Loading...
HomeMy WebLinkAbout6960 Shelby Lynn WayABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRi+.',D BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/13 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAI,9 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 SQUTARE FOOT DN DOWN P.T. PRESSURE TREATED DR DW DOOR DISH WASHER QUAD QUADRUPLE DWG D.S. DRAWING 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 LOCATIO14 IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH wC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB > VTJ In l ali TM C C) V" T)�a " 10, s 90 Matawan Road ac- Matawan, NJ 07747 1 (732) 383-2200 IVANHOE ASPIRE ELEVATION "A" 6960 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 081 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLOOR 2ND FLOOR TOTAL A/C ENTRY GARAGE LANAI TOTAL U R 1131 SF 1,535 SF 2,666 SF 25 SF 453 SF 120 SF 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 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN X",1 STAIR & RAILING DETAILS A5.1 BUILDING SECTION A5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS WP-2 WATERPROOFING DETAILS E1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS •9 A O :�,: S T:E� •: • h OR SEP 2 1 2 r r,r cr- w >- = Lr 0 >- >�Q0 wool-- It cnUw w � QWI-- _��-j cl_-� LL00� zzFw <U)< w-i¢�a = it _ _3 2 Z LL Qzo cz 0 0 0 U 0 � �. w < 00 w A 0 U) z 0 w A w >J w ~ 0 D a, v! U w 0 m: m< O_ OC N w z ul U) Eg O + '. wz QQQ a y ,yF COMMUNITY:, LINKS AT CALUSA Phm RELEASED: 9/22/21 SHEET GSI GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: I GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2, THE USE OF A VOLUTETURNOUT,STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES , OVER THE LOWEST TREAD.GLAZING ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROMHABITABLE ROOMS ABOVE THE GARAGE A PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE - P BOARD R EQUIVALENT NOT LESS THAN 5/8 INCH TYPE X GYPSUM O O QU AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GUARDS 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY A14D CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. T E E F KEYS,T L OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES WITHOUT H USE O TOOLSTHE EXCEPTIONS: INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: -� WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. IN THAT WILL NOT ALLOW A 4-INCH-DIAMETER 102 MM SPHERE 1. OPERABLE WINDOWS WITH OPENINGS H O O C ( ) LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2 2.. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4 INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4 INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 ) R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN 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 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD ASTM C1288 OR ISO 8336, CATEGORY C ( ) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT MANUFACTURER FOR EACH WINDOW. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 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 PERMITTEDTO APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS., ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES ( ) AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSSELF-ADHERED R311.7.5.2 TREADS MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES 956 MM . ( ) WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. LLI �-_cr Lu �00� 5; cr Q o W :D C) H cnUw w Q�WI- _ F- � J cc Tfr Y Q H Z 06 LL O cn _O LLJ Z Z Z ~ Z_ � J L1J Q tl 2 fr a_ �U)000 :D Z LL CA H Q Z r .� n .-� 0 � Q � H 0 0 U tn O w Im mr-m O 00 Z LL� i� 0 w w Z w rr� v ! U 4t w O z O_ r N W U) Zw o� w U o O r as N 77 * ' L. ST E O : P.� a LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET CS2 I ' 40'-0" - -- 6'-4" 26'-0" 7'_8" *3050 SH 3 SIDED ACRYLIC 36"x60" ACRYLIC SHOWER HEAD *(2)3050 SH (36"X60" EGRESS)] S RROUND SHWR PAN & CONTROLS (36"X60" EGRESS) �Rlcill / N lop0BEDROOM 2 co ���� we "' OWNER'S SUITE 8'-0" CLG CL I -_ _ T 8'-0" CLG I ' � /1 1 v V-3 i 2'_5" 2'-3" 3'- 02--- 32 15'-3" ,\ -IN — UP w °C OWNER'S BATH o TUB PER _ r COMMUNITY - ic;j Lo 3 SIDED p SPEC ACRYLIC N SURROUND T R&S XFER \ ��, HALLE r, GRILL - ' Cb �`� BATH ---- 5-5 0. i� 8 -O 0, N DRYER VENT /00 '2" ��ti LNDRY Q i - 2� r - Lo c\1 N II al -- ----_ = I OS� MATCH TO II OI 8' 0" CL� = Y _ C7 1 ao WIC N 0� >1 = i WALL BELOW 8'-O CC G (D R2 -- j� � ° ' Ir. I L I I I10'-5" -- ----- x 11� r--- I ed 1 I ,f22"x�F 0�, N iiN I Q i„ L T 'I P TTIC ACy6)�SSol_I = 0' 18 -5 _ j�i� _ ��,j I I I I I I I B-----�-- 2�s 4 12" S ---- --R&S LOW WALL �t WASHER pX �� N L _ _ _ _ 1 p __ 4 -92 ___ 3' -72 4 -0 5 -31 7 -02 ;?3 -92" 7-22", 36" HT. HNDRL. I 41-311 --- _ 1 cli RAG ION HALL XFER 1D6NR BR3 LOCATION 8-GRILL I I I I II II -- .6i WIC - - - - - - -------- -------------- --------- 8'-0" CLG BEDROOM 3 8'-0" CLG LOFT 8'-0" CLG co co T T co BEDROOM 4 r 8'-0" CLG *305 SH *305 SH (36"X60"EGRESS) (36"X60"EGRESS) 5'-8" 10'-0" , 26'-0" I 2 A5.1 SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" 10'-4" 40'-0" 30 0 SH 7'-O" --- 7'-O" .. 14'-0" 01 I 40'-0" ol 11'-4" I 12'-0" " 16'-8 6" 11'-01, 6" -------------- STUCCO WRAPPED --------- - - ------ - ..--------- --- - o - -- — -- BEAM @ 7-8" o CL _ STUCCO WRAPPED _ a¢ _CO 4X6 POSTS Q CC o LANAI o o_ � m 8'-8" CLG. U W In ' co c MOISTURE RESISTANT cn o � DRYWALL CLG. 6'-0" 8'-0"- -�- 14'-0" 12'-0" 25 SH 6068 SGD TEMP I 11'-8„ I 1 I r 1 0 6-1i' 3'-52" T DINING AREA I I I I 1 I it _ 8'-8" CLG I T I IIJ 1¢ ° o I I� � r T T olI_j o� 32" RK L 8' 111 i12" i 9�_82't 8'-6" 1 = KITCHEN REF. *-IN -°,N c'? WATER INE M c=n rn 8'-8 L --- N PTRY p F- - OPT. - _ �� r-----� REFI �---- -- ---- / __ I (WHI I 2x6 WALL J . / (N 2'-2„ o c\1 V 3'-11" BOLLARD PER WALL BOARD COMMUNITY ON GARAGE SIDE Lo 2868 W/ PROVIDE SPECS. INSULATION AS r; SELF REQ'D CLOSER A5.1 x} 2" - IN CONCRETE o CURB 27'_0" (2)25 SH GREAT ROOM c" 8'-8" CLG 2X4 STUD WALL & SOFFIT BELOW STAIR W/" GYP. BD. m 71 9" 4'-4" 6 _5" J: 42„ LOW WALL p 8'-0" I I I I I I I, I 3' 6-' Lo - - 2 UPzo LINE OFFLOOR i i I I I I I ►� ABOVE I I 36" HT. HNDRL. 1 1� O 1 N 6C7 (z)2x4 -O2 3�STORAGE WALL Q �N (4)12" SH WC I T \ 2 L------1 3-SIDED X ST i� X ACRYLIC �N `t cr — SURROUND BATH " f0i c\1 20'-2" 6 -32 3 -72 8'-7" 2 CAR GARAGE - -- -BK - s' s" CLG FOYER CM XFER , SHOWER --------------------------------------- I `5/8" TYPE "X" GRILL HEAD & CEILING BOARD ��'i CONTROL ABV. -'' EXTRA SUITE BEDROOM `•' 8 -8 mI I — -- ENTRY Cd o t .' `• I G I N cUno U0 ARCHED 2� _ y 16070 GARAGE DOOR OPNG. SE 2'-1 1" LINE OF i 10'-62" co FLOOR I N ABOVE *25 SH I 37"x63" EGRESS 2'-8" - -- - 16'-0" ' 2'-8" 3'-11" 8'_8" - 5'_4„ - 21'-4" I 4'-8" 14'-0" ol ' 40'-0" FIRST .FLOOR PLAN SCALE: 1 MK)'-0" , LEGEND SYMBOLS SECTION 6�BUILDING/WALL MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE UP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 0 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS STAIR DIAGRAM N 'J 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 HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; 1 1/4" MIN TO 1/2" MIN. 2" MAX DIAMETER RETURN HANDRAII M SECTION PLAN PROVIDE HANDRAII, IN COMPLIANCE WITH FBC 7th EDITION TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKETSPACED SOLID SURFACE ' ` O.C. FOR COUNTERTOP j �16" VERHANGS GREATER THAN 10" TOP PLATE , 2x4 STUD WALL 4 1'-2" MAX SEE PLANS FOR 1 ' � WALL LAYOUT- 1/2" GYP. BASE CABINET AS i BD. PER SHOP DWG. N V i WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR 4 m ❑ J W wz0m: } > IY <C O W C) F-- U) 0 w Q W F- _ Q _ Ir Y O F— z 06LL00C/) Z z z F It <2_j w W :c = cr 2= Z)=zLLw 2P<z❑ cz-� Z n CZZ�� Q Q 0 0 0 V Z 0 o Im U w 00 0 a 0 Z a < 0 x 0 w (L x U) 0.0 w w 0 X Z O E Ix U U) W IO u, - `0 o w O a No 77824 CZ '. AT OF 4.INK CALUSA: SPRINN- PLAN # 6103 RELEASED: 9/22/21 SHEET A `I `I . I1 6 p 1'-10" FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 4" WID STUCC BAND (+' WINDOW SILL co WINDOW SILL DETAIL T T SCALE: 3/4"=1'-0" 5:12 0 =� 5:12 -0 EJ FIN. FLR. 3r 4" WIDE STUCCO BAND (`+1) ❑ \ (� / z co O U U v� O H REAR ELEVATION SCALE: 1 /4"=1'-0" 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) - BLDG. HEIGHT 5:12 \ \�� 12 5 18"X30" DECORATIVE FOAM LOUVERED DETAIL 1 cV 3050 SH = '3050 SH 1 T.O.2ND FL N i FIN. FLOOR �RAnF - - - - - - - 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1 /4"=1'-0" 5 1� 0\ 1 � ftm ' C_ 3050 SH 11 El Co N w F r L:tj 25 SH --- 3068 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" FASCIA (TYP.) -- — - - T.O. WALL -- - — — —T.O. WINDOW -- 1'-0" 4" WIDE STUCCO BAND (+1) O cV ' 00 r` 4" WIDE STUCCO BAND (+1) — - SECOND FLOOR - '6g T.O. MASONRY -' T.O. WINDOW T 4" WIDE STUCCO BAND (+1) 00 �t o0 FIN. FLOOR GRADE PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLORFINISH TEXTURE Fi�N 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 CEM13-4T PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) Ir W cr- wz O O I-- >o Qo W C) F- � U w 0 Q�wF- 2 Q ptr�lY Y O F- Z 06LLOOcn Z Z Z F- ul Z J CC�cnQ— Q4 IZ W 0- = ir J U p O U p = Z LL U) �F-QZp It Q N Q �o O � Q 4 0 U) 0 0 0 r� V ~ O � 00 j O w O w a MEMO ob r� vJ z w O 0 3 Z 0 rL ir U U) W 0 VI oa U) wZ as •��: No 77;2,4 'v �OF '. S .TE ks • q LIN spRjWY'ftOZ1 SPRI PLAN # 6103 :. : RELEASED: 9/22/21 SHEET A2. 1 1'-0 RIGHT ELEVATION SCALE: 1 /4"=1'-0" LEFT ELEVATION SCALE: 1/4"=1'-0" a PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE =•. '=<a<:r-::;,,'�. FINISH s:r - 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 C 1063 (CURRENT EDITION) Ir W > 2 cr- O O I-- >c ao w=) al- cnUW w Q�WF- _ C Q :D (r-CtY Y0E-Z .6ILOOc) ZzzFLu CC<C/)QJ WCLM(rIL CQ p O U = Z lL U) H Q z �� QQ rl rl a' OcNY, C t` O � Q Q 0 0 0 U L!? O Z a O 00 o � f-m w o � w w w w a.. A U) lC to w O x z Z 0 U U) W C3 z Z O d � o CKZ a as N • *. 7� 4 •• '9 S S TE OF CRtC�°''�fi' cowNtay },,. LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A2.22 - -- - L I I - _I t I __ I I I Ill'! I I 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 1535 SQ. FT. 737 SQ. IN. UPPER VENT 40% NET VENT MIN. 295 SQ. IN. UPPER VENT 50% NET VENT MAX. 368 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" Ir W } �o°� } > oC Q 0 W�F- CC U W w Q = W F- 2 Q - cr Y 0 F— z �Ii00C/) zgzzF"z_ J Q -� W CL 2 lr C- Z = z OW U) �F—QZ� 0 CZ c Q O Q 2 0 0 0 U r� V 0 Im Z mromo 00 0 (L 0 �..� 0 w 0 w ommmo 0� U) 44 w 0 x z >! rL U) W 0 U) Z O 4 w z *� N 7 40 990 4. 0%� E F ' '�� R I 0 P'•\ amiss '•• ..... LINKS AT CALUSA SPRINGS SEP Z 1 PLAN # 61 03 RELEASED: 9/22/21 SHEET A3. 1 1 X8 C (RIPP' CASK BY SF GYP. 2X4 KNEEWF BASE BOA PER SPEC STAIR SECTION SCALE: 1 /2"=1'-0" SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-0" SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1 "= 1'-0" AT FOOT OF STAIR CC W �r o >- >ocQO w p H Q Lu Z) LU F- _ � > I IY cr It Y Q F- Z U-00C/) Z, z F- oCJ¢�J T -=oCa �cnp0U p2ZLL �F-¢zo cz a Q N t n H I¢- 0 0 0 �I 00 w � A 0 cd w cn Act � w 0 z >! R OC N W 0 z Z O �o �Z a as •S O rE of 0R10�''� co ,,1% LINKS AT SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A4. 1 I I A 12 5 BEDROOM 4 EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BOTTOM OF LINTEL @ 7'-4" A. F.F. 12 5 I \ PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. L. HALL INSULATION PER ENERGY CALL. TYP. 2 CAR GARAGE BUILDING SECTION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) HALL BATH CL. , , , , , , , FLOOR FR ING SEE STRU URAL KITCHEN _ T.O. WALL 'T.O. _ SECOND FLOOR T.O. MASONRY T.O. WINDOW FIRST FLOOR GRADE N 11 go w p J F— w wz0� wLuZ0 >oCQO wpF-- U) Lu QWF_ _ � > J Ir z 0 0 W < W j Q J (L = cc J p O U p = z IL U) �I—Qzp Qcz N O �a Q 0 0 0 Vl 1� 0 O 0 U) z w �Oct A w 0 z 9 0 U) w 0 z z o� �o wz S�. *: o 7 4 p'. ATE OF I,,5 O R,I O P COMM LINKS AT S SPRINGS . PLAN # 6103 RELEASED: 9/22/21 SHEET A59 I I— - - I III I __ 11 1 _a --- 12 SEE ROOF PLAN (- INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 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 1 x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF WALL \ (REFER TO ELEV.) N 2X ALUM WRAPPED FASCIA S E BD. w/ALUM DRIP EDGE EL SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HEADER PER STRUCTURALS —EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT OL TOP OF CMU (REFER TO ELEV.) TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL 8" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION SCALE: 1/2" = 1'-O" 12 SEE ROOF PLAN INSULATION PER t; COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1 x PT DRAPE BLKG ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN 1I11 � SOLID SURFACE CAULKED @ WINDOW 112 GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. -HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. 'IF(REFER TO ELEV.) -2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE TYP. 1-STORY WALL ( SCALE: 1/2" = 1'-O" 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 STUCCO FINISH EXTERIOR CMU BLOCK WALL SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS D WINDOW GYPSUM — GYPSUM BOARD BOARD Z Q _1/2" 2" GYPSUM Cc w BOARD GARAGE a NICHE FOR ELECTRICA PANEL & WIRING I N ELECTRICAL PANEL ELECTRICA PANEL N EXTERIOR- 00 CMU BLOCI WALL iv CONCRETE CONCRETE CURB REFER CURB REFE I TO PLANS TO PLANS CONCRETE SLAB ON GRADE GRADE AT GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 112" = 1'-O" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. \ BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE I 1/2" (MIN.) CLG. BD. (e' TYPE 'X' GYP. BD. TO BE PROVIDED WHEN LIVING SPACE IS ABOVE GARAGE) SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANS 0'-0" SLOPE SLOPE FIN. FL. FOUNDATION co PER STRUCTURAL DRAWINGS WALL SECTION Cab GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M Z d � w d I I I I I I I I I I I I :IF I I I I I I I I I I I I I I I I I I I I I I I I cV ih -bo N - L —IL ----- 1' „ P" R r ,l., j \ram 1:, j � ;< ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF � PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH SEE STRUCTURAL — PLANS SLOPE TO TRUSS MFGR. DRAWINGS. \ HURRICANE STRAP EACH END \ OF TRUSS - REFER TO 7 STRUCTURAL. -- -_ _ob TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. w/ALUM DRIP EDGE TYP. CMU CO SCALE: 1/2" = 1'-O" SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OIL 0'-0" FIN. FL. `-FOUNDATION PER STRUCTURAL DRAWINGS LU M N Cad LANAI/PORCH NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION Ir w } 2 T- �001=— } > x < 0 L1J:z)0H cnUw < F- =a�cLLJ >Q CL �cr(r� Y 0 F- z �LL00cn zzzFw � _jQ�_j wa=crCL �1zLLU) �Pazo Q� o c k E f 0 0 0 �e olow" J m J co z J0 0 U U � a cWn CL Q w 0 z cn z N z O L d G O z LL i ti' •. (i vY No 77 t. .#� 4 w- * _ >o Q: S T E O twn i �/ . • \�' wog. J CO NITI�': LINKS AT CA 2 1 2o SPRINGS , x PLAN # 6103 w RELEASED: 9/22/21 w SHEET O Z Av.2 z Q O Y BARRICADE PLUS WRB (OR APPROVED EQUAL) * TYPICAL AT ALL WOOD TO MASONRY TRANSITIONS 2X — FRAMING FLOOR -SHEATHING PER SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER — BACKED LATH WALL SHEATHING 7/8" 3-COAT — STUCCO SHEATHING FLUSH WITH BLOCK WALL MID -WALL WEEP— SCREED/EXPANSION JOINT 6" SELF ADHERED FLASHING— / 5/W CEMENTITIOUSJ COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MEMBERS CONCRETE BLOCK MAINTAIN 1/8" GAP BETWEEN SHEATHING AND TOP OF BLOCK WALL EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = 1'-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 TYPICAL STUDS TYPE "M" CONTROL JOINT (CJ SCALE: N.T.S. z 2 in "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF IECK, NOT WALL SHEATHING) NaE AND WATER SHIELD 5" VERTICAL AND 15" DOWN ROOF ',AP SHINGLE - DO NOT NAIL, 4STALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING WOOD SHEATHIP'^ BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEMEI' ROOF CEMEP SHINGLE ROOFIf "L" FLASHING - SIDING SCALE: N.T.S. $" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT OR ICE AND WATER SHIELD AS REQ'D BY CODE _E ROOFING VI 111 LVl_AL. V V L.1 ILL/-11 �./ , L_:XTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z in BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH a" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING Z THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 STEP 2 0 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE W cl O O F- >ir¢O W Z:) 0 F- ir c)UWw Q Z W F— ir Q 0[: fr Y 0 F- z LL00U) zzz~z � J Q 2 J WQ--cn 2�� �2ZLLcn �F-¢zC] Q N cz � 0v n Q c) O g� 0 0 0 t� V 0 Z u 00 u� p0 0 J ON" L r 0 a� �w w w A U) w 0 z >! o_ En W cn z z 04 O ZVI< 4 :.. ATE OF 5 �0;��(�P. COMMUNI LINKSATCALUMI SPRINGS PLAN # 6103 RELEASED: 9/22121 SHEET GYP" l �.. Fx 0 MAK 14 F �M -S — it -i.—_ ---_.. �— -s I A1,_.0 . r�'.— boddi rig .-�� flI}=I I I 1 WRB INSTALLATION SCALE: N.T.S. n NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) c SEAL EDGE OF P.'f . WOOD BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. • Barricade Sill Corners f Barricade Conform Stretchable Flashing I laff 114IRRIC1111F PAP WOOD OPENING WATERPROOFING SCALE: N.T.S. M W _ M Lu O O wWz0 >Cr<0 W::)0E- o uj Q?� Lu > J (/) W W M Ir Y O h- Z �LL00U) zzzFz waa<� W � � (n p 0 = z LL 0 (n �I—QZ� g CLI Q g Q Q Q 0 0 (� 0o 0 0 0 J J CL I X w CL Oct w 0 z z O I= IL R U to w A U) Z oa w On �aaa LLjz% % - N 7 SOT E COMMUNITY: . LINKS AT CAL , k SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET Wl ~2 z :n z O J Z 1J s 2 z _ z z Q z s r z Q z D _ J D s i s s O O z s Q z Q s z J 1 JJ n JJ >Z Q z J 1 1J z cn O F- w w O CL If w _ O z Q c� a- O w w w J ❑ X w Cn w 2 O _ z Q z Q z O .. BEDROOM 2 ADD BLOCKING u- 220V of c7 o II GFI a� LNDRY II O 1 II I II 1 II 1 n � DISCO SD ADD BLOCKING 1_ �1 CL - - 3-BULB C 0 HALL '\,_ = ` BATH - 3 R' DATA i�[Tv n--'G 1. OS 3-BULB WIC IF---- i'I SD I tYLE3`SI L -- - HALL - - -- - CL - - - -= SD ADD BLOCKING BEDROOM 4 SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" CM OWNER'S SUITE ADD BLOCKING mly.- sre- %illp LOFT ADD BLOCKING .^ u u 0 20 AMP DED. OUTLET RANGE - FIELD VERIFY METER 2" PVC CONDUIT [2-2/0 COPPER 0-1 /0 COPPER OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PVC-- 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� �PL-_! -- - - - - - --- L _J 71 - - 7 __7__ ELECTRICAL RISER DIAGRAM NOT TO SCALE LANAI ADD BLOCKING VP AS REQUIRED FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE +c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 4 EXHAUST FAN (, EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR 1Q TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER s ELECTRIC PANEL DISCONNECT SWITCH dQ JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE... ...... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE w LLJ 0JF-LU WZO� wLuz0 >OCQO W01- � U W 0 QZ)WF- 2 - Q Y 0 F- Z LL 0 U) _O Z Z z H Z J Q Z J W IL _ t �WC)00 =ZLL(n �I—QZ� CZ n Q o O Q 0 0 0 j 0 J U I a U) u z w 0 w CL � cLL 0 cn O j WbEl 0LLM z O lz U En W Ca cn Z z O r �Z n aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET E 1.' I 1 1 III IRM-1] "r I }I 1 - r m SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" w W 2 CC �00E- } >oCQO WpF- cnUWw Q p w _ F- > J :D Ir Y O F- Z 06LL00c/) Z z Z ~ Z j Q � J W _ -i U p O U Z=zLLcn < Z �q) cz - CZ c� �6 a a a O O O � z U � 0 In VOW 00 � w 0 ,.J wa w a � a., En l< w 0 X z 0 K lx tn W 0 O� �o �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET PI.I I it I __ II _ a24 MA50NRY LINTEL A55EM13L I E5 5EE 5CHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO LsJ- MIN. (1) GOUR5E/BOND i L4J- MIN. (I) GOURSFJ80ND BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL. GROAT GROUT BOTTOM REINF. PREGA5T LINTEL w/ I ,,, I PREGA5T LINTEL W EMBEDDED REINF. ice-# EMBEDDED REINF. MB- I MB-2 TOP GO(I , IF L 1 I +-�- TOP COW -SE, IF � L4J i QJ i REOV PER ARCH. REOV PER ARGR v i i �----� TOP REINF. OR GONT. GONT'ND BEAM BOND BEAM REINF. REINF. A5 REOV GROUP GROUT BOTTOM REINF. BOTTOM REINF. '__`_­--PREGA5T LINTEL W I aI PRECAST LINTEL . EMBEDDED REINF. # �{ -#-�#- EMBEDDED REIi� MB-3 ry MB-4 MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OB/OT ----- ----- MB-2 8F6-IB/OT ----- (1) #5 MB-3 8FIb-I5/IT (I) #5 (1) #5 M13-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS N/ 5PAN5 6REATER THAN W-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 5TRUGTURAL DETAILS PB55-I I STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" VIA. x 2%" LONG TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'C = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR VIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 IN/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL WALL GORNERS. • VERTICAL 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 6-0" O.G. IN EXTERIOR HALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GLO5E TO 5QUARE5 A5 P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.G. TOENAILS 0 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS ® 16" o.G. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5EGTIN6 HALLS (2) NAILS (2) NAILS " 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) ommmmmi TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLOWING WIND SPEED 4 EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRE55URE GOEFF I G ENT = ENGL05ED, +/- 0.8 ANY WIND 5PEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION S APPROVAL FROM M+K STRUCTURAL ENGINEERING. EXTERIOR 4 5HEAR HALL 5HEATH I NG SPEC I F I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED W/ PI J12"x0.131" NAILS © 6" O.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2y2"xO.131" NAILS @ 3" o.c. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/52" PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 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 N/ 3Y2"x0.131" NAILS ® 16"o.G. USE (8) 3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32(6 SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL 15/32" THICK, APA RATED 5HEATHIN6 �b EXPOSURE 105E OR PLYWOOD PER U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure E3" OPENING 5IZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.1 PSF 16 Garage Door +11.1 P5F/-Iq.1 PSF +1 1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 PSF +20.2 P5F/-26.4 P5F 50 SOFT. +Ig.O P5F/-20.8 P5F +Ig.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 5QFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined o5 the Smaller of 10% Of Ieo5t horiz. dim. or 40% of mean roof height. ®Pre55ures have been derived from 2020 FBG Table R301.2(2). 3Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-I6 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ures above by a factor of 0.6 for ult. pre55ures. ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/16, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG5I I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 63., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: I EXTENT OF OVERFRAMIN6 • - - INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOWN / 5TRAF SCHEDULE SYMBOL SPEGIFIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4" 5T-1 DIA x V4" LONG TAPGONS INTO GMU. DESIGN ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL 5TRUCTURAL NOTE5 • DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING GODE. • WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 PSF B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5) = 30 PSF ® SLEEPING AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 PSF @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXP05URE AS L15TED RISK CATEGORY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE GON5TRUGTE0 WITH 2x 'STUD' 6RADE 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 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS 0 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 0 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 N/ l/16" 05B FASTENED N/ 2t12"x0.131" NAILS ® 6" O.G. ® EDGES 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10A6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/G OR 2 R01615 Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK SCREWS) 0 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID I" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" PIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04, 24" O.G., EXF05URE I, TONGUE AND GROOVE EDGES, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR GON5TRUGTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" VIA. x 3 Y2" LONG TAPGON5. • FASTEN END STRINGERS TO ADJACENT HALLS N/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN(5 ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. Vlu seal: of No 77 Z TE • III •111 S�O © copyright : MUL L e%' `! C�nN..rnl Cnn:nee�,nn-Ivy . 0C-0 z . JLU W w Z c C" z Wa Oa.. J °' cr_ Z� .a Q C.) It = 't �Q c_ W F- 'o j 3 JJQC) >. Cl)c Z W p Y oc� y M �h C N cc C cn n M&K project number 068-2001 1 project mgr: .J S B drawn by: BC issue date: 09_ `[ 4-2 `[ REVISIONS: date: initial: sheet: SM0.0 \• - _ -••1, fffino '1. 111_411 . 121_011 ,. 161_511 11. 9 o CV I.n �1• 0 N 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE HVAG 2 UNIT 5D-I I ILU w q 3 Y2" STEP SD • • • 1 • i 12'-q 1/2" 0+0 I F — I L--- --32� STEP; J ' CV 6'-2" LANAI SLAB: 3 Y2" GONG, SLAB ON 6RADE (2500 PSI MIN.) W 6x6-W1.4xNI.4 MESH OR FIBER MESH ON q5% GOMPAGTED FILL OR VIR61N SOIL. • • • • — — — — — — — — — Iq'-10" — — — — — — — 5.6.D. RECESS PER MANUFACTURERS INSTRUCTION ' m I • NOTE: REFER TO BLOCK i PLAN FOR ALL DOWEL i LOCATION DIMENSIONS. T-101/2" 11'-41/2" I'-0" 6'-111/2" I � � — — 3 Y2 STEP- -__— __-__ -- -. 4 e� I I • 24 x24 xl2 PLAIN 8 xl6 THIGKENED SD -I I I GONG. FT6. SLAB UNDER 10 BEARIN6 HALL SD -I • 5D I 4 I I (TYP.) I. 5D-I I-------J ---------- 3Y2" STEP b— — — z_-- -_ 1 6-2 3/4" 13'-1 1/4" 0 5 I I 7 I• 5D-I ( I I 5D-I I 3 Y2" STEPLid — Ln D_ I .• •• �_ ------------- I 5D-I I I 3 I 6 I I I I 3 5D- I 2 21_811 16 �_0 �� 21-811 5D-I 21'-4" 4'-8" 14'-0" 40'-0" 5LA5 FLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: I/5"=1'-0" (IIxl7 SHEET) I 0 N 0 N LEOEND • ® INTERIOR BEARIN6 WALL • - - - BEARING WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF SHEARWALL l: EXTENT OF OVERERAMIN6 L _—J • - INDICATES 1/5" A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES Seal: �•``PN . ESA, s �; � •� 77 d9�• c TE SEP It 'a,, © copyright : MULHERN & KULP Structural Engineering, Inc. 0 cD Z _J CC w w Z c CD C" Z a LZ Z= .a QQ F- W~ :2Q, N SC_ � m E a JZ Q o W Y to p o y W m` Ln �o N M&K project number: 068-2001 1 project mgr: J S B drawn by. BC issue date: 09-1 4-2 1 REVISIONS: date: initial: sheet: 0--i ui W (D 0 W Z) O d z H d >, Z J J 'y. Fm i ,o i t- 0 I M 1. 61-011 ,. 3'-2" , 4'-10" 110 6'-211 7'-1011 110 6'-411 110 51_811 1 2'-811 1, 161-0 I1 1' 2'-811 211-411 BLOCK PLAN SCALE: 1/4"= I'-0" (22x34 SHEET) SCALE: 1/5"=1'-0" (Ilxll SHEET) 51-/ 11 3'-211 14'-011 51-411 i r— 1 LEGEND • ® INTERIOR BEARING WALL • — — — BEARIN6 WALL ABOVE • BEAM / HEADER • M LOCATION AND EXTENT OF 5HEARWALL r-:-.-.-.-i I:.:::::::I EXTENT OF OVERFRAMIN6 --'iiiJ •- ----- ------INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE ED (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-05/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 M13-3 SFI6-IB/IT (1) #5 (1) #5 MB-4 8RF14-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO, AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS La/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 61RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW MA50NR*' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR AWL INFO ii _g MIN. (1) COUR5FJBOND—MIN flI GOIAtSE/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL. GROUT GROUT t30TTOM REINF. ,... _$, _� PRECAST LINTEL w/ I Q, I PRECAST LINTEL W EMBEDDED REINF. _ 4--r— EMBEDDED PEW MB—I MB-2 i i -- I i I I I+,- TOP GOUR5E, IF I I t- TOP COURSE, IF I �4J I L4_ I I I REQb PER ARCH. v I I REOD PER ARCH. ----' s TOP REIN. OR GONT. GONT. BOND BEAM BOND BEAM REIN. REIN. AS REQ D cROJT �Rour BOTTOM REIN. BOTTOM REIN. • -- PREGA5T LINTEL w/ A Q I • I PRECAST LINTEL REIN w/ #-mot EMBEDDED REINF. -t-�-t- EMBEDDED REIN. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: • *' 4 • VD:% * iO • F ; i a 0, y , /VAL'ENGj�qo�°'` © copyright: MU d41'� Structural Engineering, Inc. CD JC= w w Z_ c CO r' Z w C< J Q � Z= c� t c E Cn j m = Q j J_ Z n CD CD LU Y CP y m U) 661 C N C■ M a I IV cIV M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09_ `[ 4-21 REVISIONS: date: initial: 0 O J LL. 0-I U? W � z Q 0 a. U) z � Q. w 0 4 3: (} Z 4 0 OW > z M In J J sheet: Fw2.0 L I I I I I A i L I_ 11, PPAP I ANIAI nPnPPFn RFAMC.,. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I:::::::::I EXTENT OF OVERFRAMIN6 • - 1 1 INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLDOWN / STRAP 50HEDULE )YMBOL 51PEGIFIGATION FASTEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) )/4" ST-I DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) "7ER FASTENED ) y4" DIA. x 3 y2" 'CONS 0 16" O.G. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. OSB/PLYWOOD SHEATHING 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6'W.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END d DRAG TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 8 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, INSTALLING & BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I F-T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SCHEDULES seal 7 J4'r*E nc © copyright: MULN��tE NA L t� Structur CD z JLU w w Z_ c Lo M Z w aa. J Q W N Z= A C E ►— UJ a) =T m E a JZ ;• VLU op 2cr�cr�� y Lu m �h g N cc co O. I IV M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 09-1 4-2 1 REVISIONS: date: initial: ' ST- I J Q nn V 0 J - --- -- 38 SD-2 r � �.[� 'SST 1 J U? W Z 3 LL 0 W SD-2 0 W D O �' 0 d J i L z:--■ 'Q AND FLOOR SRAM I NCB PLAN Q CID �4 SCALE: 1/4"= I'-O" (22x34 SHEET) Z > 0 Z SCALE: I/6"=1'-0" (IIxl9 SHEET) n T J J sheet: Sm 1.2 F11— — — — — — — — — — — — —1-71 0 O I r— W t-, ry 1- H 0 0 LEGENP • ® INTERIOR BEARING WALL • — — — BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAMIN6 •I INDICATES 1/8"A" SAW GUT CONTROL JOINT I L 1J L INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. ROOF FRANIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHIN6 SHALL BE -1/16" MIN. 05B/PLYWOOD SHEATHIN6 24/b, EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL ED6E5 d ® 6" O.G. IN FIELD. FASTEN SHEATHIN6 TO 6ABLE END 8 DRAG TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 d BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH i SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 1,4/(2) 3"x0.131" NAILS ® 16" O.G. UPL 1 1T CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' S1MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM > 15' 5IMP50N HIOA ROOF C71RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 63. BR6. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SEGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 GONSTRUGTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES d SGHEDULES seal: Ste; TE F L E ". © copyright: MULHERN14 Kilo, Structural Enaineerina. Inc. KimM z IJ LU W w z CD z w J Q Z� U WF- E-- cn W IIJH Z W ID y W N O rn a a� a� Q c E �o w m E Q CD CM CD m O N CO d M&K project number: 068-200 1 1 project mgr: .J S B drawn by: BC issue date: 09_ 1 4-2 `[ REVISIONS: date: initial: O / II Llrill VIILLfI IVJJ ~ U— LU LU 1- L<L . I I o O LL — — —2L x6 — — — —2L x6 — — — ►—� U) ��,+� IL w Z �25 2 2x6 5D-2 — — — — � — — — Q x O W J 25 'Q � iii W -J i �L 'Q O � T, L. I~ z +-� d ROOF �RAMINIS PLAN 0 00 � SCALE / "" ( SHEET) 0 > 0 z SCALE: 1/8 —_ I'— 0 (Ilxll SHEET) 0 I J J sheet: Spo 1 .3 FILLED CELLS (SEE PLAN) 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FTC. TO " TOP Y I EW BOND BEAM. LAP W HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) @CORNER 30" GROUT CELL 50LID F GARAGE WALL ° GONG. OR PAVER DRIVEWAY BEYOND - - ° III=III=111=III=1 o GRADE ° I I—III—III=III=111. =1 I I=1 11= i:i I III 11 III-11 AII GARAGE SLAB - =1 I I —III d I I I —III ° I —I 11—I I I —I 11= m (5EE PLAN) C)' —I I I— `' I I I 11=111=1II- 4 l°° I=III= Ii =III— III--- I) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) _ GLEAN COMPACTED I-1 I I III-111—I 11= -11 I-111=III=111—III—III-111=� I' FILL ® q5% WI TH MONOLITHIC FOUNDATION 16"x8" THIGKENE -1—III—III=III—III— I I —III, STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 EDGE w (2) #5 —I I—III—III=1 I I=1 I I=1 1= GONT. I _,I11„� =I I I=1 11=1 11=1 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS THICKENED EDGE G�rR�rGE DOOR DET�r I L FOOTI NG 5EGT1 ON W/ BLOCK DET I L VALE: NTS 8" GMU BLOCK So' NTS 8" WIDE GONT. 8 GMU BLOCK R4.1 FI-FOIL OR EQUAL GONG. CURB BEYOND OVER 3/4" FURR 5TRIP5 (1) #5 VERT. FROM FTC. EXTERIOR DOOR -PER BUILDER TO BOND BEAM. LAP W N HOUSE SLAB FOUNDATION DOWEL fT —y GARAGE SLAB MTL. THRESHOLD (5EE PLAN) MIN. 30" GROUT CELL Q (5EE PLAN) SET IN SEALANT SOLID > PAVERS (5EE PLANS) < d c .L d III—II°I—III—III_ ° ° III —III III O GRADE II=III—III— III — I I' —III A III—III—II1-11I—_I1 I F1 I H I 1=_I 11—' =1 11=1 11= 1=1 ° III —I 1=1 11=I 1—' ' C) z —III-`' 1=1 11=1 111-1 I F1 I I —III I I- ;III —I III —I I° I I—III=1 I I —I ° °III —III —III I-1 I-1 I I_ 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� 1 III —III== 111 I' (5EE PLANS FOR LOCATION) I �=1 I I-111—III=I - GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC, FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON CHAIRS ZZ 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS G�R�GE CURB DET� I L SGAL.E: NTS 8" GMU BLOGK---_ BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLANS) ---\ a PER MANUF. � 111111111 • R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) 4 4 4III=1 1-I m III I=1—III- Lu w Iry III I I III —III —III III— ' =1 I 1=III-111=1 1-1 1 MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 I$ 56D POURED 51LL5 DETAIL III I I III —III —III _III— ' —III—III—III—)11-1''- MONOLITHIC, GLEAN COMPACTED " 1 I I=I I = I I' FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DET� I L 6 SGAL.E: NTS Y2" (Pxb" LONG PRESSURE SIMPSON TITEN HD TREATED BOTTOM SCREWS ® 4'-0" O.G. PLATE AND 12" MAX FROM END OF WALL 1=1 11=1 11=1 I I-- d '—III—III—I 11=1 I I I I I=1 I I —III —III III —III —I 11=1 I I—' ' '—III—III—I 11=1 I —III —I I_I=1 I I —I 11=1 11=1 11—" '�—I 11-1 I I —III III —I 11=1 I I —III I I I-1 I I- ' UPLIFT GONNEGTOR5 SUCH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. NT. BEARING HALL FOOTING DETAIL PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THICKENED — SLAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 SCALF: NTS 8" GMU BLOCK (1) #5 VERT. FROM FTC. 1 BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) <t f I EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE 5LAB (5EE PLAN) d d I —I I I— ° I-111-111 °d —III—I ° III-111—I 11 ° II=III—III= 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) _� I III —III —III , I I GLEAN GOMPAGTED ' 1j-1 I - (- FILL ® q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: I -4 WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR MLL @ PORCH/FATIO/LANAI DETAIL SCALE: NTS Y2" GYP. BD. EA. SIDE OF 2x45 ® 16" O.G. Y2" J-BOLT5 6" FROM EA END OF WALL AND SPACE ® 32" O.G. 2" W' MIN. EMBED) STUD PLATE TIES PER > PT BOT. PLAN ® STUD TOP d PLT. BOT. ° d ° O °d d < • ° ° d (2) #5'5 GONT. W/ all ai: 3" MIN. GLEAR UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. &ARA&E STEP DOWN DETAIL SCALE: NTS 8" GMU • ►i�l��� FROM FT6. TO ;� ►� : • r BEAM. FOUNDATION DONEL MIN. 30" GROUT GELL SOLID �� ►� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) 1- III —III— O II III —III—_-_—= ' ' I I III I I I I — PVG CHASE SLEEVE TO BE III-111-1 TWICE THE DIAMETER OF III —II I —III PROTECTED PIPE 1- III —III —III I I GLEAN COMPACTED FILL ® q5% 1111� I I I i MONOLITHIG FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS GHSE DETA I L SGAL.E: NT5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR-5 seal:.' ft r' J 7 R V � � SO'• rE 0 /��/11111111, ��� Cd copyright : MUtP1ERNZ K002°9 Structural Engineering, Inc. CD Z JFr w w Z_ c c� C" Z w a J a.. Q 0 .a Z= t— U � Q C � tr LU O° E Q Z z Jop W y cc y m In W C N W ch o.. M&K project number: 068-200 1 1 project mgr: .J S B drawn by, B C issue date: 0 9- `[ 4-2,1 REVISIONS: date: initial: sheet: d O 0 LL J u� W Q (D Z O W J O Q z •- d > .—. Z J J SCALE: NTS SCALE: NM SDw 1 PROVIDE SOLID SHIM BETW'N TRU55 8 CONNECTOR IF TRUSS LOCATED LE55 THAN I /2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I /2" 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 REINF. MASONRY 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" @ 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP d 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 51MP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (@ 19.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. SPECS SEd ION 3� SC/4"=1'-0" VALLEY SET OVERFRAMIN6 SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 * PROVIDE SOLID SHIM BETW'N TRU55 S CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I /2" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL O. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN SOLE PLATE TO GONT. RIBBON w/ 3"xO.131" NAILS ® 6" O.G. 4 5HEATHIN6 TO GONT. RIBBON w/ 2 Y2"xO.131" NAILS @ 6" O.G. FLOOR TRUSSES -PER PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR 24" O.G. MAIN ROOF TRU555 TYP I CAL OVER�RAM I NCG CONNECTION DETAIL SCALE: N.T.S. FASTEN DBL 50LE PLATE OF 2x WALL TO BOND BM. w/Y2" DIA. ANCHOR BOLTS ® 32" O.G. WITH -I" (MIN) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2Y2"xO.131" NAILS ® 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. 8 HORZ. REINF. SPECS IS SECTION 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPEG5. EXTERIOR WALL 5HT'6. TO RUN—, CONTINUOUS FULL HEIGHT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"x0.131" ® 3" O.G. INTO SOLE - PLATE LADDER TRU55. FASTEN LADDER- TRU55 TO EA. BLK6 PANEL w/ (3)3Y4"xO.131" NAILS MIN. 2 Y2"xO.131 " ® 3" O.G. I NTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU- BOND BEAM w/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRU55 VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS Md7a ION/4"=I'-0" 2x EXTERIOR WALL @ STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. VERT WALL REINF. TO EXTEND INTO BOND BEAM FASTEN 50LE PLATE TO TOP CHORD OF LADDER TRUSS w/ 3"x0.131" NAILS ® 6" O.G. FASTEN FLOOR FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 w/ 3"xO.I31" NAILS ® 6" o.c. 2x4 (MIN.) 5PF #2 BLOCKING A5 SHOWN AT 48 o.c. FACE NAILED TO TRU55 TOP 4 BOTTOM CHORD w/ (4) 3"x0.131" NAILS. 8" GMU BOND BEAM W/ (1) #5 GONT. ALL LAPS IN MA50NRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL RE I NFORG I NG DETAIL SCALE: NTS FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 3/8"xO.113" RIN6 SHANK NAILS ® 6" O.G. w^ =Q 2x FASCIA `n -SEE ARCH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - C SECTION FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS ® 16" O.G. FLOOR TRUSSES -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE w/ (5) 3 Y4"x0.131" TOENAILS 2x4 ® 16"O.G. FASTE TO 6ABLE END TRU55 w/ x4 FASTEN 5HEATHIN6 TO 2x4- 2x4 BLOGKIN6 w/ (2)3"xO.131" TOENAILS. BLOGKIN6 w/ 2 3/8"xO.113" (3)3/4"x0.131" RIN6 SHANK NAILS ® 4"O.G. TOENAILS EACH END GYPSUM BOARD T' MAX 2'-0" MIN x x x PER ARCH FOR FIREPROOFIN6 (4) 3 Y4"x0.131" ROOF 5HT6 NAILS 6ABLE END VERTICAL WEB SHALL BE REINFORGIN6 A5 REOURIED F 24" IN BY TRU55 MANUF. I OONT. A 3 Y4"xO.131 " TOENAILS ® 12" O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE VA FASTEN BOTTOM CHORD OF 2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOCKING ®48" 6ABLE END TRUSS TO TOP SPACED ® 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH SIMP50N A35 FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" ROOF TRUSSES -GUT TO FIT CLIPS ® 32" O.G. NAILS ® 12" O.G. T16HT BETWEEN TRU55 BOTTOM (NOT REOV AT TRU55 HE16HT5 CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) SILL PLATE BRACE TO DBL. TOP FASTEN DRYWALL TO PLATE w/ (1) 51MP50N H2.5T ON/NAILS BLOGKIN6 w/SGREWS � (2)3Y4"x0.131" TOENAILS EE /4"=1'-0" @ 6" O.G. SHEARWALL ABOVE FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER FASTEN 5HEATHIN6 TO w/ 2 Y2"x0.131" NAILS ® 6" o.c. BLOGKIN6 w/ 2 3/8"x0.113" NAILS @ 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLING 2x6 GONT. BLOCKING LOW ROOF TRUSSES FASTENED TO EA. STUD w/ LOW ROOF TRUSSES (3) 3"0.131" NAILS -SEE PLAN FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"x0.131" NAILS o 6" O.G. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER PROVIDE ADD'L TO LADDER TRU55 VERTICAL VERTICAL IN TRU55 OR 2x RIBBON w/ 3"xO.131" FOR BEARIN6 I I NAILS @ 16" O.G. 2x LED6ER I I I I -REFER TO "ROOF I I I I FRAMIN6 NOTES VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTEND EXTERIOR 5HEATHIN6 TO BOTTOM FLOOR TRU55 5 OF FLOOR SYSTEM (SEE PLAN) 8 REINF. GMU WALL -SEE PLAN FOR VERT. FLUSH BEAM OR FLOOR 6.T. 4 HORZ. REINF. SPECS (SEE PLAN) 106 SECTION LETTERED DETAILS ARE TYPICAL FOR TH 15 HOME $ SHALL BE IMPLEMENTED IN ALL APPLICABLE AREAS. THESE DETAILS ARE NOT "CUT" ON THE PLANS. NUMBERED DETAILS ARE PLAN SPECIFIC AND ARE ONLY REQU I RED WHERE SPECIFICALLY INDICATED ("CUT") ON THE PLANS. seal: ♦ JCL': O :• T E O :4u © copyright: M_UL4IERNd9lJ�f�,•,•� ral nie a z_ w w z o °n Z w a J Q a' .a Z = Q o 1--- h c' U � Q cc c W� M co N 1- J� Z M C, W co ' �y mC9 W C N CM a M&K project number: 068-200 1 `I project mgr: J S B drawn by: BC issue date: 09-1 4-2 1 REVISIONS: date: initial: sheet: d Q 0 J ui W � (D z 0 a d W J 0 � r a z d � 00Y > Z J J SD2 BOND -BEAM _,,__—GONTIN. PRECAST HEADER i"- 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED CAST-GRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EOUIV. OR EQUIV. DOUBLE WINDOW NIA50NRY PIER DETAIL SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR DOWEL, BLOW OR BRUSH GLEAN. 3. FOLLOW MANUF. INSTALLATION INSTRUCTIONS. FUTURE 8" GMU BLOCK DRILL 6" INTO EX15T'G SLAB, EPDXY 4 DRIVE I I J #5 DOWEL, PROVIDE MIN. 30" LAP SPLICE I I mo N i I z GRADE _ TRIPLE WIDOW SIM. SEE TYP. FOUNDATION DETAILS FOR ADDITIONAL INFORMATION NOT SHOWN HERE #5 VERT. BAR TO BE LOCATED PER PLAN IN GROUTED CELL SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU W/ 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y4" PIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOCKING FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOCKING TO ROOF TRUSSES W/ (2) 3 Y4"xO.131" NAILS @ EA. END. p RETR01=1T DETAIL FASTEN EVERY OTHER TRUSS (W/ WEB BLOCKING A5 REQ'D) TO 2x BLOCKING W/ (1) SIMPSON A35 CLIP — STAIRS (2)2x8 FLUSH BEAM L BEYOND (I) 5IMP50N A35 CLIP � — (3)IOd TOENAILS ® EA. STRINGER I EA. JOIST RETROFIT DETA 1 L Q SCALP: 3/4"=1'-0" 2x8 LEDGER FASTENED TO GMU Wl (2) Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 2x8 LANDING J015T @ 16" O.G. 2x OR I" 05B DECKING (TYP.) �\ EXTERIOR GMU WALL (5) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) STRIN6ER5 (1) 51MP50N A35 EA. STRINGER 2x6 P.T. BOTTOM PLATE FASTENED TO CONCRETE Wl(3)%"DIA. x3Y4" LONG TITEN 2 5GREW5 M 155ED DOWEL RETROFIT DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED6RADE (Dl� 4x6 P.T. POST PROVIDE (i) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, 9" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. SEAM TO P05T CONN. SCALP: 3/4"=1'-0" SEE DETAIL 51 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE 50LID BLOGKIN6 A5 REQ'D FOR STRAP FASTENING FULL DEPTH BLOCKING ft" 05B (MIN.), 13/4" LVL OR TRU55 FLOOR TRUSSES BLOGKIN6 PER MANUF.) ® 45" -PER PLAN O.G. FASTENED TO 2x BLOGKIN6 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 Y4" LONG TITEN 5GREW5 2x6 FLAT BLOCKING (BETWEEN TRUSSES - 16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3)Y4" DIA. x 3Y2" LONG TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 W/ %4"xO.131" NAILS ® 3" o.c. FLOOR TRUSSES - SEE PLAN FLOOR 63. - PROVIDE VERTIGAL5 OR 50LID BLOCKING EA. STRINGER LOCATION (1) 51MP50N A35 CLIP EA. STRINGER 2x OR 1" 0513 DECKING (TYP.) (2)2x8 FLUSH BEAM SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE X FLOOR TRU55E5 n \ -PER PLAN �— FASTEN BLOCKING TO GMU W/ 51MP50N MTSM16 TW15T STRAP. FASTEN STRAP 77 TO GMU W/ (4) Y4" DIA. x 2 Y4" LONG vl� \ TITEN 5GREW5 2x6 FLAT BLOCKING TO EA. 51DE OF 05B BLOGKIN6 (16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRU55, TO 2x BLOCKING W/ 3"xO.131" nF TOENAILS ® 3" o.c. RETROFIT DET,�IL (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. STRINGER 2x4 BLOCKING BETWEEN STRINGERS FASTENED TO BEAM BELOW W/ (3)I0d NAILS 2x8 LANDING J015T @ 16" O.G. (3)IOd TOENAILS EA. J015T 2x8 LED6ER FASTENED TO GMU Wl (2)Y4" DIA. x 3Y4" LONG TITEN 2 5GREW5 16" O.G. EXTERIOR GMU WALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I E I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. i1 I'�r seal: % A S S -,78 \ ��0 ;• +TE F ;�441 © C0PYn9h 41ui�kftc. CD JC= w w Z c c� r' Z w aa.. J CD Q CD Z= C) �4 c_ �E WW 0° E 3: Q . Z M 0 W W CP _ae CO y m a W M M cc M Q I IV M&K project number: 068-2001 1 project mgr: J S B drawn by BC issue date: 09-1 4-2 1 REVISIONS: date: initial: (J? O � J W 0 � z a O 0. � � W J O:D Q � a Z � O(n > Z (n J J sheet: SDm3 .1111111/8•. PERMANENT ROOF TRUSS BRACING NOTE5: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION1 WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (13651) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 b BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B SHEATHING. • IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLINS FASTENED TOP CHORD, CONTACT MIK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHOR05 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 11; 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS 01EB5, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED AS INDICATED ON SHOP DRAWIN6, UTILIZE 'V OR V BRAGE5 (REFERENCE BG51433 FIGURES 83-18 d 63-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 B3-22 d Br-23 15 ACCEPTABLE. • 'T' d V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTICAL MEMBER. • V b 'T' REINFORGINS TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEB/VERTICAL MEMBER. • FASTEN V OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d 6UN NAILS (0.131x3 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • CONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL CONSIST OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TPU55 GOMPRE55ION WEB w/ (2) 16d 6UN NAILS (0.131x3 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER d MINIMUM 5PF 'STUD' GRADE MATERIAL). THIS BRAGIN6 I5 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUS5E5 CLOSEST TO EACH GABLE END WALL b ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS 0 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/05B A /I ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY AS SHOWN 2x 5TRON6BAGK (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/056 -- r; GOMPRE5510N WEB (SLOPING OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT SIMILAR TRUSSES (SEE INDIV. TRU55 SHOP DRAWIN65 x FOR LOCATIONS) 2x 5TRONOBAGK MAY BE INSTALLED FOR GON5TRUGTA13ILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED 6WB GEILIN6 SECTION B-B ALTM4ATE METHOD WERE (3) OR MORE 51HLM TRYM5 ARE 6PM1ED I:] N DIRECT -APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRING BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON613AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN SPACING AT BOTTOM CHORD (NOT REQ'D FOR STRUCTURE) 'L' OR 'T' BRAGIN6 o WE135 DE516NATED BY TRU55 MAN1F. PERMANENT TRU55 BRACING PETA I L5 $ NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 J GOMPONENT i GLADDIN6 PRE55UI2E ZONES Gomponent5 i Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Enclosed, 0.18 Int. Pressure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14.q -26.6 2r +14.q -36.8 200 TO 21" 2e +14A -36.8 O3 +14.q -36.8 O +141 -28.3 2r +14.q -45.1 ROOF 2e +14A -28.3 3e +14.q -45.1 (6ABLE) 200 TO 21° 2n +14A -45.1 O +141 -53.6 O +21.2 -22A NALL5 O +21.2 -28.3 �NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE 7-I6 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Values are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE SPED I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. �,� sF •-. seal: ,. c ': �.` 77824 •• op .. * ; s ATE F ;•['1z �G GR1 ••N eon /O N A, %%% 1 © copyright Mu&W P rzngq Stru ng a g, 1..` CD Z_ cc w w \/ Z i CD Z w J Q ZF- U WC t` cn Jz W G LU W aa. CD Q A Q E ab mCD A E < 0 - opco O C�O m` L6 0 N CCCD Q. M&K project number: 068-200 1 1 project mgr: J S B drawn by, BC issue date: Q g_ `[ 4-2 `[ REVISIONS; date: initial: M J o J LL � J W 0 � z 0 a 4 � � W � O Q U "a � > 0 Z sheet: PBSBml 1 <+.tSlllrs ' rr i T