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Home My WebLink About6779 Shelby Lynn WayABBREVIAITIOleiS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL, DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT, EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM �vr1�1�1�r� Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 ASHMERE ASPIRE ELEVATION "A" 6779 SHELBY LYNN WAY ZEPHYRHILLS, FL LOT 023 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 C A L C: ELEVATION "A" 1 ST FLOOR A/C 1,464 SF ENTRY 33 SF GARAGE 385 SF LANAI 120 SF TOTAL UR 2,002 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 DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 F'iRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS I �a ¢coc A 0 0 Lr) 0 � A U� 0 Im a) cn N cb �w w ,-j x : w cn w Ix w w O U) m< u O_ rL cn W z Z 04 � G 377 ' No... '. 7J '. O` TATE OF t� . wt. ,• %ice F`� •:�COR40P'� �'°' C� �e1 z�// 510NAl-� e\ /0111111110 COMMUNITY: LINKS A CALU A SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET 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 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION 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 CEILINGSSEPARATINGT OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS .1 THROUGH .3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, E EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. D R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKINGINCLUDING SU RFA SURFACES, S, 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 � ( ) SU 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 FRSA/TRI FLORIDA HIGH WIND CONCRETE ANDCLAY 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM FLAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120, 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY E'dERY 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 OPENING THAT WILL NOT ALLOW A 4-INCH-DIAMETER 102 MM SPHERE O O S ( ) 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 Ml502.4.5.1 THROUGH Ml502.4.5.3. 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. DRIVEWAYS, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. 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 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 LE Ml5E MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTUREROS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY c) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: . THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES196 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 RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT 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 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, ) MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5. 2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL 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 F FOUNDATION INSPECTION NOTES: EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 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 BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) R308.4.2 GLAZING ADJACENT TO DOORS. 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 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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. TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC:WATER 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 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 REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN SWINGING DOOR. THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 1. DECORATIVE GLAZING. IN 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 6. AT WALL AND ROOF INTERSECTIONS. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. cz N c (� ^1 � n Q Q 0 O O U O M� � w O � O O Z w w w Z w m< 0 O N W 0 Q z O a � o a • ,�• No 778 '.� STATE OF ® • ; )� i�F• •pL0RIO�:'� 4� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET CS2 z w W z O U z w vi O z 0 W z J w w H z cn a= CC w IL O w w O 0 z 11 I I 0 CV N U) w cc C7 w =M U) co L N cl) 35'-0" 151_011 2.0 8'-011 61 11 1_011 6' STUCCO WRAPPED ------------- BEAM @ 7-8" 1 STUCCO WRAPPED o w A-5.1 o 4X6 POSTS a o0 a bo 1 F_, LANAI 3 3 @J 8'-8" CLG. i 02 Ow U w MOISTURE RESISTANT m DRYWALL CLG. 5'-4" 13'-4" U 8'-8" 7'-8' *35 SH I I 54"X63" EGRESS 6068 SGD TEMP 35 SH REF -c' VJ Tcri >- QQ I I I r � � �I ° i� 32�� r� c �n9'-52" -' --- T-102" OWNER'S BATH g ; W F_ � 8'-8" CLG. 4_32 -- z cc la �10cr) _ 3'4' - o" zo� C)c) -1 cy)� I ID �RK KITCHEN zo� X N 0$ WIC 8'-8" CLG. I r cYi lu) Ins I I T I13101 ---- 1 T ,� - 2 3 -5- 2 AS 06i * WATERLINE I �I n AND ------------- i T 30" AFF I R&S HI/LO I L (� R&S XFER � cM R.A.G. — LOCATION __ — -CL GRILL ------ 2Y - T O N 6' 6 3'-11 3' 2" 3'-72" 6,_12„ 16-10" 15'-112" DINING AREA 8'-8" CLG. ADD' OSB TO' MECH. CL. CEILING FOR FIRE DRAFT STOP a� �� DLO CL 3'-2" BEDROOM 3 8'-8" CLG. ------- R&S r HALL N RK 8'-8" CLI FOYER DRYER VENT = �N GRILL 0 8-8 CLG. T WASHER Box — LNDY r 1 �� (F -7 8'-8" CLG. 10 -72 1 7'_0„ 6 -12 00 I�IH N LINE OF 2" 2868Sc W/ CONC. CURB SELF CL SER 2 -0 WALL RY -- 8'-8"1/2" CL �� BOARD ON 22 X 54 . ATTIC ACCESS GARAGE SIDE 811 L----------- PROVIDE 17'-4° INSULATION —� 4'-0" 1'- AS REO'D FLAT SOFFIT AT 2 CAR =IN GARAGE _c' 8'-8" CLG. N 1/2" CEILING BOARD ABOVE r<----------------------------------- ----� I I 1 '-4" 16'-0" I� 1 81_811 51_011 1 FIRST FLOOR PLAN 1 SCALE: 1 /4"=V-0" 35'-0" 3'- GREAT ROOM 8'-8" CLG. CV CM N T PER o OMMUNI •- S ECS. CV HALL00 1 _ BATH 8'-8" CLG. 6�_ - I, C o g� L -- rIc', CL R&S �lb 1 -3�� 2 4'-6" BEDROOM 2 8" 8'-8" CLG. 10'-0" *25 SH 37"X63" EGRESS 7,_4., immElm .m 2 cn Lo N 9 0 co co 0 iy) T 2 A-5.1 LEGEND SYMBOLS n BUILDING/WALL SECTION SNe 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED 9 6" O.C. FOR COUNTERTOVP ERHANGS GREATER THAN 10" TOP PLATE 01 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASINGE MOLDFINISH FLOOR FINISH FLOOR r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 7 4' U.N.O. n N o O H � Q a 2 0 U 0 MM `_ ` cq O (L 0 O 0--1 p w LL. w I.-M U) p Z O_ w 0 cn 04 � o a e"-cEAlsi, 47= No 7782� STATE OF ' t�`c�• c�Of210P I �l COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET A I __j z 2 :n z J 3- :n --------- 4" WIDE STUCCO { BAND i +1 I � I I I I 2„ I , GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW HEAD 4" WIDE �'- STUCCO +1 \� BAND I I I 2" 4" of I I I I 211 \�------' / 4" WIDE STUCCO IAn ni n nAi c 1 l I BAND , WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" SIM. AT FRONT ENTRY ROOF SHINGLES PER COMMUNITY SPECS. 12 5 F- 5:12 0 12 —*:�fl5 35 SH *35 SH 6068 SGD REAR ELEVATION SCALE: 1 /8"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 6" FASCIA, TYP. 1'-011 1 4" WIDE STUCCO BAND (+1) 12 5 5:12 0 5:12 �12 5 I — =I, ■ �`i 1 FRONT ELEVATION SCALE: 1 /4"=1'-0" 2 BLDG. HEIGHT 6" FASCIA, TYP. T.O. MASONRY T.O_WINDOW 1'-0" co 00 4" WIDE STUCCO BAND (+1) FIN. FLOOR Q o O � Q � O Z o o Q U o � w m mj cr) w cm w w cb w Immo w Z Q cn mcc Ocn CD W 0 cl z Z O 4 r o A NN A Wi .. q •Y%, No 77824 `. STATE OF COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET T.O.. MASONRY co bo 00 1'-0�� FIN. FLR. LEFT ELEVATION SCALE: 1/8"=l'-O" RIGHT ELEVATION SCALE: 1 /8"=1'-0" 12 5Ff:�— 5:12 0 12 5Fr�--,— 5:12 0 12 �5 ROOF SHINGLES PER COMMUNITY SPECS. ROOF SHINGLES PER COMMUNITY SPECS. 5:12 1'-0" 1'-0" 12 �5 T.O. MASONRY FIN. FLR. 00 o0 n O C O Q O 0 U O 0 w w „j M w w x w 3: A O_ fY U cn W o� ro c ems. * ; No 7824 SATE OF ^- ♦, / COMMUNV'o LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 83 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 "CAM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPi ICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION 19105.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /8"=1'-0" cz ro Q O � Q Q 0 U O MIm �-1 O U 1-0 O z z w a w w O O O_ N O N V c W cv U) Oell 4 � o F, a i t ♦ �1 l `s'.io `V y ' NO 777 824 k 6STA; Qk, OF 4, r ` 0RtVl; //VV e, �1/11 t ti0 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET (15 a 0 U) z g a w w z_ F_ 2 _O }r F- cr w O a. cr w O 0 z a _ (D L.L a. rO V w U) Ill Ir I BOTTOM OF LIN' @ T-4" A. 11 onnC CUlKi/--I CO MCo nnRAKAI IAIIT'v BUILDING SECTION SCALE: 1 /4"=V-0" _- T.O. MASONR) T.O. WIND01h FIN. FLIT. A 5.1 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 � 12 5 PRE-ENGINEERED ROOF TRUSSES 5 SEE FRAMING SHEET FOR DETUS INSULATION PER ENERGY CALCS, TYP. _ T.O. MASONRY GREAT ROOM V T_O_WINDOW _ BEDROOM 3 LNDY. raavntin� BEDROOM 2 , BUILDING SECTION SCALE: 1 /4"=V-0" n (� rl O N r` Q o O � Q O 0 O U O U) ma Z Im O m �y 0 u � w O w Z w A MEMO" U I Z i i c i I I I I I Z 08 w I I G e I aI I Np 77$2 i * '. �; I f STATE OF Al01 �F� ,ct QR 40 P • ��~�\ `4A V_ COMMUNITY: LINKS AT CALUSA i SPRINGS PLAN # 6100 E L RELEASED: 5/11/21 i SHEET f A5* c z :n z O J z JJ INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix PT DRAPE BLKG - ABOVE WINDOWS 1/2" G. W.B. WINDOW PER PLAN GYP.BD. _ WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @a 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. I-F(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE h 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "'GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM — GYPSUM BOARD BOARD Z g 3 1/2" f GYPSUM fr w GARAGE a BOARD NICHE FOR ELECTRICP PANEL & WIRING �i CV M ELECTRICAL PANEL ELECTRICP PANEL N EXTERIOR- 00 CMU BLOCI WALL N CONCRETE CONCRETE CURB REFER CURB REFE TO PLANS TO PLANS ��_CONCRETE- °qSLAB ON GRADE r - GRADE AT GARAGE FLOOR ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING 12 ZZWITH ASTM D226 TYPE II INSTALLED PER _R905.1.1.1 (SEE SHEET CS2) 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. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER (J" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALL 4„ SPECS CS AY PER COMMUNITY SEE STRUCT PLANS 0'-0" SLOPE FIN. FL. 'v M WALL SECTION SCALE: 1/2" = V-0" I ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I I I I I I I I I I L------ z Q � � W a 7E L:1E L I I I I I I I I I I I I I I I I I I I I I I I I I <V ih 00 - N ---- cv -A vil k, 1' 6" R y - IIP �, Ww Yl X . .. ar ELECTRICAL PANEL NICHE AT CMU BLOCK WALL FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION r O �d� O � Q Q 0 0 U 0 Z p U w U) O w � w a U) O U WN o N Q z Z O_ d c a No 77824 STATE OF t 01. zaa AL COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. r N T w 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY i 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TO AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROORWALL 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 STEP 1 FOLD 0 FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 .J FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE �•~W cz W Q rz O O H 0 0 'Q �w 00 Im t�I 0 LL O o 0i I a I w � I w w c z 0 t U) w c z o w - ' o 4W 1 No 77824 •� JTA; OF ��ift�S•F�ORtF}P�G�t L c CC COMMUNITY: LINKS AT CALUSA SPRINGS c c PLAN # 6100 L RELEASED: 5/11/21 u SHEET C wpm(l C 7 5 z 1J n z D J z r D D r L z z 2 r r D L i I 1. , 1. _ I I a 1, 1 1 -- IRRIGATION TIMER I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" 3-BULB 2" PVC CONDUIT 2-2/0 COPPER • OR COPPER OR 2-4/0 ALUMINUM 1504MP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� �P7_ ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY {� DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH 4 FOUR-WAY SWITCH �- KEYLESS LIGHT FIXTURE -- CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE +a LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR r4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) D7 ELECTRIC METER = ELECTRIC PANEL i+- DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE c n Q o O Q z O � O u U w O 1.0 1°0 w o w O O p w � w x cn x M U) mommo m< ILL O_ L1C cn W U) oa U IX o Zr<-, COMMUNITY: LINKS AT CALU A SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET r rim N SLAB PENETRATION PLAN SCALE: NTS cz �¢ O H O O Z U O Z � 00 O 0 o w z w w w w � U) N<, U) W Z oa ro E Z <c COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 5/11/21 SHEET p I • M*BONRY LINTEL ASSEMBLIES 5EE 56HEDULE AND 5PECIFICATION5 FOR ADO'L INFO 1 i -MIN. (I) CouRSEiEOND J -L- MIN. (1) COURSE/BOND 1 L4J i BEAM ABOVE LINTEL I LQ1 BEAM ABOVE LINTEL 6RouT GROUT BOTTOM REINF. 0. PRECAST LINTEL W/ PRECAST LINTEL W/ --`�-# EMBEDDED REINF. EMBEDDED REINF. MB- I MB-2 I+- TOP COURSE, IF m i LsJ TOP COURSE, IF L4J i � REOb PER ARCH. i REab PER ARCH. ----J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. RA5 REQb GRROUOV T • 6ROUT BOTTOM REINF. BOTTOM REINF. a PRECAST LINTEL W/ 41 EMBEDDED REINF. Q. I PRECAST LINTEL . t-�f ME3.-3 EMBEDDED REIN. MB-3 � MB-4 MA50NRNr LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SFb-OB/OT ----- ----- MB-2 &F&-IB/OT ----- (1) #5 M13-3 BFIb-IB/IT 1 (1) #5 1 (1) #5 MB-4 &RFI4-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE51RE55ED. 2. SHORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k5l 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS P55B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGONS 0 52" o.C. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE It FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORO. • CONCRETE DESIGN BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'C = 2,500 psi: ....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL GOMPAGTED 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 N/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED a 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (71'P. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5• SOLE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.C. (5) NAILS 0 4" o.C. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.C. TOENAILS 0 6" o.C.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (5) TOENAIL5• DOUBLE STUD NAILS 0 24" o.C. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.C. NAILS ® 16" o.C. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 $ INTER5EGTIN6 WALLS (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 5HOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL 5HEATH I NG SPEC F I GAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPED. 15/32" PLYWOOD OR 05E3 FASTENED W/ PI 21211xO.131" NAILS © 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 2Y211xO.131" NAILS © 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 056 FASTENED N/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE OIREGTLY APPLIED TO STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARGHITECTURAL DRANIN65 FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBER5. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 34(6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES 514ALL BE NOMINAL %2" THIGK, APA RATED SHEATHING 6 EXP05URE 105B OR PLYWOOD PEf ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window � Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B®e OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +11.1 P5F/-Iq.1 P5F +11.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P517 100 SOFT. +18.0 P5F/-Iq.8 P5F +I8.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 PSF/-11.6 P5F (DEnd Zone i5 defined a5 the 5maller of 10% of lea5t horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 Charted here are allowable Pre55ure5 and have been reduced per A5GE 1-16 5ection 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a Factor of 0.6 for ult. pres5ure5. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 056/PLYWOOD SHEATHING 24/b EXP05URE I. FASTEN SHEATHING TO ROOF MEMBER5 N/ 2 3/b"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES $ ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAG I N6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH It EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRU55 GONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) SIMP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTEO WOOD TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • = = = = = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: : : : : : . : I EXTENT OF OVERFRAMIN6 L'i 9-- e w_ —-INDICATES 1/8"xl" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = -1 P5F T.G., IO P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS $ DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE AS L15TED R15K GATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO WITH 2x 'STUD' 6RADE MEMBER5 SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS If OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 $ HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. STAGGERED, APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 If 2x8 MEMBER5. • FACE NAIL BUILT UP 2x POSTS iN/ 3"4.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ l/I6" 056 FASTENED N/ 212"xO.131" NAILS @ 6" O.G. ® EDGES a 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10A6 p5i • FOR 2 $ 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 R01615Y4"x3Y2" 51MP50N SOS 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIC. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAM5 ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 It 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK SGREW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUO5 IN GONTAGT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. It EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBER5 W/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUCTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB Nl (3) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJAGENT HALLS N/ (2) 3"4.131" NAILS AT EAGH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: •,. �yi� E u SF . No 77824 '• d i •� �• STATE OF ,% Odd ,-z try i/ / �� 11t�y © copyright: MULH�r,&'KU�� structural Engineering, Inc. Z JLU w w z CIA L Z W C J r✓ CID Q Z= 0 A r- 4. _cx t E LUcn =� m � Q Jz j A Mo W 0 2 y W m _ vQ CV M&K project number; 068-2001 1 project mgr: drawn by issue date: JSB BC 05-1 4-21 REVISIONS: date: initial: sheet: MAY 2 4 2021 1 Q 0 LL J 'Q U 'Q N W I-, �4 0 Z J J SM0.0 seal �dE�111iiill�fejt J G. F-r?14 .f 35 1-011 • ® INTERIOR BEARIN6 WALL _` * No 77824 '•� * v BEARIN6 WALL ABOVE .... ww'D�i ', STATE OF ,% 4! i n I n I u IS-0 12-0 8-0 • BEAM / HEADER 0%. 'i,'�{te •.!°LORVD • LOCATION AND EXTENT OF 5HEARWALL `\ © copyrigh/tSMt(r0u}c�trrl,��tell''nng, SLAB: Inc.ATIO — — — — — — — —;� 3 Y2" GONG. SLAB ON I:::::: ; :: I EXTENT OF OVERFRAMIN6 om 4' GRADE (2500 PSI z MIN.) w/ 6x6-W1.4xNI.4 •_----INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT LU I2 WIDE GONG. — I MESH OR FIBER MESH = Z o o TURNDOWN EXTENDED w ( ON q5% COMPACTED o INDIGATE5 LOCATION OF REINFORGED GMU GORE El Lo o MIN. 12" BELOW GRADE I FILL OR VIRC21N SOIL. o (5EE NOTE5) W a J t_ METAL HAN6ER J L °' 2 q 2 HVAG INDIGATE5 P05T ABOVE. PROVIDE 50LID a °C E E Z= a o I 5D-I 5D-I I 3 Y2" STEP 5D-I SD -I UNIT BLOGKIN6 UNDER P05T OR JAMB ABOVE. • = c cc REFER TO 5-O.O FOR TYi�IG�L Uj y m I r — — — — — 18 —all— — — — — — — —all — — Iol_211 — — STRUGTURAL NOTES 5GHEDULE5 s 6' 2" o I W Y C I I I I I I _ 2 y m W N • 5.6.0. REGE55 PER • MANUFAGTURER5 IN5TRUGTION i I i I • M&K project number: 068-2001 1 I I project mgr: JSB ° I j NOTE: REFER TO BLOCK I • drawn b Y: B C PLAN FOR ALL DOWEL I issue date: 05-1 4-2 1 LOCATION DIMENSIONS. I REVISIONS: 1 I date: initial: .I I ' 2 Y I i I o I I I 0 2 I I ? I o i • I I � '�s✓ i I I I I f I 181-01I I 11 1_OII (J • 15/1/211 STEP Z 3 Y2 STEP I 4 6 6ARA6E SLAB: 5 Y2 GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6-N1.4xN1.4 I L — — — — — W Q _ _ MESH OR FIBER MESH OVER 6 ( • 1 0 • MIL. POLY ON q5% GOMPAGTED I 0 0 FILL OR VIRGIN SOIL. 3 2 —1 I LL 5 z W co � 5D-I . I I . 5D-I m n w N co • • i • • sheet: PLAN 5D-I &�- J##LAB 18'-L 5'-011 II'-4" ALE: 1/4"=1'-0" (22x34 SHEET) CALE: I/6"=1'-O" (110 SHEET) Fill 351-0 • i I I U A O I f I O I r N I m 35'-0" 5'-411 '4 11 41_511 41_511 / 1-211 41-/ 11 31-211 16'-011 11'-4 18'-E 35'-011 51_011 41_211 31-211 11'-411 t- Lf� CIS (mil y- m N I BLOCK PLAN LEGEN17 • ® INTERIOR BEARING WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARKALL I::::::::: I EXTENT OF OVERFRAMIN6 J • - - --------INDIGATE5 1/8" A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL 17ETA I L5 REINFORCEMENT MARK DE516NATION TOP 130TTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 SF8-I13/OT ----- (I) #5 ME,-3 SFI6-I13/IT (1) #5 (I) #5 MB-4 8RFI4-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: CAST-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 w/ SPANS 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2, 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS 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 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MABONW LINTEL A55EMBL I E5 5EE 5CHEDLE AND 51FECIFICATION5 FOR ADD'L INFO I L4J+~ MIN. (1) COWSE/BOND i �4J+� MIN. (I) GOURSE/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REIN. a, 1 �DLINT NF. I Q. I PRECAST LINTEL w/ �--�� _ i` -L t EMBEDDED REIN. MB—I MB-2 TOP GOUR5E, IF I+•,— TOP COURSE, IF I L4J I LQJ I I I REQ'D PER ARCH. v I I REQ'D PER ARCH. �----' TOP REIN. OR CANT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 RE(2'D GROUT 6ROUT BOTTOM REIN, BOTTOM REIN. --- PREGA5T LINTEL W 9EMBEDDED REIN. PRECAST LINTEL W4 Y -{ EMBEDDED REIN. M13-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES seal: \�� G. * f4o 778Lill 264 * a STATE OF 0 t� NAL © copyright: IWAfJh14 Rolle Structural Engineering, Inc. z Z JL W W Z c Z W a- __J L- a Z= �/ C..)�a cc t W� = Q Q A J� Z :� W Y p o 2 y m _ t CC C v M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 05- 1 4_2 1 REVISIONS: date: initial: MAY J W 0 Z 2 a W x a w Y � U = O � J M d sheet: d 0 0 LL d UQ d U d N W f� Y. 0 2 J J SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 116'*'-0" (110 SHEET) Fm2.0 - - I I ! I11 ---- -- REAR LANAI DROPPED BEAMS: (2)2xl2 w/y2" 05B/PLYWOOD r) -r . i k I r-71 �/, - /-r , -] /-,F- 7 1 FASTEN DROPPED BEAMS TO P05T5 PER DTL U/SD-2 (TYP. OF 2) V I 111 Y. I L I J\ I I I V I ✓/ n n - DROPPED BEAM 0 0+0" i ' IW I � i i QICD 20 HIP 61RDER'TRUSS D- 5D-2 I 5D-2 I�� I SIMPSON HUG412 FASTENED i -------------� IFBAGK TO GMU E3LOGK W— 51 MP50N TI TEN 5GREN5 4x6 POST w/ 51 MP50N ABA46Z BA5E � � (TYP. OF 2) c� LU C I I I 5D-2 Q� T — L Q�� I ' LU I -v � I �- \ I \ HIP 61RDER TRU55 / I \ / I W \ / I onn, c ------ \ / I o z (n) --------- _J I L------ -1 I I O i oI o a o I i ---------- ---- V-2 I I _ I I I I I I � z <Z , 0 5D-2 I I °W \ / �7 <� \ \ ZFF7n I I \ HIP 61RDER_TRU55 \ \ I I I I I �° I O L r` q I ----- t-----, \ 5D-2 O 3 SD-2 5D-2 I V-2 I I -----------------HIP 61RDER TRUSS----------------___ - LL O �W I LL _ I \ -H ZI L u L L J j 64 LA r LEGEND • ® INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • m m LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •_.- - - -- INDICATES 1/81A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %`xO.115" RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES 4 0 611 O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS 0 5" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE IIHII STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA TP115 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5"xO.151" NAILS 0 16" O.G. UPL11T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51NOLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES �W%,.... I/// seal: e�` �9 G. rp/�i��, W *' No 77824 w ; STATE OF 44-1 © copyright : MULHE/IId I� Structural Engineering, Inc. 0 cD Z _J Fn w w Z c CM C" z w oa.. J � Z .n Q o U_ 4 E UJ v� au i a O 1 0, CD W c Y CO)mpp W _ O cV C ct7 a F 3v] 1 IWF M&K project number: 068-2001 1 project mgr: JSB drawn by BC issue date: 05-1 4-2 1 REVISIONS: date: initial: 2 4 2021 z 0-i-di d W 0 0 z L 2 T,T d J T , i 'Q �, j� w L d 0 cv W 0 co�' z 0Z JJ ROC �RA " I I IV6 PLAN sheet: SCALE: 1/4"= I'-0" (2244 SHEET) SCALE: 1/6'*'-0" (IlxI1 SHEET) Sm 1.3 FILLED CELLS (SEE PLAN) 4" 5ARA6E ' TOP VIEW c�CORNER 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" GROUT GELL SOLID z Q 1011 GONG. OR PAVER 6ARA6E WALL BEYOND �, o GRADE ° a 'III III=1 11= DRIVEWAY _ a I -III -I I-� =1 1711 1= rill IIIa -I--1=(SEPLAN) AB -Trill I-I I MI 11=1 11-,-6ARAr_,E -III I IIII-I 11=1 1-I II mi° — 11—I 11= 16"x8" THIGKEN'. EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARA&E DOOR DETA I L SCALE: NIIS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FTC. TO BOND BEAM. LAP w/ ID FOUNDATION DOWEL L-Q, CARACE SLAB MIN. 30" GROUT CELL > (5EE PLAN) 5OLID zQ ° ° � O a GRADE 111 III III III , 11=1 1 1= t 11 I I I I -I I I-1 I I -I I I=' III -I -� III -I 5III=1 I 1=1 1I- Q I-1I1=1II- I=1 m III = 1=1117 II=1- I 1) #5 DOWEL W/ 6" HOOK AT _ -_ = I -I' ALL VERT. HALL REINF. it I I i I I i I i-I III i I I I' (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED---" FILL ® 95% NI TH MONOLITHIC, FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS GARAGE CURB DETAIL 5 SCALE: NTS ICI) #5 DOWEL H/ 6" HOOK AT ALL VERT. HALL REINF. 111 11 III=III=III , I (5EE PLANS FOR LOCATION) -III III=1 � I -I 11= GLEAN GOMPAGTED " III=I I L-1 I' FILL ® 95* MONOLITHIC FOUNDATION STANDARD DENSITY NI TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" HIDE N/ (2) #5 BARS �� FOOTING SECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOGK- BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS) GLEAN GOMPAGTEDJ FILL ® 95% STANDARD DENSITY AND TERMITE TREATED R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) a ° a d411'11 I1=1I I- °-I I I=111=i11=III- III l I I l I I'' i''`-- MONOLITHIC, FOUNDATION W/ (2) #5 NUTH GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SCALE: NT5 PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOGK (1) #5 VERT. FROM FTC. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) EXP JOINT V m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I= 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=III=I11=1 I III= (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED -� I II I I -III -III .I I III=III- FILL ®q5% MONOLITHIC, FOUNDATION STANDARD DENSITY NI TH N/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/FAT I 0/LANAI DETAIL SCALE: NM Y2" GYP. BD. EA. 51DE OF 2x4'S ® 16" O.G. Y2" J-13OLT5 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) W STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 8 PLT. BOT. ° a d a � (2) #5'5 CONT. H/ 3" MIN. CLEAR UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL HHIGH REQUIRE SUGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. '' GARAGE 5TEP DOWN DETAIL SCALE: W S 8" GMU (1) #5 VERT. FROM FTC. TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z_c<c L a� O BADE I I �__1 11=_ I I- O GLEAN GOMPAGTED FILL ® 95% STANDARD DENSITY GH, SE DETAIL 8 SCALE: ►,� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) a'III�16I -I1I1 1I1I1- - — PVC CHASE SLEEVE TO BE III=III-� TNIGE THE DIAMETER OF el I ICI I I� II PROTEGTED PIPE `- MONOLITHIC, FOUNDATION ll TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS seal; v' G.r � a No 77524 * 1 OTArF- OF t � 4t/ © copyrigh'Ntll L4 Structural Engineering, Inc. 0 CD Z_ W w Z_ c C-0 o' Z w a + < J Z= v ��a E- E WF- :2 as N S_J °° E a > • J�CD Z M i W co 2 y mOO _ W O N M&K project number; 068-200 1 1 project mgr: ,J S B drawn by; BC issue date; 05- `I 4-2 `I REVISIONS: date: initial: MAY U) 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS W Q MTL. THRESHOLD -PER BUILDER SET IN SEALANT HOUSE SLAB W Q (5EE PLAN) PORCH/PATIO/LANAI Q O , J SLAB OR PAVERS L, (SEE PLANS) PER MANUF. III-1 I I I-1 111 - -III-III- I, O -I I- tx I -III 11=1-I 11=1 I I_ =,LLJ 1 I EdI-III-III-III- -II I I=I I 11 E EII II-III_III-d ,� W III -I 11= m w n -1 I I=1 I -III I I III -III -III III- ' 11=III=III-III-III-'''_ MONOLITHIC, � � GLEAN GOMPAGTED i I I =III= FOUNDATION W(2) #5 FILL ® 95% STANDARD NI TH GONT. ON GHAIR5 W DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE O 0 Z w/ (2) #5 BARS i ,1 J1-5TORY: 1'-0" WIDE I• L W/ (2) #5 BARS sheet: EXTERIOR OUTSWING 4 56D POURED 51LL5 DETAIL SCALE: NTS SDiml I I It FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/a"x0.113" RIN6 SHANK NAILS 6" O.G. w LU Q Ln 2x6 FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS ROOF TRUS -SEE PLAN (2)3 Y2"x0.131 " 8" GMU BOND BEAM w, (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT, $ HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TRUSS 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. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR °i GONNEGTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO _ EXTEND INTO BOND BEAM i SHANK HIP 6.T. 2x4 FLAT BLOCKING ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA, x 3Y4" TAPGON ROOF TRUSSES -SEE PLAN — (2)3 Y2"x0.131" 2x4 ® I6"o.c. FASTENED - TO 6ABLE END TRU55 w/ (20' 0.131" TOENAILS. 6ABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 ED6E NAILING - 2 Y2"x0.131" NAILS ® FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE Y4" DIA. x3Y2" LONG 5D5 / SGREWS @ 16" o.c. PROVIDE MOISTURE —� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF. 8 GMU BOND BE w/ (1) #5 BAR CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %"0.113" RIN6 SHANK NAILS @ 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF 2x4 BLOCKING w/ (3)3 Y4"x0.I3I" TOENAILS EACH END (4) 3 Y4"xO.131 NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ®48 SPACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS ® 12" O.G. T16HT BETWEEN TRUSS BOTTOt (NOT REQ'D AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ SGREWS EXTEND INTO BOND BEAM /NAILS 6" O.G. SECTION 2 SCALE: 3/4"=1'-0" C A!_TCAI 5HT6. TO HIP 1.115" RIN6 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES f FASTEN EACH OVERFR TRU55 TO TRU55 BELOI EFVFA5N 130TTOM CHORD OF 6MTH (1) 5IMP50N VTGR TO TOP OF WALL w/ SIMPSON @ 24" O.G. 8" GMU BOND BEAM w/__1 H6AMIOKTA CLIP ®48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM &FA575/� IN HORZ. REINF. 5PEG5 I'-0" SECTION SCALE: 3/4"=1'-0" -�— BOND -BEAM ONTIN. PREGAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QIA�.�NRY PIERDETA IL TRIPLE WINDOW SIM. TYP I GAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHIN6 TO FASCIA WITH 2 3/8"x0.113" RIN6 SHANK NAILS ® 6" O.G. SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SECTION 3 SCALE: 3/4"= I b" PROVIDE SOLID SHIM BETINN TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 61REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILT[ DNI72P8 PAF'S FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAIL 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION 4 SCALE: 3/4"=I'-0" TRUSSES PLAN T GONNEGTOR SCHEDULE WALL REINF. <TEND I NTO > BEAM (1) #5 IN BOND BEAM --I- ------- - -- - - - w I ALL LAPS 1NMA50NRY25" I ---------------- y� I PRECAST LINTEL, SEE PLAN RUNNIN6 BAR FOR SPEGIFIGATION w VERTICAL REINFORCEMENT PER tY PLAN MAIN ROOF SHEATHIN6 (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. PROVIDE (I) (IF REQ'D PER PLAN) P05T 5IMP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, "I" MIN 4 SENT CORNER BAR END LENGTH DROPPED MGROUTED CELL BEAMS MAIN ROOF TRU555 PER PLAN NOTES: I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %N4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM ED6E OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3NO.I31" NAILS 5TA66ERED @ 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2- "0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'S 5PEG5. MANUFACTURER DOW/DOOR BUCK DETAIL E: NTS 0H�2 S 2xbxl2" OR 2XSXI2"P.T. CENTER BUCK TYP.CORNER VERT. WALL REIWORCING DETAIL SCALE: NTS 0� NOTE: ALL HOOKS AND SPLIGES TO BE GONSTRUCTED AND 51ZED PER NOTES . RE I NFORC I NG DETA I L @�V�OTN;S NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE I NSTRUGTI ONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE 3/e" DIA. ANCHOR DRILL 6" INTO EX15T'6 D_ LOCATED PER PLAN SLAB, EPDXY 4 DRIVE I I Q IN GROUTED CELL #5 DOWEL, PROVIDE MIN. I - 2X4 P.T. TOP BUCK 30" LAP SPLICE I I O I z 2X6 OR 2X8 P.T. BUCK I I f EACH SIDE OF OPENIN6 -VERIFY CONN. REQ'MT w/ G DOOR MANUFACTURER • 1 ° II °III=1I1=1I1=1I1=1 PROVIDE (5) %" DIA. J-BOLT W/ 5Y2" GRADE —III-III-I I (— EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE IY2"x3�(b" -I - -I - THICK WASHER W/ EACH ANCHOR (15T BOLT -1 ,I I —I 1 1- I ' ° III -III- TO BE BE 8" MAX ABV. GURB REST EQUALLY I I I I I I I I l4.�► SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E CURB W' MAX.) OF OPENING GARAGE DOOR BUCK �DlAIL K SCALE: Nrs M 15SED DOWEL RETRO� I T DETAIL SCALE: NTS SIM. • GMU STEM FM DROPPED GRADE REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 3/4'=1'-0' r seal �'�`` • +s f °' f BOG-A°S'; d� ° No 778 r; STATE OF : I 0 . i oki �'✓/ �; L ORiDP - N -Zx� © copyright % u" igkb Structural Engineering, Inc. CD Z J(= w w Z c z w a + 0 J Q 0 Z= U_ ZZI Q t E 00 'S °O E =a > J~ CD Z °' o ;o W Y p o 2 y m W O C C. M O. M&K project number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date. 05-14-2 1 REVISIONS: date: initial: MAY 2 4 2021 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 5IMP50N M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN SGREWS - PROVIDE MOISTURE BARRIER IQ, i , T �J.� Q PLATE (PER TRUSS MANUF) ® I , EACH TRU55. T _ i w n I --I - PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO ROOF TRU55E5 @ EVERY OTHER BAY 0 O FASTENED TO GMU wl (3) Y4 DIA. x 3 Y2 LON6 I� ._.I L, TAPGONS. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3Y4"x0.131" NAILS ® EA. END. < U••1 'Q p RETRO I T DETAIL W U I- SCALE:-0" I..� LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEC IF I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. LO '< U) J J sheet: SDW2 --J - I-- u I 1 6 -_--- _ I PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N(7LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT 5AFETY INFORMATION (5G51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLING, RE5TRAININ6 b BRACING OF METAL PLATE CONNECTED WOOD TRU55E5," (2005 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'V OR V BRAGE5 (REFERENCE Br51-B3 F16URE5 83-18 b B3-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 83-22 $ BG-23 15 ACCEPTABLE. • 'T' b V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEBNERTIGAL MEMBER. • V d 'T' REINFORGIN6 TO BE A MINIMUM OF 610% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAIL5 (0.131x3 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE55ION WEB w/ (2) Ibd GUN NAILS (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAC70NAL BRA6IN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL- BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GL05E5T TO EACH GABLE END WALL d ADDITIONAL DIAGONALS AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) I6d NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B ROOF 5HEATHIN6 GOMPRE55ION WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE 77 x INDIV. TRU55 5HOP DRAWIN65 FOR LOGATIONS) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) GONTIN. LATERAL BRAGING TO LAP AGRO55 MIN. (1) DIREGT-APPLIED TRU55 BAY A5 5HOWN 6W5 GEILIN6 5EGTION B-B ALTERNATE METHOD M9M (3) OR MORE SIMILAR TWSS 5 ARE 6RaYM WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK 2x 5TRON66AGK5 MAY BE (NOT REQ'D FOR IN5TALLED FOR GON5TRUCTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B DIREGT-APPLIE�'L' OR 'T' BRACING 6WB GEILIN6 WEBS DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 BRACING PETA I L5 $ NOTES J COMPONENT S GLADDIN6 PRESSURE ZONES Gomponent5 i Cladding Nind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Enclosed, 0.18 int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (PSF) (P5F) ROOF (HIP) O +14.9 -26.6 0 +14.9 -36.8 20° TO 21° 2e +14.61 -36.8 3O +14.61 -36.8 OI +14A -28.5 2r +14.9 -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20' TO 27° 2n +14A -45.1 3r +14A -53.6 �4 +21.2 -221 WALLS 0 +21.2 -25.3 •NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE 1-16 5ection 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pre5sure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst case 5cenario of 10 p5f (eff. area). Refer to note5 on 5-0.0 for roof/wall nailing requirements. seal: 1 ,\\011t t1 f//, W 77824 *' - STATE OF ;Lit © capyr�i° tdc��k��Englneering, Inc. acD Z J� w w Z c CD r' Z w CL J Q Z .n V L) , rt -Q W� cry �Q) -+ m E Q Jz a �o W O CA Y y W m` C N C ch M IV 7 M&K project number: 068-200 1 1 project mgr; ,j S B drawn by: BC issue date: 05-1 4-2 1 REVISIONS: date: initial: 242 SCALE: NONE DIRECT APPLIED GEILIN6 j Q u lTT L.I..1 W Q ° 0 i LL 'Q 1 LLJ V N W 1 0 Z to J J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SBm 1 41 it