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HomeMy WebLinkAbout6774 Shelby Lynn Way9 ABBREVIAIT'IONS 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 1/11 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 DW DOOR DISH WASHER QUAD QUADRUPLE DWG DRAWING REF REFRIGERATOR D.S. DOWNSPOUT DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RND RISER ROUND ELEV ELEVATION 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 WC WATER CLOSET INSUL. INSULATION WD WOOD INT. INTERIOR WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB vn an Ian TM Companies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 6774 SHELBY LYNN WAY ZEPHYRHILLS, FL 33542 LOT 063 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 AREATABULATION ELEVATION "B" 1 ST FLR A/C 1830 SQ. FT. TOTAL A/C 1830 SQ. FT. ENTRY 43 SQ. FT. GARAGE 410 SQ. FT. LANAI 120 SQ. FT. TOTAL U R 2403 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 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST FLOOR PLAN A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A5.1 BUILDING SECTIONS A5.2 TYPICAL WALL SECTIONS WP1 WATERPROOFING DETAILS E1.1 FIRST FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN ALL WORK SHALL COMPLY WITH F-2.0 BLOCK PLAN P r,.., c� 8iLi C C C`0DE. REU C©�, , �ID , , ; ,��, S-1.3 ROOF FRAMING PLAN NA t iONA,! �: LEG''R'C` : r* SD-1 FOUNDATION DETAILS AND THE CIrY,0, 'PHYRHILLS ORDINANCES SD-2 I STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS a REV'EVV DATE AN MtNERL Ir W o°1 WOWCQO p (AUwW p w F_ < �ccImcr W zzz °C_ja2z wa=cr2 � U) 0 0 �2Zu-() azo ' 4 , cz cz r � Q o .� C) O 0 ft h O low m w< wA x Z 0 ~ .j WA W j > M•� a O� (L U In U) z O a O O �Z a * No TT824 dTATE OF co LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 6/9/21 SHEET cS `I w c) z a 0 as U) z 5 a w w _ F- z_ _ O cc w a. O Ir EL Ir w 0 0 z F- _ 0 Ir } a d~ J U) w (. x w U) w 2 O _ z z z 0 GENERAL CONSTRUCTION NOTES FDWELLING-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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR R903.2 FLASHING 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 THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS CELLR302..1 THROUGH SEPARATING R30T .3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND .1 OPENINGS 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 2THE USE OF A VOLUTE, TURNOUT, STARTING EASING STARTING NEWEL SHALL BE ALLOWED . ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD.GLAZING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. 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 1. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS 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 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 OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 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 II SHALL BE PERMITTED TO 8E 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. REQUIRED .1.1 WHERE 12RE R 3 Q 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 a INDEX FOR WALL AND CEILING FINISHES R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED O C G 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 TO HOLD 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 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. 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. SQUARETHE NETCLEAR HEIGHTOPENING HALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR FIREBLOCKING: R WIDTH NOT S 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 CUTOFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. E IN OPENING CONTROL DEVICES WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW O G O EXCEPTIONS: C THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 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 R1003.19. 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. DRYER DUCT LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS THE MAXI X 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 MANUFACTURER'S 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 THE INSTALLATION INSTRUCTIONS 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. 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 MANUFACTUREROS 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 RUNNERS. ATTENTION GENERAL CONTRACTOR / BUILDER: ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ERETSTOPPING WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, SHALL R311.7.5.1 RISERS THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE 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). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT 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 THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN N OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE OTHERWISE APPROVED BY THE BUILDING O C MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED MAINTAINED. 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 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 R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 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 AND DOOR OPENINGS CONSIDERED TO BE A HAZARDOUS LOCATION. OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM THE NOSING NOT GREATER THAN 9/16 INCH (14 MM . A ) END TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER SHALL EXTEND 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. INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW 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. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. 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 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 A 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 W wzo= O>_ H LU >WQO W ❑ F- Ir U) U W Lu _ Q :3W_ ~ J > CL cc IY cr ZZ�W CC<U)< W=cca )❑OU � 2 Z ILL U) �I-QZ❑ c Q a Q cz Z4� Q o 0 �¢ �i H U) u O w 'a Ims aa p M3 `-1 z to O NJ w w z w a, Ll Oct O IL O_ U W U) O d � O O �a No 77824 L '. STATE OF F` A� GRID •' �� All ommiAM LINKS -C C SAP GS PLAN # 6101 RELEASED: 6/9/21 SHEET CS2 z w CD z O U z w r cc 3 O z w 0 z cr 0 0 U) z a w cn w U RR'-R" 3-SIDEI ACRYLI, SURROUNI 0 10'-0" 12'-0" 16'-8" 6" 11'-0" 6 STUCCO WRAPPED ---- @7'-8" ---- BEAM ❑ I STUCCO WRAPPED ❑ 2 W at I 4X6 POSTS a ; as � I I a 3r u I LANAI 131 u p - 00 0 Q I 8'-8" CLG. I O0 Q , - o o U m I MOISTURE RESISTANT I U m - p T- rn I DRYWALL CEILINGco I I T cf) � 8'-8" I I 9'-4" 14'-8" ' 6'-0" ol 10, I 6068 I I *35 SH 35 SH TEMP.D (53"x63") EGRESS T�N XFER _ T- GRILL �RK2�s ADD 7/16" OSB TO AHU ON STAND MECH. CLOSET 0 a 30" AFF GREAT CEILING FOR FIRE ROOM DRAFT STOP rLo _ L•-IN 8'-8" CLG. cV T -1 T °p OWNER'S ►� T RETURN AIR GRILLE SUITE (4)12" SH 8'-8" CLG. - 5,- 1111 L M 10 PTRYcO I I — — — CO N OC � I > ti�6� m 2'-0" C1 1 1 O i g } Z 32�� M 8'-42' i i OWNE Sri a - rN BATH °p 8'-8" CLG."'t 5 x cn M -1 al I o i i 2'-0_ _311 31 co �= Di i O co W o = I cr)ct) '— t CO Q 10 36" HT. FLAT xi O � COUNTERTOP N i KITCHEN 1 1 - DINING 8'-8 CLG. " AREA OS WIC N r 8'-8" CLG. '-52" 6-42" i I co i 8'-8" CLG. �I ¢ 1 1 O 10'-51�' �. �� 2 2 -4 4 -9 �� .� co 8 -8 I 1 I Icnn I olf RE I WATERLIN 1 ------------------ 1 ---- %IFOPT. 1 11 1 1 R&S HIGH & LOWI ---- -------------J cn ' 1 ' N I I L--- --JI U) 00 `n cl CL W 0 U) w BEDROOM 4 M U) DRYER ;;— oPT. �� LAUNDR ' r,� N BEDROOM 2 C'3 uj � _ N co '� �o I cr 8'-8" CLG. r- 0 I VENT It 1 8'-8" CLG. III 1 I N cc X TIN I I _ ca I 11 W I 1 CL cm X rIN — PI M r I CO 11. �IVI I =1N I I I I I I r 2�G� WASHER (4)12" L .=� r' U— J J T BOX -- SH ' — 12'-92„ g�_82" ,��6� 1 Q'-2" 51_2211 XFER T�N _ 1 2��`p 2 GRILL 4'-62" co XFER '� HALL GRILL HALL TH i� a � 8'BACLG. �6� 8'-8" CLG. ' `� 2868 Sc W/ c\I WH W 1„ `� 3'-92 ; 1�� 5 -82 SELF CLOSER 18'-1 0" N LAv o 3 -1" U F 1 _ o I------1 2" CONCRETE o Co bo I 22" X 54" CURB BOLLARD PER WC 0 I FOYER UI ATTIC ACCESS COMMUNITY � Iq i i I 8'-8" CLG. L----------- J SPEC'S "' 0 R&s CL "�; _ 2 CAR GARAGE _-- 1 N--------- _ - 8'-8" CLG. 6� 00 CL cc I '— 0 1/2" CEILING BOARD CV r- ABOVE 3 24 WALL BOARD ON N GARAGE SIDE PROVIDE 6'-8" € 21_4" INSULATION AS REQ'D - ol XFER GRILL 2" CONCRETE p CURB N o,�---------------------------------------- ENTRY BEDROOM 3 8'-8" CLG. 8'-8" CLG. p l2v-011 OD I I EADER 7'4" I �' `� 1 co o *25 SH 16070 GARAGE DR. `1 cm(37"X63" EGRESS) 5'-0" 8'-4" 4'-4" 2'-0" i 16'-0" 2'-0" 13'-4" 5'-4" 20'-0" 38'-8" ' FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" LEGEND SYMBOLS A BUILDING/WALL SECTION MARKER ® INTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE �7 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 DOORS LOCATED WITHIN A LENGTH OF WALL 3-SIDED ACRYLIC O ARE TO BE CENTERED UNLESS DIMENSIONED SURROUND 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 R(� 16" O.C. FOR COUNTERTOP (SVE"O-C- S GREATER THAN 10" V, 2" MAR. TOPPLATE 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT 1/2" GYP. BASE CABINET AS BD. PER SHOP DWG"j N WD.BASE MOLDING FINISH FLOOR Q FINISH A F OOR1 I r SUBFLOOR NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. w �00� W � Q O cl c�v QWF- J(nWg Z)ccccIz Y 0 H z odu.00� zzzP:z i Q � J W D-=c� �cnp00 �2zLLCn �F-QZo S� Q' orl cz F- O Q O O O u O a o O O O � = w � z O O m N W G N z 12 cn �J' c iA 4 451a �� ' •y�c �ISF '/4' * No 77824 STATE OF O, commmilT. LINKS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 6/9/21 SHEET Alel m STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL �J SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" R n ROOF SHINGLES PER COMMUNITY SPECS (TYP.) REAR ELEVATION SCALE: 1 /4"=1'-0" BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 11 -0" '-0" '-0" (TYP.) 4" WIDE STUCCO 12 12 BAND (+1) 5 5 12 12 0 HEEL HIGHT '� 5 5 —---------------------- ---- 4" WIDE STUCCO BAND (+1) J 4" r , CRICKET .� T.O. MASONRY __— —_ —_ —_ _ EJ T.O. WINDOW ------- ----- 4" WIDE STUCCO BAND(+1) 18" DECORATIVE i FOAM SHUTTERS 2'-0" STUCCO =r INFLR cN BAND RETURN FRONT ELEVATION SCALE: 1 /4"=1'-0" 0 ROOF SHINGLES PER COMMUNITY SPECS (TYP•) 6" WIDE STUCCO BAND (+1) — 4" WIDE STUCCO BAND (+1) Z _iSzQ79Sa�4EiAGE �&-----------------__—_-- PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE 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 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) T- W STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) T- W LUz0= o} Wo ao cf)Ir UWw Q � W F— JU)Wg 5 cr cr- fr oZ1 z z Lu CC<U)QZ W2�pJ. j=Zu-U) �►—¢?o �cf) CZ ti O �¢ a U) 0 z 0 O w 0 o � w w ca Iwo o z Q z O R o: U W `~ N O N7 z O d N �Z as ' No 77824 OF W IRM @ CALUSA SPRINGS PLAN # 6101 RELEASED: 6/9/21 SHEET A22. I z w m z O U z w H O H m w z Q Ir O 2 m O z a z cl U D Ir a w m w m O z w cc ¢ z Q cc ad U) z a w U) w cd O z m ca U) z 5 a w m w z 0 m r m w o. O m a m w x O z H C7 cc IL uj— J U) w m IL x w U) w i O m z z z O LA i E 12 51 r---, ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 12 5 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP-) , 12 5 rr== 12 5 12 5 35 SH *25 SH 2'-011 ol LEFT ELEVATION SCALE: 1/4"=1'-0" 12 5 == RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 ---115 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH ,r: t ` :�•",,: SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) W _ cr- ?DOS >o ¢0 WoI— c�UWw Q=WF- J (1) W W n IY rr_ cc Y0E-Z 'dLL00U) ZZZF-Z_ Q J W 0 m cc _3c)000 =ZIL(n �F-< —Z cz-� n CZ of n Q o O � �i Q H 0 o Z 0-1 0 a) omm w 0 w W w w omm" A U) U) z 0 a a A O_ (1: N N N W � Z U) O� �o Z a Ix 1 ,% * No 77822424 swA4 OF �• �i� F�S;cI ORlOP • �'� Coyf CALUSA SPRINGS PLAN # 6101 RELEASED: 6/9/21 SHEEP A292 1' ROOF PLAN SCALE: 1 /4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SO. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R905 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 IY W C]J�W W Z O � wUjZO >OC¢0 W 0I— U) 5- w Q�WF-' J U) W — �IY�� °SZZOW cc J Q � Z W C _ 12 d- =ZLLU) � P < cz-� r 4 , cz c cor O �Z H 0 0 O MM� o a L� 1 O O O w a � O A O R rx U) W 01 U) Ooi 1 1 �Z '• Nci 7TSar4 STATE OF . RI COMMUMT. LINKS PLAN # 6101 RELEASED: 619121 SHEET A'eA. z w U) z O 0 z w i C, r O z w 0 _z ¢ 0 06 z 5 a w U) w x 0 z_ x 0 z (L w U) w x z x 0 x w a O Ir a x w x O 0 a x 0 Fs+ � J w a x w w O x z z z 0 BUILDING SECTION SCALE: 1 /4"=1'-0" U PRE-ENG. ROOF TRU; FRAMING SHEET FOF am i T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" JDOW ME -0 =LR. FOOTING PER FOUNDATION PLAN Ir W } r IY wz �0>-� > cr 0 W F- ir cnV�w Q=WF- a.J c/) cr cr cr p z Z Z W � _jQ2J W C_ _ CC (_ U) 0 OW Q �I-QZD CZ �c ti Q o O �a Q O O O ft cn z 0 O 0 w ft U) O � z LILJ a A Z O [L a 01 1 Z IL Q„ r N O N U) W G N Z O 4 �rh % No 77824 TATE OF Qom• � k! ' P COMMUNITY: UN CS @ CALUSA SPRINGS PLAN # 6101 RELEASED: 6/9/21 SHEET AS* I z n z D z x z A 7) z z w w L_7 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 12 R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) 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 koonon OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) j I (REFER TO ELEV.) INSULATION PER 2x6 ALUM WRAPPED FASCIA I I 2x6 ALUM WRAPPED FASCIA COMMUNITY SPEC. EE BD. w/ALUM DRIP EDGE j EE BD. w/ALUM DRIP EDGE SEE ENERGY CALCS. - - - EL V. E V. 1/2" (MIN.) CLG. BD. ---- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS c8" 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 8" CMU BLOCK GYP.BD. W/ CEMENTITIOUS WINDOW SILL FINISH (BEYOND) 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4" SPECS 0'-0" PLANS o'-o~ FIN. FL. SLOPE SLLOOP_E FIN. FL. FOUNDATION FOUNDATION � ch PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METEF LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \_ CMU BLOCK WALL NOTE: ELECTRICAL PANEL IS TO BE INSTALLED ACCORDING TO ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES. VERIFY PANEL DIMENSIONS PRIOR TO CONSTRUCTION. GRADE GYPSUM - GYPSUM BOARD BOARD z g 3 1/2" a: GYPS w GARAGE a BOARD NICHE FOI ELECTRIC, PANEL & WIRING N ELECTRICAL M PANEL ELECTRIC PANEL N `O EXTERIOR CMU BLO( WALL CONCRETE `m CONCRET CURB REFER CURB REF' TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR WALL SECTION 0 GARAGE DOOR SCALE: 1 /2" = 1'-O" ATTI OR SECOND FLOOR LIVING SPACE REFER TO N�S T.O. -- ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION cr W } _ CC uj wz �00� } > cc a 0 WaI— C/) Lu Q W ~ J W W cr_ cc Ir °&ZZ�W � _j Q 2 Z Wa2cc0- =Zu-cU � P < cz'"~ a6 c w n a O Z �i H 0 0 0 0 Z 0 0LLJ I !?5 w aU) IL U) z 0 a, :n in W N co N N oa U m.z a a a C. �. No TATE OF % ��i t� � ��ORIDP • 0� PLAN # 6101 RELEASED: 6/9/21 SHEET A5•2, z n J w a x w w i O x z z a z 0 014 WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROOF/WALL SCREED 5X5 "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) ICE AND WATER SHIELD 15" VERTICAL AND 15" DOWN ROOF CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF CEMENT SHINGLE ROOFING "L" FLASHING SCALE: N.T.S. 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 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 F- WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD Q FOLD INWARD @ PT. A STEP 3 STEP 2 FOLD @ 450 © © \— FOLD @ 770 FOLD INWARD @ PT 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 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 WATERTIGHT SEAL. FOLD. DO NOT CUT. BOTTOM FLANGE A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE CC W O O H W cr Q 0 � p 0Ww cn Q�wF. _ F— > J Y0E-z 06u-00U) z Z z ~ Z a�� Wa=jra �1zu-U) �F-Q?c� cz' cz a' O �O Qo F c F¢- k S O O ' O u Ll 0 I z � LI I c� I o(ni 0 o j mom oaf' �w w wmom" I z 0 0, A z 0 U W 00 Z a a a a a COMMUNITY: LINKS @ CAMP SPRING PLAN # 6101 RELEASED: 619/21 SHEET wP i 09 E FIRST FLOOR ELECTRICAL PLAN 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER OR 2-4/0 ALUMINUM 150 AMP Z METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT - #4 COPPER OR ALUM. 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE BREAKER kGRAM ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE 01 VAPOR PROOF LIGHT FIXTURE v� LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f) EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR b TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 0 ELECTRIC METER s ELECTRIC PANEL i+- 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 }2a: �00� } WOWC¢O p c�UW3. W n- F— � cccr_ cc Z Z � co z < U) Q Z W n-2cca �W000 p = Z lL (4 �q) CZ a' o cc CZ O .9 Q Q 0 0 u z OIL 00wj J r W U O �..� _ w U X U o. w i w' z 0 IL A Z O i I I I cI 1 G I I 1 I Z Oa I I I I �o wZ aaaa< i I I c I c I i I I I I COMMUNITY: LINK ALU A SPRINGS PLAN # 6101 RELEASED: 6/9/21 1 SHEET Elol SCALE: 1/4"=V-0" 09 21 SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" cc W } _ cr- wz ?:AOH >. > cr 0 W�f— U)� W _ � > J 5 z cr cr- Y Q H Z �u-00U) Z Z Z LU ~ Z a W (L _ pC a. �U)C)0� H Q Z D c o O O O U O m c� o z w t--a z o w a uj a w ,) o. U) wc� I.-M U) z O a. a A Z 0 L 0 04 No Z as as COMMUNITY: LINKS ALUSA SPRINGS PLAN # 6101 RELEASED: 6l9l21 SHEET P1.1 is MASONRY LINTEL ASSEMBLIES 5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--�, LsJ - MIN. 0)GOURSE/BOND i `4 J}� HK 0)COUR5FJB01� I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL 6ROUT 6ROUT BOTTOM REINF. ��PFMCA6TLINTELW FREGA5T LINTEL W EMBEDDED REINF. BIDED REINF. MB-1 MB-2 rr--" i i Its I i ILL- TOP COURSE, IF 1 L4J 1 m° 1 L4J I REab PER ARCH. TOP COURSE, IF 1 1 REDID PER ARGH. CONI 1 �----� TOP REIN. OR GONT.T'M BEAM BOND BEAM REINF. REINF. A5 RWV GROUT 6ROUT BOTTOM REIN. BOTTOM REIN. PRECAST LINTEL w/ "' I A I EMBEDDED REIN. :C I p• I PREGAST LINTEL W/ �t REIN. W. M W-2 1 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORGEMENT MB-I 8F8-OB/0T ---- ---- MB-2 SF8-I5/oT ---- (U #5 MB-3 SF16-IBAT (1) #5 (1) #5 MI3 4 8RFI4-IB ---- -_- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L 1ST 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 5D-2 STRUCTURAL DETAILS P85B-I 5TRUGTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LON6 TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 50PPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.: Pc = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALI • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE 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 8'-0" O.G. IN EXTERIOR NALL5. (AS SHOWN ON PLAN5) • ROU6H OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAW • JOINTS SHALL BE LOGATED 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5 P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"xO.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAIL5• 50LE PLATE TO JOI5TBLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" O.G. TOENAILS 0 6" o.c.• BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 4 INTER5EGTIN6 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) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BUILDIN6 GODE (SECTION 160q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLOWING WIND SPEED $ EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRE55URE GOEEE I G I ENT = ENGL05ED, +/- 0.16 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REGU I RE5 FORMAL EVALUATION � APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATHING SPEC I P I GAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05E3 FASTENED W PI 2Y211xO.131" NAILS ® 6" o.c. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2V211x0.131" NAILS @ 3" o.c.. ALON6 PANEL ED6E5 AND 12" o.c_ IN THE PANEL FIELD. STANDARD EXTERIOR NALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 05B FASTENED w/ ?-"xO.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING 0 I61o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3,V2"x0.131" NAILS ® I6"o.c. USE (8) %"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARNALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL, PANEL JOINT5 SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARNALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 3%, SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL/' THICK, APA RATED SHEATH N 5 EXPOSURE 1 0513 OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-105 IN AGGORDANGE WITH THE UL DE516145 SPECIFIED. Window 4 Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B" OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +17.1 P5F/-Iq.7 P5F +17.7 P5F/-Iq.7 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O PW-23.61 P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 PW-11.6 P5F +15.8 PW-11.6 P5F (DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ®Pressures charted here are allowable pressures and have been reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 2% EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06ES t o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM CABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH t END. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRUSS CONNECTOR < 15' 51MP50N H2.5T 51N67LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD NALL/WOOD BEAM 51NGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU NALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRJ55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL is :I EXTENT OF OVERFRAMIN6 •---- - - -----INDIGATE5 1/8"xi" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTE5) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. 6ENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ® GUARD5/HAN0RAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P51F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RI5K CATEGORY 11 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR 51(P#2 o lib" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON -BEARING INTERIOR STUD NALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATE5 THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADER5 W/ 3-RON5 OF 3"xO.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2xb 8 2xb MEMBERS. • FACE NAIL BUILT UP 2x P05T5 N/ 3"xO.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLAN5). • SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 7/I6" 05B FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"4.131" NAILS o 8" O/C OR 2 RON5Y4"x3Y2" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) o lb" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/SGREN5 2" FROM ED6E. 50LID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2xb 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF Y4"xb" 51MP50N 5D5 5GREN5 (OR (9 3/4" TRU55LOK 5GREN5) o lb" 0/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 0 24" O.G. FLOOR FRAMING • 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-JO15T MU55 MANUFACTURER, UNLESS OTHERWI5E NOTED. • I-JOI5T/TRU55 SHOP DN65. 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, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS N/ 6LUE AND 3"xO.131" NAILS o 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUCTION NOTES • (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) %" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal: 11 fill, ' No 77824 � v STATE OF © Cam i b�1b. L a z.. z JLU W W z c C" z Wa Ca.. J Z= A f- �a pC UJ c =.J O° E a JP > Qo a) Z W p c ;o � Y ' o o co y M W p N cc CM a. M&K project number: 068-200 1 1 project mgr: J S B drawn by: BC issue date: 0 6.0 9.21 REVISIONS: date: initial: Ix W O W L- 0 LLJ Z pIx -� O n J Z a U Q Ut- Q J J sheet: SM0.0 L�G�Nn seal: o�ttii�►►etl G. I' • ® INTERIOR BEARING WALL * ; : F '•, 10 -0 12'-0" 16'-8" • _ _ _ BEARING WALL ABOVE ,u • BEAM / HEADER LANAI 5LAB: { • LOCATION AND EXTENT OF 5HEARWALL © copyrighi 3 y2" GONG. SLAB ON I x- - Q I r-.-.-.-, GRADE (2500 P51 NI I 12" WIDE GONG. L_'_'_'J EXTENT OF OVERERAMIN6CM MIN.) w/ 6x6-W1.4xW1.4 I W . I TURNDOWN EXTENDED om z MESH OR FIBER MESH I MIN. 12" BELOW GRADE _ •p-- _ - INDICATES I/S"xl" 5AW GUT CONTROL JOINT LU ON q5y COMPACTED -�� I = z c o �°. 1 O INDICATES LOCATION OF REINf=ORGED GMU GORE C" FILL OR VIRGIN 5O1L. 1 1 — (5EE NOTES) z J L METAL HAN6ER r2 + 5D-I 3 5D-I I 5D-I INDICATES P05T ABOVE. PROVIDE 50LID = a CS Y2 STEP BLOGKING UNDER P05T OR JAMB ABOVE. F- • r---------- ------------—-------� R 1= R TO S-O.O 1=0R TY'IG L W co m 1 11'-10" ' 6'-2" 20'-' " STRUCTURAL NOTES I$ SGHEDULES = a ' E J* 1Jz Mo W Y o0 =o oW y mL6 • I I �W oN I I Ma 2 1 GONG M&K project number: RETE 5LAB: 3 y2" GONG. SLAB ON 6RADE I 068-2001 1 1 (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 I • I MESH OR FIBER MESH OVER 6 1 project mgr: .J S B MIL. POLY ON q5% GOMPAGTED 1 drawn by: BC • I FILL. issue date: 06-09-2 `I REVISIONS: m date: JUN 11 2021 initial: I NOTE: REFER TO BLOCK I I PLAN FOR ALL DOWEL o I LOGATION DIMEN51ON5. I HVAG o o I UNIT o I (z I 1 �ICU C 2 1 a � I 5D-1 I o I I ---1 i------3Y25TEP----- ® I 1 I d 1 & I 4 4 I Q � V-1 5 3 y2 5TEP 5D- I U. 1 m I • 5D-I 1 GARAGE 5LAB: I 1 3 Y2" GONG. 5LAB ON GRADE I w Z �- -3 y2" 5TEP J (2500 P51 MIN.) w/ 6x6-WI.4xWl.4 pL - - MESH OR FIBER MESH OVER 6 _ __. _ .� _ - o O a 1 I I MIL. POLY ON q5% GOMPAGTED I N 6 I FILL OR VIRGIN 5O1L. 1 :2 'Q z I U) d /5 • • • • i J 2 � �._I 5D-I 1 sheet: 5D-1 5LA5 FLAIL 13 -4 5 -4 20 -0 I SCALE: 1/4"= I'-O" (2244 SHEET) SCALE: 1/8"=1'-O" (Ilxl1 SHEET) Fmi,,o O C i n I C 1 � CD 7- m 6 a 38'-8" 41-211 41-61' 31-211 61-211 51-0 1121' 51-1 11211 41-611 Ile 61-011 le MB-I I MB-I I I MB-I I"IL7-J 51_011 31_211 51_211 1_011 161_011 21_o 11 00 OF 101" 131-4 11 51-411 201-011 Ln r— BLOCK PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/811=11-011(IIxI'1 SHEET) LEGEN17 • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMIN6 «-- _ —--INDIGATE5 I/8"A" 5AW GUT GONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE W. (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MABONRY LINTEL DETAILS REINFORCEMENT MARK DE5I6NATION TOP BOTTOM SHEAR REINFORCEMENT M15-1 8F8-0B/0T ----- ----- MB-2 8F8-IB/OT ----- (1) #5 43-3 8FI6-IB/IT (1) #5 (1) #5 h13-4 5RF141B ----- -- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9I 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR AWL INFO 1 L.Q -t — MIN. N D WJRWA30 1 1 BEAM ABOVE LINTEL i L4J* MIN. N COUR5E/80PU 1 1 BEAM ABOVE LINTEL 6ROUr � pp, � PRECAST LINTEL W ^h-s`--f' BAD® REINF. MB-1 6ROVr BOTTOM REINF. PRECAST LINTS W EMBEDDED REIW. MB-2 —TOP COURSE IF TOP COURSE, F- I L4J 1 L 4J U ii REOP PER ARGN. REO D PER ARCH. --- ' CONT. BOND BEAM TOP REIN. OR GONT. BOND BEAM REITF. REINF. A5 REQb 6ROUr 6ROUT _ BOTTOM WINK BOTTOM REIW. a. PRECAST LINER ri/ PRECAST LMTH_ W -tit- {--�--# BIDED REINF. MB-3 ry M5-4 mmmmmmmmrj REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES seal: ti\ s a A r * . NO 77824 p'% STATE OF ZZ �op7�►t' M416NE!N�N 'lY1/`lvr Irrc. WCD z z _J R T.0 W z_ t� z o0 Q' W J i � Q Z Q o U A �- vc U J a > z M o IIIJ W to p o y W m` L6 p N C CM O. M&K project number: 068-200 1 1 project mgr: ,JSB drawn by: BC issue date: 06-09-2 1 REVISIONS: date: initial: J W 0 ZQ J � 0. ~ z Y O u a o � M o sheet: d Q x 0 J UL W C� z x a W d W J d U d Oz J J Fw2.0 • • • 29M-JIM seal: a 0 0 f LL 0 LU Q LL tpFAt7 I AmAI n nppt=n RPAMG,. oLL o0 W LL LEGEND • ® INTERIOR BEARIN6 WALL • = = = _ = BEARIN6 WALL ABOVE • BEAM / HEADER • — — — LOCATION AND EXTENT OF 5HEARHALL I: :I EXTENT OF OVERFRAMIN6 *----- — -- -----INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE W. (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKIN6 UNDER P05T OR JAMB ABOVE. R00� SRAM I NG PLAN SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/6'*'-0" (IlxI1 SHEET) • 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 055/PLYWOOD 5HEATHIN6 24/16, EXP051JRE I. FASTEN SHEATHING TO ROOF MEMBER5 w/ 2 %"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) ® 6" O.G. AT PANEL E06E5 8 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 w/ RINC7 5HANK NAIL5 ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" 5TYLE GLIP5 ALONG UN5UPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND GONTINUOU51—Y UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGfR GLIP5 0 24" O.G. • ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERHI5E NOTED. • ERECT AND IN5TALL ROOF TRU55E5 PER WTGA $ TPI'S BC51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP D1165. 5HALL BE 5UBMITTED TO ARGH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS ® 169" O.G. UPL I rT CONNECTORS BEARIN6 GONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T6LE 5114ROOF TR 155 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL 51MP50N HT520 HOOD STUD WALL/HOOD BEAM 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU HALL ROOF 6.T., FLU5H BEAM OR FLUSH 6.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RE5PON51BiLITY OF THE ENGINEER OF RECORD TO M516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD TRU55 GON5TRUGTION". M$K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAHIN6 5HALL SUPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOAD5 5HOHN ON THE 5HOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES kX11tlit#��, . � C. �\`\�Q► �CENs�•t'�i�► �i +�. * No 77W4 74 ' �TA ' LHERN & KULP ,++ ��!Z� NW&JO m w w z CD z w Q Z� F- U F- WW W H Z W 0 y W 7 M&K project number: 0 0 rn LZ .n • 4 cm-Q Q) m E ¢' 0 o v H of o o W cO M L6 o CN M 068.200 1 1 project mgr: J S B drawn by: BC issue date: 06.09.2 `I REVISIONS: 1 date: JUN 11 2021 initial: 1 z oL 0 0 sheet: J W 0 2 0 aL 0 N 0 Sm 1.3 d O rx 0 J LL O z a (L W d U) J d U d W x z seal: J FILLED GELL5 (5EE PLAN) 4" 6ARA6E ' TOP YIEW CORNER 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT GELL 50LID GONG. OR PAVER I 6ARA6E WALL z DRIVEWAY j- BEYOND I d3 GARAGE SLAB m 4 L (5EE PLAN) I6"x8" THICKEN] ED6E W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WTS 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ N FOUNDATION DOWEL �-Q, 6ARA6E SLAB MIN. 30" GROUT GELL } (5EE PLAN) DI 50LID L d, a a —I I I —III —III O GRADE —I 11=II III —III I —III —I I '—- cY I—_ III III III—III-111—I 1-' 1=1 J III —I I d —I 1I—III—III—I I I- Q —III= I —I I I I 1=1 I I I- =1 cn III I I = 1=1 11— d 11 = 1) #5 DOWEL Wb" HOOK AT _ I I �-III-I ALL VERT. WALL REINF. III=1 III -III = III I i I' (5EE PLAN5 FOR LOGATION) GLEAN COMPACTED FILL A 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0' WIDE W/ (2) #5 BAR5 GARAGE CURB DETAIL SCALE= Wrs d d b III 6RADE _ eI MI =1I1=1I II -II < I=1I I -III -III-_ I I III=III= --O'=1 I m I I I I III -I I I R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) 1=1 III < . 111=�1i' �-f I) #5 DOWEL W/ b" HOOK AT ALL VERT. WALL RPNF. ' I I I III -III -III I -III (5EE PLAN5 FOR LOCATION) GLEAN COMPACTED FILL 0 95� -111- MONOLITHIC FOUNDATION STANDARD DENSITY WI TH H/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 F00T1 NG 5ECT1 ON W/ BLOCK DETA 1 L SCALE: W S 8 GMU BLOCK - BEYOND EXTERIOR DOOR MTL. THRESHOLD 5ET IN SEALANT PAVERS (5EE PLAN5) 1 d e e d ' r=II d11 In I II-III; MIT - 111-111- R4.1 FI-FOIL OR EQUAL OVER 3I4" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (5EE PLAN) II ��� ���-"Ej-j[ � ���-ram 11=III=III=III=II-''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o 95% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 ENTRY DOOR DETAIL 6 SCALE: WT5 PATIO/PORGH/LANAI SLAB (5EE PLAN) 8"xb" THICKENED - 5LAB W/ (1) #5 GONT. THICKENED EDGE DETAIL 3 WAX: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W FOUNDATION DOLL MIN. 30" 6ROUT GEIL 50LID PORGH/PATI0A ANAI 5LAB OR PAVER5 (5EE PLAN) ;t z I EAI JOINT v R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) I I=111- - !) #5 DOWEL W/ b" HOOK AT IIIALL VERT. WALL REINF. III=1 I 1=III=1 I III= (5EE PLAN5 FOR LOCATION) GLEAN GOMPAGTED III-1 11= FILL A 95% MONOLITHIC FOUNDATION 5TANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL SCALE: WTS Y2" GYP. BD. EA. 51DE OF 2x45 ® 16" O.G. Y2" J-BOLT5 6" FROM EA. r END OF WALL AND 5PAGE A 32" O.G. 2" (b" MIN. EMBED) LU ci- STUD PLATE TIE5 PER PT BOT. PLAN A STUD TOP $ PLT. BOT. . d W: °11L° • (2) #5'5 GONT. W/ „ „ 3" MIN. GLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLT5 ARE NOT REQUIRED ON WALL5 NOT 5U13JEGT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE 5TEP DOWN DETAIL SCALE: WTS 8" GMU (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OLID zx f dJ m0 RADE I I I=I I I=I I I=I I I= z ' PVG GHA5E SLEEVE TO BE THIGE THE DIAMETER OF Q ' 11 III I I —I 11=1 I I I =1 I I �oT�GTED PIPE GLEAN COMPACTED —111_I i FILL A 95% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE W (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS CHASE DETAIL 8 5GALE: WT5 R4.1 FI-FOIL OR EQUAL OVER %'" FURR 5TRIP5 -PER BUILDER HOU5E SLAB (SEE PLAN) J I�,I I In,l I Iml I L- F .. No "s2wIF ' © c n ULHLMI&PF j dyLgl En ineeg,tin / Ifni 1111� W W Z c z w rn a J i Q � Z= t- • CU �d Q, � c� = C N- a� cn = -a°O E a ;• J� Z M = W co op ca y m to W c N M&K project number: 068-2001 1 project mgr: J S B drawn by: BC issue date: 0 6-0 9-'21 REVISIONS: date: HIM 1 + 9091 initial: cz CCU rc �j 0 8" GMU BLOCKU. BEYOND R4.1 FI-FOIL OR EQUAL ►--r EXTERIOR DOOR OVER 3/4" FURR 5TRIP5 -PER BUILDER MTL. THRESHOLD 5ET IN SEALANT HOUSE 5LAB T w T T _ (5EE PLAN) � z PORGH/PATIO/LANAI Q Q Ix 5LAB OR PAVERS r O (5EE PLANS) v 1 d d — z PER MA1dUF11' III=1 I I I=1 MI I I —III— '=1 I I =1 I I=� I=1 I I ]III I II I II II I II II I- L J '—I I H -� III —I I . I—' i- U = III _ I I I I1=1I I II - n ,Q I —I m i l l I I - I-1 I I —III= � v I I I I I 1=1 11=1 I I- I I O I- 11=III—III=III—III—''' MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 M FILL ® 95% 5TANDARD Wi PTH GONT. ON CHAIRS (n DENSITY AND TERMITE TREATED 2-5TORY: I'-4' WIDE 0 0 z W(2) #5 BARS C) I -STORY: 1'-0' WIDE W/ (2) #5 BARS sheet: EXTER 1 OR OUT5W1 NG 4 561;1 POURED 51 LL5 DETA I L SCALE: NM SDw 1 s FA5TEN ROOF 5HEATHIN6 TO FASCIA WITH 2 Ye"xO.113" RIN6 SHANK NAILS ® b" O.G. —� w Uj 2xb FA5GIA -5EE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 5EE UPLIFT CONNECTOR — 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8' GMU BOND BEAM W/ (1) #5 GONT. 8" REIN. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REIN. 5PEG5 SECTION I SCALE: 3/4'=1'-0' TRU55 OVERFRAMIN6 PER PLAN —� SECTION 20 5GALE: 3/4'=1'-0' PROVIDE 50LID SHIM BETW'N TRU55 4 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 6REATER THAN 1 Y2 " FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 5EE UPLIFT CONNECTOR 5GHEDULE ON PLAN5 FOR GONNEGTOR 5PEGIFIGATION5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF) EAGH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2x6x12" OR CL OF OPENING 2X8XI2"P.T. n CENTER BUCK II � • DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUGK EACH SIDE OF OPENING -VERIFY CONN. RE -GMT w/ DOOR MANUFACTURER PROVIDE (5) 9/8' DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR PROVIDE IY2"X%N THICK WASHER W/ EACH ANCHOR 05T BOLT TO BE 8' MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G.) 5TART BOLTS AFTER 6ARA6E CURB (8' MAX) PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN 1 Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"x0.113" RIN6 SHANK NAIL5 ® 6" O.G. 5EE UPLIFT GONNEGTOR 5GHEDULE ON PLAN5 FOR CONNECTOR 5PEGIFIGATION5 2xb FA5GIA -5EE ARCH REINF. MA50NRY LINTEL/ BEAM - 5EE PLAN FOR 5PEGIFIGATION5. . hi CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL W (1) #5 BENT DOWEL W 24" LE65 SECTION 3 SCALE: sip'=1'-0' VALLEY 5ET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FA5TEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CALL OVERFRAMIN6 CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM GONTIN. PREGA5T HEADER 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLEDLE GA5T-GRETE GA5T-GRETE WINDOW SILL, HINDOW 51LL, OR EQUIV. OR EQUIV. DOUBLE WINDOW K G1�RAGE DOOR BUCK DETAI L L MASONRY PIER DETAIL '' SGµ E: NT5 SCALE: N% TRIPLE WINDOW SIM. PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM GONNEGTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FA5CIA -5EE ARCH FA5TEN EXTERIOR 5HEATHIN(5 TO BLOGKIN6 IN EA. TRU55 BAY w/ 2 NAIL5 • 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. P44) HILTI DNI12P8 PAF's FA5TEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 Y2 "x0.131" NAIL5 ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 GONT. 8" REINF. GMU WALL - -5EE PLAN FOR VERT. d HORZ. REINF. 5PEG5 RETROFIT DETAIL P SCALE: 3/4'=1'-0' &!EYT9_/Vw ALL LAPS IN MASONRY 25" RUNNING BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER PERT. WALL REINFORCING DETA I L SCALE: NTS 5EE DETAIL I ON STRUCTURAL PLAN5 FOR ADDITIONAL CONNECTION 4FO NOT SHOWN HERE A5TEN EA. ROOF TRL55 TO GMU W IMP50N M5TMI6 TW15T 5TRAP. A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 11 LON6 TITEN 5GREW5 ROVIDE M015TURE BARRIER LATE (PER TRU55 MANUF) AGH TRU55. ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO :OOF TRU55E5 ® EVERY OTHER BAY A5TENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG APGON5. FA5TEN BLOGKIN6 TO ROOF RU55E5 W (2) 3 Y4"x0.131" NAIL5 ® EA. END. TRUSSES PLAN T CONNECTOR 5GHEDULE WALL REINF (TEND INTO BEAM ROOF TRU5 -5EE PLAN (2)3 Y "x0.131" 8" GMU BONE (1) #5 BAR5 C 8" REINF. GM -5EE PLAN F 4 HORZ. REINr-. 5rtc t5 %"x0.113" RING SHANK 2x4 FLAT BLOGKIN6 ® 16" o.c. FASTENED TO BOND BM. P0,4" DIA. x *4" TAPGON (2)3 Y2 "xO.131" VERT WALL REINF. TO EXTEND INTO BOND BEAM OIEFS�/ ION4'=1'-0' BY WINDOW/DOOR MANUFACTURER NOTE5: I. 2X PT BUGK5/NAILER5 5HALL EXTEND BEYOND INTERIOR FACE OF I^IINDOW/DOOR, FASTEN BUGK TO MA50NRY W/ (1) ROW OF %,"x4" TAPGON5 b" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I YY MIN. FROM E06E OF BUCK. 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAIL5 OR EQUIVALENT. 5TRUGTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, U5E (3) ROW5 OF 3"xO.131" NAIL5 5TA66ERED ® 12" O.G. EA. 5UGGE551VE BUCK. 4. MIXING OF IX AND 2X BUGK5 5HALL BE PERMITTED FOR THE 5AME OPENIN6 IF WINDOW MANUFACTURER AND PLAN REQUIREMENT5 (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FA5TENED TO 2X BUGK W/ (2) ROWS OF 2Y2"xO.131" NAIL5 ® 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFACTURER'S 5PEG5. W I NDONDOOR BUCK DETAIL H SCALE: M NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). 2. PROVIDE %" DIA. HOLE FOR 5EE TYP. FOUNDATION DOWEL, BLOW OR BRU5H GLEAN. DETAIL5 FOR ADDITIONAL 3. FOLLOW MANUF. IN5TALLATION INFORMATION NOT SHOWN IN5TRUCTION5. HERE FUTURE 8" GMU A 4x6 P.T. P05T PROVIDE DE (I) 1) BLOCK �/ j� #5 VERT. BAR TO BE N L DRILL 6" INTO EX15T'6 I LOCATED PER PLAN IN 6ROUTED CELL STRAP ON EACH EXTERIOR FACE SLAB, EPDXY DRIVE I I I OF P05T, 9" MIN #5 DOWEL, PROVIDE MIN, = 30" LAP 5PLIGE I I I m0 END LENGTH I I z_ DROPPED = I I I BEAMS PER PLAN .. ° '4 9 . (Z I ° I I —I I —III —I I —I 6RADE I MI I I —III —III —I _ _ -1 I I —III —I —I I °° =1 I —I I—ITI—I I I a 1=1 I I—ITI—ITI- REAR P400D LANAI -I i I-ITI=1 i I ° I I I=1 i I-ITi- 1- TYP. BEAM TO POST CONN. SCALE: MISSED DOWEL RETROFIT DETA I L SCALE: NTS SIM. • ow STEM FM DROPPED 6RAflE LETTERED DETAIL5 ARE TYPICAL FOR NUMBERED DETAIL5 ARE PLAN TH 15 HOME 4 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAIL5 ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal: a`oo�lllllt!/1�s�i s * NO 77m, �• f ST-4TE OF © copyright: MU n Structu!�� 6� ame� //!llttitl� z cc w W Z c C rn z w a J fv a Z= A CU t 0- cm �Z3 tr W F— cn > CD Jz M CM W Z9 p o cD o y m Ln W G N oC ch Q M&K project number: 068.200 1 1 project mgr: J S B drawn by: BC issue date: 06-09-21 REVISIONS: date: JUN 11 2021 initial: sheet: SD-2 < Q X 0 J LL seal: a PERMANENT ROOF TRU55 BRAGIN6 NOTE5: (51N6LE FAMILY HOME OR TOWNHOUSE GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRll55E5 SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT 5AFETY INFORMATION (8651) "GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING, RE5TRAININ6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS 54ALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MIK FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBER5 (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRAGE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE T' OR V BRACES (REFERENCE BG51-63 FI6URE5 83-18 d 53-11). SHOP APPLIED REINFORCEMENT PER B651-133 FIGURES B3-22 3 B6-23 15 ACCEPTABLE. • T' d 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER • 'L' CT' REINFORGIN6 TO 13E A MINIMUM OF 40% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR T' REINFORGIN6 TO WEB/VERTIGAL W/ 16d GUN NAIL5 (0.13lx3 I/2") AT 6" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TR155E5 ALIGN, GONTINUOU5 ROW5 OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED L' OR T' BRAGE5. GONTINUOUS ROW5 OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) 16d GUN NAILS (0.13101/2"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF '5TUD' GRADE MATERIAL). TNI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 GL05BT TO EACH 6ABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) 16d NAILS A 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/055 A ROOF 5HEATHIN65 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TR155 BAY A5 5HOM 2x 5TROWBAGK (NOT REQV FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIREGT-APPLIED 6WB GEILIN6 SECTION B-B K.OWTE► EnW wM 0) OR MOM SMEAR TMWM NM 6RDWW DIREGT-APPLIED 6W6 GEILIN6 - t: 114 r.� • A GOMPRE55ION WEB (5LOPIN6 OR VERTIGAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TR165E5 (5EE INDIV. TRU55 SHOP DRAWIN65 FOR LOGATIONS) 2x 5TRON6BAGK MAY BE IN5TALLED FOR GON5TRUCTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) WEB MEMBER REQUIRING BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON69AGK5 MAY 13E INSTALLED FOR CON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT 130TTOM CHORD (NOT REOV FOR L' OR T' BRAGIN6 o NEB5 DE516NATED BY TRU55 MANUF. PERMANENT TRUSS BRAG I NIS DETAILS 4 NOTES SG&M NM DIWT Ad°PI IW CZILIN6 J r� GOMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +14A -2b.6 2r +14A -36.8 20" TO 27" 2e +14.11 -36.8 0 +14A -36.8 +14A -28.3 2r +14.q -45.1 ROOF 2e +14A -28.3 O +14A -45.1 (6ABLE) 200 TO 2-1" 2n +14A -45.1 O +14A -53.6 O +21.2 -22A WALL5 O +21.2 -28.3 NOTE:Pre5sures charted here are allowable pressures and are permitted to be converted per A5GE -I-lb section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable Pre55ure5 by a factor of 0.6 to obtain ultimate pres5ures. Values are based on worst case scenario of 10 psf (eff, area). El Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. © copyright: MULHERN & KULP Structural Engineering, Inc. Z J� W w \/ CM Z i z Z W J Q Z_ I- U W� I- .Al JH z W C y W 7 c 0 rn a`) .c ¢� • a c -i2 m E Q � o Y cc o 0 m L6 o N M = M&K project number: 068.2001 1 project mgr: ..J S B drawn by: BC issue date: 06.09-'21 REVISIONS: date: initial: d H W 0 sheet: Q a 0 LL U 0 z X a (n W .j d U (� �x 0? JJ � � w