Loading...
HomeMy WebLinkAbout6978 Shelby Lynn Way (2)0 501 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 FIR 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 vn a n ](9n TIVI Companies ac 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 PALMERA ASPIRE w ESP ELEVATION "B" 6978 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 082 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R 111311 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ. FT. 137 SQ. FT. 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 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS ^q%J I M I No A Ir w 2 OC w�Q 0 �o Q ��� cc w J(/)wLIJ - irIr YOHZ LL O _O Z Z Z H Z cc:Q J w D- r tr = Z uO W azo �cz Lot Qo 0 0 U 0 c w lC 00 w A 0 cn z = wA >.J o5 cn u w w O_ r w U cn W z Z O Ig � 2 C el"Z aaaaa MAR 0 3 2022 COMMUNITY: LINKSATCALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET cs I ni 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 I 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 OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 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. 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 2THE USE OF A VOLUTETURNOUTSTARTING EASING OR STARTING NEWEL SHALL BE ALLOWED . , , 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 R308.4.5 GLAZING AND WET SURFACES IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD.GLAZING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. COMPLIANCE WITH RAS 111. 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. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS 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 LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT 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 TABLE R302.6 DWELLING -GARAGE SEPARATION 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 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS 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) BOARD. GARAGES: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM 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 HALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING U S O O C MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.ANSMOKE-DEVELOPED INDEX FOR WALL AND CEILING FINISHES SPREAD INDEX D 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 FLAMEFLAME 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 TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. 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 R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 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 T TRIANGULAR OPENINGS AT THE PEN SIDE F STAIR, FORMED BY THE RISER, TREAD AND 1. THE GU R O G O O S O S INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INT?RCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE iNSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF 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 EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN El 36 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. DRYER DUCT LENGTH 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. 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. 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. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 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 MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT WAIL COVERING: THE SIZE A THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 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 IC MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 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 MANUFACTURERGS 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 AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL 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 MANUFACTURER FOR EACH WINDOW. 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 FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 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 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 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 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 (0.51 RAD) 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. 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 THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE 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 INSPECTION 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 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 112 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: �. NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY -° EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. ti 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020� EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR e RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITYlo R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: 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 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. 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 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 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. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHER9 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES (76 ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 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. INSTALLATIONN INSTRUCTIONS. 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 5. 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. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W >_=Ir �z0T wwZ0 >oCQO Wpl- Q � � W W QQ J (p W LU cr IY Y o F- Z ,6u-00cn Z Z Z ~ Z IY J Q _I 0-a:a U)pOU =ZI.L(_n �I-QZ� cz p r� cz o � �i Q 0 0 0 4 U Oi cd 1 cm w �C 00 0 w A 3: Lq LL i�U) O z X I� I w wA w >U) r■..w oD u a) w O OC U tn W to O� 07 G R 0 3 2022 F COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET GS "I I I I. _ I I I I __.. : 1 1_ r 1_.. -: .1.. 1 I__I1_ I .. I 1 1 L -_ 1 1 _1 n n RIVER 71_711 21'-4" -- I -- _ 131.91r i i *35 SH (53N63" EGRESS) ---HI/LO R&S OWNER'S SUITE , OS WIC 8'-8" CLG i 8'-8" CLG 13'_5111 __2 - i co 6'_61" 2 TIN U) ¢ to I C� I I 5'-0" Ti` lyX \ N SIN 36"x60" ACRYLIC --- `t C? - SHWR PAN 3-SIDED —--.� ACRYLIC SURROUND _ v00 TIN 3'-211 K \j `kA\ wC coU) Ln w N C7 w M CD X n 3'-2" 18'-8" 8'-1011 if8'-1011 lo — — —STUCCO WRAPPED BEAM @T-8" ------ STUCCO WRAPPED a �- LANAI 4X6 POSTS < i°° 8'-8" CLG. 012 o ? MOISTURE RESISTANT U 1W n t` DRYWALL CLG. 5 Im ti 135SH I - I 2'-0" I N - - XFER 1$'-1 1" GRILL Tm �C° GREAT 2 —DROPPED ROOM RR ` 4)%12" S o SOFFIT @ 8'-0" 8' 8" CLG 1 �r \P, r=1N o 41.5111 N 51_0111 T W4R' co -- -2--- -' � T BATH ------- ------ --- PTRY c\I \ 8'-8" CLG SIN O `n 17'-411 1 10'-3" g 2' 12 - - - - - - I I \2o L iv �/ i — 2x4 LOW WALL r 111 k — I b" 7 -1 2 ; N 36" HT. FLAT a COUNTERTOP �I 0 0 i. co t-----R&S------- VI Z co oI CV ' I T I Ab 2'-0" 5'-111 rr 31.51-11 41_5111 �'7r_111 2 2 11_O11 2 21_011IN KITCHENT' p Zo \ ' cV REF. I _- DINING AREA 8'-8" CLG 10'-102" T-IN N 11 61-02 �� 10'-152 91.611 _ - ' - - - - -I - 2' �' - 2 .=Lo -- L----- - I (niI CL N o WC Z - REF. WATERLINE C' o —I T ac /_ 3-SIDED o LAV `I a D U ACRYLIC BEDROOM 2 � SURROUND - BEDROOM 3 8'-8" CLG ``��� \� o� iG $ ALL B TH O w " XFER - GRILL —IN 8'-8" CLG BRK \. 8'-8" CL \ ti��� . " m %\ ' LNDY XFER HOVHALL `'' < DRYER i/AHU ON GRILL 8'-8" CLG HALL ...... : VENT ra� STAND - RAG u Y X iw i \ 30" AFF r - It m 8'-8" CLG LOCATION IS F i IN —IN 2� —IN EXT STE PLUS 1 - I u U. �` ' cr, o CL BEDROOM L \ +_1 �61.741-10111 1rr�rl s'-s" cLG 1 2 2 5 -11 0 2 -4 Cn —IN -01 SHER \�--- g Box M C ti 1 r . 0 101-6 Y WH ADD OSB TO 2868 SC DOOR is_ - T N MECH. CLOSET FOR W/ SELF11 r \ 2-0110.\ FIRE DRAFT STOP --CLOSER r o �\ CONCRETE -- \ i �2;­7'I CURB `L� BRK ,v BOLLARD PER � I�� _�CCES����j COMMUNITY z" WALL BOARD ON -� XFER EXT STE SPEC'S GARAGE SIDE. Y GRILL N : PLUS BATH PROVIDE INSULATION FOYER T m 000 m 0�0 8'-8"CLG Z AS REQUIRED \ 8'-8" CLG-'-11111 LAV 1 \ 11 v 2 8 -11 191.911 cn y~ we -- -- I I I o0o I I — I 2 CAR GARAGE _ L___ -JLw L ; - - V N 8'-8" CLG\SHELVINGI - ; 1/2" CEILING BOARD �` 00 =_ v , ABOVE - 2 -911 2'-7" 3'-9" WET BAR 8'-11 " X - - - ' OPT. 24" U/C REF. <x -� o Q T I I ENTRY V I I 8'-8" CLG � V I - 19'-411 i �" FLAT SOFFIT @ T-4" ' O i 16070 GARAGE DOOR 2'-4' __ 16'-0" 21_411 201-811 514" FIRST FLOOR PLAN N CV T EXT STE PLUS LIVING ROOM 8'-8" CLG 12'-8" >: *2 SH (37"x63' GRESS) 6'-11" co w m C3 w U) X N cn cn w cr w co co r` c? 10 N 0 O rl- 3-SIDED ACRYLIC SURROUND LEGEND SYMBOLS A BUILDING/WALL SECTION sxr MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �p ELEVATION STEP BRKX FLOORING BREAK WALL TYPES © 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS \DOORS 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. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R16" O.C. FOR COUNTERTOP VERI IANGS GREATER THAN 10" T 7PLANSFOR 1'-2" MAX WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD- PER SHOP DWGj N WD.BASE Mo►,nINcR FINISH FLOOR SH FLOO I-SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. 21 J" 01- AT cr- W Z O H WWOZO > m < 0 W �C)F- (/)UWw QZ)cc WnF- J U) W W Z)Ircr_Iz z � w z z W _ Q J Wa=c� _3cno00 =ZLLU) �F-QZ� rl- n F- O _� H 0 0 U O a a N 0 o 0 0 j LLI ce, U) (L w a O E I: w 0 OoMn �Z aaaaa AR 0 3 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A191 SCALE: 1 /4"=V-0" 0 FOAM LOUVER 3 DETAIL SCALE: 3/411=1'-011 GARAGE DOOR 2 DETAIL SCALE: 3/4"=1'-0" 411 STUCCO BAND +1 +2 — - 18" FOAM PANEL +1 SHUTTER \'Al WINDOW 411 STUCCO BAND + WINDOW TRIM DETAIL 1 SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 *35 SH 00 35 SH (2) 3068 REAR ELEVATION SCALE: 1 /4"=1'-0" 4" WIDE STUCCO BAND (+1) 6" FASCIA (TYP.) 6" WIDE STUCCO — - BAND (+1) �2) 5:12 - IN 16070 GAR. DOOR 4" WIDE STUCCO FRONT ELEVATION SCALE: 1 /4"=1'-O" 12 5 - ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) i *25 SH J 9 FIN. 1 ST FLOOR BLDG. HEIGHT 4" WIDE STUCCO BAND (+1) — 6" FASCIA (TYP.) T.O. MASONRY T.O. WINDOW FIRST FLOOR GRADE 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 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) Ir W C, �-_Lu LLJ o°� Wo ao F- a :D W CC W � J W W Q= Ir Ir 0LLOOcn Z Z Z LLJ ~ Z Wg¢�a _ _c— �U)pOU Z)2zLLw �F-QZ� n a' O � Q n 0 � Q Q 0 0 0 U a Oa) I� W U) N a 00 0 O a MEMO � Z� O w w Zj Ix ow U) ii w �i [L O E ,,it U) W U) z Z 0. ec�o z �QQQQ OF _F 4� COMMUNITY: LINKS AT CALU A SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A2* I n ol 9" z RIGHT ELEVATION SCALE: 1 /4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 J 5:12 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 1'-0" TYP. -FIN. 1ST FLOOR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & Cl 063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) .S' C F 7, `sJ' ,,. �z W o > _wm o°�T_- WIao cnUWW Q Z) W F- J a) W W � Ir Y 0 H Z LL00U) Z QZ Z ~ Z_ J W [2crB- Z2zO(n cz Q' � OR t` O H O O O r� V cn O z 1-i Im O N 00 � O o w I w w w w U (j) �i r� CL O U U) W z Z O w d rno z aaaaa MAR 0 3 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A2.2 r) n ROOF PLAN SCALE: 1 /4"=1'-0" 1 '-011 TYR 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 4 VENTS 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 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 TKE 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 cc W } _ Iz ?00� } >Cc<0 W p H it o U) zi w Q WW :5 cc Y O I— z 06u-00cn do—` cc5<2--1 W CLO- � CQ 0 0 Z = z LL (n H Q Z p o O � i Q i H I 0 O O U Oi I 00 0 a O ,..j 0 z w O w a U) w 0 U) W 0 cn Og W o w Z < a a a a MAR 0 3 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A3. 1 0 0 00 bo INSULATION PER ENERGY CALCS. -- T.O_MASON RY_ T.O. WINDOW 1'-0" - FIN. FLR.-_ FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1 /4"=1'-0" - PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) BEDROOM 2 \ L 1-- KITCHEN DINING AREA �;. ,.. I BUILDING SECTION SCALE: 1 /4"=1'-0" 12 5 (.MASONRY ). WINDOW ►/ 00 �? 00 n :IN. FLR. tr W 2 cr- F- Ill �001=- } >c< r-0 W :D C) 0W W (n Q 0 W ~ J(/)Ww IY cc X Y O F— z IL O O cn zzzpz < -j W d = cc 9 �cn0OU =1zLLw �F—¢z0 t` o O �Q Q 0 0 0 U) U z 0 O ,. in 0 cm u 00 0 w 0 ,.J z o� A cn � a w IL 0 R a U) W U) Z _0 � 0 0zz4aa4a MAR 0 3 2022 COMMUNITY: INKS A A SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A5. 1 I A- III . ■ L. I n n INSULATIOP COMMUNIT SEE ENERC 1/2" (MIN.) C I PT DRAP ABOVE WIN G.W.B. VIRI\ K • NTAU SOLID SURF, CAULKED @ 1/2" GYP. BE BARRIER IN ATTACHED FURRING @ BASE BOAR TYP. 1-STORY WALL SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL SHINGLES UVEH AYERS OF ASTM D226 TYPE II OR IETIC UNDERLAYMENT COMPLYING kSTM D226 TYPE II INSTALLED PER .1.1 (SEE SHEET CS2) BETE TILE W/ SELF ADHERED 1ANE UNDERLAYMENT . OR EQUAL NGINEERED ROOF 'ES AT TYP. 24" O.C. )M CHORD VARIES. REFER USS MFGR. DRAWINGS. CANE STRAP EACH END JSS - REFER TO ;TURAL. TOPP OF C.M.U. (REFER TO ELEV.) UM WRAPPED FASCIA 4LUM DRIP EDGE T INSTALLED PER F. SPECS BLOCKING TRUCTURAL LST WIN. SILL GRADE AWAY HOUSE 0'-01, FIN. FL. CATION PEH STRUCTURAL DRAWINGS D WINDOW GYPSUM - GYPSUM BOARD BOARD z n CL 3 GYPSUN _1/2" w GARAGE a - BOARD NICHE FOI ELECTRIC, PANEL & WIRING N ELECTRICAL PANEL ELECTRIC PANEL i J (V `° EXTERIOR CMU BLOC WALL CONCRETE CONCRET CURB REFER CURB REF TO PLANS TO PLANS ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF 7 PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. 7 --- _ _ BOTTOM CHORD VARIES. REFER ' TO TRUSS MFGR. DRAWINGS. �., HURRICANE STRAP EACH END OF TRUSS - REFER TO `r✓ STRUCTURAL. z - - TOP OF C.M.U. (REFER TO ELEV.) I 2x6 ALUM WRAPPED FASCIA -_- - - - EE BD. w/ALUM DRIP EDGE E V. 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER (J" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL PLAN EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 411 SPECS PLANS 0'-0" SLOPE 1 SLOPE FIN. FL. -~�j -FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I LJLI I I I I I I I I I I I I I I I I I I L------ z 11 � � W � I I I I I I I I I I I I I I I I I I I I I I I N I M cV L aL ---- ;K `v - - V-6" CV ER � I DIMENSIONS PRIOR TO `^tr"Y' .7'SCY iS ''`<" tY��Y `y' SLAB ON GRADE AT CONSTRUCTION. GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. MID -WALL WEEP SCREED/ EXPANSION JOINT ' Y(REFER TO ELEV.) INSULATION AS PER SPECS. 2X ALUM WRAPPED FASCIA 1/2" (MIN.) CLG. BD. BD. w/ALUM DRIP EDGE PRE-ENGINEERED SOFFIT AS PER SPECS. GABLE END ROOF TRUSS - REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = V-O" 12 SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL PLANS SLOPE TYP. CMU COLUMN SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION 1-STORY - MASONRY WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL 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. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS (@ LANAI/PORCH e � 7 w q�icl' ^, C OIL W >_ 2 �: 0 >_ W W 0 >cc<0 WZ)C,F- U) C) W ` :D F- W W :D CC cc cr_ LL0_0cn Z Z z F-Z �g<2J W 0- _ cr a- �U)000 Z:) = Z Li_ (n f- Q Z (� oVv C ro Q rz �1 F- O �i Q la- 0 10 10 U U 0 r.l�l 00 O Z 0 0 J "No 1 x U U w 0.0W a cn a U) w [L O_ rL U U) W z Z O a c G wz Q<1 MAR 0 3 2022 COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET A5.2 u 5 z u r z D L D D D r L L r L n n z r n z i n L z _n z r r w i O r 1 r w O 0 z J tz O U U) w W w J U) 0 w Ir IL x w U) w O 2 z z z O 02 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) "L" FLASHING SCALE: N.T.S. 'VOOD SHEATHING ►0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB OR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER METAL LATH .AP WRB & TAPE OVER ROOF/WALL 'CREED IX5 "L" TYPE CONTINUOUS GALV. 4ETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) 1NDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, VSTALL WITH ROOF CEMENT lOOF 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 SHEATHIP"' 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 SHEATHIN, UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEI` ROOF CEMEP SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. 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 ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) 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. Opp STEP 1 FOLD Q 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 0 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 Li W } 2 W �001=— } >cr<0 pp� WIt P cn0Ww aZ)Wl- � W J W ❑�Cccl: Y 0 I- z ,6ul00cn zzQzP:w J Q � J W a 2 d �cnp00 p=Z11-U) �I-Qz❑ cot Q O O O U O C� � Z Chi ~ 0 o OU) j o O x a. too I w �w a wA am l� c rQ w Oct CL 0 U W 0 tn 0� to wz aQQQQ MAR 0 3 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 9/17/21 SHEET GYP `I ! II 1 I __ i _ I 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. 11 BAKER PVC—�- Pvc­__r"'_ 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE 0 ELECTRICAL RISER DIAGRAM NOT TO SCALE n ELECTRICAL METER (V.I.F.) A/C DISCONNECT h/ GFWP - ----------------------------- - - - - --- ___ ) FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH ' THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE oll VAPOR PROOF LIGHT FIXTURE +Pc LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE C� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR Q SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) p] ELECTRIC METER = ELECTRIC PANEL _jm.L DISCONNECT SWITCH Q JUNCTION BOX /I--- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITI INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUN PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPI A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE GARAGE AND NOT LESS THAN ONE RECEPTACLE SHALL BE INSTALLED FOR EACH MOTOR VEHICLE W Lu �OOF- >m<0 W Z) C) I- � w Q 0 W F- — J U) W LLI Z) (r Y O I- Z oLL ow Z 4Z Z ~ Z_ crJ Q --� w CL Z = Z LL U) H Q Z n a H 0 � Q Q O O O U O Z 00 a O O �} CL cn w j w w x IL Z O E R U) W to �_� TIN T t0 N r8 e) TIN 1 N cV I rls SLAB PENETRATION PLAN tY W ir Wz0= O >-~ >Er<0 WZ)o�- CgUW W QZ)WF. W J W D cr 0 z - W Z J Q � W d.=(ra �U)0OV z=ZILc) Q?o �� QQ Al cz1 1 O cz O I— 0 0 0 U a 0 00 0 � a O � w w z � w U) a w O R lz ch W 0 YI Zw 08 W Mn I z COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6.120 RELEASED: 9117/21 SHEET P1.1 z L z L L r) e) MA50NR`I' LINTEL A55EMEIL I E5 5EE 5GHEDUL.E AND 51PE6IFICATION5 FOR ADD'L INFO 1 1 I I rl I I 1 L4� MIN. (1) GOVRSE/BOND I LQ�+-�- MIN. (U GOUKSE/BOND BEAM ABOVE LINTEL i qAi* i BE ABOVE LINK 6ROJT GROUT BOTTOM REINF, PRECAST LINTEL W I PRECAST LINTEL W MB EMBEDDED REINF. MB EMBEDDED REINF. r r TOP COURSE, IF 1 1 14 - TOP COURSE, IF L 4� in I L4� i REQ D PER ARCH. 1 1 REQ D PER ARCH. L----J TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. AS REQ'D GROUT 6ROUT • BOTTOM REINF. BOTTOM REINF. - PRECAST LINTEL H/ PRECAST EMBEDDED REINF. ,L EMBEDDED REIN REINF.. -Ir MB-3 N MB-4 MA5ONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 8FIb-IB/IT (1) #5 (1) #5 M13-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, f y=60 ksl (q. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 5LAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN SD -I FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTES FOUNDATION DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 ® 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. ` BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE d FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05EP TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6AT E • GONGRETE MA50NRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM GOMPRE551VE STRENGTH OF I6100 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El 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 SPLIGE WITH FOOTIN6 DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS 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 51DE OF ALL MASONRY OPENIN65 AND AT ALL MALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 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 ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I � I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF 51-06. ELEMENT 3"x0.131" NAILS 3'W.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL51' 50LE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.c. (3) NAILS 0 4" o.G. STUD TO SOLE 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 (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.G. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS d INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THI5 MODEL HAS BEEN DESIGNED IN ACGORDANGE WITH THE 1h EDITION (2020) FLORIDA BUILDING CODE (5EGTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL ENGINEERING. EXTERIOR 4 5HEAR HALL SHEATHING SPEC I F I GAT I ON5 INDIGATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W/ PI 2y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FASTENED W/ P3 2J/2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32" PLYWOOD OR 05B FASTENED w/ 2 2'xO.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKING SHALL ESE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ Ir1"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 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 OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALLS 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32/(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLI;e5 SHALL BE NOMINAL 2" THIGK, APA RATED 5HEATHIN6 �b EXP05URE I OSB OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENIN6 SIZE INTERIOR ZONES END ZONES 5' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 PSF 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 +I61.0 P5F/-23.q P5F 100 SOFT. +15.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone i5 defined o5 the Smaller of 10% of least horiz. dim. or 40% OF mean roof height. 0Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 3Pre55ureS charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55urec- above by o factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R51IRS-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 d 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER WTGA 8 TPI'S BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUS5E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS o 16" O.G. UIOL I FT CONNECTORS BEARING CONDITION TRUSS CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR I 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. I LEGEND • nTTTTTrTrrn INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 L J • -- INDIGATES I/8"A" 5AW GUT CONTROL JOINT M INDIGATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) J L METAL HANGER INDIGATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL 5TRUGTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPEGIFIGATION 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 $ DEGK5) = 30 PSF @ 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED d EXP05URE AS L15TEP RISK GATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER ® I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS d HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 i 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B FASTENED w/ 2V2"x0.131" NAILS ® 6" O.G. @ ED6E5 1 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A9 psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3x0.131" NAILS o 8" OIG OR 2 ROWS Y4"x3Y2" 51MP50N 5D5 5CREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS 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 CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL E06E5 d 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) 3/b" DIA. x 3 YY LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"x0.131" 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. /��6 711116 ` tJ copyrightWER063uLZ022 Structural Engineering, Inc Z J� w w z cm Z w aa. J Z= .o A r C E W cn •� a' Q Jz W� IW Y 2 - y W m C N = CM CL IV rM&Kect number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date: 09-1 3-2 1 REVISIONS: date: initial: sheet: F�Ui t cz•ft4l Q" q cu SM0.0 n 0 0 r- 0 211-411 LANAI SLAB: 2 3 Y211 GONG. SLAB ON GRADE (2500 P51 MIN.) HVAG UNIT 2 w/ 6x6-N1.4xN1.4 MESH OR FIBER MESH ON a5% GOMPAGTED FILL OR VIR61N SOIL. N r— 'd- LEGENP • ❑. INTERIOR BEARING WALL 12" WIDE GONG. TURNDOWN • E-- _ _ _ ::::j BEARING WALL ABOVE EXTENDED MIN. 12" • BEAM / HEADER BELOW 6RADE • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • --- -- INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT �t INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER POST OR JAMB ABOVE. I I I I I NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL i LOCATION DIMENSIONS. , I 1 2 r2 5D—I � I 5D-I I i I c0 ? N I I I � � � I I I I 1 201-011 201-011 I --3Y2n STEP------- -� I � I 4 4 I I I 5D-I SD -I I I I 3 Y2 STEP I 6ARA6E SLAB: o 3 Y2" GONG. SLAB ON 6RADE I I o • I (2500 P51 MIN.) W 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 I 5D-I MIL. POLY ON 115% GOMPAGTED FILL OR VIRGIN 5O1L. 3 Y2" STEP- — — 5D— I I I 6 I I I 5D-I I z - I I � I • I LU L----- L—O ---------- ----- --J SD -I 1 • • • • • C`1 • • • N 5D- I SLA5 PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/6"=1'-0" (IlxI 1 SHEET) REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SCHEDULES seal; � �2022 © c�dpyAq IttIMgLFTE�i�!` & KULP Structural Engineering, Inc. co Z JLU w w � z o rn w J a o Q oc Z ii— U It �4 C� W `- c Ei T� Q m O i Z . o mi W p � Y CP o W S W m U� o N M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: BC issue date: 09- 1 3-2 `I REVISIONS: date: 02 22 22 MOCH WM F eVr-5101 sheet: Cz C� o J W 0 W J Q 0.. initial: 'Q �1 0 J LL W z x 0L W J d U N d 00 � 0zZ J J Fm i ,o ME d -- I I I_. , 'U ! . . 1 I 'III 1 1 II at9lg'-.. n 1 I N 1 m r— n 40'-011 211-411 y 181_811 ' 5'-411 , 4'-611 I' 5'—qII , 51— 1" .�'; 6'-4" 1, 31—I11 1, 414911 110 41-211 '-411 V 161-011 I 21_411 20'-8" .M VMS 51_611 31-211 41-011 51-411 0 1 t'- cL N m Is N I m 1 BLOCK PLAN SCALE: 1/4"=I'-O" (22x34 SHEET) SCALE: 1/8"=1'-O" (IlxI 1 SHEET) LEGEND • TUTTT= INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 L'—'- _'J •-' - --'-----INDICATES 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 5OLID BLOGKIN6 UNDER POST OR JAMB ABOVE. MA50NRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SF8-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 M13-3 SPIb-IB/IT (1) #5 (1) #5 MB-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 AS REBURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO 1 i 1++— MIN. (1) COLRSEA30NJ MIN. (1) GaUR5E/BONV LQJ I BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL GROAT GROUT BOTTOM REINF. I I PRECAST LINTEL W I q, PRECAST LINTEL W #-a.� EMBEDDED REINF. 4-&I EMBEDDED REINF. MB-1 MB-2 rr--1, 1 II TOP GOUR5E, IF 1 TOP COURSE, IF 1 LQJ I LQ_1-4- I REQb PER ARCH.---- 1 REQb PER ARCH. TOP REINF. OR GONi. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOb GROUT GROUT BOTTOM REINF. 4:. BOTTOM REINF. rn PRECAST LINTEL w/ PRECAST LINTEL w/�D REINF. t -mot EMBEDDED REINF. MB-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES IV d U ` • -r, °, AT 0 r. �lte�R�� �3 2022 (� copyright : MULHERN & KULP Structural Engineering, Inc. CD w = z � z r W _I Oa.. E I-- U Cr A Q = cr_ tm C_Ei W F- � Q) .S M 4 J� ¢ A �C:) Z ,o 0 W p Y o 2 y UJ m C N cc Cn CL M&K project number: 068-2001 1 project mgr: ,J S B drawn by: BC issue date: 09- `j 3-21 REVISIONS: date: initial: 1 2�R FZ DJF d 0 O J Ll, J W W z 0 a (L d w U U 2 N F- O `1 °° Y d 1� z M0... J J sheet: Fpo2.0 I REAR LANAI DROPPED BEAMS. >-2 (2)2xl2 W/Y2" OSB/PLYWOOD 4x6 POST W/ BTWN. PLY5 (TYP. OF 3) SIMPSON BG46 GAP FASTEN INTERSEGTIN6 — — — — — — AE3A46Z BASEC DROPPED BEAMS TO POST ]—'F-- DROPPED BEAM DROPPED BEAMPER DTL U/5D-2 SIMPSON HUG4I2 FASTENED POST W/ 51MP50N BACK TO GMU BLOGK W/ 46Z BASE a 5IMP50N TITEN 5GREV45 LU SD-2 i QI HIP 61 RDER TRU55 o w ------------------ / N w �o N O V-- J o o o , I U - I t7i I I -------------- I 1 I 1 z <w � o < w z o < \ -- - - \\ // I \ --- \---------- ---- SD-2 VALLEY TRUSS \ HIP 61RDER TRU55 --_--' VALLEY TRUSS -\-----O.F. 0 24" O.G.--------------------------------- O.F. ® 24" O.G. LU - 2 I am LEGEND • ITTT-TiTTITI INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • ® BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I::: :I EXTENT OF OVERFRAMIN6 • - --_---INDIGATE5 1/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOD SRAM I N6 PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/5"=1'-O" (IlxI1 SHEET) seal;-ol'"" ROOF FRAMIN6 OAR 0 3 2012 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF ' TRU55 CONNEGTORS. TP, • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN624/, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113" ` RING SHANK NAILS (RSRS-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 � �cc� ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 ©E nr �D��P d161d�dtirtf 1r8i)t�gineenng, Inc. TRUSSES W/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. z • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND 11' CONTINUOUSLY UNDER ALL OVERFRAMIN6. = z • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/ Z z `- a 51MP50N VTGR CLIPS 0 24" O.G. L'-' °- J CD CD• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. Q z n U d a • ERECT AND INSTALL ROOF TRUSSES PER WTCA 8 TPI'5 B651 I E "6UIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 m W •5 OF METAL PLATE CONNECTED WOOD TRUSSES." r~i) • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. = a m a � E FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.mi • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 W2x4 LED6ER Q o FASTENED TO FRAMIN6 W/(2) 3 xO.131 NAILS 0 16 O.G. _ m y W _ o N CC CCD5 M UPL I i=T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH BEAM BEARIN6 ON GMU WALL ALL 51MP50N HETA16 ROOF G.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES M&K project number: 068-2001 1 project mgr: ..J S B drawn by: BC issue date: 09-1 3-21 REVISIONS: date: ��IFIREWA Dom sheet: Cz �CCU Cz initial: 0 0 .J J.1., Cn 0 z R lL W W J 0 Z J J Som 1 .3 FILLED CELLS (SEE PLAN) (7Pt1<HC7C @ CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) F -1 GARAGE WALL d ` GONG. OR PAVER < DRIVEWAY BEYOND _ _ 1 1=1 I=1I1= _ d II — III — III — II a� O GRADE /-6ARA6E 5LAB - III =11 I I I -III -III -III -I 11- m 41 (SEE PLAN) o -III = `' �I I III-III-III- =11 m III I I I°° _ I=11 I= 16"x8" EDGE 1 GONT. THICKENED EDGE GArRA I DOOR DETAIL SCE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- To BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT DELL SOLID zX d x Y co U GRADE o z I I I=1 11= n III---� 8" WIDE GONT. GONG. GURB 6ARA6E 5LAB > F(5EE PLAN) ° a d ^ d —I I I— I I I —III —I da < 111111 I l l l l rill 1 1 lil I=�11--(U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. I- I III=III - I I i I' (SEE PLANS FOR LOCATION) 11=III=III-III=1 _ GLEAN COMPACTED FILL o q5% WI PTH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GA�RAr6E CURB DETArIL x�: WM 8" CMU BLOGK---� BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVER5 (SEE PLANS) —� l F- m GLEAN GOMPAGTEDJ FILL o q5% STANDARD DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUTSW I NG I$ SW POURED S I LL5 PETAL L R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) _R MANUF. -11 I -I 1 11=1111 � I o III III -III III ° III -III -III -_I � I- ° I -III -III -I � I d I=1I I-I11= mLU IIIIII, � III=III=III III_ ' MONOLITHIC, FOUNDATION W/ (2) #5 ,r� I GONT. ON CHAIRS ° I — 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III = =III =I I h (SEE PLANS FOR LOCATION) I I=III IIIIII=III= ' GLEAN GOMPAGTED "' III=III. I I FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-51ORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS �OOTI NG 5ECT1 ON W/ BLOCK DETA� I L SCE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) d _ _ 111-I I I=1 I F1 I I- _ _ _ III III III-1111 l -III III` -III III -I 11=1 I 1=1 11_- ' ' I I I_I v III -I I a 1=1 I III -I I I- I_ - III- 1 I I -I I III I I d I -III -I 11- I 1=III-1 11- L__ MONOLITHIC, ='''- III =1 I �= I Jill FOUNDATION W/ (2) #5 GLEAN COMPACTED FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-510RY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS C(o I' ENTWA RY DOOR DETArIL 5Y2" GONG. SLAB W WWF OR WIDTH PER ARCH FIBERME5H REINF. OVER 6 MIL. VAPOR BARRIER u <d L ° - < del 4" MR all all m -(2) #5'5 GONT 5LA5 RECE55 AT SHOWER w } PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" TH!GKENED - SLAB W/ (1) #5 GONT. DTHICKENED EDGE DETAIL 5cv.e: 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) I� 1 I ' EXP JOINT v rn R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) II1—_I d �—III—I —IIMIII—I 11MIII—III: I I —III III —I 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' I I I I -III -III= I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I i 111I_III-III I III -III- FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 CONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL ® PORCH/PArTIC/LANAI DETAIL SCE: WS Y2" GYP. BD. EA. 51DE OF 2x45 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP 8 PLT. BOT. d ' A ° �AA L 4 a a ° e O a Q •. (2) #5'5 GONT. W/ 3" MIN. CLEAR all 8 ll UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. e2'� &ArRA I STEP DOWN DETAIL Wes: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LIP I z_ <_. a) C) _ RARE m�` III=III=III=III= d d < o I-IIICI-1 �-1 , _ II 111=1 R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) zPVC, CHASE SLEEVE TO BE I, III=1 I I- ° I I 1=1 11=I III--- --= TWICE THE DIAMETER OF I —III —III I =1_I 1- PROTECTED PIPE -1I IIIIIll111I1111= ' GLEAN GOMPAGTED I 1(- FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 8 CHAr5E DETArIL x : NM �p'k , seal: Is Oil- r �f ° r 3 © copyrights llfLMIERIIII&KO""" Structural Engineering, Inc. CD JLU w w Z N � z r w aQ.. J r✓ Z ca '4 A IQ - cm Ji'3 WC/) 5a � Q m E > Z 1 W G 0 0c� y W m �h N IC M&K project number: 068-2001 1 project mgr: ,,J S B drawn by: BC issue date: 09- `j 3-2 `[ REVISIONS: date: initial: 02122122 DJR FRFNGN DOOR REVISION sheet: q u ~ R3 a C J W a 0 4 w J 4 0.. d Q a 0 J LL W I z rr� vJ 'Q U) co N Z J J SCE: NM SCALE: NM SDm 1 PROVIDE 50LID SHIM BETW'N TRUSS d CONNECTOR 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 FASCIA WITH 2 3/b"xO.113" RING SHANK NAILS ® 6" O.G. -1^ w Y %n 2x6 FASCIA -v -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. € HORZ. REINF. SPECS ROOF TRU5 -5EE PLAN (2)3 Y2"xO.1 8" GMU BOND BEAM w� (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 5ECTF N SCALE: I'-0' 2 3/WxO.113" RING SHANK SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 63. 2x4 FLAT BLOCKING ® 16" O.G. FASTENED TO BOND BM. w/ Y4" DIA. x %" TAPGON ROOF TRU55E5 -5EE PLAN — (2)3 Y2"x0.131" 2x4 ® 16"o.c. FASTENED - TO GABLE END TRU55 w/ (20'xO.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH 7 (MIN) EMBEDMENT. EXTERIOR SHEATHING EDGE NAILING - 2 Y2"x0.131" NAILS ® 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w YW DIA. x3Y2" LONG 505 5GREW5 ® I6" o.c. PROVIDE MOISTURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM W-J (1) #5 BAR GONT. 8" REINF. GMU WALL -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4- BLOCKING w/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HTG SHALL BE CONT. 24" MIN ONTO. ROOF 2x4 BLOCKING w/ (3)3 Y4"xO.I3i" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ®42 SPACED ® 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS D.G. TIGHT BETWEEN TRU55 BOTTOt (NOT REO'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKING w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ®6" O.G. SECTION 2 SCALE: 9/4"=1'-0" - FASTEN ROOF 5HT6. TO HIP 1.113" RING 0 6" D.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES FASTEN EACH OVERFR 04 TRU55 TO TRUSS BELOI FASTEN BOTTOM CHORD OF 6PMTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM w/� HGAMIOKTA CLIP ® 48"O.G. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PACKAGE) EXTEND INTO BOND BEAM 8" REINF. GMU WALL VERT WALL REINF. TO -SEE PLAN FOR T. EXTEND INTO BOND BEAM SdTION � HORZ. REINF. SPECS 9/4"=1'-0"SECTION BOND -BEAM -.--�CONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. - GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDOW MA50NRY PIER DETAIL SCALE: NTS TRIFLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER TYP I GAL OVERF-RAM I NG CONNECTION DETAIL 50ALE: N.T.S. NOTES: PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LESS THAN I Y2" FROM GONNECToR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA. WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FASCIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEGS SECTION 3 SCALE: 9/4"=1'-0" PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR SHEATHING TO BLOCKING IN EA. TRU55 BAY w/ 2 NAILS ® 6" O.G. FASTEN EA. 2x4 BLOCKING IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR SHEATHING TO 2x BLOCKING w/ 2 YYxO.131" NAILe ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. SPECS SECTION SCALE: 9/4"=1'-0' TRUSSES PLAN T CONNECTOR SCHEDULE WALL REINF. (TEND INTO BEAM (1) #5 IN BOND BEAM A d J LU ALL LAPS INMA50NRY25" I ---------------- � I PRECAST LINTEL, SEE PLAN RUNNING BAR I FOR SPECIFICATION VERTICAL REINFORCEMENT PER rl PLAN MAIN ROOF SHEATHING I (I) #5 VERTICAL IN GROUT FILLED DELL 4x6 P.T. PROVIDE (I) (IF REQ'D PER PLAN) POST 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE I OF POST, 9" MIN END LENGTH Zli,5 BENT CORNER BAR DROPPED MAIN ROOF TRU555 GROUTED CELL BEAMS PER PLAN I. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM ENDS AND 16" D.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 24/2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 SPECS. H WINDOW/DOOR BUCK DETAIL SCALE: NT5 TYP. CORNER VERT. WALL RE I NI-ORC I NCG DETAIL SCALE: NT5 2x6x12" OR CL OF OPENING 2X8XI2 P.T. CENTER BUGK�F� NOTE: ALL HOOKS AND SPLICES TO BE GON5TRUGTED AND 51ZED PER NOTES VERT. RE I NPORG I NG DETA I L J -SGAI.E: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE I t P. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DIA. ANCHOR -� DRILL 6" INTO EX15T'6 IN G OUTTED PER PLAN I I � IN GROUTED CELL YSLAB, EPDXY d DRIVE I - #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O 2X6 OR 2X8 P.T. BUCK I I I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURERd3 ° PROVIDE (5) %" DIA. J-BOLT W/ 5Y2' - - - d4< I I-III=1 GRADE I 1=1 I I —III —I 11-1 I' EMBEDMENT AT EACH DOOR BRACKET, _111-I I=1 I -I I I I -I I El 11=1 11-� EACH SIDE OF DOOR. PROVIDE I Y2'AW, -I I -III -I I-11 I ° ° ° I -I I -I I -I 1- 4 �-III-I � I -I � I 11 I -I I I-1 � 1- THICK WASHER W/ EACH ANCHOR 05T BOLT = -III-III-III 4 1=1 I I=I I- SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB 0' MAX.) DOOR BUCK DETAIL &!6��A�RAISIE T5 M 155ED DOWEL RETRO� I T DETAIL SCALE: NT5 SIM. s GMU STEM FOR DROPPED GRADE REAR WOOD LANAI TYP. BEAM TO POST CONN. SCALE: 9/4'4-0' seal: 00 2022 .. o P, C © copyrigl$r4!WTR6'KlIW`,0* Strddwk1lrkfi;;A1 9, Inc. Z J� w w z N 9 CD Zr- z Q w a a' Q m Z� �EE riz U � A cm .42. pC t- to c 'o w '5 a T a m E + J� DQ Z Mo W p Y o Cam W o C N C. M n. M&K project number: 068-2001 1 project mgr: .J S B drawn by: BC issue date: 09-13-2 `[ REVISIONS: date: initial: 02 22/22 DJR �+r,x UooR t�vlsla+ SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. r ,� 1 FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 - PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF) ® "Q I , w EACH TRU55. - PROVIDE 2x FLAT BLOCKING FIT TIGHT TO ROOF TRUSSES ® EVERY OTHER BAY 0 FASTENED TO GMU w/ (3)Y4" DIA, x 3Y2, LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. P SCALE: 9/4"=1'-0" 2 (n a LETTERED DETAILS ARE TYPI GAL FOR NUMBERED DETAILS ARE PLAN THI5 HOME 4 SHALL BE IMPLEMENTED IN 5PEGIFIG AND ARE ONLY REQUIRED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: 'Q Q 0 J LL Z r�IIL v) U) J U < W MN ,n JZ J SD 2 I I I I t I I I 1' IL 11_I 1 1 1 1 I n PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRU6TION, WITH ROOF TRU55E5 5PA( ED NO MORE THAN 24" O.G.) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU% OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 5HALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGING/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG5I-53 FI6URE5 B3-I8 4 133-M). 5HOP APPLIED REINFORCEMENT PER BC51-133 FIGURES 133-22 4 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WE6/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd 6UN NAIL5 (0.13lx3 l/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI&URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd GUN NAILS (0.13lx3 1/2"). • GONTINUOU5 LATERAL BRAGIN6 5HALL BE RESTRAINED BY DIAGONAL BRA( IN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF '5TUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIA60NAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ROOF SHEATHING COMPRE55ION WEB (5LOPIN6 OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 SHOP DRAWINC75 FOR LOGATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOT-FOM CHORD (NOT REQ'D FOR 5TRUGTURE) GONTIN. LATERAL BRAGIN6 TO LAP ACR055 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN 6WB GEILIN6 5EGTION B-B ALTEmTE rtTHW NoZE (3) OR MORE 51M LAR TM 5B ARE 6ROMM J I I I 2e COMPONENT & GLADDIN6 PRESSURE ZONES Gomponents i Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE5%RE5© HT: 25 FT. (�F) (P5F) ROOF (HIP) O +14A -26.6 0 +14A -36.8 200 TO 2l0 2e +14.11 -36.8 O3 +14A -36.8 O +141 -28.5 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 200 TO 210 2n +141 -45.1 O +14A -53.6 O +21.2 -22A WALL5 0 +21.2 -28.3 • OTE:Pres5ure5 charted here are allowable Pre55ure5 and are permitted to be converted per A5GE 1-16 Section 2.4.1 to get on equivalent ultimate load Pre55ure. Divide allowable Pre55ure5 by a factor of 0.6 to obtain ultimate Pre55ure5. Volue5 are based on Worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: N 0 4? 2��2 1' Or A- �. © copyright : WUL-HEF146 ILW Structural Engineering, Inc. oz J� W w z_ i z LU a J a Z� Q� c-) - a pC UJI1- c au a mE Q Jz Q 'WED W Ifl Y 2 y W m cm,cca. 7 M&K project number: 068-2001 1 project mgr: drawn by: issue date: REVISIONS: JSB BC 09-13-21 ■ date: initial: ■ WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUCTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR Cr 5TRUCTURE) (� DIRECT -APPLIED �j PLYW0/055 Q C ro r, B DIRECT -APPLIED 'L' OR 'T' BRAGIN6 A 6WB GEILIN6 NE65 DE516NATED BY TRU55 MANUF. TYPICAL TRO55 ELEVATION PERMANENT TRU55 Q BRAG I NG DETAILS I NOTES SCALE: NONE DIRECT APPLIED GEILIN6 W 0 F--1 J J U) T� I.J..I I Q z Q 0 a rCL i� W U J 00 U) � o? JJ LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT 11GUT11 ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSBPA 1 B?-29 y0 � 40V(VuAl' an �Lor6k orD ea,Ftau L(, S(�n� LePe,, l (�178 �ldai ?-� � I C) cc��Iof - LT, vi k)a