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HomeMy WebLinkAbout6773 Shelby Lynn WayABBREVIA'T"IOleiS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION Sc SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FIR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION IN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION wC WATER CLOSET INT. INTERIOR WD WOOD WwM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB )VnaT, I OnTM Compani,es 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONTASPIRE ELEVATION "B" 6773 SHELBY LYNN WAY 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 LOT 024 AREA TABULATION: 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 UR 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 CS.1 CS.2 A-1.1 A-2.1 A-2.2 A-3.1 A-5.1 A-5.2 WP- i E-1.1 P-1.1 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 PLANS FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLANS SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ROOF FRAMING PLAN FOUNDATION DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS cr IJJ Lu o°� >�Q0 uj tnUW W a�Wl- Lu¢ � Z)cccc °6ZZ-w U) Q Z cc J W a- 2 a C p O U p=zU- (n azo �� QQ �a off O 7d' r Q o z I� 0 0 I U ct$ O W wA x U) o w z 0 0 U a O R lx U) W O� cn C W a % No 77824 STATE ©FAL COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6l1/21 SHEET cs o 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 R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT R302.5.1 OPENING PROTECTION 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, 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 NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD. 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 DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R30THE DWELLING -GARAGE FIRE SEPARATION 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 G OPENINGS IN GARAGE WALLS SHALL THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS S. COMPLY WITH SECTION BOAR302RD ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R70ARE SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S PROM . THE WALL SEPARATION PROVISIONS OF TABLE SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. UNIT EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8 INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD 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). I AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: GYPSUM BOARD. GUARDS' 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN I ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS - O O OS OF OPEN SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT RFLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING EGRESS: SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S 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 CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES (IF APPLICABLE) 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: R905.3 CLAY AND CONCRETE TILE 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 AND CONCRETE TILE SHALL BE IN C THE INSTALLATION OF LAY ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS,M INSTALLATION OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118, 119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOWSILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E1 REQUIREMENTS.i 36 - A 6 MIL 0.006 INCH; 1 2 MM POLYETHYLENE ( 5 ) O YETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT T ACCORDANCE WITH SECTION N M1 C S C O 506.3. AIR SHALL NOT BE O 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. UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT M1502.4.5 DRYER DUCT LENGTH COMPLY WITH ASTM F2090. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE DETERMINED BY ONE OF THE METHODS R302.11.1 FIREBLOCKING MATERIALS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW OPENING CONTROL DEVICES THAT 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2.2. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. STAIRWAYS: CARPORTS. 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: M1502.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF 5. ONE -HALF -INCH 12.7 MM) GYPSUM BOARD. ( MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 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 INSPECTION, IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE 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 R702.4.2BACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING 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 S STAAIRIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL R311.7.5.1 RISERS INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE COMMENCEMENT OF ANY CONSTRUCTION. ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE 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 TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 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. R311.7.5.2 TREADS 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 SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE NS OR GREATER FOR PROPER THE SAME FAILS TO COMPLY WITH THIS CODE. ANY PORTIONS THAT DO NOT COMPLY SHALL BE CORRECTED ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREAD'S LEADING EDGE. THE GREATEST TREAD JOINT EXPANSION AND CONTRACTION, ASTM C1281, AAMA 812, OR OTHER APPROVED STANDARD AS AND SUCH PORTION SHALL NOT BE COVERED OR CONCEALED UNTIL AUTHORIZED BY THE BUILDING OFFICIAL. HAZARDOUS LOCATIONS: DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 APPROPRIATE FOR THE TYPE OF SEALANT. FLUID -APPLIED MEMBRANES USED AS FLASHING IN EXTERIOR MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE FOUNDATION INSPECTION NOTES: R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: EXCEPTIONS: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 2. DECORATIVE GLAZING SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 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 LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.EXCEPTION: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO .2 GLAZING ADJACENT TO DOORS. GLAZI INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN 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 AT THE SILL EXTERIOR WINDOW E I FLOOD ZONE REQUIREMENTS: PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED SLOPED IN SUCH A MANNER AS TO DIRECT CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR MECHANICAL AND HVAC: 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 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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. REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN SWINGING DOOR. THAN 38 INCHES (965 MM). PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE EXCEPTIONS: EXCEPTIONS: 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. 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 AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (956 MM). 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 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. w wz0= I- O� >(r<0 w Z) p H �Uwo < Z) cr >LLI W tr cr_ Ir Y O 1- Z 'd LL O O U) ZZZP:uj Z_ � J Q � J wIL � (1) 0 Q =ZLL(n < c (� � F- 0 w O O � O r� V O w 0 w O u z z O CL O_ Ix U w 0 i oa I i Z I C E N st , A j P40 77824 STATE OF ''ate, fL`�; •�� ORIOP •"r�� t . COMMUNITY; LINKS AT CALUSA i SPRINGS E PLAN # 6101 I RELEASED: 6/l/i SHEET i GS.2 i 3-SIDED ACRYLIC SURROUND 0 O Gi 11 2 A5.1 I I 14'-8" *35 SH ;3") EGRESS I • 12'-0" 6" 11 1_O,, STUCCO WRAPPED — — — — BEAM @ 7'-8" ❑ STUCCO WRAPPED a 4X6POSTS aF, I u LANAI 8'-8" CLG. o m MOISTURE RESISTANT DRYWALL CEILING Z 9'-411 6068 SGD TEMP. 1.1 10'-0" 35 SH XFER r 3'-$" 15'-2" GRILL :,K r � 18'-6" �`O RkC AHU ON STAND 0 30" AFF GREAT =—IN - --IN ROOM CV c CV 8'-8" CLG. T -I co OWNER'S ire RETURN AIR GRILLE SUITE 8'-8" CLG. rlcv (4)12" SH ADD 7/16" OSB TO 5'-12" M MECH. CLOSET PTRY CEILING FOR FIRE DRAFT STOP E Lo 0 v rIN OW ER'S : i i 8'_41„ -' 31 2 00 o cy)2 BATH '�bN _ _ _ ; ; N co `x� cn ° fry 8'-8" CLG. zo r - - - '-0 3,_3,. 4'-11' = g , „ II o II I� r-co � L —JI3 Tc') CV m C7 CO O I i� co T C7 _ �� jsb' (V (o ' 8 T ti O x KITCHEN --___ N DINING 0 1 1 i 8 8 CLG. _ c,�68 Ltl 36" HT. FLAT AREA COUNTERTOP WC C'7 I i I 1 �� 1 �� 1« i 6'-42 3 -5 8'-8" CLG. N OS WIC 1 I I I - Im - 8'-8" CLG. - I — i t p 8" ^ I 1 �� _1 ' 11 8-8 4 �� �� ' 1 4-9 2-4 10-52 �I on I �, I I I REF _ WATERLINE — I &S HI &LOW I I i EF. SIN I _ r L---------- -- ---- I� W0 — cc I M CL o w = BEDR OM 2 rN i LAUNDRY F_ — i BEDROOM 4 (o co 8'-8" C G. - CV i m 8'-8" CLG. �68 8'-8" CLG. x N i� WASHER WI I M -1 CL I BOX P_ _— '-IN I IN �N i DRYER iv I VENT *- T SIN Lo SH / Lo-_ 21 -712 10'-2" a)r6� 6'-82" 5'-22' 12,_9op 2„ 1- m �2'- 52 (N XFER GRILL 4'-62" _ XFER GRILL HALL HALL BATH CV WH 2868 SC W/ 8'-8' CLG.. r'6 w s 8'-8" CLG. a 0 � CV SELF CLOSER 18'-10" 5�_81 �� 2 I �_ 1„ m „ mLu 3 92 0 I LAV - ❑ m ol 2'_0" r , q I_ �- 22" x 54" ICO FOYER o O ATTIC ACCESS WC g'-g" CLG. I=i� 2 CAR GARAGE ❑ ; c;Ilt r I CV �CL - 8'-8" CLG. Y I ----------- coR&S -- i m 12 '— CL 1/2" CEILING BOARD °C I °C o m cV ABOVE cV J" WALL BOARD ON c'cp6, 3'-2111 6RS GARAGE SIDE PROVIDE cL� INSULATION AS REQ'D o�O� 2'-4" 6'-8" o 0 XFER N 2" CONCRETE GRILL CURB BEDROOM 3 8' 8" CLG. F---------------------------------------- -� ENTRY I I 8'-8" CLG. T I 00 I I I HEA ER @ 7'-4' . I 16070 GARAGE DR. `�\ i *25 SH (37"X63" EGRESS) 1'-0" I 16'_0" I 21_011 4v_4" 81_411 5 -011 lo 20'-0" 5'-4" 13'-4" 38'-8„ I� FIRST FLOOR PLAN SCALE: 1/4"=1'-0" 22"x34" SCALE: 1/8 "=1'-0" �11 "x17"� IN Ib T m Lo co � O o Lo �w N co X r- C) a� N 0 0 TIDED RYLIC RROUND LEGEND SYMBOLS A BUILDING/WALL SECTION SHr MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE UT ELEVATION STEP BRKX FLOORING BREAK WALL TYPES O 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 SOLID SURFACE BRACKET SPACED � n 1" O.C. FOR COUNTERTOP OVE6RHANGS GREATER THAN 10" TOPPLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. BASE CABINET AS ^' BD. PER SHOP DWGJ iv WD.BASE SUBFLOOR MOLDING FINISH FLOOR F OFINIOR�SH ] I-' 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 GINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT 74" U.N.O. o CV �! w }=oC y00� } >cr<0 W :D U) = Imo— � J :3 cc Y O F— Z ,,dLLOOv) Z Z Z ~ Z_ CCJ Q � J cr CL Z: �cnp0Q �=ZLLcn �I—QZ� Q o Q 0 o a a V 0 O O Flow oon" z LLW littt— 0 0 O U) W G ; U od La I rno 1< a a ` ' No 77824 STATE OF 41 ZZ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET Am 1.1 �I _ RAISED STUCCO- 1'-0" WITH SAND FINISH ,FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR 4" 4" WIDE STUCCO BAND (+1) U GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) We 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 51 r-- REAR ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") BLDG. HEIGHT ROOF SHINGLES PER 1'-O" 8'-O" COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 5 r� 5 BAND (+1) o HEEL HIGHT 4" WIDE STUCCO 3 BAND (+1) dM All ` , - MIoO T.O. MASONRY T.O. WINDOW T 4" WIDE STUCCO rlEl Ll BAN D 1 I 18" DECORATIVE _ FOAM SHUTTERS 00 00 4 WIDE STUCCO BAND(+1)- 2 2'-0" STUCCO "25 SH BAND RETURN N FIN_FLR_� -- -- -- - - -- - - -- - -- -- -- -- -- - 16070 GARAGE DR. 3068 FRONT ELEVATION 12 5 CRICKET SCALE: 1 /4"=1'-0" (22"x34' SCALE: 1 /8"=1'-0" (11 "x17" 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 C 1063 (CURRENT EDITION) w }_CC � 0°� >1=<0 W Z) cl F— (nUWIll ��>a Z) � a= Y 0 - Z od u. O U)Zzz _O ~'Z cci<�J Lu cc J (n p O C) �2zLLU) �I-azo Qo O g H U) z 0 0 w U w 0 w Im m< 41 w cq 0 a 00.1 x z 1--" 0 z o a A O_ rL w U) W U) 04 � o Q ' No 77824 1 ' STATE OF //ljl o� IAL ; 0���� COMMUNITY; LINKS AT CALUSA SPRINGS PLAN#6101 RELEASED: 6/1/21 SHEET A*42.1 12 51 co 12 51r--- 12 51 r— "I I I _ *25 SH 35 SH 2,_0 RIGHT ELEVATION SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" (11 "x17") 12 -7-115 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 _---I 15 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 51 F--- 1,_0Iw --- ?ol —El Ll— *25 SH 2,_0„ LEFT ELEVATION SCALE: 1/4"=1'-0" 22x34" SCALE: 1 /8"=1'-0" (11 "x17 00 PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH r;,:x-_ .< %i:•: TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C 1063 (CURRENT EDITION) w }_Ir �o °~ } >cr<o W::)pl— Lu C/) 0 w < F- =��a �z0Oco W Z W J Q _ tZ -i U p 00 :D — Z LL U) Q z p �a ooff C O �Q Q 0 z O 0 O U O > � w as � w w � A O M-i U) f--w O IL 0 O_ 0: U U) W 0 U) 04 � o O a * ; No 77824 `. M `V 6 :. EOF COM : LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET Am2.2 Y ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. 1 153 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SQ. 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 R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 ROOF PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" (11"x17") W >__cr_ 0 0 F- LLJ >oWC¢0 WpF- (�UW W QmWF- _ J Z) CC Y 0 F- Z '6LLO_Ocf) Z Z z F— Z I Q2_j aw Ir 0- cnpOU =ZILL (_n � P < oC � Q o O � Q H O O Z U o LL � O 0 0 z O A O_ U t W ❑ r O z Z O 4 � o o 14 � _a No 77824 STATEO �"b ✓j ff r� 0 § AL COMMAIM LINKS AT CALU A SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET Aw3. I 0 Z W Q Z Q 0 U) Z g w U) w c� Z Q _ 0 06 U) Z a w w _ 2 A5.1 i T.O. V T a FIN. FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1/4"=1'-0" , BUILDING SECTION SCALE: 1 /4"=1'-0" m GOOF TRUSSES (SEE SHEET FOR DETAILS) _ T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN IN ir uj Lu �00� } > oC Q 0 LLJ F- cntr Uww Q�Wf -- 2 Q > Z) c Y 0 H z .6LL00C/) zzzpz cl: Q J wrZ=cam �cnp0Q �2ZlLc_n �F-Qz0 O � Q z 0 O I� U U w O (J) I � A o D M z O ICL Ot: It U) W cl VI O d (n G • , a a No 77824 ' STATE OF CO ITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET z n z D z r D r z z Q r D r D i z Q z_ J D r 1 .0 r JJ z r Q n z Q r n z g n 12 7�SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. 1x PT DRAPE BLKG - ABOVE WINDOWS 1/2" G.W.B. WINDOW PER PLAN GYP.BD. WINDOW SILL 1/2" GYP. BD. OVER RADIANT BARRIER INSULATION (R-4.1) ATTACHED TO 1x2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 12 R905.1.1.1 (SEE SHEET CS2) 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 OF TRUSS - REFER TO OF TRUSS - REFER TO STRUCTURAL. STRUCTURAL. gL TOP OF C.M.U. TOP OF C.M.U. (REFER TO ELEV.) (REFER TO ELEV.) I 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA EE BD. WALUM DRIP EDGE EE BD. WALUM DRIP EDGE EL V. E V. 1/2" (MIN.) -- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS (J" TYPE'X' GYP. BD. MANUF. SPECS 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL PLAN PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE h 0'-0" FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @ WINDOW SCALE: 1/2" = l'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ J" GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD 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. GYPSUM — GYPSUM BOARD BOARD Z 3 CL GYPSUM _1/2" it w GARAGE a BOARD NICHE FOR ELECTRICP PANEL & WIRING N ih ELECTRICAL PANEL ELECTRICA PANEL (V `D EXTERIOR CMU BLOCI WALL N CONCRETE CONCRETE CURB REFER CURB REFS tv_ TO PLANS TO PLANS CONCRETE - SLAB ON GRADE GRADE AT GARAGE FLOOR 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT GARAGE SLAB, DRIVEWAY PER COMMUNITY SEE STRUCTURAL 4 SPECS PLANS OIL 0'-0" SLOPE J SLOPE FIN. FL. --FOUNDATION M PER STRUCTURAL DRAWINGS WALL SECTION P GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC FLOOR REFER OR SECOND LIVING SPACE TO PLANS T.O. M Z n- � w � I I 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 (V il) co CV N L L ----TjL ,R 1'-6" ..... 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 IY W _ Ir uj �00� >�¢O LUC)� U) ui _ J > Z5 cc cc IY Y O I— z 'dul000n zzZizz ui Q Q � J LuQ-_cc0- �Cn000 �2Zll(_n H Q z 0 N � G Qo O H cn z 0 0 u w U) l� V j 0 I 41 0 0 U 0-i M..� a z 0 a O_ 0: U U) W U) O� c 0 t r I No 77824 * STATE OF ll;f I II►�1\ COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET Amy*2 WOOD SHEATHING 60 MIN. GRADE D PAPER BACKED LATH OVER BARRICADE PLUS WRB (OR APPROVED EQUAL) 7" THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB & TAPE OVER ROORWALL 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 ROOFCEMENT 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. WDDG 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 TO 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 I— WRB APPROX. 1-1/2" ABOVE SHINGLES IFU ROOF/WALL SCREED g coo 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) w 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 0 FOLD INWARD @ PT. A STEP 3 7 mo FOLD @ 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 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 x w } 2 � LLJ LLIZ �00� wowC¢0 p F- (AQwW J � � Ir cr °ZSzZLL Fw W¢2_j 2 Ir _ �cnp0Q = Z LL U) P Q ? G1 Q o O � Q U) wi 0 w 0 L) Z 0 '-' LL M-i om 0 41 0 cm a � a 0 w z � z 0 o, 0 cn w G z z oa cci •••� No 77824 , �• STATE G ; � Of , /4'ncC+S, FL 0 R` O COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET GYP~ 1 FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11"x17") 2" PVC CONDUIT 2-2/0 COPPER O OR COPPER OR 2-4/0 ALUMINUM 150 AMP 42 nMETER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� 1 ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH THREE-WAY SWITCH 14 FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE ow VAPOR PROOF LIGHT FIXTURE +c 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 so SMOKE DETECTOR i 4 TELEPHONE (OPTIONAL) l TELEVISION (OPTIONAL) ELECTRIC METER = ELECTRIC PANEL -� 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. LUMINAIRES 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 ir Lu CC LU LLIz0= O > oc ¢ 0 LuQH ir Lu U) 0 uj a=W� �crcr� Y O H z LL 0 _O zzz~_z J Q � J uj 0- �c)pOU = Z LL U) M H Q z E �r N c n Q o O H U) z 0 a U 0 MQ 0 U � w 0 I w z 0 CL O_ 0 U) W 0 cn Od � o Z a<aaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/i/21 SHEET Em 1. I 0 0 z a z J w 0 w FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" (11 "x17") cr W uj �00� } W OC¢0 0 1-- cc UWw c) w Q � i--- = Cc < Z) Ir Y O I- z �U-00� zZzF- z i Q � J w 0- 2 cc0- J p O U � 2 Z U- U) H Q z n a o 0 z 0 0 o a 00 � w o z w � a 0 a) z o U) (L :D 0 a U) W 0 04 r o lzZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 6/1/21 SHEET P"l.I YA50NR'' LINTEL A55EMBL I E5 5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO I '+� MIN. (U GOURSE/BOND I I '+ - MIN. (1) GOURSF_BONO 4J LI BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL �Rour CROUT BOTTOM REINF. ,,, PREGA5T LINTEL W PREGA5T LINTEL w/ -�-�-t- EMBEDDED REIN. _" EMBEDDED REINF. MB-1 MB-2 i 'r-L- TOP COURSE, IF TOP CORSE, IF I L4J 1 m� I LQJ i I I REQ'D PER ARCH. I 1 RE -QV PER ARCH. TOP REIN. OR CONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REQD GROUT BOTTOM REINF. BOTTOM REIN. --_= PRECAST LINTEL w/ EMBEDDED REIN. I a• I PRECAST LINTEL . t--t Eh18EDDED REIN. MB-3 N 'I F MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 SFS-OB/OT ----- ----- MB-2 SF8-I5/OT ----- (1) #5 MB-3 BFIb-IB/IT (1) #5 (1) #5 MB-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW SHEET L 1ST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P1355-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN&TH5 IN 28 DAYS, U.N.O.: Fc = 2,500 p51:....... FOOTINC75 2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 p51 ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON GRADE5HALL 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. • HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE • GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARES AS POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF 51-06. ELEMENT 3"xO.131" NAILS 3"4.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (5) TOENAIL5• SOLE PLATE TO JOI5T/BLK'6. (5) NAILS 0 4" o.c. (5) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO 5TU5 2 NAILS 3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS o 6" o.c,.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLICE q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP o GORNER5 $ INTERSECTING WALLS (2) NAILS (2) NAILS • 2,V2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B NIND IMPORTANGE FAGTOR - 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT L 15TED HERE REGU I RE5 FORMAL EVALUATION 4 APPROVAL FROM M+K 5TRUGTURAL EN61 NEERI N6. EXTERIOR $ SHEAR HALL SHEATHING SPEC I P I CATI ONS INDICATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC, 15/32" PLYWOOD OR OSB FASTENED w/ PI 2Y211xO.131" NAILS @ 69" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2,V211xO.13111 NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ ? "xO.131" NAILS o 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"xO.131" NAILS 0 Ib"o.c. USE (8) 3Y2"x0.131" NAILS 0 EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 7. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR SHEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 32(( SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL t5/' THICK, APA RATED SHEATHING % EXP05URE 1 055 OR PLYWOOD PER ACCORDANCE WITH THE UL DESIGNS SPECIFIED. Window 4 Door AI owab e Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®® OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +15.5 P5F/-20.q P5F I6Garage Door +11.1 P5F/-Iq.7 P5F +11.1 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 %F/-26.4 P5F 50 SOFT. +lq.O %F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.5 P5F/-17.6 P5F mEnd Zone la defined a5 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 7-16 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 SHEATHING SHALL BE 7/169" MIN. 055/PLYWOOD SHEATHING 244 EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"4.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF ANSI/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16. ALL UPLIFT CONNECTORS AND LOA05 PER THI5 DRAWING 5HALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 f ---- --- .._. -----INDICATE5 1/8"A" SAW GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DESIGN LOA05: 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 o SLEEPING AREAS = 50 P5F 0 GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F o GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED RI5K CATEGORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR 5YP#2 o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL 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. STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS 0 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS 0 b" O.G. ® EDGES $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPIGAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L51- - Fb=2325 psi; Fv=310 psi; E=1.55x10'b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS 0 8" OIG OR 2 ROWS Y4"x3Y2" 51MP5ON 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o lb" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5CREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55L0K 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRUSS 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 SHEATHING SHALL BE 25/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS 0 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL STAIR GONSTRUGTION NOTES • (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) SIMPSON A35 CLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 Y2" LONG TAPGONS. • FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING ON TREADS. • SEE STAIR FRAMING 5EGTION FOR MORE INFO. seal:G. ��®111111iillll�� No 77824 �. ' ^ STATE OF � r 0 '. © copyright. �WERNK�I i Structural ngineering, Inc. 0 cD Z JLU W W Z �z z W J a Z� U WF- r� JH z W y W oc 0 rn d aCS c =o co m � > �g CO 0 o cry m �h o co N n. M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB MJT 05-28-21 REVISIONS: date: initial: W 1-- 0 z J d U H sheet: JUN 01 2021 I a 0 J 0 2 F- Z 0 n. 0 Q x 0 _1 J.L U z x GL 'Q J r'Q V < 0Z J J SW0.0 seal: CFNsF-,,� % • ® INTERIOR BEARING WALL No 77824 • _ _ _ _ = BEARING WALL ABOVE', sTaTs of;' Ali " • BEAM / HEADER ,iC)'+` PATIO SLAB: 3 y2" GONG. SLAB ON LOCATION AND EXTENT OF SHEARWALL ;, .... v-% ©copyrig ��ULt280 tural 15nbineenng, 12" WIDE GONG. TURNDO I ( 6RADE (2500 P51 7--7:7:71 EXTENT OF OVERFRAMING u Inc. _N EXTENDED MIN. 12" BELOW I I MIN.) N/ 6x6-W1.4xW1.4 l_—__.-1 � C7 ZFC o 6RADE I I MESH OR FIBER MESH o •�---INDIGATE5 1/5"XI" 5AN GUT GONTROL JOINT °; ON 115% GOMPAGTED o - W N Z c FILL OR VIRGIN SOIL. INDIGATE5 LOCATION OF REINFORGED GMU GORE Z I (5EE NOTES) a < 2 I 7 q HVAG � � METAL HANGER LU + SDI 3 y2 STEP I UNIT � < � � a BLOCK NG UNDER P05TEOR JAMB ABOVE. _� c- — 1 �1 �� �� REFER TO 5-O.O FOR T"rPIGAL LLJ m 2 -8 6 -2 I I -10 I E Z a I 5TRUGTURAL NOTE5 5GHEDULE5 a i J OM Mo i g I 0 MELU • y m` I cc M Cl 2 i � I i SD- I I i I I I • I _..._ _.....__ ._ _ __ -._ ---- _--------- ------ _._,_._... _- w......__ .._ -_. -...._ _._..-... M&K project number: i I I 068-2001 1 I project mgr: J S B • drawn by: MJT I issue date: 05-28-21 � m I I I REVISIONS: date: initial: NOTE: REFER TO BLOGK I ' PLAN FOR ALL DOWEL i JUN 0 1 2021 o I LOGATION DIMENSIONS. ( o ..... ..... mA . .... _---..__...n I ct Q, I � I i 2 5D-I L__ I -----'3y25TEP------ -� I I 4 ; 4 I I 0 I 5D-I 5D-I I — 5 I 3 Y2" STEP 5D-i I I• LL .) onI 7 I I GARAGE SLAB: SD ,� U? 3 )/2" GONG. SLAB ON GRADE � I I - I U J (2500 P51 MIN.) N/ 6x6-W1.4xW1.4 3 Y2" STEP nn Z _._.. _ ...- -I.. '- • ' b. _ ......._...o __. __-.._._....-.....w _....-...._.. _�......... MESH OR FIBER MESH OVER (b011 \ l� MIL. POLY ON q5% GOMPAGTED I I 0 LO FILL OR VIR61N SOIL. I 6 5D-I Z ' a I I d z I n 0 a o L--------I--------J N U) . 0 Z 0 2r% (n 5D-I 5D-I sheet: 20'-011 5'-411 I SLAB PLAN 35'-8" I SCALE: 1/4"=1'-0" (2244 SHEET) SCALE: 116'*'-0" (110 SHEET) Fm1 ,0 Ix I r— I t— 1 0 2% r 4'-611 5'-1 1/2" 5-0 1/211 6'-211 3'-211 4'-611 4'-2" MB-1 MB-1 MB-1 i d- 1 i LEGEND • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- .-.-.7`1 EXTENT OF OVERFRAMIN6 • - INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORCED GMU GORE El (5EE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL PETA I LB REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M5-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8F16-I13/IT (1) #5 (1) #5 MB-4 5RFI4-I13 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS AS REBURIED. 5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW YA50NRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO ii-- +�— MIN. p) COUR5E/BOND I 1 }� MIN. 0) GOUR5E/BOND LQJ i BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL. GROUT 6ROUf �..' . 4.. BOTTOM REIN. a„ I FREGA5T LINTEL w/ I a. I PREGA5T LINTEL W EMBEDDED REINF. REIN. MB-1 MB-2 +� TOP GOUR5E, IF ILL —I TOP GOUR5E, IF I LQJ I REQV PER ARCH. m I LQJ I I }' I I REQb PER ARCH. �----' TOP REIN. OR GONT. CON' BOND BEM BOND BEAM REIN. REIN. A5 REQ'D 6ROVr 6ROVr _ BOTTOM REIN. • 0. BOTTOM REIN. -- PREGA5T LINTEL W 4EMBEDDED REIN. PRECAST LINTEL W/ - �� EMBEDDED REIN. 43-3 ry MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: ``,\ttllirl/;, No 77824 4—; -- STATE OF ; 0 © cop(r( ,;ti` f �fractural. Engikl�eling, Inc. az Z J� w w Z c cD °" z J L Q � ZI'i ZZI W VE E a a� Jz M CD W Y p o 0 CA m W c NI = M d IV M&K project number 068-200 1 1 project mgr: J S B drawn by: ]`J[, J T issue date: 05-28-2 `I REVISIONS: date: initial: d Q 0 LL L� rU) 0 0 o i T T I••I..I z I 0 W LO MB-1 MB-1 0 MB-3 I_61_Loll O�� 10�I U �J 5 �_2 �� 3 �_2 �� 51_0 �� 0 a d 20'-0" 5'-411 13'-411 N U? 551_811 0 I— �e M Q J �1 BLOGK PL?N sheet: SCALE: 1/4"=1'-0" (22x54 SHEET) SCALE: 1/6"=1'-0" (110 SHEET) Fm2.0 PPAV I AKIAI T—)0 1QQ=r-) RGAMG. O O O o w L. o � �- H o0 w LL W �,n6 �o LL N O fY LEGENP • ® INTERIOR BEARING WALL • _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL EXTENT OF OVERFRAM I N6 L--'-J •- - - ----INDIGATE5 I/5"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORGED GMU GORE ED (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOCKING UNDER POST OR JAMB ABOVE. ROOF �RAMING PLAN SCALE: 1/4'*'-0" (22x34 SHEET) SCALE: 1/6'*'-0" (110 SHEET) ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT GONNEGTOR SGHEDULE FOR ALL ROOF TRUSS GONNEGTORS. • ROOF SHEATHING SHALL BE 7/I6" MIN. OSB/PLYWOOD SHEATHING 2a/6 EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RING SHANK NAIL5 (RSRS-01 OR EOUIV.) ® 6" O.G. AT PANEL EDGES & ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE 5LOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED ED6E5. • ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPEG I F I ED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I "GUIDE TO GOOD PRACTICE FOR HANDLING, I NSTALL I N6 4 BRAG I N6 OF METAL PLATE GONNEGTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 6 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"x0.131" NAILS ® I6" O.G. UPL I fT CONNECTORS BEARING CONDITION TRUSS GONNEGTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 5IMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GONSTRUGTION". MrtK HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE--I-16. ALL UPLIFT GONNEGTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR SPEGIFIGATIONS AND LOADS SHOWN ON THE SHOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: •�;`�,�`tlEiill� G. Fp,��ff, i No 77824 STATE OF © copyriotVA.HIE9N;&XLP F ! Structural Q rf6enpg,'Ir�C. ,.. , . az z JLU w w Z c z '- w a J Q N � Z= Q� A c E CC w j T 0° E .L a a • a =J W � H 00 Y C y M Uh Y.1 C N cc M a Mr 7 M&K project number: 068-2001 1 project mgr: J•SB drawn by: M�JT issue date: 0 5-2 8-21 REVISIONS: date: initial: CD z LL 0 0 sheet: Lot.," c O d 0 0 LL J W U� � Ca z � 0Cn n a H z J a O � a IL �r N Q Y J� J Sm 1.3 FILLED CELLS (5EE PLAN) IJVV rNIN1..rN F —1 GONG. OR PAVER GARAGE WALL DRIVEWAY BEYOND GARAGE SLAB In 4: I_ (SEE PLAN) I6"x8" THICKENI E06E W/ (2) #5 CONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: NTS 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 50" GROUT CELL 5OL11 Z� f 7— (z O _ GRADE —I I 1-111- IY 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" GROUT CELL SOLID R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) I I 11=1 0 GRADE —I III —I I —I I 1=11 i- e ad '° 1—I I —I 11=1 11=1 `Y' =1 I I=1 1= c III o —III— `' I I I III —III —III- —I I m l l l III ° I —III_ 1) #5 DOWEL W/ 6" HOOK AT VERT. WALL REINF. 11 111=III=111 1 I (5EE PLANS FOR LOCATION) GLEAN GOMPAGTED FILL ®q5% Hill —11_I MONOLITHIC FOUNDATION STANDARD DENSITY TH WI W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE W (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS FOOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" WIDE GONT. GONG. GURB 8 GMU BLOGK— BEYOND EXTERIOR DOOR /,,n 6ARA6E SLAB MTL. THRESHOLD (5EE PLAN)SET IN SEALANT 4 d III —III III —III PAVERS (5EE PLANS) e � III —III III —III —III —III —III —III —III-' ' '=1 I I=1 a W El I lei ii (U #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. III—� I III —I 1-- IIII I (5EE PLANS FOR LOCATION) =III —III —III —I - GLEAN COMPACTED 11"' III=I I I= FILL ® 15% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4" WIDE W (2) #5 BARS I -STORY: I'-0" WIDE W/ (2) #5 BARS GA�t6E CURB DETA I L SCALE: 8" GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB SET IN SEALANT (5EE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) PER MANUF. —III-1 I I-1 I1 I I I —III- (Y I —III ° III —III —III —III_ �—III—I � III —I I I I —III —III —I I I e ° i_I m III ° d I Ed I 1=1 I LU m y I I I I III —III —III I � I— Ill 1=1 II I 1—'''- MONOLITHIC i lII F UN I N W/ (2) #5 GLEAN COMPACTED —11 I= O D AO T FILL ® 15% STANDARD WI TH GONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 I -STORY: I'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5WIN6 4 561; POURED BILLS DETAIL R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) � d � —I 11 a III=1 � III=11 e II=III= Wil ICI I� MONOLITHIC 71TIM III III=III 1—� FOUNDATION W/ (2) #5 GLEAN COMPACTED — FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED ��2-5TORY: 1'-4" WIDE W (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS ENTRY DODR DETA I L 6 SCALE: NTS 8"x8" THIGKENED SLAB W/ (U #5 GON 1. DTHIGKENED EDGE DETAIL 3 SCALE: NM 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP w/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLAN) z I I EXP JOINT v en �NAI SLAB R4.1 FI-FOIL OR EQUAL OVER %" FURR STRIPS -PER BUILDER HOUSE SLAB (5EE PLAN) = _ 1) #5 DOWEL W/ 6" HOOK AT III=III ALL VERT. WALL REINF. =III=III= \_MONOLITHIG (5EE PLANS FOR LOCATION) GLEAN COMPACTEDFILL ® q5% FOUNDATION STANDARD 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 BARS EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL R SCALE: NTS Y2" 6YP. BD. EA. 51DE OF 2x4'5 ® 16" O.G. Y2" J-BOLTS 6" FROM EA. v END OF WALL AND SPACE ® 32" O.G. 2" (6" MIN. EMBED) —�, STUD PLATE TIES PER } PT BOT. PLAN ® STUD TOP 4 PLT. BOT. a e ° O d. • ° ° d (2) #5 5 GONT. W/ 8" 8" 3" MIN. CLEAR UPLIFT CONNECTORS SUCH A5 STUD PLATE TIES, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJE6T TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARAGE STEP DOWN DETAIL SCALE: NT5 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (5EE PLAN) 30" 6ROUT CELL SOLID z Q d ° d ° ` o 41 .RADE ° I � I I —III —III —III III —I —III —III —I 1 ° AII1=1II-1II-1Il e° e° I1=1II—II1=1I1= III=III- — =1 I Pi III —III III=III=� — PVG CHASE SLEEVE TO BE _ e TWIGE THE DIAMETER OF 0 11=1II—III—= _ =III —II ' III III —III —III =I I 1 PROTECTED PIPE GLEAN COMPACTED 11 FILL ®q5% MONOLITHIC FOUNDATION STANDARD DENSITY W1 TH W/ (2) #5 GONT. ON CHAIRS 2-STORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 HE DETA I L 8 SCALE: NT5 seal: y W 77824 � '4 STATE OF •. �ORiOP'��� © copyrighM;V � �\ StruAurgineering, Inc. z z JLU w W Z o '— z W Q Z= � Q � UJ cry E � = 00 E Q J— > 1 a Z DW p -0o Y aP o y 2 W M C N C CM O. M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 05-28-2 `I REVISIONS: date: initial: 1 JUN U I zuz1 sheet: Ar Z d 0 J LC. J W N � Ca z � o n � a Z0 J � U Q- N to C� ~ Z J J SCALE: NTS SDml FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %"x0.113" RING SHANK NAILS ® 6" O.G. w z< 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 SEE UPLIFT CONNECTOR — 5GHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM W/ (1) #5 CONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 PROVIDE 50LID SHIM BETW'N TRU55 8 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT GONNEGTOR, REFER TO TYPICAL RETROFIT DETAIL P. It SEE UPLIFT GONNEGTOR SCHEDULE ON PLANS FOR i GONNEGTOR SPECIFICATIONS I SECTION TRU55 OVERFRAMIN6 PER PLAN —� 94E_7311% PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM ROOF TRUSSES PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF) EACH TRU55. VERT WALL REINF. TO EXTEND INTO BOND BEAM 2xbxl2" OR CL OF OPENINS 2X8XI2 P.T. CENTER BUCK DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUCK EACH SIDE OF OPENING -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %," DIA. J-BOLT W/ 5Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH SIDE OF DOOR. PROVIDE I Y2"x3,f6" THIGK WA5HER W/ EACH ANCHOR (I5T BOLT TO BE 8" MAX ABV. GURB REST EQUALLY 5PAGED APPROXIMATELY 24" O.G.) START BOLTS AFTER GARAGE CURB (8" MAX) K GARAGE DOOR BUCK DETAIL SCALE: NT5 PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I YY FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO PROVIDE 50LID SHIM BETW'N TRU55 CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. 2x FASCIA -SEE ARCH rL FA5GIA WITH 2 3/b"x0.113" FASTEN EXTERIOR 5HEATHIN6 TO 2x4 —� RING SHANK NAILS ® 6" O.G. BLOGKIN6 IN EA. TRUSS BAY w/ 2 Y2"x0.131" SEE UPLIFT CONNECTOR NAILS ® 6" O.G. — SCHEDULE ON PLANS FOR _ • CONNECTOR SPECIFICATIONS FASTEN EA. 2x4 BLOGKING IN EA. 2x6 FASCIA TRU55 BAY TO BOND BM. w/(4) -SEE ARCH HILTI 0NI12P8 PAF'a REINF. MASONRY LINTEL/ BEAM - SEE PLAN FOR 5PEGIFIGATION5. FASTEN EXTERIOR 5HEATHIN6 TO — 2x BLOGKIN6 w/ 2 Y2"xO.131" NAILS ® 3"O.G. — CONNECT EACH END OF 8" GMU BOND BEAM w/ MA50NRY LINTEL TO TOP OF (1) #5 BARS GONT. PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPECS SECTION VALLEY SET OVERFRAM I N6 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BEL01 WITH (1) 51MP50N VTGR 24" O.G. MAIN ROOF TRU555 TYP I GAL OVERFRAM I NCG CONNECTION DETAIL SCALE: N.T.S. �— BOND -BEAM — f—GONTIN. PRECAST HEADER —�� 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW 51LL, OR EQUIV. OR EQUIV. EA DOUBLE WINDOW MA50NRY PIER DETAIL L SCALE: NTS TRIPLE WINDOW SIM. �17R01=1T DETAIL 3/4"=1'-0" SECTION ALL LAPS IN MASONRY 25" -RUNNING BARS #5 BENT CORNER BAR GROUTED CELL TYP. CORNER VERT. WALL RE I NPORC I NG DETAIL SCALE: NTS SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU W (4)Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOGKING FIT T16HT TO ROOF TRUSSES ® EVERY OTHER BAY FASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES W (2) 3 Y4"xO.131" NAILS ® EA. END. ROOF TRUSSES -SEE PLAN UPLIFT CONNECTOR -PER SCHEDULE ROOF TRU5 -SEE PLAN (2)3 Y2"x0.1� 8" GMU BOND BEAM wv (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER 2 3/WxO.113" RING SHANK 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 SECTION SCALE: 3/4'=1'-0" NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MASONRY W/ (1) ROW OF %"x4" TAPGON5 6" FROM EN05 AND 16" O.G. MAX. TAPGON5 TO BE I Y2" MIN, FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. 5TRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THIS CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUGKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS STAGGERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXING OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FASTENING) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUCK W/ (2) ROW5 OF 2 Y2"x0.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER WINDOW/DOOR MANUFAGTURER'5 5PEG5. W I NDOW/DOOR BUCK DETAIL SCALE: NTS NOTE5: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). 2. PROVIDE 3/4" DIA. HOLE FOR SEE TYP. FOUNDATION DOWEL, BLOW OR BRUSH GLEAN. DETAILS FOR ADDITIONAL 3. FOLLOW MANUF. INSTALLATION INFORMATION NOT SHOWN INSTRUCTIONS. HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE LOCATED PER PLAN DRILL 6" INTO EXI5T'6 Q IN GROUTED CELL SLAB, EPDXY DRIVE I #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I 0 z — I f 1z a 6RADE I=1 I —III —III —I I. -11=11=III=1 ° a,d —III—I � I —III III=1-1 a a=1=1 'i—ICI I�1 1-1 T III —III —I � 1- 1- 1 11=1 � 1- , - M 155ED DOWEL RETROP I T DETAIL SCALE: NTS SIM. • GMU STEM POR DROPPED 6RADE 4x6 P.T. POST PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, a" MIN END LENGTH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO POST CONN. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN 5PEG I F I C AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal �0\01111/11/ .;� 6, /fees No 77824 , a •'. STATE OF %I41U .Z © copyright : MULHERN & KULP.. structural Engineering, Inc. a z z_ w w Z c c0 M Z w J a 2 Q Z= QQ U 4 UJ =—, m E Q Z > 1 o W � V y 00��i Y o CA W M c N C. M G. M&K project number: 068-2001 1 project mgr: J S B drawn by: MJT issue date: 0 5-2 8-2 `I REVISIONS: date: initial: sheet: < 0 J LL J W � (D z 0 IL z d U a N to � Z C] � J SDN2 A L 1_ I I 1 I 1 II 1 PERMANENT ROOF TRU55 BRACING NOTE5: (51N(7LE FAMILY HOME OR TOWNHOU5E GON5TRUGTION, WITH ROOF TRU55E5 5PAGED NO MORE THAN 24" O.G) I. WOOD TRU55E5 5HALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDIN6 COMPONENT 5AFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAINING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2006 EDITION). 2. TOP CHORD BRACING: TOP GHORD5 SHALL BE BRACED BY DIRECT -APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRJ55 OR TO PURLIN5 FASTENED TOP CHORD, CONTACT M4K FOR BRAGIN6 DE516N. 3. BOTTOM GHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIRECT -APPLIED G.W.B. GEILING 4. WEB MEMBER BRAGIN5: THE TRU55 MANUFACTURER 5HALL INDICATE THE TRU55 MEMBERS (WEB5, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON 5HOP DRAWING, UTILIZE 'V OR 'L' BRAGE5 (REFERENGE BG5I-53 FIGURE5 53-IS 4 53-Iq). 5HOP APPLIED REINFORCEMENT PER BG51-53 FIGURES 83-22 4 13G-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE SIZE OF THE WEB/VERTIGAL MEMBER. • 'L' 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LENGTH OF THE WEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGING TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.13lx3 I/2'7 AT 6" O.G. b. GONTINUOU5 LATERAL BRAGING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRU55E5 ALIGN, CONTINUOUS ROWS OF LATERAL BRAGIN6 MAY BE U5ED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T' BRACES. • GONTINUOU5 ROWS OF LATERAL BRAGIN6 SHALL GON5I5T OF MINIMUM 2x4. ROW5 5HALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TR65 GOMPRE5510N WEB w/ (2) 16d GUN NAIL5 (0.13ix3 112"). • GONTINUOU5 LATERAL BRAGIN6 SHALL BE RE5TRAINED BY DIAGONAL BRACING (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBER5 OF TRU55E5 CLOSEST TO EACH GABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o 51DE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 ROOF SHEATHING GOMPRE55ION WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE INDIV. TRU55 5HOP DRAWIN65 " FOR LOGATIONS) GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON6BAGK (NOT REQV FOR 5TRUGTURE) DIREGT-APPLIED PLYWD/05B DIRECT -APPLIED 6WB CEILING 5EGTION B-B &MMAIE ME WO 11 (3) OR MORE SIMILAR fR"iS ARE 6RaM E. R DIRECT -APPLIED GWB CEILING - TYPICAL TRU55 ELEVATION 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGI% AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) WEB MEMBER REQUIRING BRACIN6 A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRONGBACK5 MAY BE INSTALLED FOR GON5TRJGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR 5TRUGTURE) `L' OR 'T' BRAGI% o VE55 DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I NG 17ETA I L5 $ NOTES SCALE: NONE DIRECT APPLIED GEILINS J GOMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 � Gladding Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, R115k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55UR.E5(D HT: 25 FT. (P5F) (P5F) ROOF (HIP) 0 +14A -26.6 2r +14.q -36.8 20• TO 2T 2e +14A -36.8 0 +14A -36.8 0 +141 -28.3 2r +14A -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (GABLE) 20• TO 21' 2n +14.q -45.1 O +14.q -53.6 O +21.2 -22A WALLS 0 +21.2 -28.3 (DNOTE:Pressure5 charted here are allowable pressures and are permitted to be converted per ASGE 7-16 Section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pressures. Valuer, are based on worst care Scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. c• seal: No 77*4 STATE OF 46 tv Z. 10NA1. © copyright : MUL wauP Structural Engineering, Inc. QLD z J� w w Z c CO C" z w J aa.. i (V Q .c Z= F- A � � -4�c � F- () c "o N w 3:E m Q Q a o� W p o y m` W C) cv cr) CL IV 7 M&K project number: 068-2001 1 project mgr: .J,SB drawn by: MJT issue date: 0 5-2 8.2 `j REVISIONS: ■ date: initial: ■ 01 2021 a Z N__J J W Q 2 0 1 z x a U) W U U) z J LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. sheet: PBSB,ml nv /V�l U � It