Loading...
HomeMy WebLinkAbout36825 Yesler Drrn If ABBREVIATIONS 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 ff vn an] (9n TM Companl'o- 90 MATAWAN ROAD Lw MATAWAN, NJ 07747 (732) 383-2200 PALMERA ASPIRE m ESP ELEVATION "A" 36825 YESLER DRIVE ZEPHYRHILLS, FL 33542 LOT 053 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREATABULATION ELEVATION "A" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. LANAI 137 SQ. FT. TOTAL UR 2790 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 I STRUCTURAL DETAILS �o°� W° aop U) w ¢X Er p� J (D W _ Z) cc cc cc zzz�w � gU)< aw Ir cnp00 p=zU-cn �Pazo 0 0 0 u 0 a) m 0 w w ommmid (L U) w CL d ob I-" w w x m w } 0 u 0 z [COMMUNITY: oAT (0, Nov 5 Uzi SPRINGS RELEASED:10/26/21 SHEET ALL WORK SHALL COMPLY WITH PREVAILING C S 1 CODES FLORIDA PUILDING CODE, NATIONAL ELECTRIC CODS, REVIEW DATE DEC � 2021 AND THE CITY OF ZEPHYRHILLS ORDINANCES CITY OF ZEPHYRHIL PLAN EXAMINER GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11 /2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: USED FOR SLEEPING PURPOSES SHALL OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM US 0 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED . 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL ONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE IA COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R30THE THE GARAGE%SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL DWELLING -GARAGE FIRE SEPARATION THE 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. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 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 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 11. 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 11 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 I HE ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES THAN 36 INCHES 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 - TIO S 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 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 IN INSTALLATION CLAY AND CONCRETE TILE SHALL 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 INSTALLATITHE INSTRUCTIONS, ATIONS F I HIGH CRETE AND OTIILE nDEDITTION NACCORDANCE 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 INSTALLATION MANUAL, WHERE THE TERMINED NND V SDI SADET DE 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 HALL COMPLY WITH ONE OF THE FOLLOWING: WINDOWS C O G 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. OPERABLE WINDOWS WITH OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER 102 MM SPHERE 1 O O S GS THAT O C ( ) 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 M1502.4.5.1 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. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE Ml502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 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. 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 HE 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 75 R311...1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT THERAD) APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. LUID-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 FOUNDATION INSPECTN NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11 A INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST COMPLY WITH AAMA FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SFLASHINGSHALL SHALLLLBBEE INSTALLED IN ACCORDANCE WITTH 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 1.00 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 MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. A 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. It 11I �=Ir ?00}H 5; o LLJ 1-- c� C) Lu ¢ � Lu J � W W 5frcr_cc Y O I- z �u-00� Z zQ Z ~Lu Z CCuj 0- = cr- (1. �W❑OU �=ZLLu) I- ¢ Z I� cz•cri n Q o F- Z a H O U O CJJ 1-0 w� w A x Ll LL� i�U) O z mm" I w wQ � �Imm" a, 0 n U) U Im w z O I i I i i I u i 0 � I I I I U O w I I I i I � 0 , M W�_<! i .� . \. -4 i 0 * I I rr u0F I COMMUNITY: LINKS AT CALUSA SPRINGS ! PLAN # 6120 i RELEASED: 10/26/21 SHEET i GS I W• r (11 O O r- co M 36"x60" ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND cr N DRYE VEN WASHE BC "L___ 21'-4" 18'-8v' 5'-4" ', 16'-0" 8'-10" §" 8'-10" §' I LEGEND SYMBOLS I (i> BUILDING/WALL SECTION I MARKER 0 '35 SH O INTERIOR ELEVATION MARKER .�.... ,..... �..- -..... nTl 1^.n 1Am w nnrn * EMERGENCY ESCAPE & RESCUE Q TEP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION W/ INSULATION NOTE:INSULATION •R WALLS ARE DRAWN 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 BRACKETSPACED 16" O.C. FOR VERHANGS GREATER THAN 10" —TOP PLATE -2x4 STUD WALL SEE PLANS FOR WALL LAYOUT [BASE CABINET AS PER SHOP DWGJ cc Lu ❑ J H W wz0T_ O W cr.Q 0 u U W 0 Q Z) W H _ cr L J ❑ I= coZF- ZW aga�J LLI 2 c a -i(n❑OU Z) = z LL (A mP<9Ei - %� •'. A OF C. NOV0 5 2021 COMMUNITY: FIRST FLOOR PLAN SCALE: 1 /4"=V-0" Al.l f, GARAGE DOOR 2 DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL 1 SCALE: 3/4"=1'-0" 12 5 REAR ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 12 5 / \ L %) ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 FIN 1 CT FI (1(1R BLDG. HEIGHT 5:12 a TYR I � I 4" WIDE STUCCO BAND (+1) I I 4" WIDE STUCCO BAND (+1) I i 16070 GAR. DOOR 4" WIDE STUCCO BAND (+1) FRONT ELEVATION SCALE: 1/4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLOMA 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) J H W W z o � wwz0 > it 0 WZ�I- c�Ww V Q = W ~ a.u) W W � cr- v o F- z LL O ui _0 zgzz~z CC J Q J W (L = cr !Z U) C) O _Q �I-QZE n a O C a n 0 � Q a O O O �a wU) Z o O Qwow � Z �w cn w IL O E ..Ix vJ W C3 U) O� U) aaaQ F" 7g24 T O F ;LL�M�2021 MMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10/26/21 SHEET A2,1 r, 1 ,-0„ TYP. 12 5 LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) *25 SH 5:12 0 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 4" WIDE STUCCO BAND (+1) 29-011 TYP. —s- *25 SH *25 SH 35 SH 4- WIDE STUCCO BAND (+1) RIGHT ELEVATION SCALE: 1/4"=1'-0" 12 5 4" WIDE STUCCO BAND (+1) TYP. 00, 4" WIDE STUCCO BAND (+1) 12 5 1W TYP. 00 FIN. 1ST FLOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE ""' FINISH l'` ` • = ' r'{•..? SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENT'S & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) cc w Lu �o °� wWZO >cca0 LU Z) cnUWw Z) W 0-U) W W cc cc Y O H z u- 0 0 (1) zzzF- -Lu z �g< -i wa=cca- Z)U) p 0 a?o cri n coc O �a Q O O O U) O z O INN o I� 0 w w w w U w , i z O i i i ! i ; I W 0 i i U z O� i ! i ! �o • aaaaa S 24 c f OF 441 i A 5 Z02, OMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10/26/21 SHEET i A2022 r, ROOF PLAN SCALE: 1/4"=V-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 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 F ♦c : *r • '� . T • A 'o •'fit O I\ 'rill IZ W } 2 IY �0m 0F- >(r<0 LLI=)0H cr c)Uww Q=WF- CL JU)WLLI ZZOW CcJ Q J LuEL - J U) p O U = Z LL (n H Q Z 0 r` 0 � Q 0 0 0 u O Z M� �-1 (L O -1 O w O a X a U) w 2 1-j 01:4 aL 0 r W In O �A d. aaaa 4 . D" OF 1101. COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10/26/21 SHEET A3.1 r; ao 00 INSULATION PER EN T.O.MASONRY AkL-T.O. WINDOW FIN. FLR. FOOTING FOUNDATION PLAN BUILDING SECTION SCALE: 1 /4"=V-0" ._. BUILDING SECTION SCALE: 1 /4"=V-0" .MASONRY ). WINDOW 'IN. FLR. ti 0 A cc Ill rr- LLJ O O 1-- > oC Q 0 11.1QF- c�UWw Q�wF- J�wg crIr `-CO1--z �u-00(n zzzEz W ( 2 IY n- -ic)pOU Z)=ZtLM m1-Qz0 R zz cz '--.m Cz it Q o H O �Q Q 0 0 U) U Z O o I M � u o w U) o a A memo w a O E LL W pZaaaaa piZ 4 0 5�821 o� qW�UNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED:10/26/21 SHEEP AS. I C/i z Q 0 06 z a w w lu c r, 12 SEE ROOF � PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1 x2 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 ' STRUCTURAL. STRUCTURAL. STRUCTURAL. TOP OF C.M.U. , TOP OF C.M.U. \' , TOP OF C.M.U. I-F(REFER TO ELEV.) I (REFER TO ELEV.) (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA 1/2"�- EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE BD. EXTERIOR SOFFIT EE BD. WALUM DRIP EDGE - - EL 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 (e" 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 GARAGE SLAB, DRIVEWAY PER COMMUNITY FROM HOUSE SEE STRUCTURAL 4" SPECS 0'-0" PLANS � OL 0'-0" SLOPE 0'-0" FIN. FL. SLOPE SLOPE FIN. FL. FIN. FL. �j --FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1 /2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 1' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR— CMU BLOCK WALL BOARD Z 5 3 _1/2" O_ w GARAGE a N i� PANEL J 2 N CD CURB REFER TO PLANS GYPSUM - BOARD J" GYPSUh BOARD NICHE FOI ELECTRIC PANEL & WIRING ELECTRIC PANEL EXTERIOP CMU BLO( WALL CONCRET CURB REF TO PLANS SLAB ON Y GRADE AT GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" 0 FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION 0 GARAGE DOOR SCALE: 1 /2" = 1'-O" NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. A IC OR SECOND FLOOR LIVING SPACE REFER TO PLANS, 'jD 0 �s —FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN Qr LANAI/PORCH SCALE: 1 /2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION C= W cl 3: o >_ } WIt<0 p U) 5! W Q w J U) W - :D tr otj 'zOW C_ � � Q Z W C_ _ cr- C_ Z = z LL U) �I--QZ� cz-"~ g a� " 4 cz (� n O � Q Q 0 0 0 U O O � O � M-M w U �w � a cn CL U) al O U U) 0 U U) O 0� o a aaaa • ,Aov 052021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10/26/21 SHEET A5*2 u u r NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/ WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) z in T "L" FLASHING SCALE: N.T.S. "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER iETAL LATH AP WRB & TAPE OVER ROOF/WALL 'CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ►ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, \ISTALL WITH ROOF CEMENT IOOF CEMENT 'HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOF, BUCK TO MASONRY WOOD SHEATHIPr% BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC; MIN. CLEARANCE (PER MANUF. SPEC; 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHINi UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAL WITH ROOF CEMEI` ROOF CEMEI\ SHINGLE ROOFIN "L" FLASHING -SIDING SCALE: N.T.S. c 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 z WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED IL 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) T FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 © @ FOLD @ 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 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 01 ?• yo WATERTIGHT SEAL. moo.s1 FOLD. DO NOT CUT. '•'�4 o 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 >j 2 cr �00� >c< cc0 W :D 0 H (qUW W ¢ = W I--- CLccnwww �crE� Y 0 z �u-00cn zzz�W cn W J Q J wa=C� �cna00 z)2zLL(n cz CZ c for O � ~ i w o QU) j o o a� w � w wcn a w 0.. 0 W 0 z z 0 .� r74 o S,7 4 E OF •t�., -0'2021 MUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10/26/21 SHEET GYP I 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T -III III III III III i ELECTRICAL RISER DIAGRAM NOT TO SCALE r (11 ELECTRICAL METER (V.I.F.) A/C {,DISCONNECT U/ GFWP FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" OUTLET FOR U/C REF. ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH J4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE �- WALL MOUNTED INCANDESCENT LIGHT FIXTURE Qv VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) Q COMBINATION SMOKE / 002 DETECTOR ® SMOKE DETECTOR ►Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (p ELECTRIC METER i ELECTRIC PANEL DISCONNECT SWITCH aQ JUNCTION BOX /--� STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE W F- Ill O O } F- >oCQO W �clF- QZ)iF- W � i J W — Z�ccIY YOl�—Z ,a li O v) _O Z Z Z ~ Z °C�a�� Wa=a cc -iWp00 Z)=ZIL(n F- Q Z cz a' O � c OC n Q o 0 � 4 Q 0 0 0 U o Z � a o Ij LL� 0 U ICI (L u U) w j w w 2 a _O r lz tn W 0 N Z O� to �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 10126/21 SHEET El,l TIN LQ N SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" cc W _ cr- 3,0> } Wcc:Q 0 p CC c)Uww aDWF- Z Q MASONRY LINTEL ASSEMBL I ES 5EE SGHEDULE AND 5PEC►FICATION5 FOR ADD'L INFO rr--�i rr--7i MIN. 0) COAZ55E180ND I i '}� MIN. 0) GOURSE/EOND LQJ i BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL 6ROUr 6ROVT BOTTOM REINF. PRECAST LINTEL W PRECAST LINTS W MB-1 EMemvEn REINF. 4 MB-2-2 ET1� REINF. LJ .-TOP GgAZSE, IF J i1 i L'++- � 2 TOP C W-C-, IF REati PER ARCH. v i i REOV PER ARCH. • ; TOP REINF. OR CT. BEAM GONT' BMON EIM BEAM REIN. REINF. AS RW'V 6ROUr 6R0Ur _, BOTTOM REINF. i ` ' I i I �t MB-3 BOTTOM REINF. PREGAST LINTEL. w/ EMB1� REINF. �-Y -t ry MB-4 PREGA5T LINTEL w/ REINF. MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-05/OT ----- ----- MB-2 8F6-I13/0T ----- (1) #5 M13-3 81`I6-I5/IT (1) #5 (I) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL'' HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 1ST INDEX SHEET DESGRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3A ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS P1353-1 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES 11"I �} enrol 1 • OE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH 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 GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINC75 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 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 FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINC75 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • 5AW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1.1.5 RATIO CONNECTION SPECIFICATIONS (T`1'P. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOIST/13LK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* 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. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE 7cTiRAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTERSEGTI% HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOW TH 15 MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION I60q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLONIN6 WIND SPEED 4 EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REOU I RE5 FORMAL EVALUATION $ APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR MLL SHEATHING SPEC I r-I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FASTENED w/ PI 2y2"x0.131" NAILS ® 6" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FA5TENED w/ P3 212"xO.131" NAILS ® 3" o.G. ALONG PANEL ED6E5 AND 12" o.C. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAILS o 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL 06GUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEAR114ALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32% SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL IVa' THICK, APA RATED SHEATHING22 % EXPO50RE 1 055 OR PLYWOOD PE1 AGGORDANGE WITH THE UL DE516N5 SPEGIFIED. Window 4 Door Allowable Wind Pre551,11re5 140 MPH Wind Zone Ex o5ure B®® OPENIN6 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 PSF/-20.q P5F +18.5 P5F/-20.q PSF I6Garage Door +11.1 PSF/-Iq.1 P5F +11.1 PSF/-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. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined a5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pres5ure5 have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 charted here are allowable pressures and have been reduced per ASGE 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 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R51R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4 0 b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I "6UIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • 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 FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL 11=T CONNECTORS BEARIN6 CONDITION TRUSS GONNEGTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANCE WITH THE REQUIREMENTS OF A5GE-1-I(b. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGENP nouumt � � � � • • • _ _ _ BEARIN6 WALL ABOVE 0 BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 L _ _ -'J e-­... -- - INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL o TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATE6ORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER o 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JAGK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3x0.131" NAILS o I6" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B FASTENED w/ 2,2"x0.131" NAILS ® 6" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2(900 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL56GREW5 2" FROM E06E. 50LID 3 Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (9 3/4" TRU55LOK 5GREW5) o 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 0 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 wl (3) 3/16" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. se ••'; No 77 24 * . *� :Cc • -0 -TE O W F it-, :. .#, ;O� • ! r, , II�,SF /O1 ` 0 LO�` © copyright: MULHER structural ering, Inc. CD z JLU W W z �Z z W Oa.. J Q 0 .c, Z= ag U_ 4 Q. c_ WW E 'g cry =� m � a Jz Q. (1) CD W o � Com W _ $ N Ilr co a M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB DR 1 0-2 2-2 1 REVISIONS: date: initial: 11/02/2021 EMG sheet: J W Q O 4 w J a a SM0.0 Q 0 J U. �. � �, -_ .,�e�. , r; Y REAR LANAI DROPPED BEAM5: 5D-2 (2)2x12 W V2" 05B/PLYWOOD BTWN. PLY5 (TYP. OF 5) DROPPED BEAM 51MP50N HUG412 FA5TENI BAGK TO GMU BLOCK w/ 51MP50N TIT�E N 5GREW5 IP 61 4x6 POST W/ 51MP50N BG46 GAP FASTEN INTER5EGTIN6 i ABA4(bZ BASE_ DROPPED BEAM5 TO P05T )BOPPED BEAM I PER DTL U/51)-2 4x6 P05T w/ 51MP50N m I ABA46Z BASE I Q� WI i Q- iO of O - O \;7JJ I o \ y' LU U— HIP GIRDER TRU55 / \ / I LU v I ts)o N i O i L------J I I I I I I L— — — — — — - I I P 61RDER TRU55 E -- E -- E -- I 6�rnl �D I z dLU D_ JO. v v 0= '= v N U-1 / z tY / <} z O rr1 -- I-- ]---]= I iI oU- oO w r- Q U— °°° - ---------- I 1HIP 61RDER TRU55 / / A 11 i LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 �- - - - —INDICATES I/S"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 N 24 •• • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF . : rr TRUSS CONNECTORS. -0 E ; OF ' • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, •�9 :TA '.,0,". EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" ���iS3/.., �"r, V�(}�• r RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6 O.G. AT PANEL EDGES o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG © copyright; MW LP TRU55E5 w/ RING SHANK NAILS o 5" O.G. (U.N.0). PROVIDE BLOGKIN6 Structural Engineering, Inc. ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. Z • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND u' LU CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. '-'-' L • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 J a Z E MANUFACTURER, UNLESS OTHERWI5E NOTED. • ERECT AND IN5TALL ROOF TRUSSES PER WTGA I TPI'S BC51 I U cc Q c JQ GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6 8 BRAGIN6 o� W :a OF METAL PLATE CONNECTED WOOD TRUSSES." W • ROOF TRU55 5HOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. = Q m 6 FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. — a ��,' a �- • SUPPORT PORCH lt SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER MJ W °P c FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16' O.G. m y IW �o N INC Cf) a UPL I fT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. 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 DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N 5TANDARD6 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUCTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES 1wr M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: 10-22-21 REVISIONS: date: initial: 11/02/2021 EMG V z i� O L OO LL LL O 0 o w in � LL_ 0 ROOF FRAYING PLAN sheet: SCALE: 1/4"=V-0" (22x34 SHEET) SCALE: 1/6"=V-0" (110 SHEET) �CM Cz 4 O J LL. Ld 0 z 0 x o. 4 J W U 0 z I�1 I�.. JJ Sm 1.3 FILLED GELL5 (5EE PLAN) 8" GMU BLOCK 4" 6ARA6E s (1) #5 VERT. FROM FT6. TO 'rOP Y I EW BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. @CORNER 30" 6ROUT CELL 50LID GONG. OR PAVER GARAGE WALL Z 4 DRIVEWAY BEYOND (I =1 a� O GRADE _ `Y' III-III-� 1 III [A4 I I Il l 11 EEI l lIIGARAGE SLAB=1 I MI II(5EE PLAN) I6"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE ® GARAGE DOOR DETAIL SCALE: NM 8" CHU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 8" WIDE GONT. GONG. CURB w 6ARA(5E SLAB (5EE PLAN) > F Z Q • • • e d O GRADE III —III —III —I I I_I i 11=1 11= 1=1 I I I I I —I I I —I I I —I 11 '—I I El III-11 • d MIII—III—I ! o '—I I F `' I —I I IIIEIII=111-- 11 I=1I— III = 1) #5 DOWEL IN 6" HOOK AT _ I I 1=1I I—!' ALL VERT. HALL REINF. I I=I 1111=III=_ III i I I (5EE PLAN5 FOR LOCATION) I �=1 I I—III-111—I - GLEAN COMPACTED FILL A q5% HI TH MONOLITHIC FOUNDATION 5TANDARD DEN5ITY H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" HIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" HIDE H/ (2) #5 BAR5 GARAGE CURB DETAIL 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD 5ET IN 5EALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) R4.1 FI-FOIL OR EQUAL OVER 3/4' FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) d ' d PER MANUF. III-1 I I I-1 I l 111—I I Ed I I— 1 l =1 I I-1 1 1- d 1=1 I I I I M I M I 1=1 I I_ =1 11=1 111—I I LEI I I-1 11=1 1I- -I 11= `' lEd El I I —I 11=1 I I- _ N ' 1=1 m III I I MI M11_ m y I�lll11_ II 11 III —III —III III—_ MONOLITHIC I—,1 I i i 11111=1111 �I 1—�' FOUNDATION H/ (2) #5 GLEAN COMPACTED " FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4' WIDE H/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 Q EXTERIOR OUT5WING 5GD POURED 51LL5 DETAIL SCALE: NT'5 3Y2° GONG. Z& W HWF OR FIBERME5H RI OVER 6 MIL. VAPOR BARR R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) I— III f1=�f 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I 11 11=III=III I —III (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL A q5* MONOLITHIC FOUNDATION 5TANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 FOOT I NCG 5ECT1 ON Al. BLOCK DETAIL SCALE: NT5 8" GMU BLOGK— BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN 5EALANT PAVERS (5EE PLANS) GLEAN GOMPAGTED-' FILL ® q5% 5TANDARD DEN5ITY AND TERMITE TREATED R4.1 F I -FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) e • d —II1=III—I II—II—II1: M—I 1 I- (MI1111 ` d I —III ,III II —I I- — III_ -III - MONOLITHIC FOUNDATION H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 EONTRY DOOR DETAIL ALE: NT5 THICKENED 5LA5 ® RECE55 DETAIL SCALE: NT5 8"x8" THICKENED SLAB W/ (I) #5 GON I . DIZCKENED EDGE DETAIL ZI : RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLI1) PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) ;t � I EXP JOINT v m �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %"' FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) d a. I__III_I a I —III —III: —III—I fi1711I 1 I. ,—,IIII„I I=I Tam(l) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I 111=III=III=1 I III= (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED =1 I i i III=III- FILL ®qS:K MONOLITHIC FOUNDATION STANDARD DEN5ITY WI TH H/ (2) #5 GONT. ON ' GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" HIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: MS y " 6YP. BD. EA. 51 DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. r END OF WALL AND 5PA6E ® 32" O.G. 2" (6" MIN. EMBED) LU STUD PLATE TIES PER PT BOT. PLAN ® 5TUD TOP 4 PLT. WT. A. .. • • < d _ A • — e d.. (2) #5'5 GONT. W/ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 50GH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANGHOR BOLTS ARE NOT REQUIRED ON HALL5 NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. ''� GARAGE 5TEP DOWN DETAIL SCALE: NT5 all GMU (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z� �O O BADE 111=111=I I I=I 11- O GLEAN COMPACTED FILL 0 q5% 5TANDARD DEN5ITY (DA5EDETAIL =�ZH : NT'S R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) PVG 6HA5E 5LEEVE TO BE TWIGE THE DIAMETER OF PROTECTED PIPE MONOLITHIC FOUNDATION WI TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE H/ (2) #5 BAR5 seal: s,�� ••"v U 4 & T • 4 ��'• AT OF 01 -0 �� lop ,X%��t,,i N AO_"41 cti�'` 21 © copyright : MUL�� ' F� Stru gineenng, Z JUJ CD w Z CD r z W J 5 Q CD Z= Q� oc �E U) � � a =� °O E Q Q A MJ Z s =W �� e CO) m W $ N C. M M M&K project number: 068-2001 1 project mgr: .JSB drawn by: DR issue date: 10-2 2-21 REVISIONS: date: initial: 11/02/2021 EMG INA U) o J J d J � ui W p z a. Z0 � d J 'Q L1 U 'Q F. 0 �e z 0J J sheet: SDml 1 P a PROVIDE SOLID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FA5GIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. j LU 2x6 FA5GI -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 r ROOF TRU5 -5EE PLAN (2)3 Y2"x0.131' 8" GMU BONE (1) #5 BAR5 8" REINF. GN -5EE PLAN F d HORZ. REINF. 5PEG5 I SECTION SCALE: S/4"=1'-0" 3/W'xO.113" RING SHANK 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 63. 2x4 FLAT BLOGKIN6 ® 16- o.c. FA5TENED TO BOND BM. w/Y4" DIA. x %" TAPGON ROOF TRU55E5 (2)3 Y2'x0.131 " -5EE PLAN - 2x4 ® 16"o.c. FA5TENED TO GABLE END TRU55 w/ FASTEN 5HEATHIN6 TO 2x4- x4 2x4 BLOGKI% w/ (2)3"x0.131" TOENAILS. BLOCKIN6 w/ 2 % xO.113" (3)3 y4"x0.131" RING SHANK NAILS ®4"O.G. TOENAILS EACH END MAX 2'-O" MIN xx, (x GABLE END VERTICAL WEB REINFORGIN6 A5 REOURIED I ROOF 5HT6 ; i (4) 3Y4"x0.131" BY TRU55 MANUF. SHALL BE NAILS 2x8 P.T. PLATE FASTENED GONT. 24" MIN TO BOND BM. w/Y2" DIA. ONTO ROOF ANCHOR BOLT5 ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 E06E NAILING - 2 Y2"xO.131" NAIL5 ® 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w/ YW DIA. 4/2" LON6 505 SCREWS ®I6" o.c. PROVIDE M015TURE 2x4 BRACE w/2x4 T-BRACE, SPACED ®4'-O" O.G. MAX. PROVIDE 2x4 BLOCKING ®4� BARRIER PLATE BELOW FASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" O.G. IN FIRST (3) BAY5 OF WOOD MEMBER5 ON GMU NAIL5 ® 12 O.G. ROOF TRU55E5-GUT TO FIT (PER TRU55 MANUF.) (NOT REQ'D AT TRU55 HE16HT5 TI6HT BETWEEN TRU55 BOTTOI CHORDS AND NOTCH AROUND 8" GMU BOND BEAM w/ 4'-1" OR SHORTER) SILL PLATE (1) #5 BAR GONT. FASTEN DRYWALL TO 8 REINF. GMU WALL VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 /NAIL5 ® 6" O.G. -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM a HORZ. REINF. 5PEG5 SECTION 2 SCALE: 3/4'=1'-O" C AGTCII n��C 5HT6. TO HIP .113" RING o 6" O.G. VALLEY 5ET OVERFRAMIN6 - UPLIFT CONNECTOR -5EE PLAN - HIP JACK TRU55E5 I FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI FASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8 GMU BOND BEAM w/--/ %AMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PA(KA6E) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VQ VERT WALL REINF. TO -5EE PLAN FOR VERT. EXTEND INTO BOND BEAM (Dk:CTION 4 HORZ. REINF. 5PEG5 : g/4"=1'-�• q SECTION SCALE: 3/4"=1'-O' BOND -BEAM - GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-CRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QIA SONRY PIER E: NT5 TRIPLE WINDow SIM. TYP I GAL OYERi=RAM I NG CONNECTION DETAIL SCALE: N.T.S. PROVIDE 50LI0SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOGATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TPU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 VX0.113" RING SHANK NAILS ® 6" O.G. 2x6 FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - 5EE PLAN FOR 5PEGIFIGATION5. MAIN ROOF 5HEATHIN6 MAIN ROOF TRU555 NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA5ONRY W/ (1) ROW OF Wb"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUCTURE BY OTHER5 IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, U5E (5) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REOUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK PV (2) ROW5 OF 2 Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFAGTURER'5 5PEG5. MANUFACTURER WI NVONVOOR BUCK DETAIL SCALE: HTS SECTION 3 SCALE: s/4"=1'-O` ALL LAP5 IN MA50NRY 25" - RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. HALL RE I NPORG I NG DETAIL SCALE: NTS 2xbxl2" OR 2XSXI2 "P.T. CENTER BUCK SEE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 w 4 PROVIDE 50LID 5HIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA561A -5EE ARCH FA5TEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAIL5 ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING w/ 2 Y2x0.131" NAIL5 ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 VA5TS-/ 4"=1'-0" (1) #5 IN BOND BEAM d } - PREGA5T LINTEL, 5EE PLAN FOR 5PEGIFIGATION - VERTICAL REINFORCEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) NOTE: ALL HOOK5 AND 5PLI6E5 TO BE GON5TRUGTED AND 51ZED PER NOTE5 QLREINFORGING DETAIL NrS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP5ON ET EPDXY). 5EE TYP FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL OF OPENING DOWEL, BLOW OR BRU5H GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN 3/e" DIA. ANCHOR DRILL 6" INTO EX15T'6 ( I IN GROUTED CELL 5LAB, EPDXY d DRIVE #5 DOWEL, PROVIDE MIN. I - 2X4 P.T. TOP BUCK 30" LAP SPLICE 1 I I O I z 2X6 OR 2X8 P.T. BUCK I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/4. - DOOR MANUFACTURER (33 1z . I " : • III-III-III=III-1 PROVIDE (5) %" DIA. J-BOLT W/ 5 y2" 6RADE _ „ ba(- EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE of DOOR. PROVIDE I Y2'x3i(b" o =1 11-I 11-I 11-I 11 < s I-1 I 1-1 I I -I 11- 111E111-1l I M 111-1 I IEl 11- THICK WA5HER W/ EACH ANCHOR (15T BOLT --' ' 111E111-111 a 1-11I-111- 5PAGED APPROXIMATELY 24" O.G) - 5TART BOLTS AFTER 6ARA6E CURB 0" MAX) GARAGE DOOR BUCK DETA I L K ScaLE: NT5 MISSED VOWEL RETROFIT DETAIL SCALE: NTS SIM. a CA STEM POR DROPPED GRADE TRU55E5 PLAN T GONNEGTOR 5GHEDULE WALL REINF. {TEND INTO ' BEAM 4x6 P.T. P05T PROVIDE (i) 51MP50N L5TAI8 5TRAP ON EAGH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAM5 PER PLAN REAR WOOV LANAI TYP. BEAM TO P05T CONN. SCALE: 5/4'=1'-0' seal:624 p CL :W OF LL �•. P't Off_ :j? < co ' �'2021 O PYn9 structura ngineering, Inc. o. CD z J- w cm Z i Z w CL. J rt Z� Qg v a =3 rn� C= c UJ O° E Sa Q. Jz W op p o Ccm` W N � � n M&K project number: 068-2001 1 project mgr: J S B drawn by: DR issue date: 10-22 2-21 REVISIONS: date: initial: 11/02/2021 EMC 5EE DETAIL I ON STRUCTURAL PLAN5 FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. LO FA5TEN STRAP TO GMU w/ (4)Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) ® I...., W EACH TRU55. T _ 7 - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRU55E5 ® EVERY OTHER BAY 0 FASTENED TO GMU w/ (3) y4" DIA. x 3 Y2" LON6 TAPGON5. FA5TEN BLOGKIN6 TO ROOF TRU55E5 w/ (2) 3 Ya"xO.131 " NAIL5 ® EA. END. ;D P t w SCALE: 3/4"=1'-O" V CL ,a LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLAN5. ("GUT") ON THE PLANS. sheet: 'd Q 0 J LL U) Z rrQ.. VJ 'Q r'Q V i� o LQ i~ x 0 ? J J SDW2 op N