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HomeMy WebLinkAbout7020 Shelby Lynn WayE. rl ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 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 130ARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB TM �vn�nl�n Comp"nles, 90 Matawan Road —LLC- Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" 7020 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 0'0*6 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION:l ELEVATION 1 ST FLR A/C 2ND FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL UR 968 SQ. FT. 1353 SQ. FT. 2321 SQ. FT. 36 SQ. FT. 386 SQ. FT. 120 SQ. FT. 2863 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS WP2 WATERPROOFING DETAILS E1.1 FIRST & SECOND FLOOR ELECTRICAL PLANS P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING Cr)oE, NATIONAL, ELECTRIC (`,-)nE, AND THE CITY np ,,r.pt41ft,�HILLS OI�INANCEI REVIEW 21 CITY O1= ZEPH , RHIL PLAN EXAMINER Iz W �. _ T o°� >�0 Q LU C) �U W w Q::)wF' CLU)Ww Z)(rcccc '0�OOv) z z z I— w U) Q J J W cl- _ ll Z)=ZILL U) �I_QZ� q) cz o a� 0 O cts ►j z, two w t) w A 0 x U) z o wA 0 0� U Im w w oh: Or in W 0 O� On O �C5 aaaaa NOV 2 2 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11119121 SHEET cs I z n z J z A 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. 12HORIZONTALLY 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 REQUIFEMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION Rl 003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.1 1.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.1 1, 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: l.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. WHERC- 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. f%_Ar2Af%_00. 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. R31 0.1.1 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: I . 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. I . TYPE 1. 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 Il. 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 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 Cl 178) FIBER -REIN FORCED GYPSUM PANELS (ASTM C1278) NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM Cl 288 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 Cl 281, 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: l.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. 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 11 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 11 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 I 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 SHALLHAVE 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 FRSArrRI 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 Ml 502.4.5.1 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 NOTBE 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. G 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 (a LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION L2*�) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY 41 o-,o. FLOOD ZONE REQUIREMENTS: 10, oo, 0 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. F- w W z 0 1: 0 >_ F_ Ill z 0 > cr < 0 III ::) C) F- Ir w a U) 0 �: w Z) w CC < 5; _j (n W W 1= 1= cr_ y 0 1­- z .6 LL 0 0 z z z F w cr U) < Z < w a: fr r -i cl) in 0 Z LL U) < �z c 0 z� (� i 3r. < o U) W he 0 u Z 0 to W z w (9 w 2 w z 0 u tn ILI C3 U) z 24 OF I N COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET CS2 2 CV O N C r, c u c c ROOF BELOW J I \35'-0" y 1 3'-6" 9'-41v I 22'-2 1 W ncn..cn" wr.nv� �n n nmrn ennv� �n *3050 SH *3050 SH 1 *3050 SH (36"X60" GRESS) (36"X60" GRESS) i I (36"X60" GRESS) 4'-10" 9'-0" , 15'-7" , 5'-7" ROOF BELOW ! 35'-0" al SECOND FLOOR PLAN SCALE: 1/4"=1'-0" 2 0 0 co (V O N C d Lf FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE 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 STAIR DIAGRAM Io° STAIR CALCS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 — — Q TYP. RISER HEIGHT 7 11/16" TREAD DEPTH foil NOSING I SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED RCS (c� 16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. [BASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR 1 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 OB INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NQi�1R�i OTHERWISE. ,�"G. FRIt/A, � o OC i • :w O0 0 jk 9 a ♦O ��'.#:, S s 1 U N N\ t� ,1��11 lY W } 2 T_ �00� } > oc Q 0 WpF- U) 3: W Q = W F— Ir 2 FF_ ��frLE Y O F— z ,d LL 0 0 C6 Z Z Zcf) ~ J Z w Q CL cc J W p 00 Z:)=ZLL(_n �F—Qzp N c �v Q O O F_ � Q Q A Z U) O U 0 u 1-i w in00 to cts 0 O O O Q� J w x w 0 R cn W U) Zw 0Fn- mZ aaaaa NOV 2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 11/19/21 SHEET A191 1 1 1 11 1 I I HI I I I I I 1 I I 0 r, WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" , WINDOW SILL DETAIL SCALE: 3/4"=1'-0" 1'-10" SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 4" WIDE STUCCO BAND (+1) 6" FASCIA 4" WIDE STUCCO BAND (+1) 18" DECORATIVE FOAM SHUTTERS 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT 12 22"x38"STUCCO 5 5.12 12 PANEL DETAIL ROOF SHINGLES PER COMMUNITY SPECS \ 12 / 5 12 (TYP.) SLOPE 5:12 5 - 4" WIDE STUCCO BAND (+1) N 3 rr-= � 6" FASCIA T \ i - T.O. WALL_ lo I I 18" DECORATIVE FOAM I I SHUTTERS -- - -- - 5 I 2 4" WIDE STUCCO BAND (+1) - o l) CVci _ 6:12 ROOF SHINGLES PERLo *3050 SH CV *3050 SH CJ 12 3050 SH 1 COMMUNITY SPECS (TYP.) CV N 6 4" WIDE STUCCO BAND (+1) T.O. 2ND FL T.O. 2ND FL --- - - I -- -- -- co T.O. MASONRY Y o0 — T.O. WINDOW ------------------ FT Fl 1:1 m � I 4" WIDE STUCCO BAND (+1) _ I o - 00 co 12x12 COLUMN ` 00 D El El F—A F7 D 11:1 El I *25SH - FIN. FLR. ILI _ - 16070 GARAGE DOOR 3068 FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE 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) , SHUTTER DETAIL SCALE: 3/4"=1'-0" SQUARE COLUMN DETAIL SCALE: 3/4"=1'-0" W _ !Y �0>- >o ao WOF- c� U W W QZ)WF, � W J W crIr Y O F- Z �11100C/) Z Z Z ~uj _Z W CL 2 !r C- Z) = Z WO MF-QZD cz-cz n 0 � a H U) z 0 O I-1 O O w u j o w (D I� 00 O >� O cts A z o w O_ U tn W U) Z O d I... ( o � aaa �GENS� ... �� s 0 T :s OF �. L24 iMMMU-NITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 11/19/21 SHEET A201 c n LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 12 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) !Y W Wz0= 0 >o ao W ❑ F— cnUWW Q = _W F- CC _ � J m it v 0 F- Z .6u-00cf) ZZZF- Z_ W�Q2J W C-=crLL �C/)❑oU ❑T:ZLLW �F-¢Z❑ cz' g n V cc r Qo O �i H U) 0 0 Z 0 O u 0 W 00 w 0 W 0 I� _ ~ U) A w w 0 w U) W 0 N Z 0� � o zQQQQQ r ;r- e cA V 2 2 2021 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET A2.22 -1 11 "I I I fill I I w ROOF PLAN SCALE: 1 /4"=1'-0" co 6:12 m LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 IS SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 1 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. FT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 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 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 G. FFi/4 .`� 4' �GENSF �. 4 O TE OF 8 P S,S /0 A; W ti �OOF- } 5; cr Q o W:DOF- U) U W � Q�WF- J U) W W Z3IYIrT_ °6ZZoW wCL¢¢12a 212 _ ZOW((n �F-QZO • co N n i 2 I I i 0 i I i i i 0 i If•M � O a 0 00 0 0 0 i A w w 0 r w th W N O Uo 6 aaaaa w 411 %AOV 2 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 11/19/21 SHEET A3. 1 Z L Z D J Z .0 cn 0 fr w O X w H O 0 z a FA 0 n STAIR SECTION SCALE: 1 /2"=1'-0" 1 X8 CAP (RIPPED) CASING r BY SPEC \ GYP. BD. M y 2X4 KNEEWALL iX SKIRT BOARD BASE BOARD ::� 2 4 PER SPEC. DETAIL 1 e ^ SCALE: 2X4 SPACER N.T.S. 1A IX8 CAP `--� (RIPPED) CASING BY SPEC. GYP. BD. f i STAIR STRINGER t 1' 2X4 KNEEWALL 2 4 2X4 SPACER BASE BOARD BESIDE STRINGER PER SPEC. 1X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= V-0" SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1"= V-0" ATFOOTOFSTAiR ����,,�5 G : •FA •G E N S • p 78� • T �' S •��Q'�F,c� O R Ir w } 2 cr- �OOF=— 5;cr<0 LU Z) 0 F- cnUww < Z) F- _ J > cr Cr- Ir Y 0 F- Z �Ii00� Z z 1- w oC< < 2 -1 W�2IYg _3cn000 Z)=zLLU) �F-QZo ~ Z Q 0 0 MEW < u o w m W 00 0 O a o A � w 2 w O r w U) W U Z O w d �o MZ aaaaa i� F 2 2 2021 MUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEAMD: 11 / 19/21 SHEET A4. 1 to n / HALL SCALE: 1 /4"=1'-0" 1 A5.1 12 12 5 I 5 PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. 42" LOW WALL TN \ 00 \ \ CL 12 5 MECH I ! LOFT ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) CONCRETE TURNDOWN, SEE STRUCTURAL DRAWINGS, TYP. T.O. WALL T.O. WDW EXTERIOR WALL \ BATT. INSULATION \ SEE ENERGY CALCS _ o N � / T.O. 2ND FL _ ----------- i�r MIS T.O.M. _C) bo ----- T_O_ WDW f Ir w �00>-1=— Ir >QO w Z) 0 F- Q?ww w J w w 5 Ir 0- IY Y O F- Z 06 0- 0 0 � ZzZF-W o[ —i ¢ 2 J w 0- 2 !r 0- �cnpOU Z) = z tL U) �F-QZ❑ co CZ QN cr-C r` Q o F- O Q 0 O (j) O O 0 U U) O u "i 00uiU) o u w ZA O cl 1-i j A ~ w w 0 EE w U) w In Z Oo �. rn mZ aaaaa :CL• :1u lij Ll 2 2 2021 NOV COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET AS, I z LI.I 7) z D J z .0 tw __ I I_ I L I SEE SEE ROOF PLAN SOFFIT AT RAKE (BEYOND) R OF PL SOFFIT AT RAKE (BEYOND) REFER TO PLANS REFER TO PLANS FINISH PER PLAN _ .. FINISH PER PLAN 7/8 STUCCO OVER LATH 7/8 STUCCO OVER LATH -" W/ 60 MIN. GRADE D PAPER BACKED - — W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB = LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) _ (OR APPROVED EQUAL) BENT METAL FLASHING W_ W BENT METAL FLASHING - - REFER TO "L" FLASHING DETAIL u==_= REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD 2X LEDGER BOARD TOP OF PLATE gik TOP OF C.M.U. (REFER TO ELEV.) _ (REFER TO ELEV.) INSULATION AS 2X ALUM WRAPPED FASCIA INSULATION AS 2X ALUM WRAPPED FASCIA PER SPECS. ;. BD. w/ALUM DRIP EDGE PER SPECS. r BD. w/ALUM DRIP EDGE PRE-ENGINEERED < SOFFIT INSTALLED PER 1/2" (MIN.) CLG. BD. w rF, 2? SOFFIT INSTALLED PER MANUF. SPECS GABLE END ROOF c =, MANUF. SPECS PRE-ENGINEERED r s 2X PT BLOCKING TRUSS - REFER TO %�-, 2X PT BLOCKING GABLE END ROOF : STRUCTURALS .. ��=; HURRICANE STRAP - REFER TO TRUSS - REFER TO ��-� HURRICANE STRAP -REFER TO STRUCTURALS 1/2' (MIN.) CLG. BD. ,. STRUCTURALS.pL STRUCTURALS TYP. HIPPED PENT ROOF DETAIL TYP. PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL SCALE: 1/2" = 1'-O" 2-STORY - FRAMED WALL 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. n PER ENERGY CALCS. PRE-ENGINEERED —1 FLOOR TRUSSES w/ 3/4" SUBFLOOR SCREWED AND GLUED - REFER TO STRUCTURAL DRAWINGS FOR SIZE AND ORIENTATION 1/2" (MIN.) CLG. BD. DRAFTSTOPPING AS PER R302.12 WHEN CONCEALED SPACE EXCEEDS 1,000SF 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. -HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF WALL \AW(REFER TO ELEV.) —2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE —SOFFIT INSTALLED PER MANUF. SPECS — 2X PT BLOCKING HEADER PER STRUCTURALS EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS OL TOP OF FLOOR _ (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION 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 GYPSUM — GYPSUM BOARD BOARD Z � 3 112" 2" GYPSUM w GARAGE a BOARD NICHE FOR ELECTRICA PANEL & WIRING in ELECTRICAL PANEL ELECTRICA PANEL N CO EXTERIOR- 00 CMU BLOC WALL N CONCRETE CONCRETE CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT E GRAD GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOC SCALE: 112" = 1'-O" 12 SEE ROOF PLAN 1/2" (MIN.) J CLG. BD. (a" TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) GARAGE SLAB, SEE STRUCTURAL PLANS SLOPE ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY 4" SPECS OIL 0'-0" JZSLOPSLLO_P_E FIN. FL. M WALL SECTION SCALE: 1/2" = 1'-O" ER ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M L J a w LIE: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I N ih co N , L L Li ---- < 1'il ir K WALL FOUNDATION PER STRUCTURAL DRAWINGS NolI;-:At:aco• 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE „ OL FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN C@ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION ,tlisillif 78 S TE 11111141 Ir LLI Lu 0 0 � } >oE¢0 LLI : 0 H U ui o ui ¢ W ~ J�wg 2 2 2 (r 06LL00C/) Z Z W Z ¢ Wa22C- = Z LL �F-¢z❑ cz-­4 ro Q o O �4 Q 0 0 V ru U) 0 z O 0 j 00 U U "mom w a cn 0 w w O_ oC U) W cw Z O ul d U • a a a a a F P• 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET A5, 2 99 BARRICADE PLUS WRB (OR APPROVED EQUAL) ' TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X FRAMING FLOOR SHEATHING PER SPEC. \ RIM BOARD REFER TO STRUCT DWGS. b' 60 MIN. GRADE D PAPER BACKED 1 \ LATH WALL --+� SHEATHING j 1 7/8" 3-COAT STUCCO , 1 SHEATHING j = FLUSH WITH r BLOCK WALL j MID -WALL WEEP"1� SCREED/EXPANSION JOINT 1 6" SELF ADHERED FLASHING 5/8" I � CEMENTITIOUa__ �\ COATING BUILDING FELT ON TOP OF CONC. BLOCK \_ UNDER FLOOR MEMBERS CONCRETE BLOCK MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL e; JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. z iA "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 'VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ',AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING WOOD SHEATHI� BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDEI MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC; MIN. CLEARANCE (PER MANUF. SPEC; 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHINI UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAL WITH ROOF CEMEI ROOF CEME� SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z 3�4fiN Lo STEP 1 FOLC BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING $" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. FOLD @ FOLD INWARD @ PT. A r�Trr� r. ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C �o FOLD INWARD @ PT. A CREASE @ PT. B ATP�A I ,,,11111111111 FRIL ENSF WATERTIGHT Sk FOLD. DO NOT UT. 7a24 BOTTOM FLANi§I! �-0 AN FOLD INWARD @ PT. A ''�,0� ••:�� o a`. CREASE @ PT. B � pI��P' CREASE @ PT. C 41 FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE tr W �._ir O O F- 5;m<0 WIC) �Uw l.-. Q�wo 2 � — Q IY cr_ Ir '6u_0Ow wJ¢< U) J �_ LL _jc)000 Z)=ZU-U) �F-Qz� � QQ cz r` Q o O �~ Z Q 2 U) I�1 o o w 0 � A U Oi z 1� ONE" 0 00 O � 0 a I w uw x w o_ r o: En W to o r d (no W Z a a a a a G `•P . J 2 2 2021 'COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET GYP i z L Z O Z L r 0 L L Z z Q r O r z Q z r 1J Y L Z A r Q :A Z Q r z g L u I I II I I I I I I T BgRR/CgDETM BgRR/CADRTM _.., BgRR/CADErM I TM SARRtGApE TM BABF11CADE tM BA6BtCApE iStart 2-3 feet from a corner. Wrap around corner and continue nailing or stapling as you move around the house. Use fasteners that are long enough to penetrate into the stud or nail base material. BARRICADETM rj BARRICADETM 4 BARRICADETM BARRICADETM BARRICADETM 4 Fold the three flaps in through the opening, fastening them inside with staples set about every 6". Fold top flap up and tape temporarily as shown. Other Important Details: • Install building wrap "shingle -lap" fashion (with the higher piece lapped over the outside of the piece below). • All horizontal overlaps of building wrap should be at least 4" and vertical overlaps should at least be 611 . WRB INSTALLATION BARRICADETM BARRICADETM BARRICADETM _.. , I , 1 ?1 1 4 t � BARRICADETM BARRICADETM BARRICADETM I e_c 1 i I ! ? EE f 1 f F l 1 i t I , 4 � { { t � Secure BarricadeTM Plus firmly in place by fastening it every 12"-18" along the vertical studs using large -headed or plastic cap nails or minimum 1 " crown staples. You may install it over wood based, foam insulative, or fiberboard sheathing or exterior gypsum board. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5— Install the bottom flashing over the wrap. Note: Barricade Building Products recommends the use of flashing material, such as OptiFlash® or Contour° premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. • At roof sections, be careful to lap the building wrap over the entire top of any step flashed areas against the wall. • Around exterior doors, follow the same flashing procedures as indicated in steps 5 and 6 for windows. BARRICADETM BARRICADETM 3 Make an inverted "Y" cut in the wrap at window rough opening. Make diagonal cuts at the top of the rough opening corners. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM Example I� w 0 C P) 6 Install window. Flashing details around window: A Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"4' over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. &Remove temporary tape from top building wrap flap and apply over installed head flashing. BARRICADETM Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. 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) SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 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 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. BARRICADETM • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform I Stretchable Flashing BARRICADETM I BARRICADETM BARRICADETM WOOD OPENING WATERPROOFING w }_it Uj 20>_I=- } 5; 0 UJ �o U w Uj Qw� _ J > UJ Cc � Z Z w � J Q � J w�2�n- = O0 Z w _ C� G Q Q 1 CZ b V'' c �o QCD �Z O (n mi o lw O A U o Z W-j 01••r m LL to 0 00 O O O I w A � w w Z O a W 0 C ZW O � N A ,�� aaaaa ` 2 2021 OMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 11/19/21 SHEET WP2 SCALE: N.T.S. SCALE: N.T.S. ' Il Al! 1 1 11 1 'I � I y � I 1 I 1 d OWNER'S SUITE - os wic � ADD BLOCKING DATA -e LL IFS •'� tYLED - LIGHT FIX.\ LAUNDRY �41 I11 T O RI I I I I I I I I o0 LOFT 1 1 D�SCONN�CT HALL L---- J ADD BLOCKING BEDROOM 4 3LOCKING =DROOM 3 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 20 AMP DEDICATED OUTLET FOR MW RANGE FIELD VERIFY METER FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T�PL-- ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 0vp VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) O COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 1-Q TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) ELECTRIC METER i. ELECTRIC PANEL __m1j_ DISCONNECT SWITCH Q JUNCTION BOX /I-- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR 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 cc w wz0= O } I>cc<0 Q co0>w Q�w� _j ��T_T_ 06ZOOw W < _j W � 2 tr D- Z=ZLLcU �I-QZQ r` Z H 0U) O o z 0 U u Qa 0 Z j co 0 to u u 0 w m U U) o caU �.mw A U) wi a 1••1 w w O_ r w U) W C3 tn O� � o MZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED:11/19/21 SHEET E1,1 n n —IN CV N w SLAB PENETRATION PLAN SCALE: 1 /4"=V-0" W �0>- — w Z >ocQO WF- cr CnUWw <Z)W w J U) W cc: CC Y O 1-- Z �LL00U) ZZFLL' Z J Q W (- 2 It �- �CQpOV �2zLLCn �1—Q?o qQQ o N cz R t`r4 Q �d c I i i I i I I I I I oO � I I I I U I I � O Z w Z OD wa 0 a 1 O w w Z 0 R rx U cn W to Z O w F- o mZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 11/19/21 SHEET P 1 1 0 MASONRY LINTEL A55EMBL I E5 5EE 5GHEMLE AND 5PEGIFIGATION5 FOR ADD'L INFO ;-- „-- LQJ'� MIN. (1) GOx_-f W !I QJ}� MIN. (U GOURSE/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL 6RM 6R= BOTTOM REINF. PRECAST LINTEL w/ I Q. I PREGA5T LINTEL w/ i�-f EMBEDDED REW 1-�t EMBEDDED REINF. MB- I MB-2 rr---n _- I L4J TOP COPSE, IF I I + 4- TOP COURSE, IF I LsJ I I I REQb PER ARCH. � I I REQb PER ARCH. �----� r TOP REINF. OR CONT. GONT. BOND BEAM BM BEAM REINF. REINF. A5 REQb GROUT 6ROUT _, BOTTOM PEW BOTTOM REIN. i--!� PREGAST LINTEL W EMBEDDED REINF. q. I PRECAST LINTEL w/ ' t-�--{ t� # EMBEDDED PEW MB-3 MB-4 MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I SFS-OB/OT ----- ----- MB-2 8F8-IB/0T ----- (1) #5 MB-3 8FI6-IB/IT (I) #5 (I) #5 MB-4 8RFI4-16 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS AS REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 SECOND FLOOR FRAMING PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 5TRUGTURAL DETAILS 5D-3 5TRUGTURAL DETAILS PB5B-1 STRUCTURAL DETAILS GENERAL 5TRUGTURAL NOTE5 FOUNDATION • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING OE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE i FA5TENER5 IN CONTACT W/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 518. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A C15% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL ID BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID 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 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL GORNER5. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - 13UILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I F I GATI ON5 (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* SOLE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.C. (3) NAILS ® 4" o.C. STUD TO SOLE PLATE 2 TOENAILS (5) TOENAILS* TOP OR SOLE PLATE TO 5TUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS ® 8" o.C. TOENAILS ® 6" o.0 BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS 0 16" o.6. DOUBLE TOP PLATE NAILS ® 24 o.c. NAILS 0 16 o.C. DOUBLE TOP PLATE LAP 5PLIGE g NAIL5 IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 d INTERSECTING HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HAS, BEEN DE516NED IN AGGORDANGE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED i EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL SHEATH I NG SPEC I r-I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 0513 FA5TENED W/ PI 2y2"x0.131" NAILS @ 6" o.C. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05E3 FA5TENED W/ P3 2'2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12 it o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR OSB FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR 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"xO.13l" NAILS @ 16"o.C. USE (8) 3Y2"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRANINC75 FOR ADD'L WALL GONSTRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32�6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL %2" THICK, APA RATED SHEATHING �Wb EXPOSURE 1 05B OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B©° OPENING 51ZE INTERIOR ZONES END ZONE5(D 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +I1.1 PSF/-Icl.l P5F +1-1.1 PSF/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +IcI.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. 1+15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). °Pressures Charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (RSR5-01 OR EQUIV.) 0 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.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDH5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA � TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH I SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS a 16" O.G. UPL I i=T CONNECTORS BEARING CONDITION TRUGTH CONNECTOR LENG < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 63. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN5I/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLiFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAO5 SHOWN ON THE SHOP CARDS. LEGEND nnnn�u� QW25111rdig W. • - - - BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- .-.-.71 • I: : : : : : : : : I EXTENT OF OVERFRAMIN6 • - - INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLOOWN / STRAP 5GHM:)ULrz SYMBOL 5PEGIFIGATION FASTEN BUILT-UP P05T5 SUPPORTING ROOF 6.T. TO GMU WALL W(1) SIMPSON M5TGM40 STRAP W(12) Y4" 5T-1 DIA x It'4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL 5TRUGTURAL NOTE5 • DES16N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • OE516N LOAD5: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD @ 6UARD5/HANORAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATE60RY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x SPF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALLS SHALL BE GONSTRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED WITH 2x 5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 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 BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2xb 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 05E3 FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 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 T06ETHER WITH 3 ROWS OF 3"xO.131" NAILS 0 8" OIG OR 2 ROW5Y4"x3Y2" SIMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP � BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 8 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 1" BEAM IS ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION 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/ (5) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJAGENT WALL5 w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal;.�`�c, G , FRI(jH �% •.•G' i �g14 O I • � i •�L ORc ON © copyright mukmimi4 !`,� 9ni 0 0 On 0- CD aCS c 2 � a m� aI- CD CD mo H "P 1.9 M o r" N CIO C1 M&K project number: 068.2001 1 project mgr: drawn by: issue date: J,S B D.J R 1 1-18-21 REVISIONS: date: initial: sheet: 'Q Q 0 LL W Z a U) 'Q U F_ Q0 'Q CID U) I~ Z 0 J J SM0.0 1 1 1! 1 1 N 1 1 1 1 1 1 0 35'-0" 10'-0" 12'-0" 13'-0" . 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE HVAG UNIT • 2 5D— � — — — 12E_4EE i •I 2 5D- I I N w I � 5D-I 5D-I 3 y2" STEP �0 Ims FRENCH DOOR REGE55 PER MANUFAGTURER5 IN5TRUGTION 3 9 NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL ! LOCATION DIMENSIONS 1 I118E_6e E � I I 12.. 5 I Ct 6ARA6E SLAB: 5 I%2" GONG. SLAB ON 6RADE (2500 PSI MIN.) W 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPAGTED FILL OR VIRGIN SOIL. .I 1 i 5U- i I I I rn I N i { I r— LANAI SLAB: 3 )12" GONG. SLAB ON 6RADE (2500 P51 MIN.) W 6x6-N1.4xW1.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N SOIL. 1 i 5U- i I I I rn I N i { I r— LANAI SLAB: 3 )12" GONG. SLAB ON 6RADE (2500 P51 MIN.) W 6x6-N1.4xW1.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N SOIL. • GONGRETE SLAB: 3 Y2" GONG. SLAB ON 6RADE (2500 P51 MIN.) N/ 6x6-N1.4xN1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% GOMPAGTED FILL OR VIR61N 501L. 6'-3 3/4" 10'-2 1/4" I STEP VARI E5 I I � 4 \ 1 I 24"x24"AT PLAIN GONG. FT6. N/ TOP OF SD -I FT6. 12" BELOW TOP OF HOUSE SLAB (TYP. OF 2) L 55' 5LAE3 PLAN 404 I� 8"xl6" THIGKENED SLAB UNDER 10 3EARIN6 WALL SD -I TYP.) I • 41 SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) 2 5D-I • 2 SD —I LEGEND • ® INTERIOR BEARIN6 NALL • _ _ _ BEARIN6 NALL ABOVE • BEAM / HEADER • M LOCATION AND EXTENT OF 5HEARNALL I: :I EXTENT OF OVERERAMIN6 • - - INDIGATE5 I/8" A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES d SCHEDULES % 1L�/� seal:• i� F'•.�' �'�. A•'. p _ • �T_ .10. P E OF W �190f;c.FL O C,�O���;��� d © copyright : MUL 14 22021 Structur gEneering, Inc. 0 CD Z W W Z c aj z w a- --I a Z= a� U 't Q C W F- � °O E Q �z W A W �o Y op y W M C N cc CD Ch O. M&K project number: 068-200 T 1 project mgr J S B drawn by: DJ R issue date: `] 1- `j 8-2, 1 REVISIONS: date: initial: z d J Q.. m sheet: 4 J � W L` Ca 0 � z a 0i W a J � a W �o a Z 0 W J J Fool 1 4,0 5*7 35'-011 5_211 V 31-211 V 1-011 y 61-411 V ��_OII v 41-/ 11 V 41_1011 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMING • - INDICATE5 1/8"xl" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 8FI6-I8/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=b0 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NR'' LINTEL A55EM5L I E5 5EE 5(' HEI)ULE AND 5PEGIFIGATION5 FOR ADD'L INFO L4�+ -- MIN. (1) GOUR5E/BOND i i_4�+i— MIN. (1) COJRBE1BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT 6ROUr BOTTOM REINF. Q. 1 PREGA5T LINTEL w/ I p, I PRECAST LINTEL w/ t� EMBEDDED REINF. EMBEDDED REINF, MB-1 MB-2 rr--7, -- i +� TOP COURSE, IF TOP COURSE, IF �4J m I LgJ I I 1 REQD PER ARCH. I I REQb PER ARCH. �----' TOP REINF. OR CONT. GONT. BOND BEAM 79 BOND BEAM REINF. REINF. A5 REGIV GROUT GROUT BOTTOM REINF. BOTTOM REINF. --- PRECAST LINTEL W A: I 0.• I PRECAST LINTEL #-Y-� �-�-t- EMBED EDDREINF.. EMBEDDED REINF. MB-3 N M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: �.�N�.•�ENS•_'��'%, 4 ••:* -.0 AT OF f ;S / O N A ` ©copyright: MULHE ,it I L LU« Strudur eenng, Inc. aCD Z J� w w Z c Z w CL J CD Q ac Z= 0 � Q� U � Q C"Ec_ WV) > =a mE Q. W CD _J Z W 0 CD N e 0 y LU M tLo N = CD ch o. C M&K project number: I 068-200 1 1 project mgr: J,SB drawn by: DJ R issue date: `[ `j - `j 8-2 `j REVISIONS: date: initial: d Q a � O Ud >L Q O a Q < LOCK PLAN U SCALE: I/4"=1'-0" (22x34 SHEET) � SCALE: I/8"=1'-O" (Ilxl1 SHEET) U UJ � d 0 00 0 z LIJ -i-J sheet: Fpm2.0 FA PO 0 QPAQ i AmAI npnppr-n RFAMC�. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I; .::::::: I EXTENT OF OVERFRAMING •-...­ INDICATES 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. HOLI; CM / 5TRAP 5GHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF G.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN AGGOUNT5 FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) ROOF FRAMING ` SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES i ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END i 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 EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® 16" O.G. UPLIFT GONNEGTOR5 BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal; ��. J ,.• FR��,,� . 0 : to T © copyright M6[M WK . %%%nnn4 aCD z _J F= w Z o co rn Z w J oa.. 1- 0 Q Z= ao C_.) U 'r O. cc t E a) �a � mE a J~ QA Z W o �o 0 y W m to C N C M a IV 7 M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: `j `j -1 8-2`j REVISIONS: date: initial: z Ak 37 — ST- I i 67 5T-1 37nn� Q V-2 5D-2 15D-2 3 3 V � _J 5D-2 � — — — — � V-2 z W LL Q U? 0 Z IL Q < � 2N� FLOOR �R*M I NO PLAN OO J SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/8"=1'-O" (Ilxl1 SHEET) i i W+ (0� 1,.1.E z LLJ o z J_J sheet: Sm 1 .2 0 LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •- - ,, - -- - INDICATES I/S"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) JL METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. L U J L IN D L U J L ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 2411b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ SIMPSON VTGR CLIPS ® 24" O.G. ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UPL 1 fT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H25T 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 SIN6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GON5TRUGTION". MW HAS EN61NEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES se0S .G•, FRIL jN *if 0 a. : OF © cnPYrl9 ° IGR 15 f 2 COL / Structural Eng i g, nc. aED Z JLU W LU z ED z w J Q ZF- cc U WF- T cn i JH z W y W oc 7 M&K project number: 068-2001 1 project mgr: ,.J S B drawn by: DJ R issue date: 1 1- 1 8-2 1 REVISIONS: ■ date: initial: ■ Q Z ►---d O T,1 J W LL 1--i Q u) o. 0 cD z z a � Q � ROOD SRAM I NO FLAN d SCALE: 1/4"= I'-O" (22x34 SHEET) �, n/' U SCALE: 1/8"=1'-0" (110 SHEET) LJ F- W 0 00 �Lo 0 0 ? X W J J sheet: 1 11 1 i Tom- I --, - 1 1 - I 1 l i - i I- Sm 1.3 ll FILLED CELLS (SEE PLAN) GONG. OR PAVER DRIVEWAY-- i I6"x8" THICKEN ED6E W/ (2) #5 GONT. 8" GMU BLOCK 4" 6ARA6E " TOP VIEW @CORNER 0 f -GARAGE WALL BEYOND GARAGE SLAB ft (SEE PLAN) e I� THICKENED EDGE 6ARA6E DOOR DETAIL WALE: WS 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OL11 zx a3 O GRADE 1 I I==(U #5 DOWEL W/ 6" HOOK AT __ I I -° I I -I I FT ALL VERT. WALL REINF. III I III=III = IIII I' (SEE PLANS FOR LOCATION) - GLEAN COMPACTED FILL ® 15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS &ARA&E CURB DETAIL SCALE: Nr5 8" GMU BLOGK---_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) ---\ PER MANUF. . d. � 8 IIIIII IIIII� III R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1= I=1 �; I m l l l I I I —III —III_ LU III —I I 11, m w 1=1 ' � II I I I III —I 11=1 I I III—_ ' 11=III=III—III=III—''' MONOLITHIC GLEAN COMPACTED III = I �_ I I' FOUNDATION W/ (2) #5 FILL ® 515% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT5,NIN6 4 56D POURED 51LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 5OLID Z X 7- x O GRADE 1IMl1-1 O r'n I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) d .. d °rP1=1 ad° (1) #5 DOWEL W/ 6" HOOK AT II- _=III -I I ALL VERT. WALL REINF. ' 11 I I III=III=II' _ I _� I (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I ;III 111111111111 i 11 l I- FILL ® G5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR POOR::::� -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (SEE PLAN) PAVERS (SEE PLANS) ° - III=III=III=I d I I El I I —I 11=1 I=1 I I I I I1 I lEE 1 5E 11- '—III=1 � III —I I e I—III—III—� I I- -I m III I I I —I 11=1 I I- 71III III III III" 'I''"� MONOLITHIC GLEAN COMPACTED "' III =11 �_ I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET I L 6 SCALE: Nr5 Y2"(Px6" LONG PRESSURE 51MP5ON TITEN HD TREATED BOTTOM AND ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL a ° e ° d ° u a s ° =1 I I—III-1 11=1 I I=1 UPLIFT GONNEGTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. NT. BEARING WALL SOOTING DETAIL PATIO/PORGH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED - SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) e �i EXP JOINT I m R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) a 1=_III_I ° I-11174 41 °' — III=III—I a III—III_III- F9 I I —I I I=1 1) #5 DOWEL W/ 6" HOOK AT III=III- ALL VERT. WALL REINF. ' I III=III=I I=1 I III= (SEE PLANS FOR LOCATION) GLEAN COMPACTED I I I I I I I —III —III ,. I III -III- MONOLITHIC FOUNDATION FILL ® G5% STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y" GYP. BD. EA. SIDE OF 2x4'S ® 16" O.G. Y2" J-BOLTS 6" FROM EA. ►' END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) �-Q, STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP 4 PLT. BOT. e- a- d e 4 .1 ad d 6 d . (2) #5'5 GONT. W/ a.. a.. 3" MIN. CLEAR UPLIFT GONNEGTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL SOLID z< aZ O BADE ,III=III=III=III= 11_I=11 _ PVG CHASE SLEEVE TO BE o 'Il,illllllllll 11 GLEAN GOMPAGTED I I"' I I I 11111 FILL ® 15% STANDARD DENSITY GH�SE DET�r I L 8 SCALE: Nrs R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) II I II I 611 L, I I� I ° II-111—III-111= ° _-III=1 I • TWICE THE DIAMETER OF III=111 � -� I I PROTECTED PIPE 1111111 i 1111= ' MONOLITHIC FOUNDATION WI TH W/ (2) #5 GONT. ON GHAIR5 2-STORY: I'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS seal ��,�� • . NSF G' 11�1% 4 o' — i�x= TA : +Z Z F •U., O10 0 SS' ON P` % © copyright : MULHEf�I LPg I 2�L1 Structur nc. ee g, o Z_ = m w w z_ c CD z w J a � CID Q Z L3 A O. oc Wcn � m E Q JF— > 1 Q o 9 Z W p o Y CF CF o ccrQ� y M Ih W c: C N M M 19F M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 1 `I - l 8-2 `I REVISIONS: date: initial: sheet: Cz Cz rid SCALE: NTS SCALE: NTS SDslol I _ AI 11 _ _1 PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/6"x0.113" RIN6 SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARGH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. 3 SECTION 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND GONNEGTION SPECS. EXTERIOR WALL 5HT'6. TO RUN--, CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3Y4"xO.131" NAILS MIN. 2 Y2"x0.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- nND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 Q SECTION 38 SCALE: 3/4'=I'-0' SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPECIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. _J^ LU 2x FASCIA U' -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRUSS TO DOUBLE TOP PLATE w/ (3) 3 Y4"x0.131" TOENAILS SECTION 25 5GALE: 3/4"=1'-0" FASTEN ROOF 5HEATHIN6 TO 2x LEDGER w/ 2 3/e'xO.113" RIN6 SHANK NAILS @ 6" O.G- ROOF TRUSSES PER PLAN --\ FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"x0.131" NAILS ®6" o.c. FASTEN EA. TRU55 TO LEDGER w/ 51MP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT PROVIDE 5IMP50N HETAI6 48" o.c. FACE NAILED TO TRU55 TOP 4 EMBEDDED STRAP ® EACH TRU55 BOTTOM CHORD w/ (4) 3"x0.131" NAILS. (® Iq.2" O.G. MAX.) FASTENED TO 8" GMU BOND BEAM END TRU55 VERTICAL OR TO W/ (1) #5 GONT. BLOGKIN6/RIBBON ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NFORC I NCG DETA I L WALE: NTS 2x6 BLOGKIN6 IN EA. TRU55 BAY FASTENED TO EACH GRO551N6 STUD w/ (3)3 y4"xO.131" NAILS SEE DETAIL 31 FOR ADDITIONAL GONNEGTION INFO 4 5HT6. FASTENING SECTION BY WINDOW/DOOR MANUFACTURER 2x4 ® 16"O.G. FASTEN€B- TO 6ABLE END TRU55 w/ (20'xO.131" TOENAILS. 6YP50M BOARD` q MAX PER ARCH FOR FIREPROOFING 6ABLE END VERTICAL WEB- REINFORGIN6 AS REOURIED BY TRU55 MANUF. 3 Y4"xO.131" TOENAILS ® 12"- O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF GABLE END TRU55 TO TOP PLATE WITH SIMPSON A35 CLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE w/ (1) 51MP50N H2.5T d (2)3 Y4"xO.131" TOENAILS FLOOR TRU55 -SEE PLAN 8" GMU BOND W/ (1) #5 GCNT FASTEN 5HEATHIN6 TO 2x4- BLOGKIN6 w/ 2 %"xO.113" RIN6 SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF Y -I VIC 7rTV1� I LIB/ SECTION 26 SCALE: S/4'=1'-0' FASTEN TOP CHORD OF Y END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS ® 16" O.G. SECTION 67 SCALE: s/4'=1'-O" NOTES: I. 2X PT BUGKS/NAILERS SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF %N4" TAPGONS 6" FROM ENDS AND 16" O.G. MAX. TAPGONS TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL GONNEGTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROWS OF 3"x0.131" NAILS 5TA66ERED @ 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROWS OF 2 Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S SPECS. W I NVONPOOR BUCK DETAIL H 5GALE: NM 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"xO.131 " NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM GHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/SGREWS /NAILS ® 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 2"x0.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRUSS VERTIGAL OR 2x RIBBON w/ 3"x0.131" NAILS ® 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS EXTERIOR WALL 5HT'6. TO RUN GONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xo.131" ® 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP 4 BOTTOM, FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 )/4"xO.131" NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRU55 (® Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. SPECS SECTION VALLEY SET OVERFRAMIN6 PROVIDE SOLID SHIM BETINN TRUSS i CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I YY FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL 0. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS ® 6" O.G. FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I GAL OYERFRAM I NG CONNECTION DETAIL 5GALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE SPEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ��e G. /�i seal: j' • • N s F•NG Mo : A -0 T OF : c' © copyright: MULHERNIM11r,"'g, L 2 202t structural Inc. z Z J= w w ZCD \/ Z i■ Z w na. J Q m Z= I- It cc W� W •3 � T m E i a Q J�co Z o 0 �W YCP p o ccQQ y m` �h W o N M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 `j -1 B-21 REVISIONS: date: initial: 1% J --1 t d w i 0 � W O z p � x a J Q (n a h � U UJ (0 < fY 00 Y F Z W LLI J J sheet: SD2 n BOND -BEAM _,---GONTIN. PREGA5T HEADER --------'- 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW MASONRY PIER DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOHEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'6 SLAB, EPDXY 4 DRIVE I #5 DOHEL, PROVIDE MIN. 30" LAP 5PLIGE I I I m0 N I I z TRIPLE WINDOW SIM. SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT 5HOHN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN 6ROUTED CELL ° IfGRADE I —I =1 I I=1 I I=1 I I=1 I I ° e° o III —ICI —ICI -� ' I I I II I II I II I II I I °f�� II I II I II I II M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. @ GMU STEM FOR DROPPED 6RADE SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRUSS TO GMU w/ 51MP5ON M5TMI6 TWIST STRAP. FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREH5 PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF.) EACH TRUSS. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU W (3)Y4" DIA. x 3Y2" LON6 TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"xO.131" NAILS ® EA. END. RETROP I T DET� I L P SCALE: 3/4"= 4x6 P.T. P05T PROVIDE (1) SIMP50N L5TA18 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T GONN. SCALE: 3/4"=1'-0" FASTEN EVERY OTHER TRUSS (w/ WEB BLOCKING AS REQ'D) TO 2x BLOCKING w/ (1) 51MP50N A35 GLIP — RETRO� IT DETAIL @�q CALE: SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOHN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FA5TENING FULL DEPTH BLOCKING %" 0513 (MIN.), 13/4" LVL OR TRUSS FLOOR TRUSSES BLOGKIN6 PER MANUF.) @ 48" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 w/ (1) 51MP50N A35 CLIP FASTEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREH5 2x6 FLAT BLOGKIN6 (BETWEEN TRU55E5 - 16" MIN. LENGTH) FASTENED DOHN TO GMU w/ (3)Y4" DIA. x 3Y2" LONG TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU HALL 5HT6., TO 2x BLOGKIN6 W %4"xO.131" NAILS ® 3" o.c. 2x OR I" OSB DECKING (TYP.) (1) 51MP50N - A35 CLIP o EA. 5TRI NGER (3) 51NGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP o EA. 5TRIN6ER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE W/ (3) %," DIA. x 3 Y2" LON6 TAPGON5 &!01�i R SECTION SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOHN HERE X FLOOR TRUSSES n \ -PER PLAN � ' BLO GKIN6 OGKIN6 TO GMU W 51MP50N MT5MI6 TH15T STRAP. FASTEN STRAP TO GMU W (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREH5 J\\\--2xb FLAT BLOGKIN6 TO EA. SIDE OF OSB BLOCKING (16" MIN. LEN6TH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 w/ 3"xO.131" nF TOENAILS o 3" o.c. LITII�P IT DETAIL " FLOOR TRUSSES (SEE PLAN) FLOOR G.T. - PROVIDE VERTIGAL5 OR SOLID BLOCKING o EA. 5TRIN6ER LOCATION LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPED I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ° seal N s Vic; 2 dO4 �c N 'cc F ;Q� CSTA E ''°:,SSION © copyright : MULHEfss�ISla n qnq� Structural Lf FiraI LUL aCD Z w w Z c Co Z rn w oa.. J Q W 0 .n Z= U X_ A � Q CME rr UJ Cn j SQ °° E 0 A JF- Z aO o V o op W 0 Y C9 0 CO) m Ud) W C N CY)a 7 M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 1-18-21 REVISIONS: ■ date: initial: ■ J w LL 0 � W o z 0 � x J (n 0 < U) � J J I-' 0,00 U � UJ (.0 Q 5 00 Y Z (� WJ J sheet: SDm3 - - , - - - I I I I I I I I__ LL I' I� j L I I l- I � - - I - I IIL� _, � 1L_ L- ✓, ....__ � a �p2o sl�.lby Lyo� 28�3 ICI k FO Cl� mw r Q.