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HomeMy WebLinkAbout36854 Precita TerL t um rm 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 DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOODWWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn (9 n ](9n TM Cnm panles 90 MATAWAN ROAD H-c MATAWAN, NJ 07747 (732) 383-2200 ALMERA ASPIRE m ESP ELEVATION "A" 36854 PRECITA TERRACE ZEPHYRHILLS, FL 33542 LOT 037 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION 1 ST FLR A/C TOTAL A/C ENTRY GARAGE LANAI TOTAL U R "All 2127 SQ. FT. 2127 SQ. FT. 53 SQ. FT. 473 SQ, FT. 137 SQ. FT. 2790 SQ. FT. lk�/ BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIA w/ APPLICABLE SUPPLEMENTS �( OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DjRAWING INDEX CS1 CS2 A1.1 A2.1 A2.2 A3.1 A5A A5.2 WP1 E1.1 P1.1 S-0.0 F-i.0 F-2.0 S-1.3 SD-1 Sn-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS REVIEW WF FEBI STRUCTURAL DETAILS P AN ExA STRUCTURAL DETAILS MINER /,✓ ALL � ORK SHALL CC 1Fit pLY �1� �®EO ,ONA` cLEC�r �� .t�lfi�G C!"� � I It cc w o°F- 0 > cr LU Z) U) U W 0 ¢pw� _ j -JjrcrlY Y O F- z u—OOc� z z z ~ � Z W CL 2 a _3cnp0U =zLLU) cz N cot Qo Q 0 t� V O ct5 two w NC wA 0 X o U) z P-M w� w � Iwo r� O u ca w CL O_ R a U W (w Z O I � tn C] aQQQQ az JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET GS 'I GENERAL CONSTRUCTION NOTES ING-GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: FR302.5 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS TI FOR THE FULL LENGTH F THE FLIGHT FROM A HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS O E U G O , WELLING -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 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 S AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROMOF 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 AGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; ANDINTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENING PROTECTION OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR . 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTINGNEWEL 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, OR 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 SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION 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 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD ORE EQUIVALENT QU GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (i0 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: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD. GUARDS: ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY T HOLD OLD IN PLACE. 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. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH 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. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 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. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. 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. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: 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 RI 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSAlTRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 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 OF CHIMNEYS AND FIREPLACES, SEE SECTION R100119. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE 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. 4.5 DRYER DUCT LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT HE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS THE TM COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. 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. 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. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER THE SIZE A 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 INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF IC 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 ATMANUFACTURER'S THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT THE INSTALLATION 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT 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). . R7034 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY 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 RAD) 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, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS 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 THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER��) fl 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITIO 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 ®2�20) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY .. I R308.4.2 GLAZING ADJACENT TO DOORS. 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 f FLOOD ZONE REQUIREMENTS: 0 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 OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. ,00BQo INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 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. 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AA AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 4. INCHES (76 FOUNDATIONS ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM THE MANUFACTURER'S 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INSTALLATION INSTRUCTIONS. DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. Ir Lu �-_Cc Wz0= O >-N >OCQO U) 0 W Q�WF. J � W W Cc Ir Y O I- Z 06u-00C/) z z z ~Lu Z wD-2�D- _3(no0U Z)2ZLi- U) a O0 co V C n F- - Q 0 0 0 U U 0 c Im L 1 N w� 0 wA O ICI w� w J ME" OD cn U co IL Z O_ U) W cn Od c G L 9 2022 UNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET GS I a O O I\ 0 T 00 c36"x60" ACRYLIC SHWR PAN 3-SIDED ACRYLIC SURROUND 0) C'7 z v. Lr C\ DRYE VEN WASHE BO 2'-411 40'_0„ 21'-4" 18'-8" 5'-411 l 16'-011 8'-10" ,8'-10" l *35 SH FrrRFccl CTI !!`! fl %AIDADDGiI l 16'-0" 20'-8" N Q 2,-4,' 5'-41' 40'-0" FIRST FLOOR PLAN ,:m an (37"x63" EGRESS) „ 8._85'-411 14'-0" 3-SIDED ACRYLIC SURROUND LEGEND SYMBOLS n BUILDING/WALL SECTION sxr MARKER OINTERIOR ELEVATION MARKER k EMERGENCY ESCAPE & RESCUE STEP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID OLID SURFACE V6" O.C. FOR COUNTERTOP ERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL 1-2 MAX. SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. 3Y J H W Wz0� >_ > oC Q 0 W ir f- UWw c� Qz:)w 2 cr Q > :D IIr z0OW z W J Q 2 d = cr q Z) Z LL W �F --Qz� N c C F- O � Q H O O z u O a O o 0 O j I w Pow" U rr�� I Vl Id.y I I i I wI i a, I I i I _O I � I U LLI 1 I l t O 1 l l f f r f i `r c i i i " JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS E PLAN # 6120 RELEASED: 1/18/22 L SHEET A`'i 0 SCALE: 1/4"=1'-0" 0 51 u GARAGE DOOR 2 DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL (:D=sCALE: 3/4"=1'-0" 12 5 REAR ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 5:12 12 5 / \ 2 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 FIN 1 CT FI nnP BLDG. HEIGHT 5:12 a 1'-0„ TYP. r 4" WIDE O BAND B1) � , 4"WIDE O BAND(+1) Ll ElF]ElElpElF BAND .,40 0 0 DElEl. 16070 GAR. DOOR 4" WIDE STUCCO - BAND (+1) FRONT ELEVATION SCALE: 1 /4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W � J F— W W z O H w �ZO > (r < 0 WoF— u)UWw Q = W 2 cr - Q :D c Y O H Z '6WOO� Z zz Q F— Z J Q � J W D-2wLL Z2zLLcn f— Q z 0 n O N tY n Q o O � �i Q H 0 0 4* c� v O I� wU) O � Z O �w w Z M o w o� a w O_ OC U) w O � o fxzaaaaa 192022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET A2 o I '' — - - - -- �.i �ai� �.., i ;:,,� F��i.B.t:�hfil;�;➢end ,pentad is�. riin.:o- .u.�.]i�::�lo�-- 0 Q ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 5:12 0 12 5 1'-0" TYP: FF 1 2'-0" LEFT ELEVATION SCALE: 1 /4"=1'-0" 12 5 4" WIDE STUCCO BAND (+1) I 12 5 5:12 0 ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) 12 5 4" WIDE STUCCO BAND (+1) 4" WIDE STUCCO BAND (+1) - FIN. 1ST FLOOR RIGHT ELEVATION SCALE: 1/4"=1'-0" PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE •' .�,.�ti ± `°?:' a,. BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO 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 C 1063 (CURRENT EDITION) !Y W ❑ J F- W W z Q wwz0 > w ¢ 0 w 0 W w Q D w F- 2 � � J IL CD W W !Y IY O F- Z odu-00C/) qZ Z p W cr J Q 2 J W (L _ j U) ❑ w �F-QZ❑ Q� n QN Q o j a O O O O o It� o I w w w mmmol w U) w IL O_ U U) W cn O� � to Z aaaaa N 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET A2o2 z w 0 z O J z 7 z r Q J) z Q r J) z g J) A z Q r n z Q J 1 1J n A 0 ROOF PLAN SCALE: 1 /4"=1'-0" ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2790 SQ. FT. 1339 SQ. IN. UPPER VENT 40% NET VENT MIN. 536 SQ. IN. UPPER VENT 50% NET VENT MAX. 670 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 5S2 SQ. IN. NET FREE AREA SOFFIT VENTING 787 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 120 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1, FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 Ir W � o >_ >OCQO W❑F- < w F- _ J Z) IY tr I YQF-z 'Z5LL00w zzzF_z � J Q � J W (L _3U)❑OU :2ZLLcn �F-Qz❑ N G= O Q 0 0 r� V O � a Oi r.� O w O VJrar� w x a, 0 tn w 0 In o� w m o IzZ QaaQa JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET A3.1 0 0 2 A5.1 INSULATION PER ENERGY CALCS. rjhT.O.MASONRY—___ T.O. WINDOW BEDROOM 2 00 00 FIN. FLR. FOOTING PER FOUNDATION PLAN /--�,BUILDING SECTION f SCALE: 1/4"=1'-0" uLi BUILDING SECTION f SCALE: 1/4"=1'-0" 12 5 11-01 ).MASONRY ). WINDOW :IN. FLR. S cc w CC W z 0 M 0 >- F- w w Z > cr- < 0 W C) F- w o U) w cr < F- -J IL cn w w cc cr cc �e 0 F- Z .6 L.L 0 o ui z z Z F W < cn < z CC < w 1: E M 0 o z LL Cl) F- < c\l O 7d' U Z O 'j o w cn 0 U z w w a rL j En Mgt g w 2 W-j 4:4 (L z 0 P CL ZE u tn w tn z 0 E-n E W, ci z IM F< 10 JAN 19 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/ 18/22 SHEET A5, I a ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL � SEE ROOF PLAN PRE-ENGINEERED ROOF. SEE ROOF , PLAN PRE-ENGINEERED ROOF ' TRUSSES AT TYP. 24" O.C. '- TRUSSES AT TYP. 24" O.C. ' BOTTOM CHORD VARIES. REFER BOTTOM CHORD VARIES. REFER ` TO TRUSS MFGR. DRAWINGS. TO TRUSS MFGR. DRAWINGS. \' HURRICANE STRAP EACH END HURRICANE STRAP EACH END hoonon.\' , OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. _ juuuu' TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) ' (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE EE BD. w/ALUM DRIP EDGE E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) -- -- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS (8" TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED @a WINDOW 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) PRECAST WIN. SILL ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY 4„ SEE STRUCTURAL SPECS OL 0'-01, PLANS 01-01, FIN. FL. SLOPE SLOPE FIN, FL. FOUNDATION FOUNDATION co PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW - WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4 FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ GYPSUM BOARD ELECTRIC METER LOCATION SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR CMU BLOCK WALL GYPSUM BOARD ' GYPSUM BOARD NICHE FOR ELECTRICA PANEL & WIRING ELECTRICA PANEL EXTERIOR CMU BLOC WALL NOTE: TI ARCHITE FINISHE; DRAWINI FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-0" I .Ii i F l , ;Ill 111 iiA—d II1116:-a1@". 11J;W "CliIYI7 kYol r 1116-4Ja 1. Ir l T T CONCRETE CURB REF TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE DIMENSIONS PRIOR TO�E' SLAB ON CONSTRUCTION. GRADE r GRADE AT GARAGE GYPSUM BOARD z g 3 1/2" w GARAGE pia it i fV M ja ELECTRICAL PANEL CV �O 00 CONCRETE N CURB REFER TO PLANS ER ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M Z g � w d I I I I ' I I I i I I I I I I :1E I I I I I I I I I I I I I I I I I I I I I I I I I I I - fV ih 0o � N cV L L ----- ---- K 1'-6" ir JL_1L 77 Y,T 12 SEE ROOF � PLAN I I 1/2" EXTERIOR SOFFIT EE BD. VV! KNOCKDOWN E V. PLASTER FINISH SEE STRUCTURAL PLANS SLOPE TYP. CMU COLUMN SCALE: 1/2" = 1'-O" ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 60 MIL. OR EQUAL - PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. -HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) -2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS -2X PT BLOCKING -8" CMU BLOCK W/ CEMENTITIOUS FINISH -SLOPE GRADE AWAY FROM HOUSE OIL 0'-01, FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS C LANAI/PORCH W �0>- >OC¢0 Ill Z)C)F- U) ZW W Q=WF- = F— 5IL cr(rIr Y O F- z ,dLL00C/) zzz�z J Q J W a = a Zicno0U ZD1Z Lcn MF-¢zFn g n a O N N �i H ci V ll� V 0 Vl o z O p,...i mmo 0 w U U w ~ w r w x CL w tn w to Z o w O to Z(5 aaaa< JAN 19 222 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET A5. 2 NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) "L" FLASHING SCALE: N.T.S. ' VOOD SHEATHING 10 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) " THICK, 3 COAT CEMENT PLASTER 1ETAL LATH AP WRB & TAPE OVER ROOF/WALL ;CREED X5 "L" TYPE CONTINUOUS GALV. 1ETAL FLASHING (NAIL TO ROOF )ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ;AP SHINGLE - DO NOT NAIL, qSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY WOOD SHEATHIr'^ BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHINI UNDERLAYMENT PER CO[ CAP SHINGLE DO NOT NAIL, INSTAI WITH ROOF CEMEI` ROOF CEMEP SHINGLE ROOFIN "L" FLASHING — SIDING SCALE: N.T.S. 2) SET P.T. WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TC AND EXTERIOR FACE OF BUCK AND SILL CMU OPENING WATERPROOFING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES W z ROOF/WALL SCREED Q Q 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) W r 0 FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD 0 FOLD @ FOLD INWARD @ PT. A STEP 3 0 FOLD @ 77° FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C CTFP 7 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 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 = .tl, Atol"A s 4 �r * o r RA WATERTIGHT SEAL. m ®� °. 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 It W ui �00�- Lu >oWC¢0 uJ I— Ww cnUW ¢�I- J U) W W cc cc Y0E-z �Ll00U) zzz�z <� _j w WIZ=cra Z = Z 0 w �I-¢?o 'V c C Q o O � a Q 0 0 U 0 Nj im z w � o p u) J o aJ-w w �w wA CL Act o� o_ r in w t 00 r �QQQQQ z °a g JAN `1 9 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET WP I z w co z 0 U z w F- D w z z a m 0 m 0 z a z 0 w U Z) 0 0 m w m w m 0 0 z w m a cD z 0 m z z w cn w wl 2" PVC CONDUIT 2-2/0 COPPER • OR COPPER OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T II ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL METER (V.I.F.) A/C DISCONNECT h/ GFWP FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" OUTLET FOR U/C REF. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE - CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE *c LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE () EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) 0 TELEVISION (OPTIONAL) (p ELECTRIC METER = ELECTRIC PANEL DISCONNECT SWITCH dD 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 tr W } 2 � �OOI- } >oCQO WC)F- � 0 W 0 Q = W_ ~ �IL m IYcr Y 0 F- Z LL00C/) ZzZF-Z w J Q J W D_=C_ �Wo00 = Z U- W cz n Q � a (� N n Q o O � a Q 0 0 O ft r� V Z o IL t o � LL� i� 0 U a, U) w w w x a O P 0. U) W z Z OEn- o wZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18122 SHEET Elel TIN U? CO N 0 0 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (Y I.LI �00� i >cc¢O WZ)C)I- v)Uww Q=WF— _ F- � J :D cc: YO1—z ,dLL.00C/) Z Z z H Z J Q 2 J wa=Cra � c1p0U p 2 Z LL CQ �I—QZ❑ Q� 'U c i� O L j VQ' aQ 0 0 0 U (L 0 .j z a) 0 O 0 M.j x w w w a �C a. 0 F lz U) W z Z 08 W aaaaa wz COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6120 RELEASED: 1/18/22 SHEET pI,I Ie n MASONRY LINTEL A55EMSL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--1, LQJ+i- MIN. (U GOURSE/BOND i L4JI+i- MIN. 0) GOUR5E/BON9 I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. �4Et PREGA5T LINTEL W I ,. I PREGA5T LINTEL W EMBEDDED REINF. -+-1 # EMBEDDED REINF. MB-1 MB-2 rr-- __ 1 , i I+L- TOP GOUR5E, IF TOP GOURSE, IF I LQJ I L _� REGlb PER ARCH. v 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. _ PREGA5T LINTEL Pi/ PREGA5T LINTEL w/� EMBEDDED REINF. EMBEDDED REINF. MB-3 MBA MABONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT 1`15-1 8F8-O5/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 MB-3 SFI6-IB/IT (1) #5 (1) #5 M15-4 SRF14-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, WALITY PREGA5T CO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTELS N/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REGURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE51614. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS 6ENERAL 5TRUGTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DE516N THESE FOOTIN65 HAVE BEEN EN61NEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE5ISTANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND SLAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 N/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5 • ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION BPEG F I GATI ONB (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAILS* SOLE PLATE TO J015T/BLK'6. (5) NAILS ® 4" o.c,. (3) NAILS @ 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TUD 2) NAILS (3) NAILS RIM TO TOP PLATE TOENAILS ® 8" o.c,. TOENAILS 0 6" o.c.* BLK'6. BTWN. J0I5T5 TO TOP PL. (3) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS ® 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS ® 24 o.c. NAIL5 0 16 o.c. DOUBLE TOP PLATE LAP 5PLIGE q) NAIL5 IN LAPPED AREA (IU NAILS IN LAPPED AREA TOP PLATE LAP @ GORNER5 $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN) MMMMMEJ THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 CODE (SEGTION 160q) LATERAL DESIGN REGU I REMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE GOEFF I G I ENT ENGLOSED, +/- 0.0 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL SHEATHING BPEG I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING 51PEGIFIGATION5 BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 05B FASTENED w/ PI 2/211xO.131" NAILS @ 69" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 21/2"xO.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED HALLS N/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALI_5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR MALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPL I ED 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 OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3:i(, SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL t;/32" THICK, APA RATED 5HEATHIN6 F, EXPOSURE 105E OR PLYWOOD PE1 ACCORDANCE WITH THE UL DE516N5 5PEGIFIED. Window 4 Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B03 OPENIN6 5IZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 PSF/-20.q P5F +18.5 P5F/-20.q P5F 16' 6arage Door +11.1 P5F/-Iq.1 P5F +11.1 PSF/-I1.1 PSF 10 SOFT. +21.2 PSF/-22.q PSF +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O PSF/-20.8 P5F +Iq.O P5F/-23.q P51F 100 SOFT. +18.0 PSF/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.5 P5F/-11.6 P517 (DEnd Zone 15 defined o5 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). ©Pre55ure5 charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END � DRA6 TRUSSES N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWI5E NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 20 LEDGER FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS @ 16" O.G. UPL I FT GONNEGTOR5 BEARING CONDITION TRUSS CONNECTOR LEN6TH < 15' SIMPSON H2.5T 51N6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETA16 FLUSH 63. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTEO WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51614 THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWIN6 SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 •-- - - --------INDICATES I/8"A" SAW GUT CONTROL JOINT INDIGATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL BTRUGTURAL NOTE5 • DE51CYN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING GODE. • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS � DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED RI5K GATE6ORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD & (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAM5 4 HEADERS W/ 3-RON5 OF 3"xO.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1116" 05B FASTENED N/ 2142"xO.131" NAILS @ 6" O.G. ® ED6E5 4 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/13EARIN6. • EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • LSL - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10'6 psi • FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5 )14"x3Y2" SIMP50N SD5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY GONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4" BEAM5 ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 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 6REATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID T BEAM 15 AGGEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6 TAPGON5 ® 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 HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND GROOVE E06ES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3'W.131" NAILS 6" O.G. AT PANEL E06E5 1 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTE5 • (3) 51N6LE PLY 2x 12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJAGENT HALLS N/ (2) 3"xO.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. N0 0ol �t. u MULHERNJINN 1 9 2622 © copyright : Structural Engineering, Inc. CD IIIIIIIIIIIJ LU w W z o Z W d J ` Q z= E F- U cc_ .� Q �E LUcry Z-� m E a Z Q A o IIIIIIJ W .,(D:5 CP Y CAm W L6 C N M&K project number: 068-200 1 1 project mgr: drawn by: issue date: JSB DJR 01-t -22 REVISIONS: date: initial: sheet: M QJ J W Q O Q Ld J Q Q 0 U) 0 z x (L U) 'Q U) j'� V J J SM0.0 40'-011 S No 7 0+0 21'-4" 18'-8" • INTERIOR BEARIN6 WALL PATIO SLAB: 12" WIDE GONG.---� A =� �T o HVAG 3 Y2 GONG. SLAB ON 6RADE (2500 P51 MIN.) TURNDOWN BEARIN6 WALL ABOVE ��°° UNIT SD -I w/ 6x6-W1.4xW1.4 MESH OR FIBER MESH ON EXTENDED MIN. 12 BEAM /HEADER q5% GOMPAGTED FILL OR V I R61 N SOIL. BELOW 6RADE • LOCATION AND EXTENT OF SHEARWALL © copyright : MULHE LP r-.-.-.-.� • I: � :::::: ; I EXTENT OF OYERFRAMIN6 Structural Engineering, Inc. • • • • • ------ —------- — — — — - �� — �i� ------=----3y2" STEP Z N - • - —INDICATES I/S"A" SAW GUT CONTROL JOINT � °; LU Q I 5D-I q INDICATES LOCATION OF REINFORCED GMU GORE El =LU Z o c z I (SEE NOTES) i 5D-I SD-1 y„3 5TSTEP I I 2 /2 J � METAL HAN6ER W aa L + CD • _.. --- __ ___ _..-- -_ .--.._-- _._._ -.- _-_.-. _ ._ _.. -.- I I • • • • • • �` INDICATES P05T ABOVE. PROVIDE 50LID Z Cr- E E F a �_g — 13LOGKIN6 UNDER P05T OR JAMB ABOVE. _ CM 6 _411 11 E i REFER TO 5-0.0 FOR TYPIGAL m E STRUGTURAL NOTE5 5GHEDULE5 Z " Q • I FRENCH DOOR REGE55 I I Jz Mo CP a o f PER MANUFAGTURERS INSTRUCTION I • — UJ m Lil N �. co Q. i I I I I "W- GONGRETE SLAB: I M&K project number: c� I 3l2" GONG. SLAB ON I 068-200 1 1 6RADE (2500 PSI MIN.) w/ 6x6-W1.4xW1.4 MESH OR I project mgr: JSB FIBER MESH OVER 6 MIL. I drawn by: DJR I POLY ON q5% GOMPAGTED I issue date: 0 j `� 7 2 2 • FILL OR VIR61N SOIL. REVISIONS: I NOTE: REFER TO BLOCK I date: initial • I PLAN FOR ALL DOWEL -LOGATION DIMENSIONS. I • o o r41 2 I 12 i I � O 20'-0" oe 20'-0" Of �------ --y2" 5TEP------- I I 4 4 I i I Q 3 y2 �� STEP o I • 0 6ARA6E SLAB: I 3 r2" GONG. SLAB ON 6RADE sm I • I (2500 P51 MIN.) w 6x6-W1.4xW1.4 I 7 j„j MESH OR FIBER U5H OVER 6 5D-I co MIL. POLY ON q5% GOMPAGTED FILL OR VIRGIN SOIL. L 3 STE—I— P I 0 Z IL N 5D-I I U) I I I IZ co • = UJ d I LU ----- ---------- L-o ---- ---J n 0 Z V-1 J J sheet: 1 3 2 SLAB PLAN Q 5D-I 5D-I 20'-8" 5'-4" SD -I 14" '-0 I SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: 1/6"=1'-O" (Ilxll SHEET) FihM 40'- " • y .. a 0 1 IJ 0 =, I 0 T— i r 21-411 401_0 1I 211-411 151_5 11 51_411 41_/ 11 „ 51_q n , 51_rj 11 111. 61_411 . 3'-0" . 41_/ 11 41_211 M �1 • VMS 51_611 31_211 4'-0" 51-411 Nt _I 1— 0 I 0 1- 5LOCK PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/5"=1'—O" (110 SHEET) LEGEND • INTERIOR BEARING WALL • - - - BEARI N6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERERAMIN6 •- - -----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINEORGED GMU GORE El (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 501-I1) BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL PETA I L5 REINFORCEMENT MARK 0E516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-I 8F8-OB/OT --- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 MB-4 SRF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NR`( LINTEL A55EMSL I ES 5EE 51-'HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO I i Ii+— MIN (1)I MIN. p) MP5E/BOND LQJ I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL GROUT GROUT x a,, BOTTOM REINF. PREGA5T LINTEL w/ I Q ' PREGA5T LINTEL W -# EMBEDDED REINF. #- EMBEDDED REINF. MB-1 MB-2 TOP COURSE, IF 1+E— TOP COURSE, IF I LQJ 1 m 1 LQJ 1 I I REQ'D PER ARCH. u 1 I REQb PER ARCH. L -J a . TOP REINF. OR CONT. COW. BOND BEAM BOND BEAM REINF. REINF. AS REQb GROUT GROIIf BOTTOM REINF. BOTTOM REINF. PREGAST LINTEL w/ PREGA5T LINTEL W � EMBEDDED REINF. f�F EMBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES �a L= �. a Pi 0 V © copyright : MULHERLPj eeyye� Strudur 1 eer ng, n . �GG, Z J� w w Z CJ CD rn iC.D Z w 0- J Q � � Z Q o U • � Q tm a� W Q J� > A Qo Cl)CDa Z W 0 CP Y 0 co m`L6 Sy f� W ac CD N_ cr) CL IV IF M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01-17-22 REVISIONS: date: initial: J W 0 0 ZQ J � 0-4 LIJ Y 2 U J O Q J M � sheet: d Q a 0 J 1L 1 a a I i I o � I o LU I REAR LANAI DROPPED BEAMS: (2)2x12 v02" 05B/PLYWOOD BTWN. PLYS (TYP. OF 5) DROPPED BEAN Lys n --HIP 61 RDER TRUSS `—SIMPSON HUG412 FASTEN BACK TO GMU BLOGK W/ a 51MP50N TITEN SGREWS D-2 ,1,II II II 0 ,'51MP50N BG46 GAP $ ABA46Z BASE DROPPED BEAM IF , FASTEN INTER5EGTIN6 I DROPPED BEAMS TO POST PER DTL U/5D-2 ABA46Z BASE ------LL I uU \ / I k tj) I O° IX r-) I I J1 I I o I I ,II O J z v �- �w n JO v� o= LU / `N y / z [Y <} / zQ I\ HIP 6I RDER TRU55,- \ \ IN HIP 61RDER TRUSS LU -------- --- IN HIP 61RDER TRUSS LU -------- --- ci� a v' J 5D- � � O w �< LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF 0VERFRAMIN6 •—INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BL0GKIN6 UNDER P05T OR JAMB ABOVE. ROOD �RAMIN6 PLAN seal; ®e' ROOF FRAMING • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. o° -TAT C)` • ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYW00D 5HEATHIN6 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/WW.113" ``3 °. RIN6 SHANK NAILS (R5R5-01 OR EOUIV) ® 6" O.G. AT PANEL E06E5 $ Rr �r-er��Z ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 ©copyright Structural Engineering, Inc. TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BL0GKIN6 ALONG PANEL ED6E5 AT F I RST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS AL0N6 UNSUPPORTED EDGES. z mi Lu • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL 0VERFRAMIN6. = z c • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ c� M Z a 51MP50N VTGR GLIPS ® 24" O.G. '-'� J" CD • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 0THERN15E NOTED. E Z = Q o t-- Ax • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I = a, GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLIN6 � BRAGIN6 � W OF METAL PLATE CONNECTED WOOD TRUSSES." W j • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENO. m Q > E FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. v c • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER Z UJ Y CP FASTENED TO FRAMING w/(2) 3"4.131" NAILS ® 16" O.G. CO-32 Lil C N CM M UPL I fT CONNEGT0R5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 5IMPS0N HIOA WOOD STUD WALUWOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 5.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER 5EGTI0N 2.2 OF AN5I/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MiK HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REGtUIREMENTS OF ASGE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATI0N5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUGTURAL NOTES ff SCHEDULES M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 0 `I - `I 7-2 2 REVISIONS: date: initial: Cz°� Z J W J O � � z � 4 � LJJ LL LL O J O Q a sheet: d O 0 J LL SCALE: 1/4"=1'-0" (22x54 SHEET) 50ALE: 1/5"=1'-O" (IIxI1 SHEET) SmI.3 f •. ki FILLED CELLS (SEE PLAN) v/AKHVC TOP YIEW @CORNER F -1 GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND m 4" GARAGE SLAB %— (SEE PLAN) 16"x8" THICKEN EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6.- TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z_ccx L az O _ GRADE 8" WIDE GONT. GONG. CURB #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. 11 I III=1 = IIIi l' (SEE PLANS FOR LOCATION) I I , ; ,III —III —III —I - CLEAN COMPACTED TI =11 I= FILL o q5% 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 CURB DET�r I L�!�tt�6E 8" GMU BLOGK----_ BEYOND EXTERIOR DOOR— MTL. THRESHOLD SET IN SEALANT PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLANS) --� R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) .d 'e "Q' PER MANUF. —I 11=1 I 11=1 11= i III —I I I —III e I I I —III —III —III_ I- ' I=� m III I d I —I I►—Ti- �r w 111 I I III —III —III III— ' =1 11=III=III=1 I 1—I MONOLITHIC GLEAN GOMPAGTED III =1 T- I I FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DEN51T`( AND TERMITE TREATED 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WI NG 4 56D POURED 51 LL5 DETAIL 8" GMU BLOCK- (1) #5 VERT. FROM FT6. TO BOND BEAM, LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID z< O GRADE -III—III- � -11I1111111 0 d .. � a e III —I III — III_ as ° II—III_I —I 1=II—III= ° IIIIIM =III- III 1) #5 DOWEL W/ 6" HOOK AT I a _=1 I -_I ALL VERT. WALL REINF. 1 1 11 I —III -III I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING 5ECTION W/ BLOCK DETAIL R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (SEE PLAN) SCALE: NTS 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER 3/4" FURR STRIPS EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOUSE SLAB (5EE PLAN) SET IN SEALANT PAVERS (5EE PLANS) < III —III —III —I III —I 11=1 I I-1 11=_1 I' —11FriIII- � 1-111 a 111-111-111—I � 1— —=1III—I I 1=1 I I- -� — e _ III- I=1 I I I I—_ II I —I I F I=1 m III i t d I I —I I I —I 11- IIII III, -III„ "'-"' MONOLITHIC I I„I I III=1 I[ � � 111-1 GLEAN GOMPAGTED III- FOUNDATION W/ (2) #5 FILL o q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-STORY: 1'-4" WIDE W/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DOOR DETAIL 6 SCALE: NT5 8"x8" THICKENED SLAB W/ (U #5 GON I . TH 1 GKENED EDGE DETA I L 3 SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID PORGH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN) � z I `t EXP JOINT 4 v m 1NAI SLAB R4.1 F I -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) d a d I —III —I a I —I I Ed I I - ea —III=III—� III —III —III_ II III III=1 1= 1) #5 DOWEL W/ 6" HOOK AT III=111- ALL VERT. WALL REINF. ' 111=III=III=1 111= (5EE PLANS FOR LOCATION) -� I III —III —III II GLEAN COMPACTED-1 I I -III - FILL o q5% MONOLITHIG FOUNDATION STANDARD DENSITY WI PTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: NM Yz" 6YP. BD. EA. 51DE OF 2x4'5 o 16" O.G. Y2" J-BOLTS 6" FROM EA. END OF WALL AND SPACE o 32" O.G. 2" (6" MIN. EMBED) LU -, STUD PLATE TIES PER > PT BOT. PLAN o STUD TOP $ PLT. BOT. 41. acd (2) #5'5 GONT. W/ 3" MIN. CLEAR 8 S UPLIFT CONNECTORS SUGH AS STUD PLATE TIES, HURRICANE CLIPS, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. 6ARAGE 5TEP DOWN DETAIL SCALE: NTS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) seal: �.`` f R m ° % 0 F o .®��� ®� 0 r- aHam�&�J AN 1 9 2022 © copyright: Structural Engineering, Inc. om JCE w w z C7 c C" Z w a J Q Z= � QC) F— U t �- F- Eoc C/7 j � � mQE Q JZ � �W G Mo Y2 o y m` L W C N M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01- `I 7-22 REVISIONS: date: initial: 30" GROUT CELL SOLID _Z �Y d '\< I I I —III —III —III —I r� RADE _ I I —I 11=III—III—I I i =1 I I —III °° °� II —III —III —III I III —I 11- — III —II IIII=III_- Z -III-_ _ _- PVC,GHA5E SLEEVE TO BE I —III III —I I I i 1 TWIGE THE DIAMETER of II —III —III =- � =III —I III III —III —III I —III PROTECTED PIPE GLEAN COMPACTED 11 ;III 111 I l l l l FILL o 15% WI TH MONOLITHIG FOUNDATION (� STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE W/ (2) #5 BARS O 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS GH�rSE DET� I L 8 SCALE: NT5 Q C!? 0 L-d LL Q 3 Y2" GONG. SLAB W O z_ W/ WWF OR WIDTH PER ARCH FIBERME5H REINF. Q a OVER 6 MIL LU � I T VAPOR BARRIER } z v! e O � Uj 4jjd�� " v z n V MIN m �— all 8" (2) #5'5 GONT. O CL 0Z 5LAB RECESS AT 5HOWER sheet: SCALE: NTS SCALE: NTS SD-1 s PROVIDE 50LID SHIM BETW'N TRUSS ff CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. w z< 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 'ROOFPTR N 5E5 -SEE (2)3 Y2"x0.151" 8" GMU BOND BEAM Pi (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN PLAN FOR VERT. 4 HORZ. REINF. SPECS SECTION SCALE: 5/4' 1 b" %"xO.113" RIN6 SHANK OL5 © 6" O.G. SEE UPLIFT GONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRUSS MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM HIP 63. 2x4 FLAT BLOGKIN6 @ 16" o.c. FASTENED TO BOND BM. P/ Y4" DIA. x 3Y4" TAPGON ROOF TRU55E5 (2)3 Y2"xO.t31" -SEE PLAN - 2x4 ® 16"o.c. FASTENED TO GABLE END TRU55 P/� (20xO.131" TOENAILS. GABLE END VERTIGAL B REINFORGIN6 AS REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/)/2" VIA. ANCHOR BOLTS ® 32" O.G. WITH T (MIN) EMBEDMENT. EXTERIOR SHEATHING E06E NAILIN6 - 2 Y2"xO.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRUSS TO P.T. SILL PLATE P Y4" DIA. x3)'2' LONG 5D5 5GREW5 ® 16" o.c. PROVIDE M015TURE -� BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM P/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS oil 1 FASTEN 5HEATHIN6 TO 2x4- BLOCKIN6 w/ 2 %"xO.113" RING SHANK NAILS ® 4"O.G. 2'-0" MIN ROOF 5HT6 SHALL BE GONT. 24" MIN ONTO, ROOF 2x4 BLOGKIN6 P/ (3)3 i'4"x0.131" TOENAILS EACH END PROVIDE SOLID SHIM BETW'N TRU55 & CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER. THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. (4) 3 Y4"x0.131" FASTEN ROOF 5HEATHIN6 TO NAILS FA5GIA WITH 2 %"x0.113" RING 54ANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR SPECIFICATIONS. L2x4 BRACE P/2x4 T-BRAGE, L PROVIDE 2x4 BLOCKING ® 48 SPACED ©4 -O O.G. MAX. O.G. IN FIRST (3) BAYS OF FASTEN 2x4 TO 'T' P/ 3Y4"x0.131" ROOF TRU55E5-GUT TO FIT NAILS @ 12" O.G. T16HT BETWEEN TRUSS BOTTOt (NOT REOV AT TRUSS HEI6HT5 CHORDS AND NOTCH AROUND 4'-1" OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOCKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS ® 6" O.G. 2 SECTION " SCALE: 3/4 -I -0 C""''t-_"' "^^t 5HT6. TO HIP 1.113" RING P 6" O.G. VALLEY SET OVERFRAMIN6 - UPLIFT CONNECTOR -SEE PLAN - HIP JACK TRUSSES f FASTEN EACH OVERFR TRUSS TO TRU55 BELO. �A ILAFASTEN BOTTOM CHORD OF 6ATH (1) 51MP50N VTGR TO TOP OF WALL w/ 51MP50N ® 24" O.G. 8" GMU BOND BEAM w/ H-7AMIOKTA CLIP @ 48"O.G. VERT WALL REINF. TO (I) #5 BARS GONT. (GONNECTOR INGL'D 1N PAGKA6E) EXTEND INTO BOND BEAM 8 REINF. GMU WALL VERT WALL REINF. TO C -SEE PLAN FOR VERT. EXTEND INTO BOND BEAM TYP I CAL O Y BR�RAM I N6 SECTION 4 HORZ. REINF. SPECS SECTION CONNECTION DETAIL SCALE: 3/4"=1'-0" d _I �AL; BOND-BEAM�- GONTIN. PRECAST HEADER I F 8" GMU PIER ENTIRE COLUMN TO ° BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. ­-, I I OR EQUIV. - DOUBLE WINDOW L MSON111' PIER DET I L SCALE: NTS TRIPLE WItJ�OW SIM. SECTION 3 SCALE: 3/4"=1'-0" PROVIDE SOLID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" 2x FASCIA FROM UPLIFT GONNECTOR, REFER TO _5EE ARCH TYPICAL RETROFIT DETAIL P. FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOCKING IN EA. TRU55 BAY w/ 2 Y2"x0.131" SEE UPLIFT CONNECTOR NAILS @ 6" O.G. SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. P/(4) HILTI DNI12P8 PAF'E, FASTEN EXTERIOR 5HEATHIN6 TO 2X BLOCKIN6 w/ 2 Y2"xO.I31" NAILS ® GONNEGT EACH END OF 8" CMU BOND BEAM P/ MA50NRY LINTEL TO TOP OF (1) #5 BARS GONT. PIER/ WALL P/ (1) #5 BENT DOWEL P/ 24" LE65 ALL LAPS IN MA50NRY 25" - RUNNING BAR w >Y Q JN ROOF 5HEATHIN6 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 4 MEE79 IO/4"=1'-0" (1) #5 IN BOND BEAM --i- --- --- ------ --- w I _ � PRECAST LINTEL, SEE PLAN FOR SPECIFICATION VERTICAL REINFORGEMENT PER PLAN (1) #5 VERTICAL IN GROUT FILLED CELL 4x6 P.T. (IF REQ'D PER PLAN) P05T seaL�,��� d; No ®a � 0 AT 0 - .I 40P q��9t.`a�. © copyrigj HI� A G. tructural Engineering, Inc. oz z J� w ROOF TRUSSES w Z o -SEE PLAN M Z w oa.. J CD = Q o V U � Q _ UPLIFT CONNECTOR SCHEDULE rn -PER CIS •5 j T J m VERT WALL REINF. I� a > . - a r- J TO EXTEND INTO z y C3 BOND BEAM W o y M W C N OC co M M&K project number: 068-200 1 1 project mgr J S B drawn by: D.J R issue date: 0 `j -17-2 2 REVISIONS: dater initial: PROVIDE (I) 51MP50N L5TAI8 STRAP ON EACH U, EXTERIOR FACE QII)l OF POST, q" MIN M"ft"I CZ END LENGTH CIO DROPPED km a BEAMS IN ROOF TRU555 PER PLAN NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES NOTES: bJ 1. 2X PT 13UGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM EN05 AND 169" O.G. MAX. TAPGON5 TO BE I Y2" MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENIN6, USE (3) ROW5 OF 3"xO.131" NAILS 5TAC76ERED @ 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUGK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2Y2"xO.131" NAILS ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER ' BY WINDOW/DOOR YWINDOW/DOOR MANUFACTURERS 5PEG5. Zt5 BENT CORNER BAR - GROUTED CELL T1'P. CORNER VERT. WALL REAR WOOP LANAI RE I NPORC I N6 DETAIL J YERT. RE I NFORC I N6 DETAIL T1'P. BEAM TO POST CONN. SCALE• NTS .U • SCALE: NTS SCALE: 3/4"=1'-0" � NOTES: I. UTILIZE 2-PART EPDXY OR OTHER EN6INEER APPROVED SEE DETAIL I ON EQUAL (I.E. 51MP50N ET EPDXY). 5TRUGTURAL PLANS FOR 2. PROVIDE %" DIA. HOLE FOR SEE TYP. FOUNDATION ADDITIONAL CONNECTION 2xbxl2" OR CL OF OPENING DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL INFO NOT 5HOWN HERE 2X8XI2 P.T. INFORMATION NOT 5HOWN Q �� 3. FOLLOW MANUF. INSTALLATION GENTER BUCK INSTRUCTIONS. FASTEN EA. ROOF TRU55 TO GMU P/ FUTURE 8" GMU 51MP50N M5TMI6 TWI5T STRAP. 0 FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 BLOCK #5 VERT. BAR TO BE Y4" LON6 TITEN 5GREW5 I T*i LL DIA. ANCHOR DRILL 6" INTO EXI5T'6 LOCATED PER PLAN W Q- IN GROUTED CELL PROVIDE M015TURE BARRIER SLAB, EPDXY d DRIVE I I d n (� I I PLATE (PER TRU55 MANUF.) ® � I�--1 r h #5 DOWEL, PROVIDE MIN. VZ 2X4 P.T. TOP BUCK 30" LAP 5PLIGE i I I O EACH TRU55. T _ T O N I I z PROVIDE 2x FLAT BLOCKIN6 FIT T16HT TO 2X6 OR 2X8 P.T. BUCK I I I ROOF TRUSSES ® EVERY OTHER BAY Qa.. EACH 51DE OF OPENING FASTENED TO GMU P/ (3) Y4" DIA. x 3 Y2' LONG.,, -VERIFY CONN. REQ'MT w/ TAPGON5. FASTEN BLOGKIN6 TO ROOF T U) DOOR MANUFACTURER TRU55E5 P/ (2) 3 Y4"x0.131" NAILS @ EA. END. III -III -I I -I 1-I PROVIDE (5) 3/8" DIA. _J-BOLT W/ 5Y2" GRADE MI MI I I -I I Ii I 1 I. EMBEDMENT AT EACH DOOR BRACKET, -III= I -III -III I Mi I I -I I I -I � I- EACH 51DE OF DOOR. PROVIDE I Y2"x%," o -III=III=III=III a a I=1 I 1=III=1 1- ] III III-111 III III -III J THIGK WASHER W/ EACH ANCHOR (15T BOLT --' -I I I=III=1 I I ° e I -III -I I- ,� UJ TO BE 8" MAX ABV. CURB REST EQUALLY I )�l r 5PAGED APPROXIMATELY 24" O.G.) III I= RO ITETA I L V:-O MANUFACTURER START BOLTS AFTER 6ARA6E CURB (8 MAX) 5 MISSED DOWEL RETROP I T DETAIL WINDOW/DOOR BUCK DETAIL SCALE: NTS Sim. ® CH) STEM FOR PROPPED 6RA1�E ( 0 z SCALE: NT5 t n Imo.., J J sheet: BUCK GRGE DDOR DET I L K SCALE: NT5 LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME I$ SHALL BE _IMPLEMENTED IN SPEG I E I G AND ARE ONLY REOU I RED ALL APPLICABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. SDW2� r A a C-7 a PERMANENT ROOF TRUSS BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRU55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYW000/055 5HEATHIN6. « IF SHEATHING 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M$K FOR BRAGING DE516N. I 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIRECT -APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGING: THE TRU55 MANUFACTURER SHALL INDICATE THE TRUSS MEMBERS (WE55, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 IS REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR 'L' BRAGE5 (REFERENCE BG51433 FI6URE5 B3-18 $ 133-M). SHOP APPLIED REINFORCEMENT PER BG51-53 FI6URE5 63-22 $ BG-23 15 ACCEPTABLE. « 'T' $ V REINFORGIN6 MATERIAL SHALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. « 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. « FA5TEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL 13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRACES. CONTINUOUS R.OW5 OF LATERAL BRAGIN6 SHALL CON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRUSS BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd 6UN NAILS (0.131x3 I/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' 6RADE MATERIAL). THI5 BRAGIN6 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABL� END WALL $ ADDITIONAL DIAGONALS AT 20'-0" AS REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS o 510E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 A ./I ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 -' TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TRU55 BAY A5 5HOWN 6WB GEILIN6 SECTION B-B ALTERNATE METHOD WERE (3) OR MORE SIMILAR TW%i5E5 ARE 6ROWM 2x STRONGBAGK (NOT REQ'D FOR STRUCTURE) DIRECT -APPLIED PLYWD/O5B DIRECT -APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION GOMPRE55ION WEB (SLOPING OR VERTIGAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (SEE INDIV. TRU55 SHOP DRAWIN65 FOR LOCATIONS) 2x 5TRON613AGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REGV FOR STRUCTURE) WEB MEMBER REQUIRING � B iBRAGIN6 A5 INDICATED BY TRUSS MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) V OR 'T' BRAGIN6 o WEB5 DE516NATED BY TRUSS MANUF. PERMANENT TRU55 BRACING PETA I L5 4 NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 r� COMPONENT J 2e i CLADDING PRE55URE ZONE5 Gomponent5 � Gloddinq Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enc lo5ed, 0.18 I nt. Pre55ure Goeff. . MEAN ROOF ZONE PRE551JIRE50 ZONE PRESSURES© HT: 25 FT: (P5F) (P5F) ROOF (HIP) O +14.q -26.6 2r +14.11 -36.8 20" TO 27" 2e +14A -36.8 0 +14.11 -36.8 O +14.q -28.5 2r +14.q -45.1 ROOF 2e +14.q -28.3 3e +141 -45.1 (6ABLE) 20' TO 21' 2n +14.q -45.1 O +14A -53.6 0 +21.2 -22A WALL5 0 +21.2 -28.3 NOTE:Pre5Sure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-16 Section 2.4.1 to get on equivalent ultimate load pre55ure. Divide allowable pres5ureS by a factor of 0.6 to obtain ultimate Pre55ure5. Values are based on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH I5 HOME $ SHALL BE IMPLEMENTED IN SPEG I E I G AND ARE ONLY REQUIRED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: % �- ®�% N ® 78 4 �o m AT Or © copyrAUAA"i Structural Engineering, Inc. 0.. CD Z JLU w w Z o C9 rn '- Z w a J Q N Z= F- .n a� U A a4 UJIpC c N = m E a >. Z W CD 0 op y o ccOO m L6 W cc c+7 a 7 M&K project number: 068-2001 1 project mgr: JSB drawn by: DJ R issue date: 01 - 1 7-2 2 REVISIONS: date: initial: 0 n 0 w i w Q z a :D Ld J 'Q ~ z � a JJ PBS811ol I dill -.'df II 1A I is IL bi. I 4L ,11i ii , I. III AlI; I I I f I 11