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HomeMy WebLinkAbout6785 Shelby Lynn WayABBREVIA'T'IONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FIRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB v," anion TM Companies 90 MATAWAN ROAD MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE � ESP ELEVATION "C' 6785 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 022 AREA TABULATION: ELEVATION "C" 1 ST FLR A/C 2127 SQ. FT. TOTAL A/C 2127 SQ. FT. ENTRY 53 SQ. FT. GARAGE 473 SQ. FT. LANAI 137 SQ. FT. TOTAL UR 2790 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 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 ALL `i(a10 .��ry 9 HA t.r;.'. ,.P IT�r �,r,t�'i-., P�a���.�A1�.3NG d j t d"=ylt a CODES + NATION' ANU, THE 2 <, 'r -:t"M , Opt REVIEWD/��•F� '".�� � CITY (,.,I4'Ii._ i CC uJ } 2 rz 3: 0 0 } 0 > cc LU Z) U) Lu Q :D _ > J Y 0 z �u-00U) zzz~z J Q J ��❑OU ==zu_cn zo acz N �C O � H 0 O O o w� A wCL L) z U w �--� w ww ME=" > J WOO O U) U (L O_ OC UU o cv W Zw O !� U)o 3 (s % No 77824 `• STATE O ;r ef ��yy Al- commmIlY, LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET cs I 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 OPENING S 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 THICKNESSF 2 2-I O 3/3 NCH (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 LANDINGS BETWEEN FLIGHTS F STAIRS PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, AN GS G S O 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. nAQAl'_cc- R309.1 FLOOR SURFACE GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF FLOOR GO PARKIN U ED FOR FAUTOMOBILES UTO O BILES OR OTHER VEHICLES SHALL BE SLOPED TO S FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. C�`_QCCC• 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 WINDOW 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 GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A DISTANCE F 4 INCH 19 MM MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE O 3/ ( ) PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE THE PROFILE. THIS O PORTION WIDEST P F REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 O O 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). 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 NS 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 WIT H 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. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR 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 OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 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 SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. 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 THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST 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 Ml502.4.5.1 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. 1„ - o O � Q o Q 0 0 0 � 0-i cn w 0 O 0 Z W a c w w w w z a. U) w w �i O_ rL tn W cl cn O� r UJI ' No 77824 * o -a... . STA3-E ®F ORIO ALy����� fo"yyg4 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET CS2 1:--- 40'-0" 1 A5.1 0 0 n O 00 C'M 36"x60" ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND a W w cc 0 w = M W Nco DRYER VENT WASHER BOX m4- 21'-4" 18'-8" 5'-4" 16'-0" 8'-10" " 68'-10" 6" lo "35 SH (53"x63" EGRESS) STUCCO WRAPPED BEAM @ T-8" � R&S— STUCCO WRAPPED OWNER'S _ _HI/LO — 4X6 POSTS LANAI SUITE OS WIC 8'-8" CLG. 8-8 CLG __ I 8'-8" CLG MOISTURE RESISTANT DRYWALL CLG. 13'-52 6,_61" 8„ 91_411 81_811 - -IN �I ors 35 SH 6068 SGD TEMPLo cc IOC co r �0;0 CV 5'-0" XFER '-0" GRILL :• 8m 1" 0 GREAT M0') DROPPED 2 Cy) ROOM BR K SOFFIT @ 8 0 _ 8'-8" CLG — .... 28 (4)12" SH - -' 68 > CV _ 5_01 �� =ACV 6'-11' g ° - 2 N 2 �: _ _ _ _ O.S I TRY _ icy? BAT _ _D rLo N cn 8'-8" co d 36" HT. FLAT r N 0')CLG g ° COUNTERTOP r 7'-1" :: 2' 14„ 21_ 2�� 1 41 N % 17 4 r- N c� r11 — �g op _ L cn iv :. 2X4 / LOW — WALL 3 -2 �� 5'-1M 2' 0 7'-112" - o N z I O 1 1 En d__ R&S we <� AREA N ' 8'-8" CLG 2'-0" 1 1 r — 3'-2" 7�_1,. 5'-112" 3�_51 1 8�� 4,_5111 2,_0„ 10'-102" I= KITCHEN Tcn a ...,..4 :. ... a ....:: ` 8'-8" CLG I REF. — OPT. N... 101_311 — 9,_61� NE REF. —{ r 6�_02,� �� 2��� 2 4 10'-61„ 2 -N Tj j1 _ C"4 .;'. ram. N CL o vJ r o�y T�;i `h wC CV BEDROOM 2 ° _ '- " I 8'-8" CLG UB PE - p Toi L----10 COMM _ p (7 HALL SPECS 3-SIDED ACRYLIC CV BEDROOM 3 r BATH � SURROUND 88'CLG Y T N r BRXFER W n� XFER LNDY ti�o� GRILL HOVHALL GRILL HALL Fuo � AHU ON STAND 8 -8 CLG 8'-8" CLG 11Wa0 H 30" AFF AG TON m I -I ti�OCA G _ LL� _ J ;� — _ N �, �, EXT STE PLUS 'ell. rr=N — L..ium) 06 CL BEDROOM IT 0 1 6' 71„ 4'-10ill M �r „cosa[ -11 214 1 8'-8" CLG - _ —IN LL ( cy) �- 10 6- O r H N N ADD 7/16" OSB TO 2868 SC W/ MECH. CLOSET FOR SELF CLOSER 2'-4" 2"� FIRE DRAFT _ 1�� r� 12 -10rk STOP 2 _011 21 BOLLARD PER �22"x54.5"�' CONCRETE 6� COMMUNITY 1 3j 7I(� 1 CURB BR K SPECS —ACCESS BR ,,F,• ::z . .. 1/2" WALLBOARD ON XFER EXT STE GARAGE SIDE. Y 2 GRILL Y �, PLUS BATH PROVIDE INSULATION r FOYER cr �6� m �is� 8'-8" CLG 'i AS REQUIRED Cp 8 8 CLG , 3'-112" LAV_ 19'-9"ol 3o`O we 2 CAR GARAGE SIN N 8'-8" CLG �o — 6� 1/2" CEILING BOARD WET -- ABOVE 4'-4" 1 '-0' 3'-9" BAR 8'-11" OPT. 24" U/C REF. �- — — — — — — a 0 CV \ r EXT STE PLUS ENTRY LIVING ROOM 8'-8" CLG 8'-8" CLG 1 19'-4° 1 FLAT SOFFI 121-8" _ @ T-4" O � � CV 1 16070 GARAGE DOOR *25 SH 2'-4" 1 16'-0" 21-4" 8'-8" (37"x63" EGRESS) 5'-4" ol 20'-8" 5'-4" 14'-0" 40'-0" (�D FIRST FLOOR PLAN w a�a , o0 Uuj m F, U) 2 U) Lo c'') coU) Low N 0 _ w o b 0 o 00 W 3-SIDED ACRYLIC SURROUND - 34"x60" ACRYLIC SHOWER PAN 0 00 N LEGEND SYMBOLS 4A BUILDINGAVALL SECTION SF�T MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �47 ELEVATION STEP BRKX FLOORING BREAK WALL TYPES - 2x WOOD/STEEL FRAMED PARTITION 0 INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS E.O. i E.O. ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WIIVDOW HEAD HGT. AT 8'-0" U.N.O. .� cz Qp °c O n Q o 2 Q 0 0 Z 0 � a O O a, p �cn w l jA OEM w CL Z O rx U) irI c 04 w �55 � C ° ° No 77824 STATE OF COMMUNITY; LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET Alel SCALE; 1/4"=V-0" -I,T11�1 11 : -SF—IF ---F-7T--T— —,-r---- - - 12 5 L_---'/ 1 F_ -Q OP .Y co I� 35 SH REAR ELEVATION SCALE: 1 /4"=1'-0" 4" WIDE STUCCO BAND (+1) 6" FASCIA (TYP.) 4" WIDE STUCCO BAND (+1) Y STUCCO FRONT ELEVATION SCALE: 1/4"=V-0" ROOF SHINGLES PER COMMUNITY 5:12 SPECS. (TYP.) 0 12 5 T.O. MASONRY T.O. WINDOW 11 6068 SGD "35 SH TEMP FIN. 1 ST FLOOR - — GRADE —BLDG. HEIGHT 5:12 2 4" WIDE STUCCO 5 BAND (+1) ROOF SHINGLES PER COMMUNITY SPECS. 3 (TYP.) —T.O. MASONRY 4" WIDE STUCCO BAND (+1) d 1 6" FASCIA (TYP.) M - EJ T.O. MASONRY - ^ T.O. WINDOW FOAM LOUVER DETAIL 3 SCALE:1/2"=1'-0" GARAGE DOOR 41 _ STUCCO BAND GARAGE DOOR DETAIL 2 SCALE:1/2"=1' 0" 4„ STUCCO BAND +1 +2 18" FOAM LOUVERED SHUTTER WINDOW 4" STUCCO BAND a +1 WINDOW DETAIL SCALE:1/2'=1'-0" PAINT AND FINISH SCHEDULE I 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 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) ,~ cz Qp cz o O � � H 0 0 Vl Z O I I� N W 0 W 0-i U) w W w 0� MMEr cts U) z w 0 �i �...1 LL CL _O U) W 0 �- U Z uj L55 G .d A a � No 77824 �STATE OF NAL COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED; 6I1/21 SHEET A291 4" WIDE STUCCO BAND (+1) —I 911 12 5 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) *25 SH *25 SH 35 SH 4" WIDE STUCCO BAND (+1) RIGHT ELEVATION SCALE: 1 /4"=V-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5�/ LEFT ELEVATION SCALE: 1 /4"=V-0" 5:12 0 12 5 911 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) PAINT AND FINISH SCHEDULE I KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE BODY COLOR 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 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) c 0 co 0 � Q Q O O O 0 O I� low cn w w j w w � w a U) A U) w a 0 U W � O N O Z U) 04 U o ,07 s s a 77824 ,♦e e e * e e + of a e ♦ STATE OF i, 11110 COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET A2s2 I"U..!I I I:I ANt illi 11 to 11 dm A 11. 11r Ll 1.cfl LIEL htll „II�i .V _ _. __ ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2737 SQ. FT. 1314 SQ. IN. UPPER VENT 40% NET VENT MIN. 526 SQ. IN. UPPER VENT 50% NET VENT MAX. 657 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 762 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 116 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 ROOFPLAN SCALE: 1/4"=1'-0" O O � � 0 0 0 Im N i^ O a U w O w w. O OEM" a. U) w a 0 R U c W c Z O ui r, in o s No 77824 1 / 1 1 / � 1 , 141 STATE OF ; a. I O R �ICe= /ONAI.. .COMMONM LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET A3. I INSULATION PER EN MASONRY )_WINDOW FIN. FLR. FOOTING FOUNDATION PLAN (�,)BUILDING SECTION SCALE: 1/4"=V-0" J lm� BUILDING SECTION SCALE:1/4"=V-0" ).MASONRY ). WINDOW :IN. FLR. It' O n 0 Qo H 0 0 �i 0 M..il � MJ w cn cn 0 w z w w Q w a� 0 a U U W 0 Uw Z O I.. 4I C 1 e No 77824 � � a e o MapSTATE 0 O d e � fP ®`s/s Y f�ORI ® L COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED; 6/1/21 SHEET AS* I 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 TOP OF C.M.U. (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 k% TRUSS - REFER TO MASONRY LINTEL, SEE STRUCTURALS STRUCTURALS TYP. GABLE END DETAIL SCALE: 1/2" = 1'-0" 1-STORY - MASONRY WALL ROOF SHINGLES OVER HUUI- SHINUU-b UVEH i RnnF cNmiri Fc nvFR TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II 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) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF � 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 �nnnno, STRUCTURAL. STRUCTURAL. TOP OF C.M.U. OIL TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE EL V. E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER 1 x PT DRAPE BLKG MANUF. SPECS (8" TYPE 'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT FROM HOUSE DRIVEWAY PER COMMUNITY BASE BOARD GARAGE SLAB, 4�� SPECS SEE STRUCTURAL e �� FIN. FL. SLOPE SLOPE OAw IL FIN. FL. TYP. 1-STORY WALL SCALE: 1/2" = 1'-0" 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. GRADE FOUNDATION PER STRUCTURAL DRAWINGS GYPSUM WINDOW BOARD z 5 3 1/2" a. w GARAGE a �i ELECTRICAL PANEL CV co co CONCRETE `v CURB REFER TO PLANS GYPSUM BOARD 2" GYPSUM — BOARD NICHE FOR - ELECTRICAL PANEL & WIRING ELECTRICAL — PANEL EXTERIOR CMU BLOCK WALL CONCRETE CURB REFER TO PLANS CONCRETE, SLAB ON GRADE AT GARAGE FLOOR —FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M z a w tV co 0o CU io I lol I lol to I lol I lol o f lol ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" .� c ° G O � 4- o O g� H 0 0 0 cn 0 I�1 i..I O u w U) 0 a U) W w "OEM" j U) U I•••I a w. a. O_ EE U U) LLI C Uw Od r G ., • 77824 e 8 e e e ' STATE OF 04, 4OR44 ��♦ COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET AS.2 z Lo T "L" FLASHING SCALE: N.T.S. "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER I ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) �E AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ,AP SHINGLE - DO NOT NAIL, qSTALL WITH ROOF CEMENT IOOF CEMENT ►HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY G 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. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH, FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD 0 FOLD INWARD @ PT. A CrCm r U U 0 FOLD @ , „L_La 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 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 J FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE (��( � V 0 M ¢ 0 0 0 (n mi h� In w Or A 0 Z MJ CL LLo cn O w O w w m ommo IL U) � w 'Q 4., 0 Ea ox (41 Z: Uuj 0� ro x£ a ' No 77824ce m 0 f STATE OF .° .. COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET wpi ELECTRICAL METER (V.I.F.) A/C DISCONNECT b/ GFWVP FIRST FLOOR ELECTRIC PLAN SCALE: 1 /4"=V-0" 2" PVC CONDUIT 2-2/0 COPPER OR COPPER 0OR 2-4/0 ALUMINUM 1504MP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE Tb _::d 71 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH < FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE K� WALL MOUNTED INCANDESCENT LIGHT FIXTURE •O'Vp VAPOR PROOF LIGHT FIXTURE 4pc. LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE g EXHAUSTFAN v EXHAUST FAN/LIGHT COMBINATION 0 CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) cn+ COMBINATION SMOKE / CO2 DETECTOR sc SMOKE DETECTOR b TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (p ELECTRIC METER AWL ELECTRIC PANEL DISCONNECT SWITCH JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 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 2O20 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 2020 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 N n O .' Q O �i H 0 Q 0 0 � Oa o O �...� U) w w U)a M u IL U) MEMO w w w 0.. O_ r w En W 0 Zuj O� r o 0 < < < < < COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET Elel SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" s CID a' O O d' 0 0 Z z 0 o o � a a w w w- �. •z �. . w c a m< 9 (a 44< w wi (n CL 0 r- a rx U) W z Z 04 � o az aaaaa COMMUNITY: LINKS @ CALUSA SPRINGS PLAN # 6120 RELEASED: 6/1/21 SHEET p 1 1 0 MABONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4J.� i- MIN. (1) COURSEWW i L4J�- MIN. (1) GOURSE/BOND i i BEAM ABOVE LINTEL BEAM ABOVE LINTEL GROUP GROUT BOTTOM REW � �Q, I� PRECAST LINTEL W � a �9PREGA5T LINTEL W -#� EMBEDDED REINF. z t- EMBEDDED PEW MB-1 MB-2 -- I 'L21+, TOP COUR5E, IF I i + �- TOP COURSE IF I L4J i REQ'D PER ARCH. i i REO'D PER ARCH. TOP REIN. OR CONT. GONT. BOND BEAM BOND BEAM REINP. REINF. A5 REQ D Z C-RXT GROUT BOTTOM REINF. BOTTOM REIN. ---' PRECAST LINTEL w/ •rg PREGA5T LINTEL W EMBEDDED REIN. EMBEDDED REINF. MB-3 N MB-4 MABONR*' LINTEL DETA I L5 REINFORGEMENT MARK DE5I6NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 SF8-05/OT ----- ----- MB-2 8F8-IB/OT - -- (1) #5 MB-3 5FI6-IB/IT (1) #5 (1) #5 M15-4 6RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P855-1 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH YW DIA. x 23/4" LONG TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER It HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE OE5167N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p51:....... FOOTIN65 2,500 p5i:....... SLABS ON GRADE (INTERIOR � EXTERIOR) fy = 60,000 psi ...... 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 FIN15H GRADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A a5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX %` AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE S. GMU DESIGN 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 ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOGAT ON5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (1" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS P0551BLE (1:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEC F I CAT I ON5 (T1'P. U.N.O.) DESCRIPTION OF B1-06. ELEMENT 3"xO.131" NAILS 3"4.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAIL5* 50LE PLATE TO JOl5T/BLK6. (5) NAILS o 4" o.c. (5) NAILS ® 4" o.G. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 6" o.c. TOENAILS ® 6" o.0 BLK'G. BTWN. J0I5T5 TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS INTERSECTING WALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE Ith EDITION (2020) FLORIDA BU I LD I N6 GODE (SECTION 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B HIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR $ 5HEAR HALL 5HEATH I NG 5PEC I F (CAT I ON5 INDICATE5 LOGATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED W/ 2Y211xO.131" NAILS ® 6" o.G. ALON6 PANEL PIL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 212"xO.131 " NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2K"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDOE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.c. 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.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL GON5TRUGTION REQUIREMENT5. 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 FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PROOUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 32i(b SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THIGK, APA RATED SHEATHING .1 EXPOSURE 105B OR PLYWOOD PEl AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED. Window � Door AIIoWable Wind PreS5ure5 03 40 MPH Wind Zone Ex o5ure 13 OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +I8.5 P5F/-20.q P5F 16' Garage Door +I1.1 P5F/-Iq.l P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT, +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 FSF/-11.6 PSF +15.8 P5F/-11.6 P5F mEnd Zone Is defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®PreS5ure5 have been derived from 2020 FBG Table R301.2(2). ®PreS5ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pressures above by a factor of 0.6 for ult. pre55ure5. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. ' ROOF SHEATHING SHALL BE 1/16" MIN. 056/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/6"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRU55E5 W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING ALONG PANEL EO6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"xO.131" NAILS 0 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD 5TUO WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOAO5 PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGENi� • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :1 EXTENT OF OVERFRAMIN6 •-----m - - INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES ' DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING STAIRS $ DEGKS) = 30 P5F ® SLEEPING AREAS = 50 P5F ®. GARAGE = 200 #POINT LOAD 6UARO5/HANDRAILS = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED RI5K CATEGORY II GENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS If 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 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/16" 05B FASTENED W/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"4.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3)12" TRU55LOK 5GREW5) a 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 If 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUO5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 @ 24" O.G. FLOOR FRAM I N6 • I-JO15T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • 1-JO 15T/TRU55 SHOP DW65. SHALL BE 5UBM I TTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR SHEATHING SHALL BE 25/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS b" O.G. AT PANEL EO6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTE5 ' (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB W/ (3) 3/b" DIA. x 5Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJAGENT WALL5 W/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal:€tt11�f< ® No 77824 °o STATE OF © copyrigh t kp strmy,U A N jWrA, Inc. 0CD z z _J W w z z W J a z� WOC JF- z W 0 CO) W 0 rn a 9CIE, A4. C. c za m E Q' 0 CD o Lh m o N M d M&K project number: 068-200 1 1 project mgr: drawn by: issue date: REVISIONS: JSB MJT 05-28-2 1 ■ date: initial: ■ sheet: 'Q Q 0 J i L, W z a W J r1< V N 'd N U? I~ � 0 J J SW0.0 40-011 L G ND seal: "�•., a 21'-4" 15 _E " ® INTERIOR BEARING WALL ro' of No77824 HVAG 2 PATIO 5LAB: 3 y2" GONG. 5LAB ON 6RADE (2500 P51 MIN.) W/ bx6-W1.4xNl.4 MESH OR FIBER MESH ON WIDE TURNDOWN EXTENDED GONG." MIN. � _ _ _ = BEARING WALL ABOVE 12" • � BEAM /HEADER nn *rr /q�^� _ �TA +t O UNIT 5D-I �a`ki ` \q5% GOMPAGTED FILL OR VIRGIN 501L. BELOW 6RADE • � � � LOCATION AND EXTENT OF SHEARWALL o� PAL vm°€iL` ©copyrig`t`+f'1�I�II� I:: ; : ; : ; :: I EXTENT OF OVERFRAMIN6 Structura Engineering, Inc. • • • • • ---------3y �---------� STEP" 2 _ z N I - •w INDIGATE5 1/8"xl" 5AW GUT CONTROL JOINT °; I Q- I INDIGATE5 LOCATION OE REINFORCED GMU GORE LU Z o o, z (5EE NOTE5) W I I 3 y2 STEP � � METAL HANGER � • �� : • • • • • IWEMN INDIGATE5 P05T ABOVE. PROVIDE 50LID � ¢ o L — — — — — — — — — — BLOGKING UNDER P05T OR JAMB ABOVE. A n 10" or- REFER TO 5-0.0 FOR TYP I GAL UJ E 5TRUGTURAL NOTE5 i$ 5GHEDULE5 J = a a A Jz Vo 5.6.D. RECESS PER 0 MANUFAGTURERS • IN5TRUGTION I C y m LU M a M&K project number: 068-200 1 1 r- I � I project mgr: JSB I � I drawn by. M,J'"j-' NOTE: REFER TO BLOGK I PLAN FOR ALL DOWEL I issue date: 05-28-2 `j LOCATION DIMENSIONS. REVISIONS: date: initial: JUN Q 12021 0 2 I I• 2 0 • I � I � � RS I I � I I � 201_'0" 20'-0" OF --3y2115TEP------- I I • 4 4 5D-I 5D-I I < I I 0 3 Y2" STEP o 0 6ARA6E SLAB : i— I 5 y2" GONG. 5LAB ON 6RADE I I �i • I (2500 PSI MIN.) W/ 6xb-W1.4xNI.4 I 7 MESH OR FIBER MESH OVER 6 I 5D- I I w MIL. POLY ON q5% GOMPAGTED I I _ I FILL OR VIRGIN SOIL. 3 y2" STEP- — � I Q Z 0 5 ..�... , ......,.....» . �. _ ,.... I I 5D-I I I Lo . W U a I I I N U)----- ---------�--o ---- ----J V-1 „J J -------------------- sheet: 3 2 5LAB PLAN 5D- I 5D- I 20'-8" 5'_4" 5D- I 14'-0' I SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8"=1'-O" (110 SHEET) hM 1.0 40'- " __ i II I.., . i... , ii ,wa.—..n II 7L n ]'I , I L q I'l I I hl I LLI I i.I, uaA i, I tli-J ,LL I .,dw:1 I, 11 d � Ili I.' I LEGEND seal: ,� %� • ® INTERIOR BEARING WALL e * • _ _ _ _ BEARING WALL ABOVE -- ��q , :', ST%�TE fit` ,• %td '� "a 5'-4" 4'-6" 5'-q" 5'-q" " 6'-2" 3'-2" 4'-6" 4'-2 ° . BEAM / HEADER .✓ s �'�� ; °,�tOWO -' �'� Z\ MB_I p LOCATION AND EXTENT OF 5HEARWALL 14 At ©copyright1(li Structural engineering, Inc EXTENT OF OVERFRAMIN6 C0 �o •� INDICATES I/8"xl" SAW GUT CONTROL JOINT Z °U w Z INDICATES LOCATION OF REINFORCED GMU GORE ED a � rn (SEE NOTES) z a LU MB I MB I J L METAL HANGER L + ❑• ❑• ❑• ❑• ❑• QCD INDIGATE5 P05T ABOVE. PROVIDE 50LID _ ¢ Eo BLOGKIN6 UNDER POST OR JAMB ABOVE a MASONRY LINTEL DETA I L5 W C REINFORCEMENT m� = a E MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT Q I---oo • ❑ Q MB-I SF8-06/OT ----- ----- 0 z V p o MB-2 8F8-IB/OT ----- (I) #5 C CA u M 6 O MB-5 896-I15/IT (I) #5 (I) #5 LL C N M +z O MB-4 6RFI4-15 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PRECAST GO., 7 AND LOTT'S GONGRETE. NOTES: IV • 0 I. ALL LINTELS W 5PAN5 GREATER THAN 14-0 SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. M&K project number; _ 5. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. - 76 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. i 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k51 068-200 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. project mgr: J S B 7. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW drawn b MJT MASONRY LINTEL A55EMBL I ES issue date: M O 2 21 N N 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO REVISIONS: fn rf--h rr'--Ti MIN. (1) COUR5Ere010 '�— MIN. O) COURSF,/WND L4J i BEAM ABOVE LINTEL i L4 J i BEAM ABOVE LINTEL date: initial: 0 BOTTOM REINF. w ... ' PRECAST LINTEL w/ I PREGA5T LINTEL W , ET 1$EDDED REINF. �I EMBEDDED REINF. _ cn c� MB-1 MB-2 �j r m • _21 �j rr--�i I i TOP GOW—AE, IF , IF L4J m i L4J}i— TOP COURSEEQ REQV ARGH. �___-' RD PER ARCH. PER CONT. BOND BEAM TOP REINF. OR GONT. REIN. A5 REQD BOND BEAM REINF. Z GROIJr 6ROVr BOTTOM REINF. ^ ` • ❑ O BOTTOM REINF. ... -'� PRECAST LINTEL w/ nl � 1 a■ 1 PRECAST LINTEL w/� EMBEDDED REINF. i-��i- EMBEDDED REINF. �y '�I MB-3 MB-4 a REFER TO 5-0.0 FOR T'rPIGAL 5TRUGTURAL NOTES SCHEDULES m 0 O rn I d 0 SIN R 31-0 MB-1 w = I Q r ❑• _I � m z to m MB-I _ 0 0 _ - - O .-.� CAI U? MB-3 -I MB- I H z RIME[ .. a 0 � 16'-oil 2'-4" 5'-6" 3'-2" 5'-4" sheet: 5L®GK FLAN 20'-8" 5'-411 141_011v I SCALE: I/4'*'-0" (2244 SHEET) 40'-0" SCALE: 1/6"=1'-0" (I10 SHEET) Fo42.0 REAR LANAI DROPPED BEAMS: —� �IMP�,nf`I Rr.dG, �.4P FASTEN INTERSEGTIN6 DROPPED BEAMS TO P05T PER DTL U/5D-2 ABA46Z BASE LEGEND • INTERIOR BEARING WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMING *— -- —INDICATES I/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. R00� FRAMING PLAN ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/6, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EGUIV) ® 6" O.G. AT PANEL EDGES 4 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END � DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS 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 GLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55 MANUFAGTURER, UNLESS OTHERWISE NOTED. ' ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S 5G51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DWGS. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® I6" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF G 1 RDER TRU55 BEARING ON ALL 51 MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETA16 .T FLUSH 6. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS GONSTRUGTION". M6K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 8 SCHEDULES seal: \\N A STATE OF ; 40 zZ ON © coPYriit t�11Ffll� StruAdrdt�n veering, Inc. LD Z JLU W LU z z z w U ZF- W� T �Z W G y W M&K project number: c C a CD 1 Q ..I.- an E m A CD :2 0 Y 2 M 0 N M M 068-2001 1 project mgr: JSB drawn by: MJT issue date: 05-28-2 1 REVISIONS: date: initial LL 0 0 sheet: J W 0 2 0 N NL 1—' 0 J Q 0 J LL, Z ixx IL W d J U U) e z 1 SCALE: 1/4"=1'-0" (2244 SHEE SCALE: 1/6"=1'-0" (110 SHEET) Sm 1.3 FILLED CELLS (5EE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER %" FURR STRIPS -PER BU I LDER H. (1) #5 VERT. FROM FT6. TO " TOP VIEW BOND BEAM. LAP WHOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) @ CORNER 50" GROUT GELL 50LID GONG. OR PAVER I GARAGE HALL d ° 4 °° DRIVEHAY j— BEYOND -- 6RADE °7 I I M I 1=1 III1=1 =I —III—III—III. r" -III=III=ail III <d '` I—III=III—III—' m 4�� 6ARA6E 5LAB (5EE PLAN) 1I— f d ° d ._. .d' b ° d I6"x8" THICKEN EDGE H/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL zx 0 '—I:i 11-11 I cY z o I I—� 8" HIDE GONT. GONG. CURB w 6ARA6E SLAB } F(5EE PLAN) �• ° < d III —ICI III=1 1—III I— d 1I—I11=1I1=1II III-IIIIII - IIII-hi=�1) #5 DOWEL W/ 6" HOOK AT I M I I —I' ALL VERT. HALL REINF. 111=� I III=III = IIII I (5EE PLANS FOR LOCATION) 11=III=III—III—I _ GLEAN COMPACTED FILL ® q5% NI TH MONOLITHIG FOUNDATION STANDARD DENSITY - H/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: I'-0" WIDE H/ (2) #5 BARS G�R�GE CURB DETAIL 5 SCALE: � 1) #5 DOWEL H/ 6" HOOK AT ALL VERT. HALL REINF. II 111=1 1=1 _� (5EE PLANS FOR LOCATION) GLEAN COMPACTED I l l l l l l 11111- FILL ® 95* WI TH MONOLITHIC FOUNDATION STANDARD DENSITY H/ (2) #5 GONT. ON GHAIRS 2-STORY: 1'-4" HIDE W (2) #5 BARS 1-5TORY: 1'-0" HIDE H/ (2) #5 BARS POOTI N6 5ECT1 ON W/ BLOCK DETA I L SCALE: NM 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (5EE PLANS) d R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) 71 'III 'III' ='III 'III"I MONOLITHIC GLEAN COMPACTED I 1—III-1 FOUNDATION H/ (2) #5 FILL ® q5% STANDARD HI TH CONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE N/ (2) #5 BARS ENTRY DOOR DETA I L 6 SGAL.E: NTS PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"x8" THICKENED - SLAB H/ (1) #5 GONT. D THICKENED EDGE DETAIL SCALE: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) d' r I EXP JOINT v ml R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) d ° d d d �—III d° a I I=1I I —I I I I a III=1 ' = _ 1) #5 DOWEL H/ 6" HOOK AT III=III ALL VERT. WALL REINF. 1 111=III=III=1 III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED -1 1I 11 I I —III —III I i III-I1 I- FILL ®q5% MONOLITHIC, FOUNDATION TH STANDARD DENSITY WI H/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'4' WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE H/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL WALE: NTS y2" GYP. BD. EA. 51DE OF 2x4'5 a 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF NALL AND SPAGE ® 32" O.G. 2" (6" MIN. EMBED) W-W, STUD PLATE TIES PER ? PT BOT. PLAN ® STUD TOP 4 PLT. BOT. a ° ° ?d . d.. 16 d . (2) #55 GONT. H/ —/ 3" MIN. CLEAR UPLIFT CONNECTORS 5UGH A5 STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJEGT TO A CALCULATED NET UPLIFT FORGE. NALL HHIGH REQUIRE SUCH HARDNARE HILL BE SPEGIFIGALLY NOTED ON PLAN. GARA6,E STEP DOWN DETAIL %AL.E- NTS 8" GMU FROM • ►� BOND BEAM.i ►i FOUNDATION DONEL MIN. R• • r W a .� ♦ �, RAPE R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) =III=11 11111111 1- PVC, CHASE 5LEEVE TO BE =1 I 1=1 I 111=1 1=1 THIGE THE DIAMETER OF � I III —III —III —III I_ —I 11- PROTECTED PIPE I I-111 III —III —III- GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY HI (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE NI (2) #5 BARS GHSE DETAIL 8 SGAL.E: NTS MMMM seal: ��,��G. P''�i�� • r_ No 77824 o STATE OF : 441 ,, =q 00 �♦ © copyright :/M( Vt i4 K(IIL�\\ Structural Engineering, Inc. 0.z Z _J R w w Z_ o Ca Z w CL J Q � Z A n �a � C W i— 22 Q Q • JZ CL) CD W y � o y m W C N cc CY) O. Ivr M&K project number: 068-2001 1 project mgr: J S B drawn by: M,JT issue date: 0 5-2 8-2 `j REVISIONS: date: initial: r~ RS Crz 0 8" CMU BLOCK 0 BEYOND R4.1 FI-FOIL OR EQUAL _J U. EXTERIOR DOOR OVER /4 FURR STRIPS -PER BUILDER MTL. THRESHOLD SET IN SEALANT HOUSE 5LAB ,...� UJ C� PORGH/PATIO/LANAI (5EE PLAN) T�, T IJ..I Q Z SLAB OR PAVERS (5EE PLANS)(n Q O ° a PER MANUF. —_ El —II11 fY —IIIa I —I II—III=1I I- I I = III —III —I � I 0 co — �R a —I m III I I d 11-1 I I — III- W � w � III �I' � I �=1 11=III=III=1 —III —III I I II � ,- MONOLITHIC I I_ W U GLEAN COMPACTED FILL 0 q5% STANDARD III =III=III HI TH FOUNDATION H/ (2) #5 CONT. ON CHAIRS Q I—' DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" HIDE w/ (2) #5 BARS 0 I -STORY: 1'-0" WIDE 0 -- H/ (2) #5 BARS LL IL J J EXTERIOR OUT5N NG 4 56D POURED 51 LL5 DETAIL sheet: SCALE: NTS SD, I a FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RING SHANK NAILS 6" O.G. ua LU d �n 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. S" REINF. GMU WALL _J -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS ROOF TRU5 -SEE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TRUSS 4 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM I E-1E_ I ON/4"=1'-0" i SHANK HIP 61. 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x %" TAPGON ROOF TRUSSES (2)3 Y2"x0.131 " -SEE PLAN — 2x4 @ 16"o.c. FASTENED - TO 6ABLE END TRU55 w/ (20'xO.131" TOENAILS. 6ABLE END VERTICAL WEB REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FA5TENED- TO BOND BM. W/ Y2" DIA. ANCHOR BOLTS @ 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILIN6 - 2 Y2"xO.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w Y4' DIA. x5v2" LONG 5D5 5GREW5 ® 16" o.c. PROVIDE M015TURE --/ BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF) 8" GMU BOND BEAM w/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 FASTEN SHEATHING TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RING SHANK NAILS @ 4"O.G. ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO,ROOF 2x4 BLOCKING w/ (3)3 Y4'xO.131" TOENAILS EACH END (4) 3 Y4"xO.131" NAILS I IX L--2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOCKING ®4i? SPACED 4'-O" O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRUSSES -GUT TO FIT NAILS ®12" O.G. TIGHT BETWEEN TRU55 BOTTOt (NOT REQ'D AT TRU55 HEIGHTS CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ®6" O.G. 2 SECTION 5HT6. TO HIP �.113" RING P 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRU55E5 FASTEN EACH OVERFR vx TRU55 TO TRU55 BELO FASTEN BOTTOM CHORD OF C7.NTH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM H6AMIOKTA CLIP a 48"0.6. VERT WALL REINF. TO (1) #5 BARS GONT. (CONNECTOR INGL'D IN PAGKA6E) EXTEND INTO BOND BEAM VERT WALL REINF. TO 8 REINF. GMU WALL EXTEND INTO BOND BEAM -SEE PLAN FOR VERT. SECTION 4 HORZ. REINF. 5PEG5 SCALE: 3/4"=1'-0" d SECTION _I SCALE: 3/4'=1'-0" BOND -BEAM _ ___—GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MABONRY PIER DETAIL L SCALE: NTS TRIPLE WINDOW SIM. BY WINDOW/DOOR MANUFACTURER TYP I CAL OVERT RAM I NG CONNECTION DETAIL SCALE: N.T.S. NOTES: PROVIDE 50LID SHIM BETW'N TRU55 4 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 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS SECTION 3 SCALE: 3/4"= ALL LAPS IN MA50NRY 25" - RUNNIN6 BAR SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 w > PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS LOCATED LE55 THAN 1 Y2' FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2° FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAILS ® (b" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF15 FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2"x0.131" NAILe 3"O.C. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SECTION (1) #5 IN BOND BEAM ------- ------ --- w } PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORCEMENT PER PLAN TRU55E5 PLAN T CONNECTOR SCHEDULE WALL REINF. <TEND INTO fl BEAM MAIN ROOF 51-'EATHIN6 (1) #5 VERTICAL IN GROUT FILLED CELL 46 P.T. PROVIDE (1) (IF REOV PER PLAN) P05T 51MP50N L5TAI8 STRAP ON EACH 91 EXTERIOR FACE OF POST, 4" MIN END LENGTH 4 BENT CORNER BAR DROPPED BEAMS MAIN ROOF TRU555 GROUTED CELL PER PLAN I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3i N4" TAPGONS 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN TH15 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAILS STAGGERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2"x0.131" NAILS ® 16' O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. H W I NDONDOOR BUCK DETAIL SCALE: NTS TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL SCALE: NTS 2x6x12" OR Ck OF OPENING 2X8XI2 P.T. I CENTER BUCK�f�I NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND 51ZED PER NOTES Q�PERT WN�0E: EINPORCING DETAIL NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE IN5TRUGTION5. FUTURE 8 GMU BLOCK #5 VERT. BAR TO BE CL %8" DIA. ANCHOR DRILL 6" INTO EX15T'6 I LOCATED PER PLAN SLAB, EPDXY 4 DRIVE IN GROUTED CELL #5 DOWEL, PROVIDE MIN. I 2X4 P.T. TOP BUGK 50" LAP SPLICE I N I I 2X6 OR 2X8 P.T. BUCK I EACH 51DE OF OPENING J. -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER I ° III=III-III=III=1 PROVIDE (5) 3/" DIA. J-BOLT W/ 5 y2" GRADE III—III=III-III=III. EMBEDMENT AT EACH DOOR BRACKET, -III-III-III-III ° . I I-III-III-III-i EACH SIDE OF DOOR. PROVIDE 1-Y2" x3�(e' p a I —I I I-1 I MICI—ICI—ICI 1 � 1—I I I —I I I_ THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV CURB REST EQUALLY I -III -III III— I — REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"= I'-0" seal;No 77824 El Wv 4' �STATEE OF {` + 14'yJ © copyright�`/9}t�l'PLP ��q���i�• Struct rai rigi4� `g,�Inc. aC0 z .J w W Z c CD Z rn z Q w o. + < J � .n Z= . c� �d zi _ tm_Q UJC/D J- Q� Z M 0 W � c � 4 y m W C N OC M M M&K project number: 068-2001 1 project mgr: ,JSB drawn by: M,JT issue date: 05-228-21 REVISIONS: date: initial: 1 JUN 0 1 2021 1 SEE DETAIL I ON 5TRUGTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE -FA5TEN EA. ROOF TRU55 TO GMU w/ SIMP50N M5TMI6 TWI5T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 �--� iQ - PROVIDE M015TURE BARRIER PLATE (PER TRUSS MANUF) @ f--+ i,T W EACH TRUSS. - PROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO ROOF TRUSSES @ EVERY OTHER BAY 0 FASTENED TO GMU w/ (3)A" DIA. x 3Y2" LONG TAPGON5. FASTEN BLOGKINC TO ROOF 0-1 2 TRUSSES w/ (2) 34"x0.131" NAILS @ EA. END. SPACED APPROXIMATELY 24" O.G.) ;- 111= p RETROP 1 T DETA I L �—' w -0" START BOLTS AFTER FTER 6ARA6E CURB (8" MAX) GARAGE DOOR BUCK DETAIL K SCALE: NTS M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE � J LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: SD 2 iIerv: iutiJ::"u 1snui57fJ.w,A .. ,_AL '' I L.,. i F__ T_F_', I 1 I�IaRM1�i�19�If �E�1fl�I11A1l�IflIfl�1R�l �!fl!fll®IAll�i� 19 C