a o. d a � U � r F, Y W z J J SCALE: WS SCALE: W9 SDm 1 PROVIDE 50LID 5HIM BETH'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RIN6 SHANK NAIL5 ® 6" O.G. 2x6 FA5GIA -jam -SEE ARCH �" REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNEGTI ON 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FA5TEN LADDER TRU55 TO EA. BLK6 PANEL w/ (3)3 Y4"xO.131" NAIL5 MIN. 2 Y2"x0.131" ® 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. 5TRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL _ -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION 5EE UPLIFT CONNECTOR 5GHEOULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL W 24" LE65 FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 W 3"x0.131" NAIL5 ® 6" O.G. FASTEN FLOOR FLOOR TRU55E5 5HT6. TO FIR5T -PER PLAN TRU55 w/ 3"x0.131" NAIL5 ® 6" o.c. 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP d BOTTOM CHORD W (4) 3"x0.131" NAIL5. 8" GMU BOND BEAM W/ (1) #5 GONT. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. -A- LU 2x FA5GIA `r, -5EE ARCH 2x 5HEAR WALL - 5EE PLAN FOR 5PEGIFIGATION5. - FASTEN ROOF 5HEATHIN6 TO 2x LEDGER w/ 2 %"x0.113" RIN6 SHANK NAIL5 ® 6" O.G- ROOF TRU55E5 PER PLAN FASTEN EA. TRU55 TO LEDGER w/ 51 MP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTE5" (U.N.O. ON PLAN) PROVIDE 5IMP50N HETAI6 EMBEDDED 5TRAP ® EACH TRU55 (® Iq.2" O.G. MAX.) FASTENED TO END TRU55 VERTIGAL OR TO 13LOGKIN6/RIBBON SECTION SECTION 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 FASTEN ROOF TRU55 TO DOUBLE TOP PLATE W (3) 3 Y4"xO.131" TOENAILS 2x6 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EACH GRO551% 5TUD w/ (3)3 Y4"x0.131" NAIL5 5EE DETAIL 37 FOR ADDITIONAL CONNECTION INFO 4 514T6. FA5TENIN6 2x4 ® 16"O.G. FA5TEWI?- TO GABLE END TRU55 w/ (20'xO.131" TOENAIL5. 6YP50M BOAR: PER ARCH FOR FIREPROOFING q" MAX GABLE END VERTICAL WEB REINFORGIN6 A5 REQURIED BY TRU55 MANUF. 3 Y4"x0.131" TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD 0 GABLE END TRU55 TO TOP PLATE WITH 51MP50N A55 GLIP5 ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE W (1) 51MP50N H2.5T d (2)3 Y4"x0.131 " TOENAILS FA5TEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 3/b"xO.113" RIN6 SHANK NAIL5 ® 4"O.G. ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO, ROOF `t -1 VI'C 7r7C/K I CrCJ SECTION FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL 5TUD5 w/ 3"x0.131" NAIL5 ® 16" O.G. FLOOR TRU55E5 -5EE PLAN 8" GMU BOND BEAM H/ (1) #5 GONT. - SECTION 2x4 BLOGKIN6 w/ (3)3 Y4 "x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 13LOGKIN6 ® 48" O.G. IN FIR5T (3) BAY5 OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORD5 AND NOTCH AROUND 51LL PLATE FA5TEN DRYWALL TO BLOGKIN6 w/5GREH5 /NAIL5 ® 6" O.G. FA5TEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2'xO.131" NAIL5 ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"x0.131" NAIL5 ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 EXTERIOR WALL 5HT'6. TO RUN GONTINUOU5 FULL HEIGHT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP 4 BOTTOI FA5TEN TO EA. TRU55 VERTICAL W (2) 3 Y4"x0.131" NAIL5 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO - EXTEND INTO BOND BEAM 8" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 -r SECTION VALLEY 5ET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. * PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -5EE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAIL5 ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON W 2 Y2"x0.131" NAIL5 ® 6" O.G. FLOOR TRU55E5 -PER PLAN 8" GMU BOND BEAM H/ (1) #5 GONT. TYPICAL OVERPRAM I NG CONNECTION DETAIL SCALE: N.T.S. MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 seal: �,�,,�itiil#f#1i�fi y`.�� '.•;�cENiF,%c��� No 77824 ' 7 ;(0 '� STATE OF 0 . 0R10P•'C4����`� © copyflgM."pR\\\\ Structural) ngineering, Inc. a� z _J W W Z N Q CD Z i Z W J L.: oc Z= .n �Q H = ccU may. �Q t W:2 to -5 j = -a °° E Jz Q+ (� W C y 2 2 y W m N IVF MW project number: 068•19029 project mgr: JSB drawn by: BC issue date: 07-08.21 REVISIONS: date: initial: JUL 0 9 2021 Q ALL LAPS IN MA50NRY 2511 BOND -BEAM NOTES: r� a I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF u l 0 RUNNING BAR HINDOH/DOOR, FA5TEN BUCK TO MASONRY W/ (1) RON OF Wb"x4" TAPGON5 6" ,.__j FROM EN05 AND 16" O.G. MAX. TAPCON5 TO BE I Y2 MIN. FROM EDGE OF LL. BUCK. PRECAST N X HEADER 2. BUGK5 LE55 THAN 2 TO BE FA5TENED H/ GUT NAIL5 OR EQUIVALENT. I•J�I �t STRUGTURAL CONNECTION OF WINDOH/DOOR TO 5TRUGTURE BY OTHERS IN Z TH15 GA5E. �„L� {....� _ I� 0 CA 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X a BUCKED OPENING, U5E (3) ROH5 OF 3"x0.131" NAIL5 5TA66ERED ® 12" O.G. @r� EA. 5000E551VE BUCK. v! 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE 5AME OPENING 'Q 7#5 BENT CORNER BAR IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. n GROUTED CELL 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) BUCK 5PEGIFIED ROW5 OF 2 Y2'x0.131" NAIL5 ® 16" O.G. FA5TEN WINOOW/DOOR TO 2X PER BY HINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. U MANUFACTURER TYP. CORNER PERT. HALL W 0) d REINFORCING DETAIL � M x SHALL: NM WINi7ONVOOR BUCK DETAIL 2LU �- z H SCALE: �'W J J 0 .._., LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SDM2 BOND —BEAM — ��GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T—GRETE GA5T—GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW L M�50NRY PIER DET� I L SCALE: NT5 TRIPLE WINDOW 51M. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE!Y4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 YERT. BAR TO BE I DRILL 6" INTO EXIST'6 I Q LOCATED PER PLAN IN GROUTED CELL SLAB, EPDXY # DRIVE I #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I O I I z a. ° I=1I 1 1=I 1=11= I 1 GRADE II I I -III -I 11=1 11=1 =1 I I=1 I M I 1=1 I I -I I i-i M I 1-11 1-1 1- '-ICI-ICI-III ICI-ICI-1�1- ' I 1=1 I M I II- M 155ED DOWEL RETROP I T DETAIL SCALE: NTS SIM. • GMU STEM FOR DROPPED 6RADE SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO CMU W/ 51MP50N M5TMI6 TW15T 5TRAP. FASTEN STRAP TO GMU Wl (4) Y4" DIA. x 2 Y4' LONG TITEN 5GREW5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRU55E5 ® EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2' LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES W/ (2) 3 Y4"x0.131" NAILS ® EA. END. )ITROFIDETAIL O" 4xb P.T. PROVIDE (I) POST 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, ct" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI BEAM TO P05T GONN@.:TYF. SCALE: 3/4"=I'-O" FASTEN EVERY OTHER TRUSS (W/ WEB BLOGKIN6 AS REQ'D) TO 2x BLOGKIN6 W/ (1) 51MP50N A35 CLIP — SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENIN6 FULL DEPTH BLOGKIN6 (IYe" 05B (MIN), 0/4" LVL OR TRU55 FLOOR TRUSSES BLOCKING PER MANUF) ® 48" -PER PLAN O.G. FASTENED TO 2x BLOCKING W/ (1) 51MP50N A35 CLIP—, �— FASTEN EVERY OTHER TRU55 TO GMU W/ 51MP50N MT5MIb TW15T STRAP. FASTEN STRAP TO GMU W/ (4)Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 RETROFIT DETAIL Q SCALE: 9/4'=1'-0" 2xb FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU Wl (3) Y4" DIA. x 3 Y2" LONG TAPGON5 ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOCKING W/ %"xO.131" NAILS ® 3" o.c. 2x OR 1" 056 DEGKIN6 — (TYP.) (1) 51MP50N - A35 CLIP EA. 5TRIN6ER SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FLOOR TRUSSES -PER PLAN -,— FASTEN BLOCKING TO GMU W/ 51MP50N MT5MIb TWI5T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 2xb FLAT BLOGKIN6 TO EA. 51DE OF 056 BLOGKIN6 (Ib" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 W/ 3"xO.131" n TOENAILS ® 3" o.c. RETRO� I T DET� I L R SCALE: 8/4"=1'-0" (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRINGER5 (1) 5IMP50N A35 CLIP ® EA. 5TRIN6ER 2xb P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (3) Wk" DIA. x 3Y2" LONG TAPGON5 STIR 5EGT10N I SCALE: S/4"=I'-O" FLOOR TRUSSES (SEE PLAN) FLOOR G.T. - PROVIDE VERTICALS OR 50LID 13LOGKIN6 A EA. 5TRIN6ER LOCATION LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: ilIIIIIIt/// No ns2a�_ rq� STATE OP 0 Strufturai ENir@VQ)nc. aCD Z JLU w w N z c� Z w 0- _J a) Q Z= A F— �/ v mt Q F— :2 w ci i Q > J '- Q Z v W Y � O y M _ W M N OC Ma M&K project number: 068.19029 project mgr: J S B drawn by: BC issue date: 07-08-2 `I REVISIONS: date: initial: 1 JUL 0 9 2021 1 0 Ui O J J J U. Ld d � W L1 z Ca 0 J � � 4 J J a U � rn a W z (f� Ld J J sheet: SDw,3 PERMANENT ROOF TRU55 BRAGING NOTES: (51NGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BC51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLING, RE5TRAINING d BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYW000/05B 5HEATHI%. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGM, DE516N. 3. BOTTOM CHORD BRACING: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILING 4. WEB MEMBER BRAGIN6: THE TRU% MANUFACTURER 5HALL INDICATE THE TRUSS MEMBERS (WE65, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-133 F16URE5 83-18 d 53-19). 5HOP APPLIED REINFORCEMENT PER BC51-53 F16URE5 83-22 d BG-23 15 ACCEPTABLE. • 'T' d 'L' REINFORCING MATERIAL SHALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' $ T' REINFORCING TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORCING TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.131x3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALI6N, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRACING 5HALL GON515T OF MINIMUM 2x4. ROWS SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 COMPRESSION WEB W (2) Ibd GUN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 15TUO' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS 0 510E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A ROOF 5HEATHING GOMPRE%ION WEB (SLOPING OR VERTICAL) COMPONENT J Ll 4 CLADDING Gomponents 4 Gladding Wind Pressures UP TO 140 MPH Wind Zone Exp. 8, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE-55URE50 ZONE PRE55URE5o HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 2r +14.cl -36.8 20• TO 270 2e +14A -36.8 3O +14A -36.8 OI +14.a -28.3 2r +14.11 -45.1 ROOF 2e +14A -28.3 O +14.9 -45.1 (GABLE) 20• TO 27" 0 +14A -45.1 O +14.9 -53.6 0 +21.2 -22A HALLS t 5� +21.2 -28.3 •NOTE:Pressures charted here are allowable pressures and are permitted to be converted per A5GE 1-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: \`01"11liIf�I �y G. No 77&4 STATE OF % +` ��i� FS •;�l ORtOP • �� � © coPYdght�" strudur'a� tri eering, Inc. =z z J� W w Z C7 Z. w J d= Z= H U W� H T � _J W M COD W C 10/ PRE55URE ZONES M&K project number: CONTINUOU5 LATERAL BRACE 0 6 8" 19 0 2 9 ALTERNATE 0 (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE . INDIV. TRU55 SHOP DRAWINGS project mgr: JSB x FOR LOGATIONS) drawn by: BC IN5TALLLED FOR GONSTRUGTABILITY NC;BAGK MAY BE issue date: O ! "O S" 21 TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUGTURE) REVISIONS: GONTIN. LATERAL BRACING date: initial: TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN GWB GEILIN6 5EGTION B-B M. BMTE MEIMP WERE 0) OR MORE WA.AR ft 56M AM BRMW 2x 511RON6BAGK (NOT REQV FOR 5TRZTURE) DIRECT -APPLIED PLYWD/05B WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON613AGK5 MAY BE INSTALLED FOR C.ONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) TYPICAL TRU55 ELEVATION PERMANENT TRUSS 5RAC I NG DETAILS 4 NOTES Q SCALE: NONE DIWT APPLIED C41MIN6 (� W O LL TwTT W LL1 Q z Q O a W d � z OZ LL1 JJ LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBS w 1 9 6;tl)a7 w Cal i