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HomeMy WebLinkAbout6994 Shelby Lynn Way (2)0 ABBREVIATION AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL ANGLE MIN MINIMUM Ca) AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTI: R BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENI'4G 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 POOKET 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. I PRESSURE TREATED DR DOOR I nw DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFIiIGERA'TOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSUT INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB V," I a IJTM (7/or�ip��"ie,s 90 Matawan Road Hc Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATIOIN "B" 6994 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 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." LOT 0 1 84 mmw*� - -- - AREATABULATION:I ELEVATION �� 1ST FLR A/C 1,830 SQ. FT. ENTRY —� 43 SQ. FT. GARAGE LANAI 410 SQ. FT. 120 SQ. FT. [TOTAL U RI [ 2403 SQ. FT� BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS-1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS �v IL W �z0= 0 Wwz0 >cc¢0 uj (AVIr �W Qw�Q w J cn w rrcr �eQF-z LL00c/5 zzzi=z CC J Q 2 J 00 Z=zl—U) 2 < cz 0 Q U c O '� w� w00 O r' 4* U) ILL� 0 X ~ .. w ij wI!'' h�l ear 0 CL (0 U U) 0 :3 c) z O_ r M u U) C-� = c1% GC:) to Z O w d F.. Uo £ c� O 9 s a6 �,gy +���,, //��� No !d8t 4 0 9 ® * e a r o e, Rkr e C®M um : LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/4/21 SHEET cs I x ii L.., _ _Le: I L. —. .Ll.11.i 1 —r 1 DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED° OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1. TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 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) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. 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 THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. GARAGES: R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING. R312.2.1 WINDOW SILLS IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE �A;INDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2, OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 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 LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT 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 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). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A T PROFILE. RECESS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF HE RO LE THE FINGER G C SS SHALL BEGIN WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). GUARDS: R312.1.1 WHERE REQUIRED GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED 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. R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS: 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. EXCEPTIONS: 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A SPHERE 43/8 INCHES (111 MM) IN DIAMETER. CONCRETE FLOORS: R506.2.3 VAPOR RETARDER A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. . WALL COVERING: R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. 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 SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. R 3. UNDER AND AT THE ENDS OF MASONRY, WOOD O METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. ROOF ASSEMBLIES: R903.2 FLASHING FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PUBLISHED LITERATURE. R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING METHODS: 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH 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 SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS THAN 3/4 INCH INTO THE ROOF SHEATHING. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. R905.3 CLAY AND CONCRETE TILE THE INSTALLATION Or CLAY WITH THE MANUFACTURER'S SAY AND CONCRETE TILE SHALL BE IN ACCORDANCE U INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. EXHAUST YSTEMS; M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM T HE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUS i' DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: 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 COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL 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 THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE. OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W T_ CC LuZO-r 3:O} W > m¢ O W :3 C) cn0W w QZ)WF- _ _ J � > Z)� = = Y O 1- Z 6 LL O O U) ZZz~Z_ � J ¢ 2 J W D-2�� J U) p O U Z) = Z LL U) 2 P < n N o c C H 0 � a H 0 0 O 4* cn r� V W O O 44 z 00 O � O � w w Z "x w a, U cn z O A Z O a It (i W W cx tn O a U) as W. by ^ '?p-7 /A No 77824 B tl °° STA a E OF , ai^n A`.yP 4 In , III pp Q GO `uIIto LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1014121 SHEET CS2 O z 0 U) z J n_ w w _ H z_ U) 0 m Cc w a. O T_ a- m w _ O 0 z o n_ Q c� J cn w m a. x w U) w O _ z z z > O _ C 0 0 r_ a Is d- T Wre-11WILU 10'-011 12'-011 _ — 611 11'-0" -61' lo STUCCO WRAPPED --- - — — — — BEAM @ T-8" — — — ❑ STUCCO WRAPPED ❑ 0- : 4X6 POSTS a = ac acp < ;: a u LANAI u 0 Q 8'-8" CLG. 0 ro MOISTURE RESISTANT in DRYWALL CEILING I 0 I 8'-811 9'-4" L 14'-811 O 35 SH 3'-811 '�0 2868 J_ ' /� XFER -)i GRILL HB. 181_611 c�i RETURN AIR GRILLE BRKo�6 o411 AHU ON 0 STAND GREAT IN = 30" AFF LO ROOM 1LO 1 8'-8" CLG. N ADD 7/16" OSB TO MECH MECH. CLOSET CEILING FOR FIRE M DRAFT STOP _ LO N W Cy) DINING AREA 8'-8" CLG. 10'-5" 2 2'-411 I I C0 2 LO W BEDROOM 4 �?06 *v w 8'-8" CLG. CL. CO = 1 M T - - -- 21_�l11 ..: 2 12'-9211 ^ 2 A5.1 I I I I 1 "35 SH (53"x63") EGRESS 8'-8" CLG. LO T . m 5'-12" m 21_011 CO 1 I 1 I I OO cmlo,= V ,—co 3211 M 8'-811 ; ; \ 2'�"� 4'-1111 3 SUITE 0O. iio 1 BATH 8'-8" CLG. _ -1 M 00 w Z ^IN LN 2 T ° U 1668 s� '-I 2X4 LOW WALL 36" HT. FLAT � I o O -- (ITCH I ' BR .H co � 0 �����.. _ COUNTERTOP _ 8'-8" CLG. i 1 i 2��� � WC I I N r~; 3'_5-" I o 6'-811 i i OS WIC 41_011 co 'IT811 g'-11211 ; I __ _ ZO 8'-8" CLG. _ REF. I I I d- - REF. WATERLINE: --------� I I --------- ---- R&S HI & LOW N---- -- --------- XFER r'8 s� =iN GRILL rn BRK 3-SIDED HALL ACRYLIC HALL SURROUND _ BATE" 8'-8" CLG. Y TUB PER ~ 8'-8" CLG. , 1i 3 -92 1 111 co 5 -82 COMMUNITY 9''6" LAV I SPECS 1 3 _ 11 1 � ;'< - i —. I 0 ' WC o loti i °° 00 cc N -IN R&S� --- ----- W I CL. �N i I CL. 06 I �� -' r FOYER N �� 8'-8" CLG. 31 %2,1,,,,'r A 7 � \906,19 6'-8" 2'-4" XFER GRILL 0 BEDROOM 3 8'-8" CLG. ENTRY 0 *- 8'-8" CLG. 0 12'-011 00 _ _HEADER AT 7'" , o `25 SH CV (37"X63" EGRESS) 91 IN 3-SIDED ACRYLIC KX SURROUND -3' 36"x60" ACRYLIC SHWR PAN 00 co 6,-82„ ��� 10'-211 41_6111 2�_5211- m ---� - 0i _ 2 XFER 1 GRILL `vim T' 2868 SC W/ N WH SELF CLOSER N 18'-10" BOLLARD PER 2'-O" 1 22" X 54" ATTIC ACCESS 2 CARCOMM SPECS L----------- J GARAGE 8'-8" CLG. 1/2" CEILING BOARD ABOVE — 1/2" WALL BOARD ON GARAGE SIDE PROVIDE INSULATION AS REQ'D _ 0 2" CONCRETE p CURB n1 �c----------------------------------- -----� I ' 18'-811./ , 16070 GARAGE DR. \\\\ 51_011 81_411 11_01 41_4" 21_011 I 161_011 21_011 i 13'-4" 5'-411 _ I 20'-0" ee 38'-8" , �I FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" W W W 0 C7 0 , W Ux N v HB. a 0 r- LEGEND SYMBOLS A BUILDINGIWALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED W6" O.C. FOR COUNTERTOP ERHANGS GREATER THAN 101, TOP PLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ^" BD. PER SHOP DWGj iv WD.BASE MOLDING FINISH FLOOR F OIOR� r-suBFLooR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. IY �OOF=- wWZ0 >0 WpF- C U W W ¢�WF- 2 > _jcrcrIr Y 0 F- Z ILOOC/) Z Z Z ~ Z w J Q J wIL=�cccnpOU M �2ZLLCn �F-¢z0 n Q o F- O H O O O r� V O a.1 00 0 O O w _w (L (n cn 0 z O (^ Q _O r U) W 0 U) Z 0 1a I,,,,, �o O A a s 1 0 p No 77824 d 9 a ,. SKATE OF " W ,< COMMUNIITN. LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1014/21 SHEET AI,I 0 WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" � GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" d T _ STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" Ml«o ROOF SHINGLES PER COMMUNITY SPECS (TYP.) STUCCO REAR ELEVATION SCALE: 1 /4"=1'-011 BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 1'-011 $'-Q" 1—off (TYP.) - 4" WIDE STUCCO 12 12 BAND (+1) 5 5 rr = O 12 0 12 r. HEEL HIGHT 5 \� 5 ROOF SHINGLES PER —� - - - - - - - - COMMUNITY SPECS 4" WIDE STUCCO -- (TYP.) BAND (+1) --- 3 cy) 4° CRICKET 6" WIDE STUCCO T.O. MASONRY _ _ _ _ _ E BAND (+1) TO WINDOW WINDOW 4" WIDE STUCCO BAND(+1) 18" DECORATIVE 00 _ FOAM SHUTTERS I _ ao d r *25 SH 7-0" STUCCO FIN FLR. N BAND RETURN FRONT ELEVATION. SCALE: 1 /4"=1'-0" 0111-I m El El 4" WIDE STUCCO BAND(+1) 2 16070 GARAGE DR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ,; : r. r,:: •t:::.,. TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) It w } _ cr- F- Ill �: 0 >— } >o ao W C) — � C)w � QZ)wF. _ F- J > m (Y Ir 'dZOOW wa¢�-i _ M — -DU)pOC) Z)2zlLw �P< C-) n a `, O Q U) 0 o z 0 0 O W °° w 0 o �C ,-j W w M cts U) 1-0 Z O z o (L O rL VIQ ocC= U C4*4 W ckc CL- z Z O 4 c A' No 77824 B 6 8 6 , A °6 s TATE OF r � egAd COMMUN M LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/4/21 SHEET A2.1 Ea rl r:l ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 F 12 -==� 5 12 5 35 SH *25 SH 21-011 FIN. FIRST FLR ol LEFT ELEVATION SCALE: 1 /4"=1'-O" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) RIGHT ELEVATION SCALE: 1/4"=1'-O" 12 5 �� 12 --==1 5 FIN. FIRST FLR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ; _ : �. •f.::. TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) 0r W }=Iz wo°� W Q 0 67U�� QZ:)W_F-- _ J 5 cr Y Q I— Z "6LLO_Oco ZzzF—W J Q 2 J LJJ tZ 2 (Y g �W0OU �2ZLLw < r Q 1 � N n O � Q F¢- 0 O U) U Z 0 o 0 0 w w w � A o� U) L� 1 z 0 O_ r U En w Uw O� � o � 0la a "h 0n� aP Y aw a a ?T52s4o 0 STA OF a8. 0 t f'10i IJ`� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/4/21 SHEET A2.2 A. 0 W, ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. It 53 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF., 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 It W i' _ ❑ J 1— W WzO� wwz0 >oCQO WZ)❑F— U)UWo ¢ZWI— _ > J rr Y0E—z �LLOOc/) z z z F w Q J uj M U) ❑ 00 �2zLLU) �F—Qz❑ � Op ;o Q O O g H 0 0 U � Z Im 44 °° (L LLM 0 0 � O w lx mommo u� z 0 a A O r U U) W U) O W ❑ ci 4„11 d , a a 4B ase o a � No 77824 cc 11'a STATE OF NAL q COMMU, NI . LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1014/21 SHEET A3. `I z cc 0 cd z Q J W w 2 H z_ U) I- 2 C7 Er w O T_ EL fr w O 0 z Q c� Cc a O U M�M Lry�' W w Ir J w cr (L x w U) w 2 O _ z Q z Q z O 2 059 z 0 PRE-ENG. ROOF TRU� FRAMING SHEET FOF ). WALL ►_ WINDOW IN_FLR_ FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" BUILDING SECTION SCALE: 1/4"=1'-0" m 2 A5.1 WALL J DOW ll =LR. FOOTING PER FOUNDATION PLAN cr W > _ cr- LUZ �i 0 0 F- >OC¢0 WinF- cnWw U Q�w� _ J > Y 0 F- z u-00U) �LIJ zzzFzz a¢2-1 W d = cr- q �2LL Zc_n �F-QZ� n O N c Q O F— O �Z Q 0 0 ct$ r� V Q Z ,-j0 a) r••� v I-" U) GID Q U j w� Q I w zA w~ A rA� v! LL� ~ i^ z Im Q a :3 0 cl% I=cl% - a cl% U) W 08 Mn aaa N® 77824 'a � e s 8 8 ggyp Yam '+a STATE OF COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1014/21 SHEET A5. I AIL AAe. 0 91 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 112" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING cr 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE it OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF �SEEROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END HURRICANE STRAP EACH END OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. OIL TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) I (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE - EL V. ;: E V. 1/2" (MIN.) ---- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS (e" TYPE 'X' GYP. BD. MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE ot 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @@v WINDOW_ SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 2" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM GYPSUM BOARD BOARD z 3 1/2" 2" GYPSUM— w GARAGE � BOARD NICHE FOR — ELECTRICAL PANEL & WIRING cV M ELECTRICAL PANEL ELECTRICAL - PANEL N EXTERIOR C° 00 CMU BLOCK WALL CONCRETE CONCRETE — CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE, r < SLAB ON GRADE GRADE AT GARAGE FLOOR 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLALL DRIVEWAY PER COMMUNITY SEE STRUCT4 SPECS PLANS 01-01, SLOPE FIN. FIN. FL. M WALL SECTION SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I I � I I i I I I I I I z � � w � I I I I I I I I I I I I I I I I I I I I I I I I N a co CV to ---- ----- �L�, 1 A a/ as ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" FOUNDATION PER STRUCTURAL DRAWINGS GARAGE DOOR NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION Ir W �00� 5;cr<o cnUWw _ Q=W F- J > w cc iY off F_ z z W W Q T 2 !Y _ _3c/)00Q �2ZLL(n z� �I-Q00 i � Q o O � Q H 0 0 V O j J 00 Z O w w aU) vJ z O a D o_ rC= tn cl%j 0 to o w Q e / No 7782820`+ A A a � A "A STATE OF OR %%D COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 1014/21 SHEET A5,2 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) WOOD SHEATHING i0 MIN. GRADE D PAPER BACKED .ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER METAL LATH .AP WRB & TAPE OVER ROOF/WALL 'CREED �X5 "L" TYPE CONTINUOUS GALV. IIETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, gSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING "L" FLASHING SCALE: N.T.S. 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY c 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC 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. 1-112" 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. z Lo X&A ' STEP 1 FOLD 0 FOLD INWARD @ PT. A CTI=P FOLD @ FOLD Qa 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL STEP 2 0 Eo 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 fr W r fr �001=— >oWC¢O WpI— co ¢�WI— �Ir0C0 Y Q f- z IL O O C6 zzz~z J Q 2 J w�-=oC� mUp00 �2Zf-cn �f—azo cz•�, S 'r a° O �� zd� Q o O � a Q 0 0 0 piy U 0 z Im coO o o� 0 a i-w W w w Q w U) z 0 c� A z O_ i o� U cn i I I I I c zY rA I I I , I I I I I i COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6101 L RELEASED: 10/4/21 i SHEET GYP i z n z D z R. J J i 71I1rI-T7T--T1- T JE.I i ,�l IL.. 1. . 0 Q m CD 3 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ELECTRICAL 2" PVC CONDUIT 2-2/0 COPPER METER (V.I.F) 1-1/0 COPPER • OR 2-4/0 ALUMINUM 150 AMP 4A' METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE Lp II I (i i it i i it i i i� I -III I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY b& DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH s THREE-WAY SWITCH FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �H CHIMES (OPTIONAL) Q PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER .E. ELECTRIC PANEL --maj- DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir W O O I- 5;m<O c!)Uw0 F_ < D ,_ _cr �� �eQI-Z '6LL0006 Z Z Z ~ J Q Z J �Up0U :D = Z ILL U �t-Qzp ri oN n o H 0 0 0 4* r� V �AMA 00 0 J W U 0 "-i_ r..•i V�tf1 w U W U) j w z 0 (L I= - a th W cn O4 w in- n �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/4/21 SHEET E 1. 0 SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" cr W � 2 � 3: 0 >- F- >oCQO W ❑ � U W w Q � w_ F- _> J z z z � W Z � J Q Z> Wd2IYW �cna0U �2ZLL �1-Qz❑ CZ Q c n O O 0 O 0 Z U Q 00 0 z W � z o w � a w 25 a) (L U) U' z 0 (L O tn W U) O iv � o OWCZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 10/4/21 SHEET P1.1 a MASONRY LINTEL A55EM5L I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4J+i - MIN. (1) GOURSE/BOND i LQJ - MIN. (1) GOLF-GE/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT O BOTTOM REINF. Q PREGA5T LINTEL W PRECAST LINTEL W EMBEDDED REIN. i# MB-I EMBEDDED REIN. � MB-2 rr---r� rr---71 ITOP COURSE, IF I i LQJ I+- I OU - TOP GR5E, IF d I I mo- I m I LQJ I I 1 REQb PER ARCH. v I _ I REQb PER ARCH. TOP REIN. OR CONT. - GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REOD _ GROUT GROUT _ BOTTOM REINF. ' BOTTOM REIN. • -- PRECAST LINTEL W EMBEDDED REIN. Q. I PREGA5T LINTEL w/ '2 #�1 EMBEDDED REIN. 'aY MB-3 MB-4 MASONRY LINTEL DETAILS REINFORGEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I SF8-05/OT ----- ----- MB-2 8)F8-IB/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 M13-4 ERFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED, 2. 5HORE FILLED LINTEL5 A5 REOURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW 5HEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-1 5TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 ® 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORROSION-RES15TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE51611 BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 p5i:....... FOOTIN65 2,500 p5i:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 p5i ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N SOIL OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE • MINIMUM LAP 5PLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF I6100 P51 PM = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • 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 ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 DOWEL. • GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • 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'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED g 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I F I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO J0I5T/BLK'6. (5) NAILS o 4" o.G. (5) NAILS ® 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO STUD (2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.G. TOENAILS @ 6" o.G.* BLK6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.G. NAILS ® 16" o.G. DOUBLE TOP PLATE NAILS @ 24" o.G. NAILS @ 16" o.G. DOUBLE TOP PLATE LAP 5PLIGE (1) NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTERSEGTIN6 WALL5 (2) NAILS (2) NAILS • 2Y2"xO.113 IS AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE • ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE51 ON REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED i EXPOSURE ONLY: 40 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = ENCLOSED, +/- 0.8 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRE5 FORMAL EVALUATION $ APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR $ SHEAR WALL 5HEATH I NG 5PE01 1 1 GAT I ON5 INDICATES LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 1116" 05B FASTENED PI W/ 2)12"x0.131" NAILS @ 6" o.C. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 1/16" 05B FASTENED P3 W/ 2k2"x0.131" NAILS @ 3" o.G. ALON6 PANEL EDOE5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 1/16" 05B OR 15/32" PLYWOOD FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"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.G. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANAL "515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL PRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS 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 oPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 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 32r(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 132" THICK, APA RATED 5HEATHIN6 F, EXPOSURE 105E OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516115 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®3 OPENING 51ZE INTERIOR ZONES END ZONE5� 8' 6arage Door +15.5 PSF/-20.q PSF +18.5 PSF/-20.q PSF 166arage Door +11.1 P5F/-Iq.1 P5F +11.1 PSF/-Iq.1 PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P51`/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +15.0 P5F/-II.B P5F +18.0 P5F/-22.0 PSF 500 SOFT. +15.5 P5F/-11.6 PSF +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined o5 the Smaller of 10% of leo5t horiz. dim. or 40% of mean roof height. ®Pre55ure5 have been derived from 2020 FBG Table R301.2(2). 13Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ures. Divide allowable Pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYW000 5HEATHIN6 24/6, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8'W.113" RING SHANK NAILS (R51Z5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS a 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES.` • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL I FT CONNECTORS BEARIN6 CONDITION TRUSS GONNEGTOR LEN6TH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN6INEER OF RECORD TO DES16N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. LEGEND • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 • � ­­ ­­­INDIGATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOGATION OF REINFORCED GMU GORE " (SEE NOTES) JL METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LIO BLOGKIN6 UNDER POST OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DES16N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 PSF @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON-13EARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE 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 STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATHE ALL WOOD FRAMED EXTERIOR HALLS w/ 15/32" PLYWOOD OR 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. @ EDGES 4 12" O.G. ® CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p5i; E=1.55x10^b p51 • LVL - Fb=2600 p5i; Fv=285 psi; E=2.0x10^6 p5i • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3'W.131" NAILS ® 8" OIG OR 2 ROW5 Y4"06' SIMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 5Y2" OR 5Y4" BEAM5 ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU HALLS, SHALL BE PRESERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JO 15T /TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 61ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"xO.131" NAILS a 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal Fta 77824 STATE OF 6 / e , © COPOght Structural Engineering, Inc. nCD z z JLU W LLJ z CD z W I ZF- c WW t-- T Wi -� H z W G y W 0 0 rn a Q� A C. �' CME m � E a' A CD CD Y to 2Z9 mL6 o r' CD M N M M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB DR 10-04-21 REVISIONS: date: initial: 03/11/22 DJR W 0 z J 'Q I-- U a r co sheet: J W 0 2 z O a 0 SM0.0 Q 0 LL -_T_­m,_Ta_11 u:,_ z 0 0 T- 0 I• e 2 SD- 21_011 Lrnivni ✓Lnli: 4�------ I2" GONG. SLAB ON BADE (2500 P51 I -�� cy I 12 WIDE GONG. MIN.) N/ 6x6-W1.4xW1.4 I I TURNDOWN EXTENDED MESH OR FIBER MESH I I MIN. 12" BELOW GRADE N q5% GOMPAGTED ILL OR YIR61N SOIL. I q � I HUNG 5D-I I „ SD -I I ST 3 Y2 EP 5D-I 01 11 1_8 i1 I 6 �_411 0-1 20 I-P 11 FRENCH DOOR REGE55 PER • I MANUFAGTURERS IN5TRUGTION f �............� __ ���� _, :- -. w �. I I -------- I i � I• I I � I , I I I 0 • I NOTE: REFER TO BLOGK PLAN FOR ALL DOWEL LOCATION DIMEN510N5. e � 1 1 , : I ! � � • I I I $ I. I 1011_411 Iq 1-411 00 I Of 3 /2 STEP Of • I 4 4 I I 5D-I 5D-I I 3 %2 STEP GARAGE SLAB:3 � 5TEi� y %2" GONG. SLAB ON GRADE (2500 P51 MIN.) N/ 6x6-W1.4xW1.4 rI_ MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED 6 I FILL OR VIR61N SOIL. I I 5D-I I I L— II 5 I � = — — -- — — — -- - 2 SD -I 2 SD -I 5 SD -I • • KT m 0 c� 0 0 r LEGEND • ® INTERIOR BEARING WALL • — — — BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL -.-.-71 • I: :I EXTENT OF OVERFRAMIN6 • _-- _. —__...INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES & SCHEDULES seal a ,- d! ti No 77824 a e STNTE OF a P .� 0 ®P� © C0PYri9h��.iA� � �� Struct r 1111 j ��g, Inc. ocD z .J w w _Z o C7 rn z w a J ` Q 0 oc Z= U Cn UJ m c C/3 j M Q j .J D CD z W 0 cfl 0co 0� y m Lh NJ C N �. M n. M&K project number: 068-2001 1 project mgr: J,SB drawn by D R issue date: `] 0-04-2, 1 REVISIONS: date: initial: 05/1 1/22 Dip, FIRMH DOOR MMISM J W 0 ZQ ~ J Z � 0 g0. � o sheet: Q 0 J LL z x (L 'Q W J T� V i- 0 z J J 5D-I �LA5 FLAN 18'-8" 20'-0110 8I �„ SCALE: I/4"=1'-0" (22x34 SHEET) FORMS B SCALE: I/8"=1'-O" (110 SHEET) Fm i,,o O i a d- I T- >n r I 1 11 LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: : I EXTENT OF OVERFRAMIN6 •- -- - m -----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINEORGED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NR`( LINTEL PETA I L5 REINFORCEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-O6/0T ----- ----- MB-2 8F8-I5/0T ----- (I) #5 M13-3 8FI6-IB/IT (1) #5 (I) #5 MB-4 8RFI4-I6 ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k5l 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NRN( LINTEL A55EMSL I E5 5EE 5GHEVULE AND 5PEGIFIGATION5 FOR AWL INFO rr--Ti rr---n MIN. (1) GOURSE/f30ND I '}� MIN. (1) GOURSEWW L4J 1 BEAM ABOVE LINTEL 1 L4J i BEAM ABOVE LINTEL GROUT GROUT ' BOTTOM REINF. Q PREGA5T LINTEL. H/ PREGA5T LINTEL H/ t-� — EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 rr---1� TOP COURSE, IF TOP COUR5E, IF 1 LQJ 1 m I L4J I REQb PER ARCH. REQ D PER ARCH. TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQD GROUT GROUT BOTTOM REINF. ._ BOTTOM REINF. PRECAST LINTEL w/ � Q� �� EMBEDDED REINF. f PAST LINTEL RECw/ #--�-{ EMBEDDED REINF. MEU N MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: No 77a24 @ A STATE OF °@44 `. e pq �q m rd� +"+®+�.n Wa✓ ®O ®o�+®��® f ;l © copyright :korn wAl structural Engineering, Inc. 0 cD Z LU W W Z c rn w J aa. CD 0 Q Z t- A C W� C/3 a X-J m ME Q j A CD _J Z W :2 CD W Y co o coo y m` L6 Y.1 C N C. C"M CL M&K project number: 068-2001 1 project mgr: JSB drawn by: D R issue date: `I 0-04-2 `I REVISIONS: date: initial: 1 APR n 1 2022 1 d Q 0 1L MB-I ) w Z a Q � 0 U) I 0 d a a a a a o MB I MB-I LIS•❑ ❑• n '� MB-3 0 �J.co W 5�_01� 31_2" 51-211 1_01� 161_0�� 2�_0�� ►J 0 Z 10 5II 4 13 4 1_ 1_ 11 20'-01I A� veinal sheet: SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 1/5"=I'—O" (IlxI1 SKEET) [I I ��� 11 III,, I ii; iaLi -, A I I1,1ifi4i- _.ik I ,.... -I I FORMS 8 Fm2.0 a J ti LL H c PPAP I Ai\lA.l npnPPFn RFAMC�. !L 0 LLJ LL 7C H o LU LL LEGEND • ® INTERIOR BEARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 • ,m -- - - ---INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ID (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO PLAN SCALE: 1/4' I'-0" (22x54 SHEET) SCALE: 1/5'*'-0" (110 SHEET) FORMS ROOF FRAM I N6 • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. ' ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %"xO.113" RIN6 SHANK NAIL5 (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL ED6E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG TRU55E5 w/ RIN6 5HANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FA5TEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 5HALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND IN5TALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 5HOP DW65. 5HALL BE 5UBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • 5UPPORT PORCH i 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT GONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15, 5I MP50N H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLU5H BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51 B I L I TY OF THE EN61 NEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT GONNECTOR5 IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWING 5HALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES I$ SCHEDULES seal:,G r-*A����� ® • �e o • 0 77824 ae aw. • �• o e B Z STAGE OF ,` © copyright : MULHERN IS KULP Structural Engineering, Inc. acD z JUJ w w Z o M �co z a w J 0 Q ZCC = Q� U d, a f— E : w cn 5 3 -� m E 4 Q • J� Z �d C3 W CP e M �h N.1 C N CC Ch C1 M&K project number: 068-2001 1 project mgr: �J S B drawn by: p R issue date: 1 0-04-21 REVISIONS: date: initial: 05/11/22 Dip, z o� sheet: 0 0 ti W (D Q z � 0 CL J z a � O 0. �Q C� J J Sm 1.3 a FILLED CELLS (SEE PLAN) v�rcr�v� @CORNER F GONG. OR PAVER 6ARA6E WALL DRIVEWAY j— BEYOND I 6ARA6E SLAB m 4." (SEE PLAN) 11_ II=1 1=1I 16"x8" THICKEN! EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID z_cxc L cif (3 _ GRADE 8" WIDE GONT. GONG. CURB N w GARAGE 5LAB iY (SEE PLAN) III—i I I_I I I —I I ICI —ICI ICI ICI —III III —III —III —_III ' I o z T �i' d ° � 11111111111IIIIIIIII —� m III 1) #5 DOWEL W6" HOOK AT ALL VERT. WALL REINF. I II �� I' (SEE PLANS FOR LOCATION) 11=III—III—III—I - GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE w/ (2) #5 BARS -STORY: 1'-0" WIDE W/ (2) #5 BAR5 G,�R,4GE CURB DETAIL SCALE: Nr5 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID zX �o O GRADE '=III=11� o I=,IIIIIc� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' 11 1 11 III —I I —III (SEE PLANS FOR LOCATION) —III IIIIII��IIi III= GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 �COTINCG SECTION & BLOCK DETAIL. SCALE: NTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (SEE PLAN) � s III III —III —III- III —III —III —III —III —III_ cx _ I —III III —II II —III —III —III ° ° I- m I— III III-1I I- "' MONOLITHIC GLEAN COMPACTED III— FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETA 1 L 6 SCALE: NTS 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE SLAB (SEE PLAN) 3 Y2" GONG. SLAB WIDTH PER ARCH w/ WWF OR PORGH/PATIO/LANAI FIBERME5H REINF. SLAB OR PAVERS OVER 6 MIL. (SEE PLANS) VAPOR BARRIER PER MANUF. ' —III=1 I I=1 I III a d. '—III—III ,Y I —III III III � 9 III —III —III III II, —_I I I_ � a ° C ' III —I —' III —I I ° I I —III III —III I I m III 11=1 I I`. d I I —III —I 11- 't v w ° z I r 4 I I I I III —III —III III _ MONOLITHIC MIN m '--� GLEAN COMPACTED " III — 1= I I' FOUNDATION W(2) #5 8 8 (2) #5'S GONT./ FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUTSK NG 156D POURED 51 LL5 DETAIL 5LA5RECE5 AT 5HOWER PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 : NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP W FOUNDATION DOWEL MIN. 50" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) � z 1 d I 1—II-I � �i EXP JOINT 4 v m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a d p—I I IIIII —III—III—I III —III —III E111 _ I) #5 DOWEL W/ 6" HOOK AT 1=1 I I- ALL VERT. WALL REINF. III=1 1=1 I=1 I 111= (SEE PLANS FOR LOCATION) -I I III —III —III , I1 GLEAN GOMPAGTED 1=1 I F I I — FILL @ q5% MONOLITHIC FOUNDATION STANDARD DEN51TY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I -4 WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD, EA. SIDE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. y END OF WALL AND SPACE ® 32" O.G. 2"L W' MIN. EMBED) w STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP $ PLT. BOT. Q d da -a d a • G (2) #5'5 CONT. W/ , 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH A5 5TUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALL5 NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 50GH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. &ARAGE STEP DO NN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID • X' a� O RAVE 111-111-1 1-111- R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° III —III ICI d° as a �I—ICI III �I 11-1 I 1 1 ,11-1 11- Z PVC, CHASE SLEEVE TO BE TWICE THE DIAMETER OF —III PROTECTED PIPE 11-III III —III —III= ' GLEAN COMPACTED -I 117111 FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4 WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GH,hSE DETAIL 8 SCALE: NTS jt seal: r , is N ��,,88 p �ry n a e+m � a 1`i� 1 r�63��e B p ��e+�T,w,y� p°q, STATE �i i � OF 810 g',pp1 lC R. © copyright Strudura ngineering, Inc. CL z Z J= w w Z c C9 rn Z w 0 J Q CD ZUJ CA � c °O E Q Q 1 J Z o W Y OP CID y M us W C N C: M G. M&K project number: 068-2001 1 project mgr: ,.J S B drawn by: D R issue date: 1 0-04-21 REVISIONS: date: initial: 05/11/22 DJR FFWr,N DOM MMISION APR 0 1 2022 9b IQ' CU rAi I� (Jj O J ll.. (N9 W w Z Q Q x z 0 � 0 W U Q 0 � CL d O OY Z LL' Q J J sheet: SDpo 1 SCALE: NTS SCALE: MS Q FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS 6" O.G. w _< 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM - IN (1) #5 GONT. 8" REINF. GMU WALL - -5E-2 PLAN FOR VERT. HORZ. REINF. 5PEG5 SECTION SCALE: S/4"=1'-O° TRU55 OVERFRAMIN6 PER PLAN 20 SECTION SCALE: 3/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRUSS $ CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRUSSES PER PLAN -� PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12" OR CL OF OPENIN6 2X8XI2 P.T. CENTER BUCK n DIA. ANCHOR 2X4 P.T. TOP BUCK — 2X6 OR 2X8 P.T. BUCK EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT w/ DOOR MANUFAGTURER —PROVIDE (5) 3/8" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE I Y2"A(," THICK WA5HER W/ EAGH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) �5TART BOLTS AFTER 6ARA6E CURB 0" MAX.) 6ARA6E DOOR BUCK DETAIL K SCALE: NTS PROVIDE 50LID SHIM BETW'N TRUSS 8 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FA5GIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. 3 SEeTIoN SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 FASTEN EACH OVERFR TRU55 TO TRUSS BELO. WITH (1) 51MP50N VTGR ® 24" O.G. T"(F I CAL OVER�RAM I NG CONNECTION DETAIL 5GALE: N.T.S. -� BOND -BEAM _,__--GONTIN. PRECAST HEADER—�� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. - SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 ,IN ROOF 5HEATHIN6 IN ROOF TRU555 CAST-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDOW MA50NR1' PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 GONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRUSS 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO 2x FASCIA TYPICAL RETROFIT DETAIL P. -SEE ARCH 4 FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" NAILS @ 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ON112P8 PAF'5 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOCKING w/ 2 Y2"x0.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 6 HORZ. REINF. 5PEG5 RE�71OFIT PETAIL 5GA4"=1'-0" SECTION SCALE: 3/4"=1'-0" ALL LAPS IN MASONRY 25" - RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL T1'P. CORNER VERT. WALL RE I NPORG I NG DETAIL SCALE: NTS ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE VERT WALL REINF. TO EXTEND INTO BOND BEAM G. p_ d m seal: No 77824 ?), %mm s STATE OF 2 %"xO.113" RIN6 SHANK NAILS @ 6" O.G. ---- © copyright . VLHMWN WP Structural Engineering, Inc. z J� w w z CJ z Q 2x4 FLAT BLOGKIN6 @ 16" o.c. wQ FASTENED TO BOND BM. ROOF TRUSSES w/Y4" DIA. x 3Y4" TAPGON = QE Ej o -SEE PLAN F- ♦ c4 (2)3 Y2"xO.131" v �Q' CC c F^S` P 1� W UJI (2)3 Y2"x0.131 " y = j O° E Q ? 8" GMU BOND BEAM w/ w- -Co 00 (1) #5 BARS GONT. Z I= y VERT WALL REINF. TO 8 REINF. GMU WALL y m Lin EXTEND INTO BOND BEAM -SEE PLAN FOR VERT. LU C5 n 8 HORZ. REINF. SPECS &EEY79 IO/4"=1'-0" 1 VF MW project number 068-200 1 1 project mgr: ,J S B drawn by: D R NOTES: issue date: 10-04-21 I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF 3%6"x4" TAPGON5 6" REVISIONS: FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. date: initial: 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 03/11/22 DJR STRUCTURAL GONNEGTION OF WINOOW/OOOR TO STRUCTURE BY OTHERS IN FIRENCM DOOR REVISION THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED @ 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS 05TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) M -- ROW5 OF 2 y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER a' BY WINDOW/DOOR WINDOW/DOOR MANUFAGTUR.ER 5 SPECS. i MANUFACTURER ►� WINDOW/DOOR BUCK DETAIL SCALE- NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED _ EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE STRUCTURAL PLANS FOR INSTRUCTIONS. ADDITIONAL GONNEGTION INFO NOT SHOWN HERE FUTURE 8" GMU BLOCK 1 #5 VERT. BAR TO BE LOCATED PER PLAN FASTEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EXI5T'6 D_ IN GROUTED CELL 51MP50N M5TMI6 TW15T STRAP. SLAB, EPDXY $ DRIVE I I FASTEN STRAP TO GMU w/ (4)Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. I - Y4" LON6 TITEN 5GREW5 30" LAP SPLICE I I I PROVIDE M015TURE BARRIER cw I I z PLATE (PER TRUSS MANUF) @ EAGH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO I I I IT I I I I —I I —I ROOF TRUSSES @ EVERY OTHER BAY GRADE u I I I —I I I —I I I —I � I -I I (- FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG I I —I —I I —II I I —I I I —I I —I I= TAPGON5. FASTEN BLOGKIN6 TO ROOF - -III—III—III=I I l e d I —III I I —I I- TRU55E5 w/ (2) 3 Y4"x0.131 " NAILS @ EA. END. I I=III III- 1111111111111- M 155ED DONEL RETROP I T DETAIL WALE: NT5 SIM. ® GMU STEM FOR DROPPED GRADE 4x6 P.T. P05T PROVIDE (I) 5IMP50N L5TAIS STRAP ON EACH EXTERIOR FACE OF P05T, q" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI 7101F. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "CUT" ON THE PLANS. ("CUT") ON THE PLANS. Q a J 1,., W w z � Q a � O �n a J z U o=c jC) 0 z sheet: SDW2 Q 0 0 PERMANENT ROOF TRUSS BRAGIN6 NOTES: (5IN61-E FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES," (200b EDITION). 2. TOP GHORD BRAGING: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRUSS OR TO PURLIN5 FASTENED TOP GHORD, GONTAGT MW FOR BRAGIN6 DE516N. 3. BOTTOM GHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED 6.W.13. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFAGTURER SHALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE57ZAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDIGATED ON SHOP DRANIN6, UTILIZE 'T' OR V BRAISES (REFERENCE 6651-133 1`16URE5 53-15 8 133-19). SHOP APPLIED REINFORCEMENT PER BGSI-133 FIGURES 83-22 $ BG-23 15 AGGEPTABLE. • 'T' $ V REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • V II: 'T' REINFORGIN6 TO BE A MINIMUM OF 10% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.131x3 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL 5RAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, GONTINUOUS RON5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. • GONTINUOU5 RON5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. RON5 SHALL BE LAP 5PLIGED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 COMPRE55ION WEB w/ (2) Ibd 6UN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER It MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE RON OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES GL05E5T TO EAGH 6ABLE END WALL 6 ADDITIONAL DIA60NAL5 AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/05B A I ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRUSS BAY A5 SHOWN 2x 5TRON6BAGK (NOT REQV FOR 5TRUGTURE) DIREGT-APPLIED PLYND/05B COMPRESSION WEB (5LOPIN6 OR VERTIGAL) CONTINUOUS LATERAL BRACE ALTERNATE ® (3) OR MORE ADJAGENT SIMILAR TRUSSES (5EE ........INDIV. TRUSS SHOP DRANIN65 x FOR LOGATIONS) 2x 5TRON6BAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) DIREGT-APPLIED 6NB GEILIN6 5EGTION B-B ALTERNATE *-noD Po 0) OR MORE SIMILAR TF 65B ARE 6ROWW no 0 DIREGT-APPLIED 6WB GEILIN6 - TYPIGAL TRU55 ELEVATION WEB MEMBER REQUIRIN6 BRAON6 A5 INDIGATED BY TRU55 MANUFAGTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REOV FOR STRUGTURE) V OR 'T' BRAGIN6 NEB5 DE516NATED BY TRUSS MANUF. PERMANENT TRU55 BRAG I NG VETA I L5 $ NOTE5 SCALE: NONE DIREGT APPLIED GEILIN6 J GOMPONENT I$ GLADDIN6 PRE55URE ZONES Gomponent5 a Gladdina Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Enclosed, 0.18 Int.-Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5P) ROOF (HIP) O +14.11 -26.6 2r +14A -36.8 20' TO 21" 2e +14.11 -36.8 O3 +14A -36.8 O +14A -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (6ABLE) 20' TO 210 2n +14A -45.1 0 +14.11 -53.6 O +21.2 -22.9 WALLS O +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get on equivalent ultimate load pre55ure. Divide allowable pres5ure5 by a factor of 0.6 to obtain ultimate pre56ure5. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. No i7 4 8 s P _ STATE OF ° '® v © copyright : MU LHERN & KP Structural Engineering, Inc. oZ w w Z Z w J Z= t- U W� c� 3 .J F- z W 0 y W N 0 0 rn Q U • Q t b m E Q CD CD Y (C?to m Lf� 0 N CcM M&K project number: 068-2001 1 project mgr: drawn by: D R issue date: `j 0-04-2 `j REVISIONS: date: initial: 03/11/22 0JR W J o LL W � z Q Q a � O n tom- z � a �d x C� o W J J sheet: PBSBmi 1 i. Ii.:.... I�T- -J7, L,I r, i-&I Sllr uA i111..1 ell iAiltti:: J. m,u I.:� 1, ; 1:..I I . I f , I I _. --F-T-- IT.`_. BP- 30-7q �OvfywovL RCC� c)pa,, Z ce 03,sIpc4- rl 1�1