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HomeMy WebLinkAbout6778 Shelby Lynn WayM 6 ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 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 C01OR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STR IND BO/`iili) COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB Vn an I OnTM Com,panjes 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 EMERALD ASPIRE ELEVATION "B" 6778 SHELBYLYNN WAY ZEPHYRHILLc':!), FL 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY LOT 064 AREA TABULATION ELEVATION "B" 1 ST FLOOR 968 SF 2ND FLOOR 1,353 SF TOTAL A/C 2,321 SF ENTRY 36 SF GARAGE 386 SF TOTAL UR 2,743 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 CSA CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-4.1 A-5.1 A-5.2 WP-1 WP-2 E-1.1 P-1.1 S-0.0 F-1.0 F-2.0 S-1.2 S-1.3 SD-1 SD-2 SD-3 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN STAIR & RAILING DETAILS BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS ALL WATERPROOFING DETAILS CODE, FIRST FLOOR ELECTRICAL PLANSI F, AW SLAB PENETRATION PLAN OR-D;IgA STRUCTURAL NOTES SLAB PLAN k1,: CITY cif BLOCK PLAN PLAN EXAI fiO� SECOND FLOOR FRAMING PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS 141 f W C�J�W WZO� wz0 w >oC¢0 uj (lJUWw ¢�wF- _C>< �CD�� 0ZzOw Z w J Q 2 m 2 cr tZ c p O U p = Z LL. U) H Q Z p O N Q o Q J 0 ~ U O w� wA o x LL� i� U) O � w Ai > �1 O u x w O_ E U cn W o� U) W o O No 77824 •• 7l L J— ,5, //°�OR1o�� NAL,�```� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET CS. I co 0 z cr 0 06 z J IL w w _ F_ z w F_ _ w o_ 0 w o_ cc w F_ 0 0 z F_ _ 0 011, �P w cr J U) U) w IL X w w 2 0 _ z z z 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 I I 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 OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 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 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 R302.5.1 OPENING PROTECTION 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. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS:5. R903.2.1 LOCATIONS NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 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 ORR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED 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,O 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. 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. R302.6 DWELLING -GARAGE FIRE SEPARATION 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 THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. 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 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 11. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT 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 If OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS 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 SECTION 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 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: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE If 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 INCHES 7 2 MM MEASURED � O 30 C S (6 ) SU 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. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. 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 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 SECTIONS R302.10.1 THROUGH R302.10.5. 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. 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 I 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 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: R905.3 CLAY AND CONCRETE TILE THE 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. I 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 WINDOW SILLS 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 F G O CHIMNEYS AND FIREPLACES, SEE SECTION C S, S S CTIO R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH DIAMETER 102 MM SPHERE 4-INCH-DIAMETER ( ) S R 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 DUC ?.ENGTH 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 F 1-IN H O C (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. MATEI IIALS 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 LE SE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABBLE M1502.4.5.1 SHALL BE USED. 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 R702.4.2BACKER 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 INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT 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 RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAID) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANU+�ACTURER 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 UNLESS R311.7.5.2 TREADS SELF -ADHERED 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 MM) WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R NOSIN 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 NOSINOSINGS AT TREADS, S, 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: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST 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 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. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 2. DECORATIVE GLAZING 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) LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) R308.4.2 GLAZING ADJACENT TO DOORS. 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 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS 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 OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC:WATER 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. 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A 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 OTHERPROFESSIONAL. CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 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 EXCEPTIONS: EXCEPTIONS: 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. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 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 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 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 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 Ml411.3. w }=_ LUo°� >oCQO W0I- 0 � U W Lu Q Z) W H _ J > tY IY Ir 0OZ0W Z W J Q �CQ 0U �2zu-cn �F-QZ❑ a 0 M C (� n o � F- 2 U) 0 o w p U z O Im 4 to o w z O w A w w Z O r U) ev ev cv U) Z� O 0 � % 14077824 L Alt 01 OF �' �0R10� - r A COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: S/13/21 SHEET CS92 r O z w U) z cr 06 U) z a w U) w vi C'3 z 06 U) z g w cn w 2 z W H 0 cc cc w 0- 0 cc 0_ w 0 in SECOND FLOOR PLAN SCALE: 1 /4"=1'-0" (22"X34") (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") CONC. PATIO 10'-0" X 10'-0" 35'-0" 9'-4" 13'-4" 7'-2" 5'-2" 35 SH 6068 SGD T MP. 23 SH EEO D/W I GREAT ROOM DINING AREA LO KITCHEN -Lo 8'-8" CLG 8'-8" CLG 8'-8" CLG , 1„ 7 -82 22'-5" 3'-3" z 10 LO J j 01 co ccI T (e) N b � of j� 36" HT. FLAT Sri *- COUNTERTOP NI 2x4 STUD WALL & LtKMDj1j 3'-51" REF. ERLINEIT-. - -� SOFFIT BELOW STAIR �XT 2 I I I.- W/ 2" GYPSUM BD. 00 °� O � j 2X6 WALL " 9'-42 6,-0„ 3,-7„ 8'_0211 M 41_3,1 I 2'-V " LOW WALL 1 2�� I i I I I I I I I I I II I I II II cooiS InI IFCu iPTRYPr — — — - Kx 3-SIDED ACRYLIC �. UP SURROUND co 36'I HT IH D L5 I I I I I I I II 1 ,..". AL _ 0 61_31 -.tip„;... ..h t. ^.+.w ^rt •� .1-,p.:.' wA.°:^ N<+i✓R .,1. xS=:t - 00 J4'-10" 2868 SC W/SELF 00 N c� ¢ 9'-1 " LAV ��N CLOSER °IL 2'-0" c� EX STEol rr LINE OF 2" p ' BATH m oo CONC. CURB 2 CAR GARAGE lot �0 1/2" WALL BOARD „ ¢ - R&S L - ON GARAGE SIDE " II 5/8 TYPE X PROVIDE CEILING BOARD I-_-__ _ CL 4 12 SH CV INSULATION AS ABV. oC O Lu — �68 REO'D _ XFER 2X6 WALL �X GRILL = O U)U 30„ �R> - O rL 5'-112" 3'-12" 1'-31" FOYER N 8'-8" CLG = F------------------------------ ----------� N BRK I CV r I `� I EXTRA SUITE \\�><�// 8'-8" CLG 5 -32�� i o 18'-32" 10' I 16'X7' GARAGE DOOR i *25 SH 4'_o" 37" 63" EGRESS 8'_0" 5'-8" 16'-0" '-4° NI I@ ENTRY @� -1 8--8-- CLLL I dLL �t F- u_ : F- LL _ I god I� in ILLo� et FLAT SOFFIT ;- @ 8'-0" 12X12 COL. 10 1_0 41_811 1_ 11 6'-8" 10'-4" 18'-0" 35'-0" FIRST FLOOR PLAN SCALE: 1/4"=1'-0" (22"X34") (22"X34") SCALE: 1/8"=1'-0" (11"X17") F: LEGEND SYMBOLS A BUILDINGIWALL SECTION SIIr MARKER OINTERIOR ELEVATION MARKER EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED Y ; , PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS BEARING WALLS: REVIEW STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS. HANDRAIL GRASPABLE 1-1/2" MIN HANDRAIL; "t 121/M"MIN TO 1/2" MIN. DIAMETER cn RETURN HANDRAIL "v _LL M SECTION PLAN PROVIDE HANDRAIL IN COMPLIANCE WITH BC 7th EDITION STAIR DIAGRAM N STAIR CALCS. 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 SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE R16 " O.C. FOR COUNTERTOP V16HANGS GREATER THAN 10" TOP PLATE t'-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR F OIOR� I—SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS F-n- i F-0- 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. W �_CC �0°� >oCQO W (AUW W Q Z) w 2 Q F- :D IY °tSOZ0W Z w J Q W (L _ �cnp0Q �2ZLL(n �HQZt� ri Q c Q O QCH G O 0 U) Z U O a Im 41 O u O Follow O A w w 0 r U) 0tl W ❑ �.. N Oct U) O� w �o O pi ••� '� a♦ No 7r'824 o •e TA; OF , e s i COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Awl eI c� z Q 0 06 U) z g W U) W z U) I— /_ V W IL O Ir cr W O 0 z t- C7 my G) J U) W a x W U) W O Z z z z O MA WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" SCALE: 3/8"=1'-0" (11 "X17") VIDE ,CCO JD WINDOWSILL DETAIL SCALE:.3/4"=1'-0" SCALE: 3/8"=1'-0" (11 "X17") `n[Im N co SCORED RAISED BAND FOAM PANEL DETAIL SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" ((11 "X17' ) SHUTTER DETAIL SCALE:3/4"=1'-0" 22"X34"� SCALE: 3/8"=1'-0" ((11 "X17' ) FOAM/POLY NECK TRIM 1" 12" CMU COLUMN, —� SAND FINISHED STUCCO n SQUARE COLUMN DETAIL N' SCALE: 3/4"=1'-0" 22"X34" SCALE: 3/8"=1'-0" ((11 "X17) BLDG. HEIGHT In In ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 22"x38" STUCCO PANEL - DETAIL ROOF SHINGLES PER - COMMUNITY SPECS SLOPE 5:12 (TYP.) 4" WIDE STUCCO BAND (+1) - T.O. WALL 6" FASCIA - T.O. WINDOW 1' 18" DECORATIVE FOAM - SHUTTERS 4" WIDE STUCCO BAND (+1) - ROOF SHINGLES PER - COMMUNITY SPECS (TYP.) SLOPE 6:12 4" WIDE STUCCO BAND (+1) - T.O. 2ND FL �. MASONRY T.O. WINDOW 4" WIDE STUCCO BAND (+1) - 12A 2 COLUMN - FIN_FLR. 12 5 F REAR ELEVATION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") SCALE: 1/4"=1'-0" (22"X34" SCALE: 1/8"=1'-0" (11 "X17" 5:12 0 12 5:12 5 0 'I 12 5 35 SH PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH 'Y":��.c•.,a'"�:...;; , TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) 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 cr p J H W Wz0m w wz0 > OC Q O W p H Q��F- 5 ir cr cc �e01-Z ,bLL00cl) ZZz~'Z J J Q � W o- _ IL U p O v =zLLW �I-Qzp C n O 09a Q z O O O w U � O w 0 w O ct$ x x low 0 z r...rt O w x w O ILI Ca cn 0I � C h-t ft-wlf a - �Q` , •'`,i SF ` or No 77824 ��� �- it IATE OF NAL COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Alm2o I z n z D D z r ROOF SHINGLES PER COMMUNITY SPECS (TYP.) RIGHT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" (11 "x17") LEFT ELEVATION SCALE: 1 /4"=1'-0'" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 12 5 5:12 0 12 5 1 1-011 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE �"•�:.��a . ;,,�.....,. ';e• :: :.;:,?s�: FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & Cl 063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905, TABLE R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 w Lu �o °� } >OC¢O I— W C)cr- cnUWw Q p W ~ 2 c Q fY It �101—Z IL O O cn zzzF= Lu cnQz_ Lu it q= _3cnpOU =ZLLU) �I—az0 Q 0� � Q 0 � Q H O U) O z O O U 1=" O 'I� W-j > w 4 o w w O A U) A w w O_ rL U) W 0 U) 0 8 r G No 77824 4- .7- .' �o : LTE OF � 10NA� 0\\�� COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Amo2o2 z r Q n z Q r n z n _ ri z r z J J i _ z _ r r L D r L r L _ D D z L r n L r J n n u r L u u 2 D C t z C UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1353 SQ. IFT. 649 SQ. IN. UPPER VENT 40% NET VENT MIN. 260 SQ. IN. UPPER VENT 50% NET VENT MAX. 325 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 2 VENTS NET FREE AREA UPPER ROOF VENTING 276 SQ. IN. NET FREE AREA SOFFIT VENTING 373 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 57 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1/4"=1'-0" �"X3422") SCALE: 1/8 "=1'-0" 11 "x17") Ir W } 2 CC �pCl- } >oCQO LU C) H cnU .w Q = F— _ F— ED ir cr m Z � w z z LU -iQ�- 2 cr _ -i(na0U =ZLL(/) �I-QZ❑ '�1 Q a cc C � Q O � Q Q 0 0 l� V O a o� LL o 0 0 a 0 w w Z 0 r U In W r� C= O� � o �E.e w" No 778214 tltl ITA 9! tl ,a..OF COMM LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Am3el 0 SKIRTBOAF PER SPEC. KN E EWALL DETAIL SCALE: 1"= V-0" AT FOOT OF STAIR STAIR SECTION SCALE: 1/2"=1'-0" (22"X34") SCALE: 1 /4"=1'-0" (11 "X17") IY W } 2 CC �00� >o <0 wol— a?�w _ F- >i J Z) cr-cr cr 0 F— z 11100_W zzz ~z � J Q J W 0_ = 0= 0_ =c/) Zu- Q Z cz ro� rO Q O ~ L O Q O o w � A U (� OW-j Z Im cts O W-j A"~ V� w w o_ U U) W U) Od O m !1d fd, No 77824 ; �f ' TATE OF i �C ORIO'� 01VA i```oo.,e COMMUNITY; LINKS AT CAI USA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Ao4. l z a 0 06 U) z g w w z U) 2 0 cr cr w CL O cr a w F- O 0 z a F- 0 c4c w w cr J U) w a x w U) w 2 O z a z a z O E IZ N L0 N BUILDING SECTION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11"X17") BUILDING SECTION SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11"X17") o f nuv I UMML L/rIMMIVU0, I T r. I NUU I UNAL UNAVVINUO, I T r I� 12 5 (r W i�=Ir ?00E- > Er < 0 W Z) 0 F- CC cnUWw Q = W F- C�Wg � cc Y 0 I- Z �u-00cn z do � i Q J LU a 2 Cr O 0 �I-QZ0 g °c o Q (n o z 0 0 V U o w U) Im V o z o W1f ~ ai Im w w 0 W G c O� o G o ! No 77824 mM9 ' h STATE OF , COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET AmSe I SEE ROOF PLAN INSULATION AS PER SPECS. PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD r(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS TYP. HIPPED PENT ROOF DETAIL SCALE: 1/2" = 1'-O" 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 1x6 PT DRAPE BLKG ABOVE WINDOWS WINDOW PER PLAN GYP. BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @a 24" O.C. BASE BOARD 2-STORY - FRAMED WALL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER ROOF SHINGLES OVER 1E R905.1.1.1 (SEE SHEET CS2) TWO LAYERS OF ASTM D226 TYPE II OR SEE ROOF PRE-ENGINEERED ROOF SYNTHETIC UNDERLAYMENT COMPLYING PLAN TRUSSES AT TYP. 24" O.C. WITH ASTM D226 TYPE II INSTALLED PER BOTTOM CHORD VARIES. REFER R905.1.1.1 (SEE SHEET CS2) TO TRUSS MFGR. DRAWINGS. PRE-ENGINEERED ROOF HURRICANE STRAP EACH END TRUSSES AT TYP. 24" O.C. OF TRUSS - REFER TO BOTTOM CHORD VARIES. REFER STRUCTURAL. TO TRUSS MFGR. DRAWINGS. TOP OF C.M.U. (REFER TO ELEV.) HURRICANE STRAP EACH END l 2x6 ALUM WRAPPED FASCIA �OF TRUSS - REFER TO EE BD. WALUM DRIP EDGE STRUCTURAL. I E V. ; 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER TOP OF WALL (REFER TO ELEV.) ( TYPE X GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL 2X ALUM WRAPPED FASCIA PLAN E BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HEADER PER STRUCTURALS —EXTERIOR FRAMED WALL THICKNESS PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) WALL SHEATHING PER STRUCTURAL PLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU (REFER TO ELEV.) h TOP OF WINDOW (REFER TO ELEV.) SEE STRUCTURAL DRAWINGS PRECAST WIN. SILL $" CMU BLOCK w/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE 40, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2—STORY WALL SECTION — SCALE: ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ 17 "GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \_ CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM BOARD Z 3 1/2" g cc w GARAGE � M ELECTRICAL PANEL cV m 001 CV �CONCRETE CURB REFER TO PLANS 7 " GY BOAR 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, 4" DRIVEWAY PER COMMUNITY SEE STRUCTURALSPECS PLANS � 0'-0" SLOPE 11 SLOPE FIN. FL. 23I FOUNDATION zt PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M GYPSUM BOARD z I I I I PSUM CC D7isw (LL-----J FOR I RICAL I I L& I I G I I cV f I I z-)I RICAL I I I I I I N I I I , RIOR ----- C° co BLOCK ---- 1, „ „ RETE V-6„ cQ ir REFER LANSI E + � ETE ON AT GE E NICH ELECT PANE WIRIN ELECT PANEL EXTE CMU WALL CONC CURB TO P �ONCR SLAB GRADE GARA FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" =1'-O" 12 SEE ROOF PLAN 1/2" EXTERIOR SOFFIT BD. W/ KNOCKDOWN PLASTER FINISH - SEE STRUCTURAL — PLANS SLOPE ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING 8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE OL 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W cl } 2 1= -i Ill �0� } >DC¢0 W co uj ¢�WI- 2 cc Q � :3 tr Iz Y 0 I- z 'd LL O O cn zzzIzui w-i< � n- a: _3cl)p0U = z LL cn �i—¢Z❑ n coc Q Q O O � Q Q (n _0 0 0 u t� V U) 0 j I� 0 0wi 'Q x u omm w w z O_ rx tn w U O_ 4 i �77 G a� I ° No 77824 STATE OF ,� AL COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 11 RELEASED: 5/13/21 SHEET i Aw5o2 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO STRUCT DWGS. 60 MIN. GRADE D PAPER BACKED LATH WALL SHEATHING 7/8" 3-COAT STUCCO in f"" T SHEATHING j FLUSH WITH BLOCK WALL I I MID -WALL WEEP SCREED/EXPANSION JOINT 6" SELF ADHERED FLASHING I I 5/8" I I CEMENTITIOU i COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING ' TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1/2" = V-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. 7" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN "L" FLASHING SCALE: N.T.S. WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT `\" �— SHINGLE ROOFING — FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. 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 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED SCALE: N.T.S. STEP 1 FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 ©© FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 0 13 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 LLI LLI LUZ �00�_ >oCQO uj cr cnUww Qpuj Cc cr cc Y O t- z 'dLI.00c) zzz~z J Q � J Lu CL cc r cQ 0 0 =ZLL(n �I-QZp r` coc U) mi MAN 0 o w o A l� V o �I 0 0 0 a o � w o � w w z o_ I I U 0 I 1 1 I Z o 1 f cn f W� a� IS 7! U No 77824 ••• c �o , CtTATE OF COMMU LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: S/13/21 SHEET WPM I C z Jn z C z C C u L C L C u L 1 7 I� r I I I o3 �- "I, p 0-", POW �.{'IT 0) Mu. a �'„ a WRB INSTALLATION SCALE: N.T.S. c SEAL EDGE OF P.T. WOOD BUCK TO MASONRY EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU OPENING WATERPROOFING SCALE: N.T.S. Barricade Stretchablea• 0 id WOOD OPENING WATERPROOFING SCALE: N.T.S. m W 2 CC �00i-- >oC¢0 W � C) t/)UWw < I- _ F- J > m IY oZfOZOW W-i Q m IL_ cc CL — p 0 U Z2ZLLcl) �I—Qo Z❑ N Q o O � U) j "No 0 w Z o 0 � O 0 a o w w 2 w o_ E ie CD to Z ❑d in- o o Q l Nor 7824 t l \'\ 'TATE OF 13 ALy�'�. CON( LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET WPm2 _ a- 0 Lu cn W J co In Lu x Lu w _ Z Q Z Q Z IVA n m1 11 0 )ATA TV] I I 1 I I I I I I I l I SECOND FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1 /8"=1'-0" (11 "X17") GREAT ROOM ADD _'�F BLOCKING 3-BULB ADD BLOCKING EXTRA SUITE CONC. PATIO It ��HI E EVRY11, MS------------ ING AREA ADD -1 BLOCKING LIq�Hl!@ 42" AFF DISCONNECT �•���jp ,1•�• SWITCH FOR P/GFI DISPOSAL 111 .... k 111 111 111 _ , FA a =f� u► A 220V� 2 CAR GARAGE IRRIGATION TIMER GFI PREWIRE FOR 1 0 GARAGE DOOR N OPENER ELECTRICAL GFI PANEL ON 2X4 WALL (V.I.F.) --------------------------- w. .._- ........_-- FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"X34") SCALE:1/8"=1'-0 (11"X17") HOOD RANGE WH DISCONNECT FIELD VERIFY METER 2" PVC CONDUIT 2-2/0 COPPER • OR 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 7 TOF 11 1 1 1-1 1 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET 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 LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE 0 EXHAUST FAN 0 EXHAUST FAN/LIGHT COMBINATION 2 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) p COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR IQ TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (p ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE cc W Lu LUZ �OQI-- >oca0 W (nUWW a�W� J U) W W � c 1= u-00U) zZz~z cc _j W 0- T m CL CQ ❑ O U :D Z LL W a?o n O N c n a o O Q z 0 U U O ft u o w A w w rt w 0 R it W 0 cn 0 M o Ed'"Z aaaaa COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET Em 1. 1 0 N FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"X34") SCALE: 1/8"=1'-0" (11"X17") W cr- U.]Z 0 H wwz0 >a0 LU in co a�w� _ > J (Y cc: �10t-z �yU-00cn zzz�z CC cn M: J CL=U- ZU) W cz N tY � O o Q O H o a 0 o z o o a w Z w o (L A � w w 0 W U) O� in wZ o �aaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6102 RELEASED: 5/13/21 SHEET PwI.I MASONRY L I NTEL A55EM5L I E5 5EE 5CHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO LgJ+I- MIN. (1) COURSE/BOND I LQ J+ �- MIN. (1) GOUR5E/BOND i BEAM ABOVE LINTEL i BEAM ABOVE LINTEL GROUT 6ROUT BOTTOM REINF. I a• I PRECAST LINTEL W I ,, I PRECAST LINTEL W EMBEDDED REINF. ' t-�# EMBEDDED REW MB-I MB-2 '+- TOP COURSE, IF m I L4J+ i - TOP COURSE, IF L.Q i . REQ'D PER ARCH. i REOV PER ARCH. GONT. BOND BEAM TOP REINF. OR GONT. REINF. A5 REQD z BOND BEAM REINF. GROUT 6ROUT `r . BOTTOM REINF. BOTTOM REINF. a - PREGA5T LINTEL W Aga EMBEDDED REINF. EMBEDDED REINF. I a• I PRECAST LINTEL . #- - # _ #�# N. MB-3 ry MB-4 MA50NR`1' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M15-1 8F8-OB/OT ----- ----- MB-2 bFb-IB/OT ----- (1) #5 M13-3 SFIb-IB/IT (1) #5 (1) #5 M13-4 SRFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REGURIED. 5. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 690, fy=bO k51 b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 5EGONO FLOOR FRAMIN6 PLAN 5-1.5 ROOF FRAMING PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 5D-3 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • OE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEEREO FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO 5LAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE $ FA5TENER5 IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE OES16N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'G = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE 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 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" A66RELATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF HOO P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 •ElREINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR HALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 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 GL05E TO 5GUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAIL5* SOLE PLATE TO J0I5T/BLK'6. (5) NAILS @ 4" o.G. (3) NAILS ® 4" o.G. STUD TO SOLE PLATE 2) TOENAILS (5) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c. TOENAILS 0 6" o.G.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.G. NAILS 0 16" o.G. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS ® 16" o.G. 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"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 GODS (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B HIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED/ +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN6INEERIN6. EXTERIOR $ SHEAR WALL SHEATH I N6 SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR OSB FASTENED w/ PI 2y2"xO.131" NAILS ® 6" o.G. ALONG PANEL EDLE5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR OSB FASTENED w/ P3 2)12 x0.131 NAILS @ 3 o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.C. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENINS 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.G. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ I6"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADO'L WALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-I08 WITH 33(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 51 " THICK, APA RATED 5HEATHIN6 23( EXP05URE 1 05B OR PLYWOOD PEf ACCORDANCE WITH THE UL OE516N5 SPECIFIED. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16 Garage Door +I1.1 PSF/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height, ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNEGTOR 5GHEOULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8" x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $ ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDLE5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO LOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES.` • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS @ 16" O.G. UPLIFT CONNECTORS BEARIN6 GONOITION TRU55 CONNECTOR LEN6TH < 15' 51MP50N H2.5T 51NLLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 51NLLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) SIMP50N HETA16 ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO OE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE51ON STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MiK HAS ENLINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •,­..- n,.w INDICATES I/8"A" SAW GUT CONTROL JOINT .M INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. HOLDOAN / STRAP SCHEDULE SYMBOL SPEG I F I GATI ON FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x P4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUGED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P51F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ LUARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED R15K GATEC70RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP '5TUO' 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 WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAM5 $ OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131' NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 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 ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL 6ONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 055 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ EDLE5 � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARINS. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55AO' b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3Y2" 51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 5OLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 ff 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TO6ETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 1" BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. i EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 25132" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANOIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 5IMP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: ` 111111110/ � 5 G. PR'°/f��i k No 77824 e r 1 ' TATE OF ®�0 jd�t�°� ORIOi'-®ems Ocop yr�AIM11��\ �jineerIng, Inc. =z z JLU W W z z CM J a Z WW M _J oc Jz W C y M W CC 0 Cl- 9 Z a� C: c E a, m E < I- �CD Y m �h o N M CL M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB BC 05-19-21 REVISIONS: date: initial: sheet: a Z J 0 0 J d w 2 Ld SM0.0 'Q Q 0 LL I 2 SD- 35-0" 1. 14'-0" ,. 10'-0" III -Oil , PATIO SLAB: 3 y2" GONG. SLAB ON 6RADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N SOIL. 16 i " • GONGRETE SLAB: 3 %2" GONG. SLAB ON 6RADE (2500 PSI MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIRGIN 501L. I I 10'-2 1/4" 'I 5"x16" THICKENED 10 SLAB UNDER 5D-I BEARIN6 WALL (TYP.) I � SD- 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW 6RADE 2 HVAG SD -I UNIT 12'-4" S.O.D. , RECESS PER MANUFACTURERS INSTRUCTION � I r- NOTE: REFER TO BLOCK PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I I 6'-3 3/4" 18'01 -6" : I -----3 y2" 5TEP7— m O N 0 STEP VARIES GARAGE SLAB: 1 I 3 Y2" GONG. SLAB ON 6RADE ME (2500 PSI MIN.) W 6x6-W1.4xW1.4 MESH OR FIBER MESH OVER 6 MIL. POLY ON q5% COMPACTED FILL OR VIR61N SOIL. 4 I I N w , a I I I � o 1 6 24"x24"x12" PLAIN GONG. FT6. w/ TOP OF 5D-I 5D-1 FT6. 12" BELOW TOP OF r — HOUSE SLAB (TYP. OF 2) II I L — J L J " SLAB PLAN SCALE: 1/4' I'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (IlxI1 SHEET) 0 i • 2 5D- I I LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •--- m ° INDICATES 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES S SCHEDULES seal G.. F�e�� r�'e No 77824 CC ASTA; OF 4d' ZZ i 0 tORIV © copyright:RJ n f qoA\ Structural Engineering, Inc. 0 CD Z JFn W W Z O cr) C" z w aa,. W +L a Z= A L) t a t UJ J 00 CL) s Z :0 W Y p o y m _ W 6N OC C75 M M&K project number: 068-2001 1 project mgr: .,JSB drawn by: BC issue date: 05-19-2 `j REVISIONS: date: initial: MAY 2 4 2021 d 0 J LL Iii U) p z 0 d z�} � 3 Q.. m jLj d ~ z W UJ J J sheet: FoN 1 4, 0 551-011 I. 4'-1011 �. 41-611 II '71-211 1' 61-211 110 4'-011 , 5'-2" , 51-211 I. I T— I r- i SCALE: 1/4"= I'-0" (22x54 SHEET) SCALE: 1/6"=1'-0" (IlxI1 SHEET) I LEGENP • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •'- °"" ..... ••••.--INDIGATE5 1/5"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE ED (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT ME -I 8F8-OBIOT ----- ----- MB 2 8F8-IB/OT ----- (1) #5 MB-3 SFI6-I13/IT (1) #5 (1) #5 M13-4 8RFI4-16 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTE5: I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 kSI 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO GOUR5FwND i L4J+i— MIN. (1)GOURSE/BOND I LQJ I I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL T7nGROUT GROUT BOTTOM REINF. PRECAST LINTEL W PRE( A5T LINTEL W t- -t EMBEDDED REINF. EMBEDDED REINF. MB-1 MB-2 rr---n I+ �— TOP COURSE, IF TOP COURSE, IF I t_4J I m l L4J I I I REQ'D PER ARCH. I I REQ'D PER ARCH. �----� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REQ'D GROUT GROUT BOTTOM REINF. BOTTOM REINF. PRECAST LINTEL w/ I a• I PREGA5T LINTEL W EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal `v,��,� G.�`;� .�` Ar : No 7782A_ e e e e e e v �G1 • STATE OF ,�4- 0., 10 Ak.r \ymo copyright: F1U/IL�fidm�.O Structural Engineering, Inc. z Z J� w w Z c V_ z w a J Q o .o Z� A I— � m t WC� /) J m � a J Q A a) o Z :2 W Y p o E2 y m O N C. CY) O. M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 05- `j 9-21 REVISIONS: date: initial: MAY Q 0 J LL Q z 0 a. Z � cn d 0 D CL � H U w 0 Cn x M � �z UJJ sheet: Fm2.0 LEGEND ROOF FRAM I N6 31 16" FLOOR TRU55E5 0 24" ac. (MAX) 0 I I i w -- w U LLL OO } � } Q I x --- x m m LL_ L J LL J L J L J L J LL ----._....._ FLUSH 61 RDER _._....... TRU55 ---..._...._.; (2)13/4"x16" LVL FLUSH OR FLOOR 61RDER TRUSS ���,+� (2 2x6 J L L L r -Ir -1r TYP. STAIR SFRAM I N6 1 —SEE DETAIL I/5D-3 ------ ----- ------ ----r 37 ST-I =( 6� y 5T-11, 37 5D-2 5D-2 3 3 I 5D-2 : Nib FLOOR FRAMING PLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 116'*'-0" (IlxI1 SHEET) • ® INTERIOR BEARIN6 WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF SHEARWALL I: • : : I EXTENT OF OVERFRAMIN6 •— --- -- -- INDIGATES 1/8"A" SAW GUT GONTROL JOINT INDIGATES LOGATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLSDCAN / 5TRAF 5CHEOULE SYMBOL SPECIFICATION FASTEN BUILT-UP P05TS 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) 5IMP50N MSTGM40 STRAP w/ (12)%4" 5T-I DIA x V4" LON6 TAPGONS INTO GMU. DE516N AGGOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGONS. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) • 5EE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.115" RING SHANK NAILS (R51R5-01 OR EGUIV.) 0 6" O.G. AT PANEL ED6E5 a 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRUSSES w/ RIN6 SHANK NAILS 0 5" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 5IMP50N VTGR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I 6U I DE TO 6000 PRAGTIGE FOR HANDL I N6, I NSTALL I N6 4 BRAG I N6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 5"x0.131" NAILS 0 16" O.G. UIOL I fT CONNECTORS BEARING CONDITION TRU55 GONNEGTOR LEN6TH < 15' SIMPSON H2.5T 5IN6LE ROOF TRU55 BEARIN6 ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 5IMP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 5IMP50N HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTORS PER SEGTION 2.2 OF AN51/TPI-2014 NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTEO WOOD TRUSS GONSTRUGTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-7-I6. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR SFEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES R!o 77884 die TATE Of .'� Q0 %' '46 c ',�Ai)y'\ coPYr�9n�MJ Structural Engineering, Inc, acD Z _J W W z z z + _J Z= c Ww I— J a Jz Z W io y W IIF N 0 rn a A ci t 32 o 0 m N CY) o. M&K project number: 068-2001 1 project mgr: JSB drawn by: B G issue date: 08- `[ 9-21 REVISIONS: date: initial: sheet: tn C Z - r ------T-- Sm 1.2 ks H H C L� C C t- LEGENP • ® INTERIOR BEARING WALL • — — — BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARNALL I: • I EXTENT OF OVERFRAMIN6 IL'---'J •-- --- m-- -•• —INDICATES I/8"xl" SAW GUT GONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. L J u J L ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1116" MIN. 05B/PLYWOOD 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %`xO.113" RING SHANK NAILS (R5R5-01 OR EGUIV.) 0 6" O.G. AT PANEL E06E5 4 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6 TRUSSES w/ RING SHANK NAILS 0 5" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERNI5E NOTED. • EREGT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I "GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 5"xO.151" NAILS 0 16" O.G. UPL I FT CONNECTORS BEARING CONDITION TRU55 GONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 5IMP50N HETA16 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMP50N HETA16 FLUSH &T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD TRUSS GON5TRUGTION". MiK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REGUIREMENT5 OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRANIN6 SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR SPELIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES ff SGHEDULES sea:Or ���° q q q «s ! sy STATE €7F kat x�re # �A © copyrigh��l��fjlldl���� Structural Engineering, Inc. CD z JLU w w Z c� o C" z wQ J M Zcr_= r— QC3 U � Q C WF— E fJ� j J'= Q o Z W p -oa Y oc� y m Yd �h O N cc M C1 M&K project number: 068-2001 1 project mgr: .JSB drawn by: BC issue date: 05- `j 9-2 `j REVISIONS: date: initial: 2 4 2021 ~ro a � 0 (L � w jj(f�t� V Q z O z U�n ROOD SRAM I NG IP�AN SCALE: 1/4"= I'-0" (22x54 SHEET) SCALE: I/V*'-0" (110 SHEET) I- LL W d 0 �� 0 z 00 JJ sheet: SmI.3 FILLED GELL5 (SEE PLAN) vh MML7C n.Oft r-% . isr:A: (J L4./NIVF.;N F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND 6ARA6E SLAB m 4:: (SEE PLAN) d 16"x8" THICKER EDGE W/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL Z X cj� C) =I1�1) #5 DOWEL W/ 6" HOOK AT _ —III-1' ALL VERT. WALL REINF. III= I III —III = I 1511 (SEE PLANS FOR LOCATION) 11=III—III=III=1 - CLEAN GOMPACTED FILL ® 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2i �2-5TORY: I'-4" WIDE W (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS GARAGE CURB DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID z O 6RADE ' =III —III Q '=,IIIIIm R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) ° - a I —III —I I —I I- —I 11=1 I I —I I I1- III=III=1I1- Ilk a . 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL 0 9 15 WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS POCTING 5ECTION W/ BLOCK DETAIL SCALE: NTS 8" GMU BLOCK — BEYOND EXTERIOR DOOR MTL. THRESHOLD SET IN SEALANT PAVERS (SEE PLANS) >Y v GLEAN COMPACTED` FILL @ 95% STANDARD DENSITY AND TERMITE TPFATIP-n a ,° e ICI-1�1= e IIMII1=1 II — 111-111—I III —III- a ° II_III_111; III,,-111- R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I-5TORY: 1'-0" WIDE W/ (2) #5 BARS E NTS 8"x8" THICKENED SLAB W/ (1) #5 CON:. D THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) mot- t EXP JOINT v m \NAI SLAB R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (SEE PLAN) . d .. d a I— I —I I I —I I I —I I —I �'— _' IIIII���IIII�IIII—�' '.I I=1TI(I) #5 DOWEL W/ 6" HOOK AT III— (- ALL VERT. WALL REINF. III=1 11=1 11=1 I III- (SEE PLANS FOR LOCATION) GLEAN COMPACTED =� I I I I I I I I I I I I I I I, , .I FILL 0 95% MONOLITHIG FOUNDATION STANDARD DENSITY WI TH A/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR NALL @ PORCH/PATIO/LANAI DETAIL SCALE: WM Y2" GYP. BD. EA. SIDE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) w STUD PLATE TIES PER PT BOT. PLAN o STUD TOP 8 PLT. BOT. a.. a °' (2) #5'5 GONT. W/ --/ 3" MIN. CLEAR UPLIFT CONNECTORS 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 5PEGIFIGALLY NOTED ON PLAN. GARACGE 5TE10 DOWN DETAIL SCALE: NTS 8" GMU (1) #5 VERT. FROM FT6. TO — BONO BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z� a� O BADE ' III=III=11I=1I1= ;I f1l I I� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) PVC, CHASE SLEEVE TO BE �=III=III a III=III-1 ' I =III=III =—III— TWICE THE DIAMETER OF ' i l III —III —I 11=1 I I I —I 11- PROTECTED PIPE GLEAN GOMPAGTED I I I FILL @ 95% III MONOLITHIC FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DEVIL 8 SCALE: NTs � IIJ/ seal: ®��`�� G. �¢ NO 778 1 1 0 .,� -p '0 STATE 0 / OF ; 4u © copyright : Structur!I� ngi�eeleriRng, Inc. Z JLU w w Z_ c C7 Z M w a J Q � Z CS Q� _ UZZ �- W�� E M E QCD _i� Z W p Vc Y o y Y.I m g N M&K project number: 068-2001 1 project mgr: J S B drawn by BC issue date: 05-19-21 REVISIONS: date: initial: 2 4 2021 a Z 0 �i 0 8" GMU BLOCK BEYOND 1'L R4.1 FI-FOIL OR EQUAL � r--I EXTERIOR DOOR OVER %" FURR STRIPS i T T MTL. THRESHOLD -PER BUILDER �-+ W In SET IN SEALANT HOUSE SLAB 14"(Pxb" LONG Ld V (SEE PLAN) SIMPSON TITEN HIP Z PORGH/PATIO/LANAI PRESSURE BO5GREW5 ® 4'-0" O.G. I� 0 (� SLAB OR PAVERS TREATED TTOM AND 12" MAX FROM ICI a (SEE PLANS) PLATE END OF WALL r zv ! PER MANUF.co 0 U) 1=1 11=1 I M I 1=1 11= =1 I I-1 I I-1 I I-1 1=1 I Q III —I III —I a a I —III —III —III- —I I —I 11=1 11=1 11=1 — — — — — — — — — ' 111—I IE 1 I M I IIII=1 Mil I 1=1 I 1-::- I 1=1 1=1TI1,1 1_' 11—III=III- � w Ti—I I —I I —I I —►II—I 1=Ti=1 11=Ti=►11— ' 1=I 11 1=1 =1 I I III —I 111=1 I —III I I I=1 1111— III —III ; m u� -_ 11=1 'III I I III —III —III III— ' � �: Q I—III=III=III=I III- MONOLITHIC I -4 GLEAN COMPACTED III =III-1 I' FOUNDATION W/ (2) #5 T T T FILL ® 95% STANDARD WI TH GONT. ON CHAIRS w (0 U) DENSITY AND TERMITE 2 �e TREATED 2-5TORY: I -4" WIDE 0 0 Z w/ (2) #5 BARS UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRICANE GLIP5, AND LL Lu J J I -STORY. I 0 WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A W/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN, sheet: 1 EXTERIOR OUT5AI NG $ 5617 POURED 51 L5 DETAIL (,;; I NT. 5E;ARI NG WALL�OOTI NG DETA I L SCALE: NTS SCALE: NTS SDP, 1 4 PROVIDE SOLID SHIM BETW'N TRU55 CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2' FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. J FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"0.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MA50NRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. SECTION 3 SCALE: 8/4"=1'-0" 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. - EXTERIOR WALL 5HT'6. TO RUNS CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF LADDER TRU55 TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" @ 3" O.G. INTO 5OLE- PLATE LADDER TRU55, FASTEN LADDER- TRU55 TO EA. BLK6 PANEL N/ (3)3Y4"xO.131" NAILS MIN. 2 Y2"xO.131" @ 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRU55 TO GMU BOND BEAM N/ 51MP50N HETAI6 EMBEDDED STRAP ® 16" O.G. STRAP MAY BE INSTALLED ON IN51DE OR OUTSIDE FACE OF TRUSS VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL _ -SEE PLAN FOR VERT. HORZ. REINF. 5PEG5 Mr:/4°=I'-0° SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL N/ 24" LE65 FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"0.113" RIN6 SHANK NAILS 6" O.G. w 2x FASCIA -SEE ARGH 2x SHEAR WALL - SEE PLAN FOR SPECIFICATIONS. - SECTION 25 SCALE: 3/4"=1'-0" FASTEN ROOF 5HEATHIN6 TO 2x LEDGER N/ 2 %"0.113" RIN6 SHANK NAIL5 @ 6" O.G- ROOF TRUSSES PER PLAN --\ FASTEN SOLE PLATE TO TOP CHORD OF LADDER TRU55 N/ 3"x0.131" NAILS @ 6" O.G. FASTEN FLOOR F FLOOR TRUSSES 5HT6. TO FIRST -PER PLAN TRU55 W 3"x0.131" NAILS @ 6" o.c. FASTEN EA. TRU55 TO LED6ER W 51MP50N H2.5T 2x LEDGER -REFER TO "ROOF FRAMING NOTES" (U.N.O. ON PLAN) 2x4 (MIN) 5PF #2 BLOGKIN6 A5 SHOWN AT PROVIDE 51MP50N HETAI6 48" o.c. FACE NAILED TO TRUSS TOP $ EMBEDDED STRAP @ EACH TRU55 BOTTOM CHORD N/ (4) 3"0.131" NAILS. (@ Iq.2" O.( . MAX.) FASTENED TO 8" GMU BOND BEAM END TRU55 VERTICAL OR TO W/ (1) #5 GONT. BLOGKIN6/RIBBON ALL LAPS IN MA50NRY 25" RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REINFORCING DETAIL SCALE: NTS SECTION 6 SCALE: I F I'-0" SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN ROOF TRU55 TO DOUBLE TOP PLATE N/ (3) 3Y4"xO.131" TOENAILS 2x6 BLOCKIN6 IN EA. TRU55 BAY FASTENED TO EACH GRO551N6 STUD N/ (3)3 Y4"xO.131" NAIL5 SEE DETAIL 31 FOR ADDITIONAL CONNECTION INFO 4 5HT(5. FA5TENIN6 BY WINDOW/DOOR MANUFACTURER NOTES: 2x4 @ 16"O.G. FA5TENE-P- TO 6ABLE END TRU55 N/ (20'xO.131" TOENAILS. 6YP5UM BOARD- 1. q MAX PER ARCH FOR FIREPROOFING 6ABLE END VERTICAL WEB - REINFORGIN6 AS REQURIED BY TRU55 MANUF. 3 )'4"xO.131" TOENAILS ® 12" - O.G. GONNEGTIN6 BOTTOM CHORD TO TOP PLATE FASTEN BOTTOM CHORD GABLE END TRU55 TO T PLATE WITH 51MP50N A CLIPS @ 32" O.G. FASTEN BOTTOM OF 2x BRACE TO DBL. TOP PLATE W (1) 51MP50N H 4 (2)3 Y4"xO.131" TOENAIL FASTEN 5HEATHIN6 TO 2x4- BLOGKINS N/ 2 3/8"x0.113" RIN6 SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO. ROOF OF- L2x4 BRACE N/2x4 T-BRACE, OP SPACED ® 4'-0" O.G. MAX. 35 FASTEN 2x4 TO 'T' N/ 3 Y4"x NAILS @ 12" O.G. w (NOT REQ'D AT TRU55 HE16H 4 4'-1" OR SHORTER) 2.S 26 SECTION 5 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRU55 OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS N/ 3"0.131" NAILS @ 16" O.G. FLOOR TRUSSES -SEE PLAN 8" GMU BOND BEAM W/ (1) #5 GONT. - SECTION I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wc,"x�?" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM EDGE OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"x0.131" NAIL5 5TAG6ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'S 5PEG5. W I NPONPOOR BUCK PETA I L SCALE: 0.131" T5 2x4 BLOGKIN6 N/ (3)3 Y4"x0.131 " TOENAILS EACH END (4) 3 Y4"x0.131" NAIL5 PROVIDE 2x4 BLOGKIN6 @ 48" O.G. IN FIRST (3) BAYS OF ROOF TRU55E5-GUT TO FIT TIGHT BETWEEN TRU55 BOTTOM CHORDS AND NOTCH AROUND SILL PLATE FASTEN DRYWALL TO BLOGKIN6 N/5GREW5 /NAIL5 @ 6" O.G. FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2"x0.131" NAILS @ 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON W 3"x0.131" NAILS @ 16" O.G. VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. HORZ. REINF, 5PEG5 EXTERIOR WALL 5HV6. TO RUN CONTINUOUS FULL HE16HT OF WALL FROM BOTTOM OF RIBBON TO TOP OF DOUBLE TOP PLATE 2 Y2"xO.131" ® 3" O.G. INTO SOLE PLATE 2x GONT. RIBBON (TOP $ BOTTOM) FASTEN TO EA. TRU55 VERTICAL w/ (2) 3 Y4"x0.131" NAILS 2 Y2"x0.131" @ 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP ® EACH TRUSS (@ Iq.2" O.G. MAX.) FASTENED TO END TRUSS VERTICAL OR TO BLOCKIN6/RIBBON VERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 SECTION 3� SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 PROVIDE 50LID SHIM BETW'N TRUSS ff CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN 112" FROM CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL Q. 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 AND CONNECTION SPECS. FASTEN 50LE PLATE TO GONT. RIBBON W 3"xO.131" NAILS ® 6" O.G. $ 5HEATHIN6 TO GONT. RIBBON N/ 2 Y2"x0.131" 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 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 T'�F I CAL OVER�RAM I NG CONNECTION DETAIL SCALE: N.T.S. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("CUT") ON THE PLANS. seal: ���'���i� ��� ✓,��°r di ��. No 77824 sir ; � * r 6STATE } `I OF 10NAV. © copyright: MULHER dA& Structural Engineering, Inc, Z JLU w w Z o C9 O7 Z w oQ.. J Q d Z= Q� F_ c, A � ��- � W� �' E �Q) � 3: 3 O° E J� Q. �o Z W p :2 Y o _ y W E m _ 6N CC �a M&K project number: 068"200 1 1 project mgr: ,JSB drawn by: BC issue date: 05-19-2 T REVISIONS: date: initial: 1 MAY 2 4 2021 1 sheet: SD2 ;4 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO 6001) PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP GHORD5 5HALL BE BRACED BY DIRECT -APPLIED PLYWOOD/056 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORO5 SHALL BE BRACED BY OIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEBS, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51-B3 F16URE5 53-18 4 B3-1* 5HOP APPLIED REINFORCEMENT PER BG51-133 FIGURE5 133-22 $ BG-23 15 ACCEPTABLE. • 'T' 4 V REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' 8 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEBNERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORCIN6 TO WEB/VERTIGAL W/ Ibd GUN NAIL5 (0.131x3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (5) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 AL16N, GONTINUOU5 ROWS OF LATERAL BRACING MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRACING 5HALL CON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGEO ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd GUN NAIL5 (0.1310 1/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER @ MINIMUM 5PF '5TUD' GRADE MATERIAL). TH15 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH GABLE END WALL b ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 ® 510E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) OIREGT-APPLIED PLYWOOD/055 A ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGR055 MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRON6BAGK (NOT REQ'D FOR STRUGTURE) OIREGT-APPLIED PLYWD/05B X DIREGT-APPLIED 6WB GEILIN6 SECTION B-B ALTERNATE WTNOO WIRE (3) OR MORE 51HLAR Mr,5E5 ARE 6Ra FW A 0 DIREGT-APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION GOMPRES51ON WEB (5LOPIN6 OR VERTICAL) COMPONENT J I$ GLADDIN6 Gomponent5 i Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) 0 +14.q -26.6 2r +14.q -36.8 20• TO 27• 2e +14.q -36.8 0 +14.q -36.8 01 +14.q -28.3 2r +14.q -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20• TO 2T 2n +14.q -45.1 0 +14A -53.6 O +21.2 -22.q WALL5 0 +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pressures and are permitted to be converted per A5GE 1-I6 Section 2.4.1 to get an equivalent ultimate load pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate Pre55ure5. Va1ue5 are based on Worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: q\� ` G.� F-R., /61, No 77824 6 C 'i STAYI✓ QF ZZ ° � 1 ��� Stru ural pgineering, Inc. Z JL w w Z Z w J Z= I-- U WW W J Jz W G y W N 0 C" a A aQ 4 c E m E aA CO CD 0 cccc�� m Lh o N CY) M P E55URE ZONES M&K project number CONTINUOU5 LATERAL BRACE 1 0 6 8"2 00 1 ALTERNATE o (3) OR MORE IND V ADJACENT TRUSS IMILAR 5HOP DRAW5N65(5EE project m r p� g' i C B J ti7 FOR LOGATION5) drawn by: BC 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY issue date: 05- 1 9-2 1 TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) REVISIONS: date: initial: WEB MEMBER REQUIRING BRAGIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON65AGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'O FOR 5TRUGTURE) 'L' OR 'T' BRACING WE65 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I NG DETAILS $ NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME I$ SHALL BE IMPLEMENTED IN 5PEG I E I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. MAY sheet: OBSBP, I NO i m I