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HomeMy WebLinkAbout6828 Shelby Lynn WayA T f ABBREVIA'TIOICIS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT DPNG OPENING 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )VnaTjla IJTM Com.panies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION "A" 6828 SHELBY LYNN WAY ZEPHYRHILLS, f=L 33542 LOT 069 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLOOR 1131 SF 2ND FLOOR 1535 SF TOTAL A/C 2,666 SF ENTRY 25 SF GARAGE 453 SF LANAI 120 SF TOTAL UR 3,264 SF 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 CS?.. A-1.1 A-2.1 A-2.2 A-3.1 A-4.1 A-5.1 A-5.2 WPlI WP2 E-1.1 P-1.1 S-0.0 F-1.0 F-2.0 S 1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST AND SECOND FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS WATERPROOFING DETAILS FIRST AND SECOND FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES�� SLAB PLAN A 7-4) BLOCK PLANwa SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN' FOUNDATION DETAILS STRUCTURAL DETAILS op" " STRUCTURAL DETAILSeji� STRUCTURAL DETAILS IY W Wz0= o} >�ao III ::)pF- CC F-W cn < W I- _ F— > J � cr Y 0 F- Z ,6LL00U) z zzzP- J Q J W CL _ CL 00 = Z IL cA �F- <zo �yoff a� n Q 0 0 0 U 0 � Im w w 0 L) r w z 0 w w >.J 0� um w 0 1: >! O_ U W OA z QaQQQ COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET cs I DWELLING -GARAGE SEPARATION: R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. R302.5.1 OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. TABLE R302.6 DWELLING -GARAGE SEPARATION FROM THE RESIDENCE AND ATTICS c NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE �r FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT R302.7 UNDER -STAIR PROTECTION ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GYPSUM BOARD. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. FIREBLOCKING: R302.11 FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. R302.11.1 FIREBLOCKING MATERIALS EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS. 1. TWO-INCH (51 MM) NOMINAL LUMBER. 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) PARTICLEBOARD. 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR THE SPECIFIC APPLICATION. R302.12 DRAFTSTOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. R302.12.1 MATERIALS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. HAZARDOUS LOCATIONS: R308.4.1 GLAZING IN DOORS v GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. EXCEPTIONS: 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. ' 2. DECORATIVE GLAZING R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR, EXCEPTIONS: 1. DECORATIVE GLAZING. 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR - - AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. I 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. GENERAL CONSTRUCTION NOTES R308.4.3 GLAZING IN WINDOWS GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. GARAGES: R309.1 FLOOR SURFACE GARAGE FLOOR SS O SURFACES HALL BE F APPROVED NONCOMBUSTIBLE MATERIAL. THE AREA OF USED O PARKINGO FLOOR ED FOR FAUTOMOBILES UT SO R OTHER VEHICLES SHALL BE SLOPED TO O OBILE FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. EGRESS: R310.2.1 MINIMUM OPENING AREA EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET, R310.2.2 WINDOW SILL HEIGHT WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OFK 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 0 O S O GS 0 C ( ) TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2. STAIRWAYS: R311.7.1 WIDTH STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. R311.7.2 HEADROOM THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. R311.7.5 STAIR TREADS AND RISERS STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR RUNNERS. R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) SPHERE. R311.7.5.2 TREADS THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R311.7.5.3 NOSINGS NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 INCHES (279 MM). R311.7.8 HANDRAILS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE RISERS. R311.7.8.1 HEIGHT HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). EXCEPTIONS: 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). R311.7.8.2 CONTINUITY HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. R311.7.8.3 GRIP -SIZE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT GRASPABILITY. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN A. DISTANCE 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 (0.2.5 MM). GUARDS: R312.1.1 INHERE 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 CiLIARD 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 (+.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 SACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTUREROS RECOMMENDATIONS. TABLE R702.4.2BACKER BOARD MATERIALS GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) NONASBE:STOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. R703.4 FLASHING APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO THE WALB CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL: BE.. INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN ACCORDANCE 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. R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. EXHAUST SYSTEMS: M1501.1 OUTDOOR DISCHARGE THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE. M1502.4.5 DRYER DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. M1502.4.5.1 SPECIFIED LENGTH THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE Ml502.4.5.1 SHALL BE USED. M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE MANUFACTURER'. INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. GENERAL NOTES: ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLAN'S 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 DE HALL BE BROUGHT TO THE ATTENTION OF THE U G CODES S 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 SHALE., NOT BE HELD RESPONSIBLE. INSPECTION NOTES: WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. FOUNDATION INSPECTION NOTES: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. EXTERIOR FINISHES: 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY STANDARDS. 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. MECHANICAL AND HVAC: 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W �=0C WZOm wujZ O >0:QO W Z) p H cnUwW W Q Z I.- _ � > J � = !Y ,5LL00u) Z Z Z uj ~ Z = J _ W=gyp„ �v)p00 = Z LL Cn cz n 0 N Q H 83 Q 0 0 0 u U) O w Im O 0 Z 0 I w ul w Z '-' w c w O z O_ 0: U) W O� c G Z L< <<1< COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET CS2 A - c',,,,jL - - ID I 11 40'-0" ol 7'-8" 261_011 I 6'-4" *(2)3050 SH SHOWER HEAD 36"x60" ACRYLIC 3 SIDED ACRYLIC *3050 SH (36"X60" EGRESS), & CONTROLS l SHWR PAN 7- SURROUND _ (36"X60" EGRESS) SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" I� 40'-0" I 16'-8" 12'-0" 11 '-4" 611 11 t_0fl I 6" 70. STUCCO WRAPPED d- o ---- BEAM @T-8" — — — — o a = STUCCO WRAPPED a = a- 00 I 4X6 POSTS a °0 o m LANAI 02 p - o m 8'-8" CLG.00 U m a) � i MOISTURE RESISTANT DRYWALL CLG. 12'-0" 14'-0" 8'-0' 6'-0" I I I (2)25 SH 27'-0" GREAT -1 ROOM Lo E78-" CLG T 2X4 STUD WALL & SOFFIT BELOW STAIR W/' GYP. BD. 4'-4" 7'-9" •- �.: IN • ��` , •'•' SHOWER XFER HEAD & GRILL )NTROLS EXTRA SUITE BRK FOYER 2��llbp BEDROOM 8 -8 r L ENTRY L� o ED PNG SEE2'-1°2 -- 10'-62" *25 SH 3 N63" EGRESS 5'-4" 8'-8" " 3'-11 " 14'-0" - 4'-8" FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" 6068 SGD TEMP 25 SH I I 11'-8" - I I p r T r 3'-512�� co 6-1" I I Z�lie I I DINING AREA 8'-8" CLG -JI I I to T c O O U) •- co h (D , ° � I 1 r III r ,d l I NI I I BRK 31" 8'-1 " 81 -611 a�i 1 _ 1 REF. KITCHEN I IIII G WATERLINE 88��Te� _ :; *�N 2 co PTRY CN V I REF r-----� 8 ?p et I I � WH rI ---- -- ----- s CV ' ' L -- -- 21-211 BOLLARD PER WALL BOARD 3'-11" COMMUNITY ON GARAGE SIDE SPECS. PROVIDE INSULATION AS ELF SSC W/ REO'D SELF CLOSER CONCRETE CURB o 20'-2„ N 2 CAR GARAGE 8'-8" CLG F------------------------------------ ----� ` 5/8" TYPE "X" I \�\ CEILING BOARD ABV. 16070 GARAGE DOOR LINE OF FLOOR ABOVE I I 21_QC(�711 1 61_Oil 21_811 "(� 21 '-4 40'-0" I oll 00 i IN qvl LEGEND SYMBOLS n BUILDING/WALL SECTION SH7 MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N 10" '� I r` STAIR CALLS. FLOOR TO FLOOR HEIGHT 10'-2 3/4" CONVERTED TO INCHES 122 3/4" TOTAL NUMBER OF RISERS 16 TYP. RISER HEIGHT 7 11/16" TREAD DEPTH 10" NOSING I TYPICAL DOOR PLACEMENT DIAGRAMS E.Q. E.Q. 0 L ' -- _ 1 A-5.1 ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE if BRACKET SPACED R(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. tBASE CABINET AS ; BD. PER SHOP DWGJ Fv WD.BASE MOLDING FINISH FLOOR FINSH F OIOR� I-SUBFLOOR Ir CC 0 J W �00� } >o <0 W cl cnUWw Q=W_H- _ CC J o�SZZ0W W_jQ�D.. J 2 cr _ � 2Z°n < � a' n O c^� �¢ O F_ 0 � Q U Z 0 0 t) U Z W 0 U) a � A �I 0 Za W-j < 0 0 w mj ommm c LLO w 0 z o_ R W U) w 0 z Z 0,4 w �o wZ aaaaa i COMMUNITY, LINKS AT CALUSA i SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET i A 'I I . -- - -i ___ 1—tT'""i is -F �i1lii "1 1"T1 1I—e: hkJHl4 r,i-ui uu ,i.-, r A�imi.I I i I WIDE UCCO ND (+1) WINDOW SILL DETAIL SCALE:3/4"=1'-0" 2'X34"� SCALE: 3/8"=1'-0" �111"X17' ) 4" WIDE STUCCO BAND (+1) 2" GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 2'X34"� SCALE: 3/8"=1'-0" �`l1"X17' ) E 00 ,— O (M FOAM LOUVER DETAIL SCALE: 3/4,',=1'- 0'„ 22"X34';) SCALE: 3/8 =1 -0 ((11 X17 ) IN ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" 0 00 h 6068 SGD BLDG. HEIGHT - - - - - - - - - - - - 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (TYP.) 12 a a 5 T.O. WALL T.O. WINDOW 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) SECOND FLOOR - — T.O. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) - N. FLOOR _ RADE FRONT ELEVATION SCALE: 1/4"=1'-0" 5:12 0 18"X30" DECORATIVE FOAM LOUVERED DETAIL � 11 12 5 12 5 (2)25. SH 1 1-011 FIN. FLR. 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) !r W Cc Wz0= 0 >- ~ >wzo W�C)I- u) W F—J crcr m coLL00 n Z Z z ~ Z Q Q J WD__ccQ_ J U) p 0 U = Z IL U) H Q ? ON CcG I-- O � Q Q z O I� 0 w 0) j w 0 ma w w MONO ca Z w 0 0 1: M z O_ U U) W t0 O� �Zaaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A2. I — — -n ROOF COMMUNITti 4" cc RIGHT ELEVATION SCALE: 1/4"=1'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE a::^:�fi�;.•:ti•'L�:'u' 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 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) x W Wz0= o} H >Iao wpp1-- a�UJW =o�c>a CL T-� off Z � W z W Q CL 2 � _ �U) 0Q = Z LL U) �F-Qzp n N cor- n O � Q Q 0 r� V U) 0 Z av 0 � w o � I w w w Pon" a U) m< cn w 0 3: O_ N W U) O� � o Z aaa< i I I I COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET i A2.2 tFr - - --i..".lr'i. iJ ��Ldi1.Pl, �.,. An .ti A"! .,,i T- 1 1 1 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ. FT. 1 15 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 1611 SQ. FT. 773 SQ. IN. UPPER VENT 40% NET VENT MIN. 309 SQ. IN. UPPER VENT 50% NET VENT MAX. 387 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 414 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL_ BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR. ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" fr W y. r IY Lu Wzom w�ZO > tr ¢ O LU p F- ¢Z)Uw = F- CL �uj it Y O H Z �LLO_Ovi z Z Z ~ Z J °C�a�- LV a 2 fr Il _3Up0U Z=ZLLU) �E-¢Zp n O N fY H 0 0 U O 0 w O a O 0-1 p I w O w Xomma o� 'c w O z z O_ Ix U) w En O� M IxZ ca aaQaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A3* I F_ z W z O U .. n r 0 z w 0 z Q _ 0 06 U) z g W U) w F- z a 0 od U) z w cn w _ A SKIRTBOAF PER SPEC. KNEEWALL DETAIL SCALE: 1 "= V-0" STAIR SECTION SCALE: 1 /2"=1'-0" (22"X34") SCALE: 1/4"=1'-0" (11"X17") AT FOOT OF STAIR cr W to } 2 1= LU �0>-� WC¢0 >oLLJ UJ C) — c/)UWw apwF. _ J Z00Ow ulEL_ �U) 0U p2ZLL-U) Qzo � Q N O � Q H 0 0 0 0 WJ �I 0 w ct$ o� a� �C U w 0 x z >! U On W cn O� M lZ o cs Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A4. l I 1 I ..-F 7ltl,;IL16i .T,II' 1xi,:. 'J.J O CV bo 1 _1 T 00 1 bo EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS Ir w } 2 � �00� �Q >O w�C) _ > J Ill w 5 rr 0: � z z z w W Q a a 2 _ � U) 0 U p=zLLcn H Q ? p Q ' 4 1 Qocc 0 � � H O O 0 cn 0 0 Im W-0 (n 1-0 to U O cn 0 T z w w A w 0 x z O_ N w 0 z Z O� ig r �Z o aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A*5. I 12 SEE ROOF PLAN INSULATION PER —� COMMUNITY SPEC. SEE ENERGY CALCS. SEE ELEV. 1/2" (MIN.) CLG. BD. WINDOW PER PLAN PROVIDE BATT INSUL. PER ENERGY CALCS. PRE-ENGINEERED 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 ix6 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 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER 15# ROOFING FELT 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 WALL (REFER TO ELEV) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS 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 STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT 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 FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION. ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 'GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD FINISH EXTERIOR- CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES, VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GYPSUM BOARD BOARD z �3 1/2" a. J" GYP"z HI BOARD GARAGE a NICHE FOR - ELECTRICAL PANEL & WIRING N ELECTRICAL M PANEL ELECTRICAL PANEL cV tO EXTERIOR — co CMU BLOCK I WALL cv CONCRETE - CONCRETE CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE-- SLAB ON GRADEAT GRADE GARAGE FLOOR ROOF SHINGLES OVER 15# ROOFING FELT t2 SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR, DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. I-IF(REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. 1/2" (MIN.) ------ SOFFIT PER SPECS CLG. BD. I' TYPE'X' GYP. BD. SEE STRUCTURAL TO BE PROVIDED PLAN WHEN LIVING SPACE IS ABOVE GARAGE) �_8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4" SPECS PLANS 0'-0" SLOPE SLOPE FIN. FL. Fm -- - -FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION ac GARAGE DOOR SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS win r ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-0" T.O. M N CV bo CV 12 SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE ROOF SHINGLES OVER 15# ROOFING FELT PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END ,,,,,—HURRICANE TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) SEE 2x6 ALUM WRAPPED FASCIA ELEV. BD. w/ALUM DRIP EDGE. SOFFIT PER SPECS 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @) LANAI/PORCH SCALE: 1/2" = 1'-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION I= W LUZO� wLuz 0 >OC¢O wZ:)oF- =I-WD _ > J cc �tSzz�LLu W Q a 2 � _ _j0o0U = Z LL UJ �F-Q?o cz cC n O Fa- 0 0 r� V 0 �1 0 Z 0 0 z � w mww a Un C m< w 0 x z >! O_ W O� 52 O IxZ aa aaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET A592 z w W z 0 0 z w 0 0 w z z a 0 O z a z 0 w 0 D 0 0 Ir n- w w m O O z w a U) 0 z 0 z g a w w 2X FRAMING FLOOR BARRICADE PLUS WRB PER SHEASP (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED I 1 LATH WALL ..- SHEATHING 7/8" 3-COAT _ I STUCCO LC) SHEATHING FLUSH WITH BLOCK WALL I I MID -WALL WEEP SCREED/EXPANSION I I JOINT 6" SELF ADHERED FLASHING 5/8' I CEMENTITIOU i COATING BUILDING FELT ON TOP OF CONC. BLOCK ------ UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING * TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY WALL TRANSITIONS BLOCK 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 JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ $" 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. $" 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 "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOFMIALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 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 ROOFM/ALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL FOL 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 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED. SCALE: N.T.S. STEP 1 0 D FOLD INWARD @ PT. A STEP 3 FOLD @ FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 n WATERTIGHT SEAL. FOLD. DO NOT CUT. @ © — -6 B0TTT QM. LANCE � FOLD INWARD @ PT. Aid CREASE @ PT. B e •� ® CREASE @ PT. C E :..gym B FOLD PT. C OVER PT. B TILLgmkAT ° PT. C TOUCHES BOTTOMAL CC Lu �00� } W OCQO H CC cAU5. W cl a LLl l— _ F- > J �1 0 — Z obLL00C/) ZZZ=z itJ Q� J LLI0-2cra �c)000 Z Z LL fn zo �PQcz n C4 Q (�( " `r 0 gH 2 0 0 0 U � o. Z ICI 0 0 O MNI (L w w a wA o� w 0 x z z o_ r a c' I I z' 0 I 0 �z aaaaa I L i COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6103 L RELEASED: 02/04/21 i SHEET wpm l C J J J WRB INSTALLATION SCALE: N.T.S. SEAL EDGE OF P.T. WOOL 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. • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. Ir W y = or �O>-F- LU >oC¢O W0E- UW 0 LLJ Q�wF. 2 > J D LL O Z Z W Q G W Er O = Z WU) �F-Qz0 rz 0 lh 0 V � z I � O 0 0J 0 a� = a W w wA U w 0 x z o_ tn W 0 U O� ro COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 02/04/21 SHEET WPw22 nj ADD BLOCKING FI 3-BULB L HALL ADD BLOCKING D BR3 WIC ADD BLOCKING )ATA GREAT ADD BLOCKING ROOM 4--- It 11 1 it it L.-=--- •6 • o .. I111 m pmem_NI'= Cam, gT0 STE BATH fit' SD CVTm A c%i I ITIC ADD BLOCKING __ I LANAI VP ADD BLOCKING AS REQUIRED I I c UNDER -SINK CHG I �� SWITCH FOR DISPOSAL I I I E CH G I 20 AMP DED. OUTLET FOR DINING I HOOD/ OPT. MW AREA L , z ADD ii � HOOD BLOCKING ° 'El2 II i RANGE - -1 CH GI I � � u GFI CH Gj F KITCHEN i LL PTRY WCD H 3 )ISCONNECT O L � 3 0 42" AFF CM o N IRRIGATION TIMER FOYER 2 CA GARAGE PREWIRE GFI FOR GARAGE ELECTRICAL DOOR OPENER PANEL ON ~� - (V.I.F.)I FIELD VERIFY I o METER NTR >� o t� P ftPI GFI f I FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" 2" PVC CONDUIT 2-2/0 COPPER 0/0ORCOPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT #4 MAIN CIRCUIT COPPER OR ALUM. I BREAKER PVC 1/2" PVC CONCRETE ENCASED D ELECTRODE g:II�IE ho ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET WALL SWITCH s THREE-WAY SWITCH 4 FOUR-WAY SWITCH -- KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ED CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) COMBINATION SMOKE / CO2 DETECTOR su SMOKE DETECTOR td TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER im ELECTRIC PANEL _."L DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2020 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O20 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2020 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE Ir W cl } 2 rr wz 3:0 0 � > <0 p H = W p CLU) ww Y 0 1­— z � LL 0 0 U) z z H Lu z z_ Q Q J WCLm (n p 0 U ZD Z LL c_n < N cC n Q o H O H 0 z cu A 0Za 00 0 J 0 U �wu c 0 .j Z U wow w al Cl� U) ��0 X O� w 0 � x j z m< z O_ I I I c I I I z O I I I 5 L7~z aa�aa i I c E c L i i c i COMMUNITY: LINKS A CALUSA SPRINGS E PLAN # 6103 L RELEASED: 02/04/21 i SHEET 0 Y rIN M 00 T SLAB PENETRATION PLAN SCALE: 1 /4"=V-0" W } _ c �OO� } >Lu¢O wpl— cc cnUww Q p W JU)Wg cc Z Z ° W LU J Q J Wa-=oCa 3:cnp0U p=zLLc) p H Q Zcz a o r` Q o O H 0 0 Z U o 0 NJ im a 0 z wa w (L a im a� w 0 x z Z _0 U LLI I I I I O I I o w 0 Z a s< a a I I I I I i COMMUNITY; LINKS AT CALUSA SPRINGS E PLAN # 6103 RELEASED: 02/04/21 i SHEET P1.1 t MA50NRY LINTEL A55EM5L I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO MIN. (1) GOURSE/BOND I '+ - MIN. (1) COUR5EWW L4J I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL 6ROUr GROUT BOTTOM REIN. PREGAST LINTEL W ,p PRECAST LINTEL W EMBEDDED REIN. 4_aL_I� EMBEDDED REIN. MB- I MB-2 -- I iL4J TOP COURSE, IF i i +� TOP COURSE, IF m I L4� i REOV PER ARCH. i i REab PER ARCH. L----J TOP REIN. OR CONT. CONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQb 6ROUr GROUT BOTTOM REIN. BOTTOM REIN. --` PRECAST LINTEL W r rg B13MDM REIN. SD 1 a I PRECAST LINTEL W#--� -{ #-� EMBEDDED REIN. MB-5 MB-4 MA50NRY L I NTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 SF8-I6/OT ----- (1) #5 MB-3 8FI6-I5/IT (1) #5 1 (1) #5 MB-4 8RFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL 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 PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST I NOEX SHEET DE5GRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN - F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS 50-3 STRUCTURAL DETAILS P655-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITHA" DIA. x 23/4" LONG TAPGON5 a 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 p51:....... FOOTINGS 2,500 p51:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTINGG5 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORGEMENT 5HALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTIGAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALL5. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED a 12-0" O.G. (RECOMMENDED) OR I5-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GLO5E TO 5QUARE5 A5 P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEGIPIGATIONS (TYP. U.N.O.) DE5GRIPTION OF BLDG. ELEMENT 3"xO.131" NAIL5 3'W.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.c. (5) NAILS ® 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5• TOP OR 50LE PLATE TO STUD 2 NAIL5 3 NAILS RIM TO TOP PLATE TOENAILS® 8" o.c. TOENAILS® 6" o.G.* BLK6. BTWN. J015T5 TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS ® 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAIL5 IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS INTERSECTING WALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", 5AME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (SECTION I60q) LATERAL DES 6N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRESSURE COEFFICIENT = + - 18 ENCLOSED, / 0 ANY WIND SPEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR HALL 5HEATH I NG SPECIFICATIONS, INDICATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STNDRD GOt-15TRUGTiON 5YM130L 5HEAR PANEL 5PEG. 15/52" PLY11000 OR 05B FA5TENED W/ PI 2y211x0.131" NAILS @ 6" O.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLY1,100D OR 05E3 FASTENED W/ P3 2J/2"x0.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES 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.131" NAILS @ 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR WALLS ARE CONSIDERED SHEARWALLS. 7. 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 OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%(, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL ISM" THICK, APA RATED 5HEATHIN6 ,12& EXPO5URE 1 055 OR PLYWOOD PEf AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED. Window a Door AIIcNable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16 Garage Door +11.1 PSF/-Iq.7 P5F +11.1 P5F/-Iq.7 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 PSF/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +I8.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 P5F/-17.6 P5F ®End Zone 15 defined as the Smaller of 10% of lea5t horiz. dim. or 40% of mean roof height. NOTE: Pre55ures charted here are allowable Pre55ure5 and have been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pressures. ROOF FRArM I N6 • 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/16" MIN. 056/PLYWOOD SHEATHING 24/b, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL EDGES ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 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 FRAMING w/(2) 3"x0.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP5ON HETAI6 FLUSH 6.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516115TANDARD5 FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL • I: I EXTENT OF OVERFRAMIN6 •--- - - -INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES DE516N IS BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN 5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = 7 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ 5LEEPIN6 AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ 6UAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED RISK GATEC70RY II 6ENERAL FRAM I N6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX). ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS +€ HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES a 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. @ EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10'6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"0.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3Y2" SIMPSON 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 161 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 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 ✓£ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5CREW5 (OR 6 %" TRU55LOK 5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • I-JO15T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAtL STAIR GON5TRUGTION NOTE5 (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMPSON A55 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALL5 w/ (2) 3"0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. z z J= w w Z o �IcZCn Z w aa. Z= Q c � W :2 C/� = j cl =a Q A Z a CD W y p o ca M LY CD N C■ M a IF M&K project number: 068-2001 1 project mgr: ,J S B drawn by: ]`JjJT issue date: 02.01 -21 REVISIONS: date: initial: sheet: RS•� a 0 SW0.0 1 ': a, f; 2x8 LEDGER FA TO GMU W (2) y4 5y4" LONG TITEN 5GREW5 @ 16" G P;=,&P I ANIA1 i717nPP;=n RPAMC�. LECGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • - — — - -INDIGATE5 1/8"A" SAW GUT GONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDCAN / 5TRAP 5GHEPULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 67. TO GMU WALL w/ (1) 5IMP50N M5TGM40 STRAP W (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUGED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 i ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES W RIN6 5HANK NAILS ® 5" O.G. (U.N.0). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 5AY5 FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 5IMP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BGSI I GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 8 5RAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES W 2x4 LE06ER FASTENED TO FRAMIN6 w/(2) 5"xO.151" NAILS 9 16" O.G. UPL I PT GONNEGTOR5 BEARING CONDITION TRU55 GONNEGTOR LENGTH < 15' 5IMP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 5IMP50N HT520 WOOD STUD WALL/WOOD BEAM 5IN6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH 6.T. 5R6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/1PI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GONSTRUGTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: - ,d co e u ";,`W © coPYngli#1I�INa16P e��b ac0 z JLU w w z CD z w J Z= WC T � i _j JN Z W 0 y W a rn ¢cz � a E m � a� 0 y 2 m O N ta) O. M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 02-0 1 -2 `I REVISIONS: date: initial: z IL � Q 0 z LL � w (6 L 0 � o L W � � d 0 Uj0 0 Q U.. 2ND FLOOR �R*4IN6 PLAN Ca � x d H SCALE: I/4"=I'-0" (2244 SHEET) z 1, Q Z SCALE: I/8"=I'-0" (Ilxli SHEET) N .'�, J J sheet: Sm 1 .2 I 1- LL O LU LL l6 LL O LU v LL LEGEND • 1-- = = = = BEARING WALL ABOVE • BEAM / HEADER • M � M LOCATION AND EXTENT OF 5HEARNALL & I: : : : : . : : : I EXTENT OF OVERFRAMING — — INDICATES I/Wxl" 5AN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. ROOF FRAMING ' SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES & 0 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END 4 DRAG TRUSSES rq/ RING 5HANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. ' ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELON w/ 51MP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BC51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. UPL 1 fT GONNEGTOR5 BEARING GONDITION TRUSS GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD NALL/NOOD BEAM ROOF GIRDER TRUSS BEARING ON ALL 51MP50N HT520 HOOD STUD NALL/NOOD BEAM 51146LE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR 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 DESIGN 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYP I GAL STRUCTURAL NOTE5 � 5GHEDULE5 seal: rn o a r _ X'a © copyright440111111 R11 Structural Engineering, Inc. 0 cm z J7 w w Z c c0 C" z w aQ. J Q Z .—oc ¢ o CC E W� � cu .5 j =J C] a J Q. coo z W p Y o y LY m` c c M d 7 M&K project number: 068-2001 1 project mgr: ,JSB drawn by: MJT issue date: 02-0 `j -21 REVISIONS: date: initial: � 0 LL 0.4 1.lA.AA1 Q z U x z a W W ROOF FR*M 1 NG PLAN � J SCALE: 1/4"= I'—O" (22x34 SHEET) 0 U SCALE. 1/6"=1'—O" (110 SHEET) I LL z 0 (0 Cf) 0 > 0Z x � JJ sheet: SmI.3 FILLED CELLS (SEE PLAN) V11TV'tVC & 6ey ICI N1M rN GONG. OR PAVER 6ARA6E HALL DRIVEHAY r BEYOND 6ARA5E SLAB m 4" (SEE PLAN) a e e _ III —I I=I I —I I I —I I MI I —I I IM I 16"x8" THIGKENE =III —I I I —I I I=I I I —I I I —I I I —I I I; ED6E N/ (2) #5 —III—III—III=III=III=I I I- GONT. 11. , III, , 1— GONT. I 1=1 THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OL11 zxq co O . 6RADE o z .111III1 0 #5 DOWEL W/ 6" HOOK AT II=III-1 ALL VERT. WALL REINF. 1 I I=� I III=III = IIII I (5EE PLANS FOR LOCATION) 11=III—III—III—I _ GLEAN COMPACTED I I 1=1 I I= 1 FILL o q5% I'-0° MONOLITHIC, FOUNDATION STANDARD DENSITY MIN. W(2) #5 GONT. ON CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FTC. SHALL BE I'-4" WIDE W (2) #5 BAR5 GAR�GE CURB DT�r EIL scAL;=: Nrs 8" GMU BLOCK BEYOND EXTERIOR DOOR— MTL. THRESHOLD —� SET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) ---\ m R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) rr - �R -L mt2 MONOLITHIC GLEAN COMPACTED` _I F= FOUNDATION H/ i2) #5 FILL o q5% STANDARD 1'-0" GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND STORY WALL OCGURS DIRECTLY ABOVE THE 8" GMU NALL SHOWN, FT6.5HALL BE I'4' HIDE W (2) #5 BARS n EXTERIOR OUTSWI NG 4 56D POURED BILLS DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID z do O GRADE ' -IIMII Q ' _,Illllm R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) _e a:11111111�1111��1111- -=III I 1) #5 DOWEL N/ 6" HOOK AT ALL VERT. HALL REINF. I I I II III=1 I=I , I I (5EE PLANS FOR LOCATION) —III III —I � I —I I I GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION STANDARD DENSITY I -oil N/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. SHALL BE 1'-4" WIDE w/ (2) #5 BAR5 FOOTING SECTION & BLOCK PETAL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PAVERS (SEE PLANS) < d e —III—III=>Y —III s III —III —III —I —III=1 i t—I I I —I I —I I I —I I I- '—II- 1=1 m III I I 11=1 I I —I 11= "III ='III"'III"'III MONOLITHIC 71 GLEAN COMPACTED " 111 —11 = j 1' FOUNDATION H/ (2) #5 FILL ®q5% STANDARD I -O :: GONT. ON CHAIRS DENSITY AND TERMITE MIN. TREATED WHERE 2ND 5TORY WALL OCGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'4' WIDE W (2) #5 BAR5 ENTRY DOOR DET� I L 6 SCALE: Nrs Y2" Ox6" LONG PRESSURE SIMPSON TITEN HD TREATED BOTTOM 5GREH5 0 4'-0" O.G. PLATE AND 12" MAX FROM END OF NALL III-III-III-1I1= a _III-III=1IImIII-11 UPLIFT GONNECTOR5 SUCH AS STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL NHIGH REQUIRE 5UGH HARDWARE HILL BE SPECIFICALLY NOTED ON PLAN. 1 /1 I NT. BEARING WALL FOOTING DETA I L 8"x8" THICKENED SLAB W/ (I) #5 GON I . THICKENED EDGE PETAL L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) `t EXP JOINT v m �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) Qd .. d : a e � I —III —III —III a � I—III—III=III—� ea _III_III—III_I III —I I I —I I=1' —III-1 d` I 1) #5 DOWEL W/ 6" HOOK AT _ III —III- ALL VERT. WALL REINF. I—III=III= III- (5EE PLANS FOR LOGATION) GLEAN GOMPAGTED I I I —III —III .I III=111= FILL o 015% MONOLITHIC FOUNDATION STANDARD DENSITY I -0: N/ (2) #5 GONT. ON MIN. CHAIRS WHERE 2ND STORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HOWN, FT6. 5HALL BE 1'-4" WIDE W (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF NALL AND SPACE o 32" O.G. 2" L (6" MIN. EMBED) STUD PLATE TIES PER Q PT BOT. PLAN o STUD TOP $ > PLT. BOT. a.. e ,4 '6< d e ad (2) #55 GONT. N/ „ 3" MIN. CLEAR 8 8 UPLIFT CONNECTORS SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON HALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. NALL NHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA6E STEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6RG"`JT CELL 50LID zq� a� O BADE ' III=III=III=III= R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVG CHASE SLEEVE TO BE I (=1 THIGE THE DIAMETER OF `o 1=1 =1 —= III�1 I I PROTECTED PIPE GLEAN COMPACTED 11 111 111111111111 111 I - FILL o q5% MONOLITHIC, FOUNDATION STANDARD DENSITY I -0 H/ (2) #5 GONT. ON CHAIRS MIN. WHERE 2ND 5TORY WALL OGGUR5 DIRECTLY ABOVE THE 8" GMU WALL 5HONN, FT6. SHALL BE 1'4' WIDE W (2) #5 BAR5 GH�SE DET�r I L 8 SCALE: NTS seal: rn r W n b .�.aa u © copyright' ivy � � Struof ur ngineering, Inc, z Z JLU w w Z o C7 Cn Z w a J C� a Z Q o H U . V -,r Q C� tUJ�'�' Q) .5 -,1-- =a M Z Q. CD M W p Y o y LY m` c c OC cr) M M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 02-0 1 -2 `j REVISIONS: date: initial: sheet: SDm I SCALE: NM SCALE: NTS PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Yz" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH tr REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 3/4"=1'-0" EXTERIOR WALL 5HT'6. TO RUN CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2'x0.131" m 3" O.G. INTO 50LE PLATE 2x GONT. RIBBON (TOP � BOTTOM, FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"x0.131" NAILS 2 Y2'x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 5IMP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ Iq.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKING/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 SECTION VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR GONNEGTOR SPEGIFICATIONS CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 PROVIDE_50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRUSS 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 SOLE PLATE TO GONT. RIBBON w/ 3"0.131" NAILS ® b" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"x0.131" NAILS ® 6" O.0 FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 5IMP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OVERT RAM I NG CONNECTION 17ETA I L SCALE: N.T.S. FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. WYY DIA. ANCHOR BOLTS @ 32" O.G. WITH 7" (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE W 2Y2"x0.131" NAILS @ 3" O.G. 8" GMU BOND BEAM W (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. SPECS 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2Y2"x0.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3)/4"x0.131" NAILS MIN. 2 Y2"xO.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BONE) BEAM w/ 5IMP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON INSIDE OR OUT5IDE FACE. OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION SCALE: SECTION 38 SCALE: S/4"=1'-0': 2x EXTERIOR WALL ® STAIRS OR 2-5TORY SPAGE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRU55 w/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLO7PLAN______�USSE5HT6. TO FIRST -PETRU55 W 3"x0.131" NAILS ® 6" o.c. 2x4 (MIN.) 5PF #2 BLOGKIN6 A5 SHOWN AT 48" o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"xO.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/a"x0.113" RIN6 SHANK NAILS ® 6" O.G. id T ZE 2x FASCIA -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SECTION FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"0.131" NAILS ® 16" O.G. FLOOR TR1155E5 -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - �} SECTION f SCALE: 3/4"=1'-O" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (3) 3Y4"x0.131" TOENAILS 2x4 ® 16"O.G. FA5TEN9P- TO GABLE END TRU55 W (20'xO.131" TOENAILS. 6YP5UM BOARD-- q�� MAX PER ARCH FOR FIREPROOFING 6ABLE END VERTICAL WEB - REINFORGINS AS REGURIED BY TRU55 MANUF. 34"0.131" TOENAILS ® IT- O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD OF 6ABLE END TRU55 TO TOP PLATE WITH 5IMP50N A35 CLIPS ® 32" O.G. FASTEN BOTTOM OF 2x4 BRACE TO DBL. TOP PLATE w/ (1) 5IMP50N H2.5T 4 (2)3 Y4"x0.131" TOENAILS FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER W 2 Y2"x0.13I" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF. SPECS FASTEN 5HEATHIN6 TO 2x4- 5LOGKIN6 w/ 2 %"xO.113" RING SHANK NAILS @ 4"O.G. 2'-O" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO.ROOF L2x4 BRACE w/2x4 T-BRACE, SPACED ® 4'-0" O.G. MAX. FASTEN 2x4 TO 'T' W 3 Y4"x0.131" NAILS ® 12" O.G. (NOT RE-0V AT TRU55 HEI(5HT5 4'-1" OR SHORTER) 26 SECT ION SCALE: 8/4"=1'-0" SHEARWALL ABOVE --� FASTEN 5HEATHIN6 TO BLOCKIN6 w/ 2 %"x0.11 NAILS ® 6" O.G. INSTALL 5HEATHIN6-, PRIOR TO INSTALLING LOW ROOF TRUSSES LOW ROOF TRUSSES -SEE PLAN --- PROVIDE ADD'L- VERTICAL IN TRU55 FOR BEARING 2x LED6ER -------- -REFER TO "ROOF FRAMING NOTES" EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM 06 SECTION SCALE: 3/4"=I'-0° 2x4 BLOGKIN6 w/ (3)3 Y4"x0.131" TOENAILS EACH END (4) 3 Y4"x0.131" NAILS PROVIDE 2x4 BLOGKIN6 ® 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 w/SCREWS /NAILS ® 6" O.G. 2x6 CONT. BLOCKING FASTENED TO EA. STUD W (3) 3"x0.131" NAILS FASTEN 50LE PLATE TO FLUSH BEAM W 3"x0.131" NAILS o b" O.G. FLOOR TRU55E5 (SEE PLAN) FLUSH BEAM OR FLOOR 6.T. (SEE PLAN) seal. 3 4 F 5 � N �°� ; oe V ®A. P RR b V P IN 8 9 .. �L e s "w., W,3 Bc n'61111 aF 5 4 9, A. © copyright: Mh%(��� 4 Structural Engineering, Inc. aCD z Z_ LU w Z c LO Z w CL J Q Z= � Q Q t W E 'o_ y - T J j m E �Ilr a J� Q (1)o Z -a c W 0 0 o CAm` LY c N C■ M CL I;ir IV M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 02-01-21 REVISIONS: date: initial: LETTERED DETAILS ,ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS, T_ sheet: SDM2 M — BOND-BEAM—� -,----GONTIN. PREGAST HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GAST-GRETE GAST-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW QLMZA50NRY PIER DETAIL SCALE: NTS TRIPLE WINDOW SIM. NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 5IMP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK I Y DRILL 6" INTO EXI5T'6 SLAB, EPDXY 8 DRIVE I Q #5 DOWEL, PROVIDE MIN. 30" LAP SPLIGE I I I O \I I I z SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL 4. . I I I 1=1 1=1 11=1 1=1 6RADE a I I —III —III —I I 1-1 =1 11=1 11=1 11=1 I I 1=1 I I —III —III— —III—III—III ' . ° 111—I I 1—I 1- Ia s �— I. 111=111 a a III —I � �— II— . M 155ED DOWEL RETROP I T DETAIL SCALE: NTS SIM. ® GMU STEM POR DROPPED GRADE P.T. —\ PO5T P0 PROVIDE (1) SIMPSON G520 STRAP ON EACH EXTERIOR FACE OF POST, cl" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=I'-O" SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION 4FO NOT SHOWN HERE ASTEN EA. ROOF TRU55 TO GMU w/ IMP50N M5TMI6 TWIST STRAP. ASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 " LONG TITEN SCREWS ROVIDE M015TURE BARRIER 'LATE (PER TRU55 MANUF.) AGH TRUSS. ROVIDE 2x FLAT BLOGKIN6 FIT T16HT TO :OOF TRU55E5 ® EVERY OTHER BAY ASTENED TO GMU w/ (3)Y4" DIA. x 3Y2" LONG APGONS. FASTEN BLOGKIN6 TO ROOF RU55E5 w/ (2) 3 Y4"x0.131" NAILS @ EA. END. RETROFIT DETAIL P SCALE: 3/4°=1',,,G" SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT SHOWN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FASTENING FULL DEPTH BLOGKIN6 FASTEN EVERY OTHER (�'8" 05B (MIN.), 13/4 LYL OR TRU55 TRUSS (w/ WEB BLOCKING FLOOR TRUSSES BLOGKIN6 PER MANUF) ® 48" AS REQ'D) TO 2x BLOGKING -PER PLAN O.G. FASTENED TO 2x BLOCKING w/ (1) 51MP50N A55 GLIP w/ (1) 51MP50N A35 GLIP---�_ `— FASTEN EVERY OTHER TRU55 TO GMU w/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 yi" LON6 TITEN SCREWS 2x6 FLAT BLOGKIN6 (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (5)Y4' DIA. x 3Y2" LONG TAPGONS ® EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKING w/ AN %NO.131" NAILS ® 3" oz- RETROFIT DETAIL Q SCALE: 3/4"=1'0 " STAIRS (2)2x8 FLUSH BEAM BEYOND (1) 51MP50N A35 GLIP (3)IOd TOE ® EA. STRINGER ®EA. J015T A!:5 2x8 LE06ER FASTENED TO GMU w/ (2) a%;" DIA. x 3y" LONG TAPGONS @ 16" O.G. 2x8 LANDING J015T @ 16" O.G. 2x OR 1" 055 DEGKIN6 (TYP.) —� EXTERIOR GMU WALL (5) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRIN6EIZ5 (1) 51MP50N A35 ® EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE w/ (5) %" DIA. x 3Y4" LONG TITEN 2 SCREWS FLOOR TRUSSES -SEE PLAN FLOOR 6.T. ' - PROVIDE VERTICALS OR SOLID BLOGKIN6 EA. STRINGER LOCATION STIR SECTION 1 SCALE: (1) 51MP50N A35 CLIP EA. STRINGER 2x OR 1" 055 DEGKIN6 (TYP) (2)2x8 FLUSH BEAM SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE X FLOOR TRU55E5 -PER PLAN FASTEN BLOCKING TO GMU w/ 51MP5ON MT5MI6 TWIST STRAP. FASTEN STRAP TO GMU wl (4) V4" DIA. x 2 y4" LONG TITEN SCREWS \\-2x(o FLAT BLOGKIN6 TO EA. 51DE OF 056 BLOGKIN6 (16" MIN. LENGTH) FASTENED DOWN TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGONS. FASTEN LADDER TRUSS, TO 2x BLOGKING w/ 3"xO.131" n TOENAILS ® 3" o.c, �l�%�1T DEVIL -0" (5) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRINGERS (1) SIMPSON A55 CLIP ® EA. STRINGER 2x4 BLOGKIN6 BETWEEN 5TRIN6ER5 FASTENED TO BEAM BELOW w/ (3)IOd NAILS 2x8 LANDING J015T ® 16" O.G. (3)IOd TOENAILS ® EA. J015T 2x8 LEDGER FASTENED TO GMU w/ (2) Y4' DIA. x %4" LONG TITEN 2 SCREWS 16" O.G. EXTERIOR GMU WALL LETTERED DEVILS ARE TYPICAL FOR NUMBERED DEVILS 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 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. '�Y F,ttL ��p g iP F seal. °5 P. J �I 6:.. 0® 1TE F tl pirx _ a ,^tl © copyright: 101mvUI ® Structural Engineering, Inc. az Z JLU w w Z c C" Z w a J a Z= li-- v c_ A lq:r it tom) I— E � n� .51 !JE Jz CDg W y M W c N C. co G. M&K project number: 068-2001 1 project mgr: JSB drawn by: MJT issue date: 0 2,-0 `j -21 REVISIONS: date: initial: sheet: P4 a Z h 1% �-7-11 1 - -7— 1 1 1f SDom3 PERMANENT ROOF TRU55 BRACING NOTE5: (SINGLE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRAGED AND ERECTED IN AGGORDANGE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGI% OF METAL PLATE GONNEGTED WOOD TRU55E5," (2008 EDITION). 2. TOP GHORD BRAGIN6: TOP GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHING. • IF 5HEATHIN6 15 NOT DIREGTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, GONTAGT M$K FOR BRAGIN6 DE516N. 3. BOTTOM GHORD 13RAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRAGED BY DIREGT-APPLIED G.W.B. GEILING 4. WEB MEMBER BRAGING: THE TRU55 MANUFAGTURER SHALL INDIGATE THE TRU55 MEM5ER5 (WE55, VERTIGAL5) THAT REQUIRE LATERAL 5RAGIN6/RE5TRAINT. a. T' OR 'L' BRAGE: WHERE 5RAGIN6 15 REQUIRED A5 INDIGATED ON 5HOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE 13651-53 FI6URE5 53-1b $ 53-19). 5HOP APPLIED REINFORCEMENT PER 5G51-53 FI6URE5 53-22 $ 5G-23 15 AGGEPTABLE. • 'T' $ 'L' REINFORGIN6 MATERIAL SHALL MATGH THE 51ZE OF THE WEBNERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 010% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO WEBNERTICAL W/ I6d 6UN NAIL5 (0.13Ix3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL 5RAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL 5RAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EAGH DIREGTION. 5EGURE BRACE TO EAGH TRU55 GOMPRE-55ION WEB w/ (2) I6d 6UN NAILS (0.131x3 1/2"). • GONTINUOU5 LATERAL BRACING SHALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THIGK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTIGAL WEB MEMBER5 OF TRU55E5 GLO5E5T TO EAGH GABLE END WALL $ ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) I6d NAIL5 ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A � ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP ACROSS MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON613ACK (NOT REQ'D FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B GOMPRE55ION WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE 9 (3) OR MORE ADJAGENT 51MILAR TRU55E5 (5EE " INDIV. TRU55 5HOP DRAWINGS FOR LOGATION5) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGING AT BOTTOM CHORD (NOT REQV FOR 5TRUGTURE) DIREGT-APPLIED 6AB CEILING 5EGTION B-B ALTERNATE MEI W M3M W OR MORE SIMILAR TRMM AM 6MP® 3 0 DIRECT -APPLIED 5WB GEILING — TYPIGAL TRU55 ELEVATION WEB MEMBER REQUIRING BRAGIN6 A5 INDIGATED BY TRU55 MANUFAGTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR GON5TRUGTA5ILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REQ'D FOR STRUCTURE) 'L' OR 'T' BRACING A WEB5 DE516NATED BY TRU55 MANUR PERMANENT TRUBS BRAG I N6 PETALS LS $ NOTEB SCALE: NOW VIREGT APPLIED GEILIN6 LETTERED DETA I L5 ARE TYP I GAL FOR NUMBERED DETA I L5 ARE PLAN TH 15 HOME i 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GAT'—`) DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: v `T OF o X. �I Inc. nz Z J� w w Z N g Z C" w aa.. J Q L � �_ Z Q� F— . m W :2 J m a Jz Q. �o y m L6 W C y c+� a M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 02-01-2 `j REVISIONS: ■ date: initial: ■ IN !-0 sheet: PBSBm 1 T I I N 11 1 1- r 4