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HomeMy WebLinkAbout6975 Faben Lnn ABBREVIA'T'IONSW 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 00OR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED S i 'AND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 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 WOOD wwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB i VTJ a Tj I compan 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 % TM 1 ies ASHMERE ELEVATION "B" 6975 FABEN LANE ZEPHYRHILLS, Fl. 33542 TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY his ILC AREA TABULATION:I ELEVATION 1 ST FLR A/C ENTRY GARAGE LANAI TOTAL U R — I ,.B" 1,464 SQ. FT. 33 SQ. FT. 385 SQ. FT. 120 SQ. FT. F2002 SQ. FT. BUILDING DATA THESE PLANS HAVE BEEN PREPARED TO MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 7th Edition (2020) RESIDENTIAL w/ APPLICABLE SUPPLEMENTS OCCUPANCY: R3 BUILDING TYPE: VB SPRINKLED: NO DRAWING INDEX CS1 CS2 A1.1 A2.1 A2..2 A3.1 A5.1 A5.2 wp1 E1.1 P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSB-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS ALL wQK ShIACaG COMPLY WITH F SIDE ELEVATIONS CODES Fl ORIDA eUj,( )fNC Cr pF ROOF PLAN NATIONAL r"LEC IC ANC THE eS,' � C'p yRHILLS BUILDING SECTIONS ORbINANCE�, � �._. TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN RLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS rr w �-_ o°�c w w z 0 >oca0 W C) �U w �w a ~ _ J moo=(rI Y 0 F- Z 'dw00U) ZzzFw -j < - j wIL ELL �c/)o0V Z=ZI-U) �F-aZ� cz 0 ® c ., w U w A 0 U 00 00 ® w U O o u Im w w Z O a c w U Z O w 1.. d r MZ G aaaaa JAN 1 a 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET cs I GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. 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 R308.4.5 GLAZING AND WET SURFACES 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TREAD. 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 GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 I 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 THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS METHODS: 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 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 LE THAN 5/8-INCH TYPE X GYPSUM BOARD ORE EQUIVALENT O SS 5 C G Q AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES H PROFILE. THE WIDTH F THE HANDRAIL ABOVE THE RECESS HALL BE T LE THAN 11 4 INCHES THE ROFIL O O C SS S O SS / N WCENTERED IN THE FIELD OF LE DECK WITHCORROSION-RESISTANT FASTENERS WITH ONE ROW TO A NAILAB C 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) BOARD. GARAGES: GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS ;.)HALL 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 R 2. FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES 30 9 THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY 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 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INS TALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION Ml506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. f .` 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. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIEio 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 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 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 INSTALLATION THE INSTALLATION lNS 1 RUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. ) c� 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 Ml502.4.5.1 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 Ml502.4.5.3 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- REKNFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING TSTAIR 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 STAAIRIR T TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF S NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF AFLOOR-CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR /BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPAA APPLICABLE 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 MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE INS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW ATE 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 SHALL EXT EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. 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 REQUIREMENTS: FLOOD ZONE REOEXCEEDS 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 ORFEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. 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. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO 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. gun O J H W 3: 0 >_ LU W Z 0 >OC¢0 W❑I- ir III o Q _ ❑ W F-- J > ❑ cc IY Y 0 I- Z li 0 � _O ZZZF-Z_ J Q 2 J Wn-2�� �U)❑OU -ZLL(n �I-QZ❑ c 0 co (� r` �i H 0 Vl 0 w ® O r� V O 1 I�1 00 0 o w O w i w w w r� v! 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L_ ___ACCESS] 8" 1 1_011 8" 8'-8" CLG. 1/2" WALL BOARD ON 17-4" 4'-0" 10'-0" GARAGE SIDE PROVIDE FLAT SOFFIT_ INSULATION AS REQ'D = AT T-4" r-IN c *25 SH C) 37"X63" EGRESS 0 2 CAR N N GARAGE 8'-8" CLG. 1/2" CEILING BOARD ABOVE \ ------------------------ 16070 GARAGE DOOR 61-O" 16'-0" '-4" '-4" 10,41 18'-8" 5'-0" 11'-4" ool 35'-0" 1 A5.1 FIRST FLOOR PLAN o C) C) eM 11 m 2 A5.1 LEGEND SYMBOLS A BUILDING/WALL SECTION SxT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dp ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL BRACKET SPACED SOLID SURFACE ((�� 16" O.C. FOR COUNTERTOP bVERHANGS GREATER THAN 10', TOP PLATE V-2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS ; BD. PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR F FINOIORI r-SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL B INTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. �agee�trls��t'�t®'�,, �% G. Fq; �s r� N 7 24 �.�°• AT OF �• w Lu w WzO-r wLuZO >cr<0 W ZD C) F— �U w o ¢DUJ _ F- > J cr_ Ir YGHz ,6LL00C/) z Z z Lu ~ Z � .JaJ Q W 0-=cr0.. �cQp0U �IZLLU) �F- azo � g � Q v F- O � j 2 O 0 ICI ft he u 0 IX 0 0® 0 0® 4 0 U) w w LIM w x rr� vJ Mgt O_ E 1z tn W to Z Od w �,- in n w Z ttla a IAN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET Al, SCALE: 1/4"=1'-0" _ 4" WIDE STUCCO \ BAND d- +1 I 11 il A \\ I �}01 I +1 -- 4" WIDE STUCCO BAND WINDOW HEAD & SILL DETAILS SCALE: 3/4"=1'-0" 4" WIDE i-----�\ STUCCO I BAND +1 211 GARAGE HEAD TRIM DETAIL SCALE: 3/4"=1'-0" 0 12 12 ROOF SHINGLES PER 5 5:12 5 COMMUNITY SPECS. 0 12 �5 1 Pill 35 SH . *35 SH (2) 3068 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) ®,%„1'1e®®®1,. G F.9t<. 7 8 4 ® ATE OF �. oR fi&g#111&A ®° !Y W } r Cr �>- 0 I-- >oWca0 WC,I- U) 0 w QZWI— CL W J W Z)cr- 0� �e0E-Z .6 LL O O cn Z Z z I— z J Q J WC-2�C- _3CDpOU :Z)2zLLU) �F-¢Z0 Q CEz ^I �' o FQg- 0 2 �i I¢- Vl z 0 0 L� 1�I o IQ w u mi 0 w 00 o w O c w Z w o 2 m x U U) m< 0 tn cn O 4 � A wzaQaJa w ate= s.. a� P IAN 18 2022 COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET AZA r lo rl ROOF SHINGLES PER COMMUNITY SPECS. 12 9,1 5 5:12 12 5 5:12 I 12 T.O. MASONRY RIGHT ELEVATION SCALE: 1 /4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS. 12 5 12 \�5 a 5:12 9 12 5 L T.O. MASONRY LEFT ELEVATION SCALE: 1 /4"=1'-0" co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) o-mo Ow. W Z � wZ0 w >oCQO W C) — cnUWw 2 � Q Z) 1 Y O H Z 'yLL00(/) ZzZFLu �a¢2-1 W Q- =crC_ �U)c00 Z) 2 Z LL Cf) �P< ZZ � Q F- Q U) Z o o 0 om w 0 00 0 � w o A U) w lz w x U) O E- IL U U Lid O N Z 08 � az aaaaa AN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET A2.2 ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2002 SQ. FT. 961 SQ. IN. UPPER VENT 40% NET VENT MIN. 384 SQ. IN. UPPER VENT 50% NET VENT MAX. 480 SO. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 547 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF.1 83 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE 'UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" ° $ 4� O S E O F ��� a61E.aa�4 m Lu _ IY Lu O O F- >OCQO W:D❑F- U W U) Lu Q❑WF- _ > J ❑ lY cr IY Y 0 F- Z � IL 0 0 zzzF'Lu i Q � J LLI D_ _ cr- Z)= Z O U7 -0 � P < CZ cc co Q Q C, F_ O � a Q 0 Z U o (L 00 � 00 o 00 o p m I., w w w 2 X vn 0 U) W U) O W � A <1 w Z N 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET A3, I n BOTTOM OF LIN' @ T-4" A. n BUILDING SECTION SCALE: 1 /4"=V-0" BUILDING SECTION SCALE: 1/4"=V-0" z A5.1 DnnC culnlrl CQ DCO !`nRARAI IAIITV T.O. MASONRN T.O. WINDO" FIN. FLR._ rr W } 2 cf-, �00� } >0C<0 W :D C H Q = � Lu _ J > Z3 cc Y 0 I— z ,d ILL 00� zzz�zz j Q J Wa=r� _3cnp0U �2Zl-cn ¢zo a Q� i� O zd� Q ob 0 (J) 0 z 0 u 0 U Qx) Vl 00 0 t� w 4* Z 0 A I� I w � X O_ W W z Z O U) [a WZ aaaaa LT COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET AS, I rl (D SEE ROOF PLAN INSULATION AS PER SPECS. J PRE-ENGINEERED GABLE END ROOF TRUSS - REFER TO STRUCTURALS 1/2" (MIN.) CLG. BD. TYP. HIPPED PE SCALE: 1/2" = 1'-O" SOFFIT AT RAKE (BEYOND) REFER TO PLANS FINISH PER PLAN 7/8 STUCCO OVER LATH W/ 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) BENT METAL FLASHING REFER TO "L" FLASHING DETAIL 2X LEDGER BOARD TOP OF C.M.U. 'AF(REFER TO ELEV.) 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING HURRICANE STRAP - REFER TO STRUCTURALS MASONRY LINTEL -REFER TO STRUCTURALS NT ROOF DETAIL ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. TOP OF C.M.U. (REFER TO ELEV.) I INSULATION PER 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. EE BD. w/ALUM DRIP EDGE SEE ENERGY CALCS. V. 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER 1x PT DRAPE BLKG MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING G.W.B. SEE STRUCTURAL WINDOW PER PLAN PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY BASE BOARD FROM HOUSE 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 11 GYPSUM PROVIDE 2X4 GYPSUM BOARD FRAMED BOARD z g ENCLOSURE FOR _ 3 1/2" CL GYPSUM — ELECTRICAL ui BOARD PANEL, FINISH W/ GARAGE "' GYPSUM BOARD NICHE FOR — ELECTRIC METER j ELECTRICAL LOCATION - SEE PANEL & PLANS. VERIFY WIRING INSTALLATION IN a N FIELD M ELECTRICAL PANEL ELECTRICAL - STUCCO PANEL FINISH iV EXTERIOR EXTERIOR Co CMU BLOCK ICMU BLOCK WALL WALL CONCRETE N CONCRETE CURB REFER CURB REFER TO PLANS TO PLANS CONCRETE SLAB ON .. is GRADE - GRADE AT GARAGE 1-STORY - MASONRY WALL 12 SEE ROOF PLAN ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) J ---- CLG. BD. SOFFIT INSTALLED PER (e" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE IS ABOVE GARAGE) SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANS J, 0'-0" SSE SLOPE FIN. FL. `—FOUNDATION c) PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M Q � �- � w a I I I I I I I I I I I I I I L J 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 cV CM co cV �o :1E ----- J1, ,. a--lE ?. X-)_ �-� �o FLOOR ELECTRICAL PANEL NICHE AT CMU BLOC SCALE: 1/2" = 1'-O" K WALL NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION e�r�maaae'js F ST E �i'•, °d O R'a pill lL 'l Cc W 1 = rr � 0 0 >oca0 W0E- �=Uo�CW 0 WQOF -a Y 0 F- Z �LLO_0� Z z Z ~ Z J Q J W IL = a �2ZLL �F-Qz0 Q d�- `J F- I F- I i i i I I I i i V 0 Z O M00 r~ 00 0 U U � w L r 0 i w w w x X U) 0 tn w to Z Oin- w �. d ' 0 aaaaa :cr AN 1 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17122 SHEET A5•2 r, 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) 0 Lo T- "L" FLASHING SCALE: N.T.S. "UOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) 'THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ,ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT GOOF CEMENT SHINGLE 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 SHEATr_11p BARRICADE PLUS WF (OR APPROVED EQUA LAP SIDING (PER BUILDE' MIN. LAP (PER MANUF. SPEC STARTER STRIP (PER MANUF. SPEC MIN. CLEARANCE (PER MANUF. SPEC 5X5 "L" TYPE CONTINUOUS GAL METAL FLASHING (NAIL TO ROOF DEC NOT WALL SHEATHIN, UNDERLAYMENT PER COE CAP SHINGLE - DO NOT NAIL, INSTAI WITH ROOF CEME� ROOF CEMEI` SHINGLE ROOFIN "L" FLASHING - SIDING SCALE: N.T.S. c 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 ROOF/WALL SCREED X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE �— SHINGLE ROOFING e - FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. 5 KICKOUT DETAIL SCALE: N.T.S. z Lo n. FOLD FOLD @ FOLD INWARD @ PT. A STEP 3 O ©© FOLD @ 770 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C 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 STEP 2 0 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE N 24 4 10F W i = °C LLI 001=- >oWCaO Wol- � U W 0 ¢�w� _C>¢ ��uj 0� Y O I— z ,dLLOOv� zzzFzz IY Q ¢ � J W�=pC1 _jCQp0U S)2ZLLc_n G ¢ E CZ Qr, E� O21 <Lim Fga- 2 O 0 U o O O PEW" o (L o M W wA p w w w x U) Oct o_ oC cn W tn o� vi 1zZ o QQaaQ s s i ''AN 18 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET GYP i z 11 Z J z L r r L z z r r D r z Q z ji r L r ji n D z ii r A z Q z �n z g i A :n A 0 0 ELECTRICAL METER (V.I.F) FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=V-0" ;CONNECT 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER • OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER PVC 1 /2" PVC CONCRETE ENCASED GROUNDED ELECTRODE I III III III III III— JLI F � ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY k& DUPLEX CONVENIENCE OUTLET �&. WEATHERPROOF DUPLEX OUTLET F� GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH J4 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE of VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE (� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ® CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) oM COMBINATION SMOKE / CO2 DETECTOR so SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 01 ELECTRIC METER = ELECTRIC PANEL __mm_j DISCONNECT SWITCH Q JUNCTION BOX /I- - STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE w W Lu �0>_�— >OC¢0 W H � U w w x w fY Y O F-- Z �LL00U) Z z z ~z w J Q � J W W = 2 D_ 0OU = z LL (n H Q Z 0 n a o � Q O Z Z H O O r� o a. V o OIm u 0 00 r.� u o 0 LL.w z w w ix w x X cn Oct O_ 0: th W cn Z O w F, 4 v� A Llaaaa IxIz COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET E a 0 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" Ir W LU 0 0 f— >mao w:D r-)I-- CAUWw Q W F- _ > J Y O 1— Z 06uLOOU) zgzZP'z Q J w J 2 CL _ E CL J cl) p O U �=ZLLC/) azo o CZ Q o u 00 o1--" wa � a 0 a ,-j w U) w x X U) m< I U Cn W Cn Z O I.. d r G Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6100 RELEASED: 1/17/22 SHEET PI.I iii 0 MA50NRY L I NTEL A55EM13L I E5 SEE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO i_sJ{ I -MIN. (1)GOURSE/t30ND i i_4J�i- MIN. (1) GOURSEww t i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. I I PRECAST LINTEL w/ �PRECAST LINTEL W t �# EMBEDDED REINF. ice# EMBEDDED REINF. MB-I MB-2 rr--,7 11 TOP COURSE, IF l � i+TOP COURSE, IF I LQJ m L4J I L -J REGYD PER ARCH. V t � REQ'D PER ARGN. TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REINF. A5 REOD GROUr BOTTOM REINF. BOTTOM REINF. •'-_a PRECAST LINTEL W EMBEDDED REINF. R I PRECAST LINTEL W'� #--� 12 '1`-`� EMBEDDED REINF. aY MB-3 ry MB-4 MA50NRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SF8-OBIOT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 M15-3 8FIb-I5/IT (1) #5 (1) #5 MB-4 BRF14-I13 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTELS w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTELS AS REQURIED.. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 1<51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6 TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF HARDWARE 8 FASTENERS IN CONTACT H/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,300 psi:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 N/ MAX 3/s" A66RE6ATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRES5IVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE ASTM G210, TYPE 5. CMU DE516N BASED ON AGI 550/550.1 • EREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENIN65 AND AT ALL WALL GORNER5. • VERTIGAL REINFORGEMENT 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 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOCATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED a 12-0 O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5FEC I F I CATI ON5 (TYF. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131 NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO JOI5T/BLK'6. (5) NAILS ® 4" o.c. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS (5) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.C.* BLK6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (5) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE (g) NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS INTER5EGTING WALLS (2) NAILS (2) NAILS * 2y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH 15 MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (5EGT I ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND 5PEED a EXPOSURE ONLY: 140 MPH - EXP. B W ND I MPORTANGE FACTOR = 1.0 NTERNAL PRESSURE GOEFFIGIENT ENCLOSED, +/- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K STRUGTURAL EN61 NEERI N6. EXTERIOR $ 5HEAR HALL SHEATH I NG 5PE0I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWAL._L WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 2Y2 x0.131 NAILS @ 6 o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2Y2"x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED N/ 2�2"xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I: ALL PANEL ED6E5 '5HALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FASTENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"xO.131" NAILS @ 16"o.G. USE (8) 3Y2"xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32i(6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL %2" THICK, APA RATED 5HEATHIN6 alb EXP05URE 105B OR PLYWOOD PER U.S. PRODUCT 5TAND)VRDD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 SPECIFIED. Window $ Door Allohable Wind Pre55ure5 140 MPH Wind Zone Exposure E3" OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +10.5 P5F/-20.q P5F +18.5 PSF/-20.q P5F 16Garage Door +11.1 P5F/-Iq.1 P5F +1 1.1 P5F/-Iq.7 P5F 10 SOFT, +21.2 P5F/-22.9 P5F +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 PSF +20.2 P5F/-26.4 PSF 50 SOFT. +Iq.O P5F/-20.8 P5F +lq.O P5F/-23.q PSF 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-I-f.b PSF (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% Of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pressures charted here are allowable pressures and have been reduced per A5GE -1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/S"x0.113" RING SHANK NAILS (RSRS-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6 TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G. UFPL I FT GONNECTOR5 BEARIN6 CONDITION TRUSS CONNECTOR LEN6TH t 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' SIMPSON H10A WOOD STUD WALL/WOOD BEAM ROOF 61PDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH 63. BR6. ON GMU WALL ALL (2) 51MP50N HETA16 ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RESPON5IBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 •- --_..-__--1NDIGATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN SPECIFICATION FOR WOOD GONSTRUGTION" - LATEST EDITION. • DESIGN LOADS: ROOF LIVE = 20 P5F DEAD = -I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K GATE6ORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS) • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55xlO" 6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2" 51MP50N 51)5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) ® 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP d BOTTOM NAILS/5GREW5 2" FROM EDGE. 50LID 31112" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRUSSLOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A 50LID T BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/Y4" DIA, X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/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 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. %- - Ilk. d c' 'u •°IJ ,a a seal; �.`� •°'°° , � 4,, • 2 :* No © copyright: MULHERN & KU 2p22 Structu in ri acD z JLU w w Z c CCD Z W Ga.. J Q CD Z= U A zt �Q UJE- m J OO a J� ; A Q� Z W C y OP 2 c9 CO) M LO %U = C N M C. 7 M&K project number 068-200 1 1 project mgr: drawn by: issue date: REVISIONS; JSB DJR 01-13-22 ■ date: initial: ■ sheet: C 0 w 0 2 O z Q SM0.0 0 J LL FR1 1/ ; /,%, seal N�. 78 35,_oll • ® INTERIOR BEARIN6 WALL ®* ; ' w • — — — BEARIN6 WALL AE30VE ®� °. � AT of : LIr I5I_0il ILI_On 8i_0 • BEAM / HEADER r'� p " `� \.• `� •� • LOCATION AND EXTENT OF SHEARWALL © copyright': k tf fkN & KU Structural EnginNinc.1 2022 LANAI SLAB: — — — — — — — — 3 y2" GONG. 5LAB ON r.-.-.-.-, • J EXTENT OF OVERERAMIN6 � GRADE (2500 PSI I �, z I N MIN.) w/ 6x6 W1.4xW1.4 • m - - ---INDICATES I/8"A" SAW GUT CONTROL JOINT °; 12"WIDE GONG. I I MESH OR FIBER MESH z o o TURNDOWN EXTENDED I n I ON q5% COMPACTED _ o El INDIGATE5 LOCATION OE REINPORGED GMU GORE — 5; CD o MIN. 12" BELOW 6RADE FILL OR VIR61N SOIL. o — (SEE NOTES) z a LU I J L METAL HAN6ER +— _ Q n 2 I Q I 15D-I 2 HVAG UNIT INDIC ATES POST ABOVE. PROVIDE SOLID z = Q o 5D-I 5D-I I 3 y2" STEP 5 BLOGKIN6 UNDER P05T OR JAMB ABOVE. o .ax o„k:', INER W -. REFER TO 5-0.0 FOR TYPIGAL m j 6� 4�� - - — — — — 10�_0�, STRUGTURI�L NOTES SGHEDULS = a Q de Ile JZ �o I �CP _� e11P I ti mLo i FRENGH DOOR �a • I ( REGESS PER MANUFAGTURER5 INSTRUCTION I • I M&K project number: 068-2001 1 .I CONCRETE SLAB: I project mgr: J S B 3 Y2 GONG. SLAB ON I drawn by: DJ R 6RADE (2500 P51 MIN.) w/ I 6x6 W1.4xW1.4 MESH OR issue date: `j .. `j..22 FIBER MESH OVER 6 MIL. POLY ON Q5% COMPACTED I REVISIONS: date: initial: m FILL OR VIR61N SOIL. I � � I � � 2 5D-I I NOTE: REFER TO BLOCK _ PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I o 2 I _._.__. _..... 4r-m..,.-. __ ..... _ _.__ ._.... .._. I I I I • 5D-I I ----- -- �� ---- I _ 3 y2 STEP �3 y2 STEP I • I I 5D-1 5D- I I I 0 �o I 6ARA6E SLAB: I I I'D ...J ,.� U. 3 Y2" GONG. SLAB ON 6RADE I I L w^ (2500 PSI MIN.) w% 6x6-W1.4xW1.4 I — — — — — — — co MESH OR FIBER OESH OVER 6 I • VO • 0 MIL. POLY ON Q5% GOMPAGTED I O 2 _ I FILL OR VIR61N SOIL. I 2 a 5D-1 U) UJ i u1 I �= I • I N I � 0 .J 50 5LU U SD- I I I �—I-� . Lo (y) W --------------� 01 Z sheet: 5LA PLAN 5D- 18'-8" 5'-0" i'-4" 10'-0" SCALE: I/4"=1'-O" (22x34 SHEET) ((>5'-0 SCALE: 1/5" =1'-O" (Ilxl1 SHEET) 3 L'VIII�IIII PI19.1_. 7!L'" I_:. _ I!_I II I��. I I I I I.I I.'•li !; _� ii� III' II p;, I ,II rI RII _ _ _i.-�_.�I.�I, I --- - -- -- --- ---- -I Wm I 0 I I O I r— t— t— 351-011 1jij 11 `1_611 41_511 41-511 / 1-`�11 21-4 11 `1-/ 11 3I_211 oe le yrI 1, 11rI 1 I 5LOCK PLAN SCALE: 1 /4"=1'—O" (22x34 SHEET) SCALE: V/ '*'—O" (110 SHEET) LEGEND • ® INTERIOR BEARIN6 WALL • _ _ BEARIN6 WALL ABOVE • BEAM / HEADER LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 •— --- ——INDIGATE5 I/YATT SAW GUT GONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. MASONRY LINTEL DETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR RBNFORGEMENT MB-I 8F8-OB/OT ----- ----- MB-2 0F8-I6/OT ----- (1) #5 MB-5 SFI6-IB/IT (1) #5 (I) #5 M13-4 8RFI4-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GAST-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REWRIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5,TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REOUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MA50NR'' LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO rr--i, rr--� 1 14T — MIN. (1) GOURSE/BOND i L4J MIN. (1) COUR5E/BOND I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. a PREGA5T LINTEL W PREGA5T LINTEL W t-`�--1` EMBEDDED REINF. 4-2-EMBEDDED REINF. MB-1 MB-2 rr--T-1 TOP GOUR5E, IF -TOP COURSE, IF I L4J I m I L_J I I I READ 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 W PRECAST LINTEL w/ 4�� EMBEDDED REINF. EMBEDDED REINF. o MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES .^DNS° seam '�,• 4 O cc 78 •*r� C .li ����lam• �L R�Q�.•C;' A. .� % © copyright : MULHERN & KULP Z Jcr_ w W z O CD a) w rL +� a Z= ¢� V -,I. 1Q t WWI rz T °O E III a z Q o W -COD y � y o cc m L6 W Co N = M CL IV M&K project number: 068-200 1 1 project mgr: JSB drawn by, DJ R issue date: 0 `j -13-2 2 REVISIONS: date: initial: Q O LL Q � 0 z a � W W Oo a Z Lo 0 z > o m0--� J J sheet: 0 ■ Fm2.0 i73•_Y7f_1111I_ C LEGEND • ® INTERIOR BEARING WALL • — — — BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL . •7 I: • : : I EXTENT OF OVERFRAMING — — —INDICATES WYA" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE. ROOF FRAM I N6 SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF SHEATHING SHALL BE 7/16" MIN. OSB/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS H/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRUSSES H/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH d SHORT SPAN ROOF TRUSSES H/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. UPL I �T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' S1MP50N H2.5T SINGLE ROOF TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM > 15' 51MP50N HIOA ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M8K HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES seal: d' -'v No S 4 =�} A7 OF -. © cop} MMULH N20112- Structural Engineering, Inc. 0.. c0 z J� W w Z o c� M Z w a J CDQ = .0Z E A W� 2� c� J M E Q j 1 JZ o p H o(0 CO.)m L6 W Co N CY) CL M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 01 - 18-2 2 REVISIONS; ■ date: initial ■ Q 7 �w 0 5D-2 I z TT 5TRUGTURAL GABLE END HIP 61RDER TRU55 '� �—.—I L" UJ I - -IL I 0 z I I � (L 5D-2 U) 5D-2 � Ld U) O I I I � �, � U 5TRUGTURAL 6ABLE END HIP GIRDER TRU55 I V-2 LL, Z � 'Q O (y)0 > 0 z Z—f— — — — — — — f — — I — —N 0� ROOF FRAM I NO PLAN SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: 1/6"=1'—O" (110 SHEET) sheet: Sm 1.3 x a 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ �n FOUNDATION DOWEL 6ARA6E SLAB MIN. 50" 6ROUT GELL > (SEE PLAN) SOLID III=11I II1=111= 0 6RADE < III —III —III —III —I I' III —I III I I I I —III —III I- - I=1 m III I i I=1 I I- =11 - III--- U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. (SEE PLANS FOR LOCATION) LI_IIIIiIIIIITIIII��I _ GLEAN GOMPAGTED FILL ® 515% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'4' WIDE W/ (2) #5 BARS G t�6E CURB DET,�IL 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL.. THRESHOLD HOUSE 5LAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —III. III->Y I III III III —III —I 11- '—III I -� III=1 I a I I III —III I I I- ' I -I m I I I 11 d 11-111—I = 11, 11=1 I— I I I —I 11m w I I I I I III —I I I_I I I —III— ' II —III —III —III —III—' MONOLITHIC, GLEAN COMPACTED III -11 I -I I I FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS ((—atzz�EXTERIOR OUT5AING 4 56D POURED 51LL5 DETAIL SCALE: NT5 8" GMU BLOGK R4.1 HI -FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 50" GROUT GELL 50LID Z III III III-1 o GRADE III —III —III III _ a I I —I I I_= —III I I I III —III —I I I _`' —I I— ° I 1) #5 DOWEL W/ 6,HOOK AT _ IIIIII-_I I ALL VERT. WALL REINS. 1 1 11 III-1-111 11 (SEE PLANS FOR LOGATION) GLEAN GOMPAGTED FILL ®q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2�2-5TORY: 1'-4" WIDE w/ (2) #5 BARS -5TORY: 1'-0" WIDE W/ (2) #5 BARS r—OOT I NCG 5ECT I ON IN/ BLOCK DETAIL 2 :GALE: NT'S 8" GMU BLOGK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR STRIPS EXTERIOR DOOR - -PER BUILDER HOUSE SLAB MTL. THRESHOLD (SEE PLAN) SET IN SEALANT PAVERS (SEE PLANS) III-1 I I � II dI— —III —I i '=1 I - III I I I III —ICI —_ICI _ I I m III I I `. d I I —III —III- III I I=1 � III —ICI —III ICI—MONOLITHIC GLEAN GOMPACTED —1 11= I FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS 6 ENTRY' DOOR DET�r I L SCALE: NTS 3,142" GONG. SLAB WIDTH PER ARCH w/ WWF OR FIBERME514 REINF. OVER 6 MIL. Q VAPOR BARRIER a ° a a4 Q 4v z MIN c� 8 a (2) #5'5 GONT. 5LA5 RECE55 AT 5H0lNER SCALE: NTS PATIO/PORGH/LANAI SLAB (SEE PLAN) �111=III=11'- I-=1 ' I= 1—III-1 I I—III—III-1 11-1 11-' 8"x8" THIGKENED -1 I I; I I II II I II I I I ,III—i SLAB W/ (1) #5 GONT. 3 THICKENED EDGE 17ETA I L SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO R4.1 FI-FOIL OR EQUAL BOND BEAM. LAP w/ OVER 3/4" FURR STRIPS -PER BUILDER FOUNDATION DOWEL MIN. 30" GROUT GELL SOLID HOUSE SLAB PORGH/PATIO/LANAI (SEE PLAN) SLAB OR PAVERS (SEE PLAN) EXP JOINT m l=1 I a e d —III-1' 1) #5 DOWEL W/ 6" HOOK AT ' I III-1 I I-1 -1 I=1 11= ALL VERT. WALL REINF. =I I III=1 I I I I I I 1 f I I (SEE PLANS FOR LOGATION) GLEAN GOMPAGTEDI— FILL ® 515% MONOLITHIC, FOUNDATION STANDARD DEN5ITY WIDTH W/ (2) #5 GONT. ON CHAIRS 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS .� EXTERIOR 11»AlI @ PORCH/PATIO/LANAI DETAIL SCALE: NT5 NOTES: 1. UTILIZE 2-PART EPDXY OR OTHER EN61 NEER APPROVED EQUAL (I.E. SIMP50N ET EPDXY). 5EE TYP. FOUNDATION 2. PROVIDE /4 DIA. HOLE FOR DETAIL5 FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUGTION5. FUTURE 8" GMU BLO GK #5 VERT. BAR TO BE DRILL 6" INTO EX15T'6— LOGATED PER PLAN 5LAB, EPDXY 4 DRIVE I I IN GROUTED GELL #5 DOWEL, PROVIDE MIN. 50" LAP 5PLIGE I I N I I z d a a I I 1=III=111=111=1 6RADE u a III—III—III—III_III. o ' =1 I I—III—IIII I I a II L 11 111 11- _ —III III —III IIIIII—I I i III-1 I I —III a IIII—I 1- 1—IIIII1 a II1-1II M 155 OW RR® I T TAIL SCALE: NT5 51M. � GMU STEM POR DROPPED �4D Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y " J-BOLTS 6" FROM EA. END OF WALL AND 5PAGE ® 32" O.G. 2" (6" MIN. EMBED) w x STUD PLATE TIES PER PT BOT. PLAN ® STUD TOP I PLT. BUT. O d <d 6 47 (2) #55 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE CLIPS, AND ANGHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. n SCALE 6ARA6E 5TEP DOAN DETAIL : 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. (SEE PLAN) 30" 6ROUT GELL 50LID X Z Q d ' 4, e e u d °,. ° III=III—III=III=1 .. o RAPE PVG GHA5E SLEEVE TO BE i TWIGE THE DIAMETER OF O I PROTECTED PIPE GLEAN GOMPAGTED FILL @ q5% MONOLITHIC, FOUNDATION STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS 8 CH BE 17ETA I L SCALE: NTS 7 NO 82 *; * err a � •e TE ' e L 4 ILL JAN 1 2022 © copyright: MULHERN & KULP Structural Engineering, Inc. CD Z J� w w z C7 Z o rn w J Q ` ci Z� E -.4. �a to U F _ G 'O d .5 to .J m E a ~ > . °' o .� Z LY vo � � y LY M L0 0 T— N C M G. M&K project number; 068-2001 1 project mgr; JSB drawn by; DJ R issue date; 01-1 3-22 2 REVISIONS. date; initial; Q Q a � O � J u Q z W 0 o a Z � W 0 W � J z Z LO 3: 0 U > 0 z sheet: SDm I P FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS ® 6" O.G. w =Q in 2x6 FA5GIA j -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. __ J 5" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 1 SECT I ON SCALE: 3/4°=1'-0" PROVIDE 50LID SHIM BETW'N TRUSS d CONNECTOR IF TRUSS LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x4 @ 16"o.c. FASTENED - TO GABLE END TRU55 w/ (2)3"x0.131" TOENAILS. GABLE END VERTICAL WEB REINFORCING A5 REQURIED BY TRU55 MANUF. 2x8 P.T. PLATE FASTENED - TO BOND BM. W/Y2" DIA. ANCHOR BOLTS @ 52" O.G. WITH 7" (MIN.) EMBEDMENT. EXTERIOR 5HEATHIN6 EDGE NAILING - 2 Y2"xO.131" NAILS 6"O.G. FASTEN BOTTOM CHORD OF TRU55 TO P.T. SILL PLATE w All DIA. x3Y2' LON6 5D5 5GREW5 ® 16" o.c. PROVIDE M015TURE BARRIER PLATE BELOW WOOD MEMBERS ON GMU (PER TRU55 MANUF.) 8" GMU BOND BEAM N/—/ (1) #5 BAR GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 - FASTEN 5HEATHIN6 TO 2x4 2x4 BLOCKING w/ _ BLOGKIN6 w/ 2 %"x0.113" (3)3 Y4"x0.131" RIN6 SHANK NAILS © 4"O.G. TOENAILS EACH END Xx X 2'-0" MIN i ROOF 5HT6 I (4) 3 Y4"x0.131" SHALL BE NAILS GONT. 24" MIN ONTO. ROOF n L2x4 BRACE w/2x4 T-BRACE, L PROVIDE 2x4 BLOGKIN6 @ 4e PACED @ 4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF ASTEN 2x4 TO 'T' w/ 3 Y4"xO.131" ROOF TRU55E5-GUT TO FIT AILS ®12" O.G. TI6HT BETWEEN TRU55 BOTTOt NOT REQ'D AT TRUSS HE16HT5 kl:.:�4'4' CHORDS AND NOTCH AROUND OR SHORTER) SILL PLATE FASTEN DRYWALL TO VERT WALL REINF. TO BLOGKIN6 w/ 5GREW5 EXTEND INTO BOND BEAM /NAILS @ 6" O.G. SECTION PROVIDE 50LID SHIM BETW'N TRU55 $ CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"xO.113" RIN6 SHANK NAILS @ 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS .7 SECTION 3 SCALE: 3/4"=1'-0' SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 ROOF TRU5 -SEE PLAN (2)3 YZ"x0.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8" REINF, GMU WALL -SEE PLAN PLAN FOR VERT. 4 HORZ. REINF. SPECS (1) #5 IN BOND BEAM VALLEY SET d 9@) ' � OVERFRAMIN6 TRU55 p iY I � p ALL LAPS INMASONRY 25" I ---------------- } TRU55 OVERFRAMIN6 p I PER PLAN PRECAST LINTEL, SEE PLAN RUNNING BAR FOR SPECIFICATION `n VERTICAL REINFORCEMENT PER w SEE UPLIFT CONNECTOR @l tY PLAN SCHEDULE ON PLANS FOR OOF TRU55E5 101 } CONNECTOR PER PLAN in 5PEGIFIGATION5 10l MAIN ROOF 5HEATHIN6 I (U #5 VERTICAL IN GROUT FILLED CELL (IF REQ'D PER PLAN) PROVIDE MOISTURE BARRIER 8" GMU BOND BEAM FASTEN EACH OVERFRAMED W/ (1) #5 GONT. PLATE (PER TRU55 MANUF.) @ TRU55 TO TRU55 BELOW EACH TRU55. #5 BENT CORNER BAR 8 REINF. GMU WALL WITH (U 51MP50N VTGR CLIP -SEE PLAN FOR VERT. 10< @ 24 O.G. GROUTED CELL HORZ. REINF. 5PEG5 VERT WALL REINF. TO MAIN ROOF TRU555 EXTEND INTO BOND BEAM NOTE: ALL HOOKS AND SPLICES TO BE CONSTRUCTED AND SIZED PER NOTES TYP I GAL OYERFRAM I NG TYP. CORNER VERT. WALL SECTION A CONNECTION DETAIL G RE I NPORC I NG DETAIL QYVE T.REINPORC I NG DETAILSCALE: N.T.S. SCALE: Nr5 NT5 CCL BOND -BEAM �-GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE WINDOW SILL, OR EQUIV. - GA5T-GRETE WINDOW SILL, OR EQUIV. - DOUBLE WINDOW PIER DET� IQt2�N!1*1 TRIPLE WINDOW 51M. NOTE5: � I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF 3,(6"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE I ,2" MIN. FROM ED6E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TIN6 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. 5000E551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 y2"xO.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR t^IINDOW/DOOR MANUFAGTURER'S 5PEG5. MANUFACTURER L W I NDONDOOR BUCK DETAIL n SCALE: NT5 4x6 P.T. P05T DROPPED BEAMS PER PLAN 7 SHANK SECTION SCALE: 3/4"=1'-0' PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, q" MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE- 3/4"= I'-0' NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR 2xbxl2" OR CE OF OPENING DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. 2X8XI2 P.T. 3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN CENTER BUCK INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN 3/5" DIA. ANCHOR DRILL 6" INTO EXI5T'G I I IN GROUTED CELL SLAB, EPDXY $ DRIVE #5 DOWEL, PROVIDE MIN. 2X4 P.T. TOP BUCK 30" LAP SPLICE I I I O N I I z 2X6 OR 2X8 P.T. BUCK I I EACH 51DE OF OPENING -VERIFY CONN. REQ'MT w/ ,. DOOR MANUFACTURER 111=III=III= = PROVIDE (5) %" DIA. J-BOLT W/ 5)/2" GRADE EMBEDMENT AT EACH DOOR BRACKET,I- EACH 51DE OF DOOR. PROVIDE I Y2"xW(," d.. .. ,a THICK WASHER W/ EACH ANCHOR (15T BOLT = III —III —III a TO BE 8" MAX ABV URB RI=S E UALLY I=III= I I III=1 1I- 2x4 FLAT BLOGKIN6 @ 16" o.c. FASTENED TO BOND BM. w/Y4" DIA. x 3Y4" TAPGON (2)3 Y2"x0.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM VA N seal; T o ry L of° 4O �[1 r ° ° � '��°°°� p'� 20 © copyright : MULHERN & KULP Structural Engineering, Inc. 1..`■ CD Z w w Z o z rn Z � w L N Q Zcc:= Q6 F- �� zz C W F- -2 E Cn j T Q Jz > ♦ o UJ 0 2 y W o v— = M M. IV M&K project number: 068-2001 1 project mgr: J.SB drawn by. DJ R issue date: 01- `I 3-2 2 REVISIONS: date: initial: SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE -FASTEN EA. ROOF TRU55 TO GMU w/ r ,� 51MP50N M5TMI6 TW15T STRAP. U 1 FASTEN STRAP TO GMU wl (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 T _ T w - PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) ® EACH TRU55. T _ 7 O - PROVIDE 2x FLAT BLOGKIN6 FIT TI6HT TO ROOF TRU55E5 @ EVERY OTHER BAY 0 FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LON6 2 TAPGON5. FASTEN BLOGKIN6 TO ROOF J TRUSSES w/ (2) 3 Y4"x0.131" NAILS @ EA. END. UJ 0 ZD SPACED APPROXIMATELY 24" O.G.) -1 11.=I I1 I I= —I 11-a III I I I I ��EROPIT DETAIL 07 START BOLTS AFTER �+ GARAGE CURB 0" MAX.) G,�RGE DOOR BUCK DETAIL K SCALE: NT5 M 155ED DOWEL RETROP I T DETAIL SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE U) r,—y chaat- LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. Q 0 J 1..L U) 0 z x (L W d U) r'� V LQMM r, l' 1 W 0 z J J SDM2 3 d F 0 PERMANENT ROOF TRUSS BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND EREGTED IN AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "61JIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 8 BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5," (2008 EDITION). 2. TOP GHORD 13RAGIN6: TOP CHORDS SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/05B 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHOR05 SHALL BE BRACED BY DIREGT-APPLIED G.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRUSS MANUFAGTURER SHALL INDIGATE THE TRU55 MEMBERS (WE135, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'T' OR V BRAGE5 (REFERENCE BC51-133 F16URE5 B3-I8 f B3-Iq). SHOP APPLIED REINFORCEMENT PER BG51-B3 F16URE5 63-22 d BG-23 15 AGGEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE 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/VERTICAL W/ Ibd 6UN NAILS (0.131x3 1/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRAGIN6 5HALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EAGH TRU55 GOMPRES510N WEB w/ (2) Ibd GUN NAILS (0.131x3 112"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THIGK NOMINAL LUMBER ✓E MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTIGAL WEB MEMBERS OF TRU55E5 GL05EST TO EACH 6ABLE END WALL d ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRAGE NAILED TO OPP051TE PROVIDE (2) 16d NAIL5 ® 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EAGH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A . ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 SHOWN 2x 5TRONC75AGK (NOT REQ'D FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B COMPRE55ION WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE 0 (5) OR MORE ADJACENT SIMILAR TRUSSES (SEE INDIV. TRU55 5HOP DRAWIN65 FOR LOCATIONS) f 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM GHORD (NOT REOV FOR STRUCTURE) DIRECT -APPLIED 6WB GEILIN6 5EGTION B-B ALTERNATE FETNOD WERE (3) OR MORE 5IMILAR TR 65r:5.ARE 6ROVIM 3 N DIRECT -APPLIED 6WB GEILIN6 - TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRIN6 BRAGIN6 AS INDICATED BY TRU55 MANUFACTURER 2x 5TRON6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR STRUCTURE) 'L' OR 'T' BRAGIN6 WE55 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 5RAC I NG PETA I L5 4 NOTE5 SCALE: NONE DIRECT APPLIED GEILIN6 J COMPONENT i GLADDIN6 PRE55URE ZONES GOmponent5 � Glodding Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Risk Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE5 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14.q -26.6 2r +14A -36.8 200 TO 210 2e +14.q -36.8 0 +14A -36.8 O +14A -28.3 2r +14A -45.1 ROOF 2e +14.q -28.3 3e +14.q -45.1 (GABLE) 200 TO 2-1° 2n +14.q -45.1 3r +14.11 -53.6 0 +21.2 -22 A WALL5 +21.2 -28.3 NOTE:Pre55ures charted here are allowable pre55ure5 and are permitted to be converted per ASGE 7-16 section 2.4.1 to get an equivalent ultimate load Pre55ure. Divide allowable pressures 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 TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREA5. THESE WHERE 5PEG I E I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal:s���� `k /V� . ,Z OZVA 0 F� © copyright RN & k-utP",'bgl�e; ®` Struiwgi En neerinq,kO� 4 1's 0 Z JLU w w Z c Z w as J Q m Z= � F- A cm oc WF_ E :2Q) � m E a z Q o .J Z M M o W o T y m` to W o � N = M a 7 M&K project number: 068-200 1 1 project mgr: ,J S B drawn by: DJ R issue date: 0 1- 1 3-2 2 date: initial: Q (n O J LL. ~ � z 0 0 � a (L J � Ld W U) Q� � � d U z J J sheet: PBSBml a