Loading...
HomeMy WebLinkAbout6963 Shelby Lynn Way (2)n ABBREVIATIONS AB ANCHOR BOLT MAS MASONRY A.F.F. ABOVE FINISH FLOOR MAT MATERIAL ADJ. ADJUSTABLE MAX MAXIMUM ALUM. ALUMINUM MC MEDICINE CABINET ANCH ANCHOR MECH MECHANICAL 4 ANGLE MIN MINIMUM @ AT MIR MIRROR ML MICRO LAM BD. BOARD M.O. MASONRY OPENING BF BI-FOLD MTL METAL BLDG. BUILDING BM. BEAM N.I.C. NOT IN CONTRACT BLKG BLOCKING (NTS) NOT TO SCALE B.O. BOTTOM OF B.P. BI-PASS DOOR OBS OBSCURED BRG. BEARING O.C. ON CENTER BRK. BRICK OHGD OVERHEAD GARAGE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR OR 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 PING RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION FIND 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 Iff vn a T) I aT) TM cc)mpc)nle,5 -LW- 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 DUPONT ASPIRE ELEVATION "B" 6963 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." LOT 003 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 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 CS.1 COVERSHEET & BUILDING DATA CS.2 GENERAL NOTES A-1.1 FIRST FLOOR PLANS A-2.1 FRONT & REAR ELEVATIONS A-2.2 SIDE ELEVATIONS -3.1 ROOF PLAN A-5.1 BUILDING SECTIONS A-5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS E-1.1 FIRST FLOOR ELECTRICAL PLANS P-1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA SUIE.I;►►NG CODE. NATIONAL ELEGTIRIC 0';I ORDINANCE , AND THE CITY ,'; , piYRHiLLS __ 4 REVIEW (SATE � CITY OF ZEPcHyZ ,ILLS PLAN EXAMINER i W } _ � Lli o °� } >�Q0 Wot— cn U W w a F_ > J 5oC°Cir Y O I-- Z ,dWOOc/) z Z Z P w wgaM-j W a r cr- 2 0 0 _0 I- Q c � r` Qo 0 $� 0 0 Z A U 0 M� �-1 C?J Q w� O wA Ix w w U) 00=0 cn W z 0 0 U a 0 O_ R U) W N O� lzZ aaaaa DEC 16 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 61 Of RELEASED: 12/28/21 SHEET cso I O z z Q z 3. 2 J) z 5 V) w 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 END SHALL BE RETURNED S U D 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 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302.5.1 OPENING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL 5. MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT THE TURN. R903.2.1 LOCATIONS 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 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 CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE IA COMPLIANCE WITH RAS 111. EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. 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 R302.6 DWELLING -GARAGE FIRE SEPARATION THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE 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 11 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: GYPSUM BOARD. GUARDS: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN ALTERNATIVE TO UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE 11 SHALL BE PERMITTED TO BE USED. R309.1 FLOOR SURFACE SYNTHETIC UNDERLAYMENT SHALL HAVE A MINIMUM TEAR STRENGTH OF 15 LBF IN ACCORDANCE WITH ASTM FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. R312.1.1 WHERE REQUIRED D4533 AND A MINIMUM TENSILE STRENGTH OF 20 LBF/INCH IN ACCORDANCE WITH ASTM D5035, AND SHALL GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING MEET THE LIQUID WATER TRANSMISSION TEST OF SECTION 8.6 OF ASTM D4869. SYNTHETIC UNDERLAYMENT R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND CEILING FINISHES THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED 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 UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS 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 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: T HE I THE INSTALLATION 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, CTIONS, 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 SYS`1 EMS: 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 HALL COMPLY WITH ONE F THE FOLLOWING: WINDOW S CO O OR506.2.3 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. UNIT SEPARATIONS 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. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10 668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: 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 A THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL 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 IC 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 INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE M1502.4.5.1 SHALL BE USED. 7. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS R311.7.2 HEADROOM WITH THE MANUFACTURERS RECOMMENDATIONS. INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN 6 FEET 8 INCHES (2032 MM) MEASURED M1502.4.5.3 DRYER EXHAUST DUCT POWER VENTILATOR 8. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM El 19 OR UL 263, FOR VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF TABLE R702.4.213ACKER BOARD MATERIALS THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED IN ACCORDANCE WITH THE THE SPECIFIC APPLICATION. THE LANDING OR PLATFORM ON THAT PORTION OF THE STAIRWAY. GLASS MAT GYPSUM BACKING PANEL (ASTM C1178) MANUFACTURER'S INSTRUCTIONS FOR THE DRYER EXHAUST DUCT POWER VENTILATOR. FIBER -REINFORCED GYPSUM PANELS (ASTM C1278) R302.12 DRAFTSTOPPING R311.7.5 STAIR TREADS AND RISERS NONASBESTOS FIBER -CEMENT BACKER BOARD (ASTM C1288 OR ISO 8336, CATEGORY C) GENERAL NOTES: IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF NONASBESTOS FIBER MAT REINFORCED CEMENTITIOUS BACKER UNITS (ASTM C1325) CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE THIS SECTION, DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS, RUGS OR ATTENTION GENERAL CONTRACTOR / BUILDER: AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET (92.9 M2). DRAFTSTOPPING RUNNERS. WINDOW INSTALLATION ISSUANCE OF PLANS FROM THE ARCHITECT SHALL NOT RELIEVE THE BUILDER OF RESPONSIBILITY TO REVIEW SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS R311.7.5.1 RISERS WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURERS WRITTEN AND VERIFY ALL NOTES, DIMENSIONS, AND ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION, ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ENCLOSED A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL . THE RISER SHALL BE MEASURED THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES196 MM). ( ) 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 PROVIDEDD IN FLOOR CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R7034 FLASHING . REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT THERAD) 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 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 SHALL THE BUILDIICATENG O FIC TON DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESSSELF-ADHERED R311.7.5.2 TREADS MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALLOFFICIAL.EITHER OFOTHE 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 FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 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. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 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. A 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. cr W >- _CC �00P W W Z O > Ir Q O cc W <=)W W cr J(nW"' m cr cr C= Y O H Z 'aIi00U) Z Z Z ~ Z Wg=�-i tr _jU)p00 =ZLL(n ?o �I-act n a (� n ~� H 0 0 U of w M� o �-1 0 z LL� i� w w Z MEMO a w U) u z O IL O R W G ul O� t G �i.N 6i Z<zaa ,.•G E `., v 77o­34 0 F r� MA \i LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28/21 SHEET CS.2 O z w Q W 0 z 0 z a w w H vi a z a Q 0 z g w w 119 C : : 10 16-8" 12'-0" 10'-0" 6" 1 1 ,—O„ 611 STUCCO WRAPPED — — — — BEAM @ T-8" ❑ STUCCO WRAPPED ❑ a = 4X6 POSTS uj a = a� aop A 5.1 LANAI p - OV Q 8'-8" CLG. OQ U - o1 p p 00 U m MOISTURE RESISTANT m o r rn I DRYWALL CEILING r ' 6'-0" 14'-8" I I 9'-4" 8'-8" *35 SH i Z)b (53N63") EGRESS 35 SH (b N XFER ��6 " 3.8 15'-2" GRILL Cq , 18'-6" HB. ro' R�C AHU ON STAND 30" AFF GREAT �L ;i; ROOM cm T N 8'-8" CLG. T A - OWNER'S -1 RETURN AIR GRILLE co SUITE � 1„ 8'-8" CLG. IN (4)12" SH' M ADD 7/16" OSB TO 5 -12 MECH. CLOSET ih PTRY CEILING FOR FIRE DRAFT STOP 3-SIDED ACRYLIC r —� 2��� Lo SURROUND > I j 1 _ �06 m „ n I I (p 2'-0" tD N _ Al OW ER'S - ; ; 8'-42„ -' 3i„ 2 36"X60" ACRYLIC BATHLo �?N --- N ") SHWR PAN „ 8'-8" CLG. /1. 1 t , I , „ 1 1 3-3 4-11' -0 t t I I T� L —J-1 I� 00 e TIN M CV Iui I� _ � 0c0 1 0 I I r � M _� ° p _, D<<o� _N U I Q CO Uo J °1IN L0 M 0 , I KITCHEN ; ---- 1 36" HT. FLAT DINING 8'-8" CLG. L l i COUNTERTOP AREA _ � WC iv) I i 1 1 �� �� `' 1 6 -42 3 -5 8'-8" CLG. T N OS WIC ' 1 - 1 I t� - 8'-8" Cam- t j I O $" I� 1 11 0 8-8 4-9 2-4 2 r REF. J 11 cc I ---- I I 1 WATERLINE ---------- I --------- I I &S HI &LOW t REF. .- N :. L----------- -- ---- 1 - 1 - _O (n w T r CV I _y ) = N , o (r w BEDR % T' ,�4',�,J:i ,zrK a.ad,Ke�np;. .h Px.:K ir,f..,. OM 2 �N , UNDRY wco ���y� i �-! 1; CL BEDROOM 4 W In O coo = cjr co 8'-8" CLG. - cV j 8'-8" CLG. °C �6� I� 8'-8" CLG. i� N M 00 ca WASHER w � CL I � BOX = -TIN t TIN w iv r N i DRYER D N (D 1 t- L 2; SH 2,71" t x;r 10'-2" °' 6'� 6182Il 01, 12'_92„ 5'-22 Tlo2,_51„ - 2 T ��8 m XFER 4,_61„ �N _ ' 2 GRILL XFER co r ,< _,• GRILL HALL HALL BATH oc WH (V SELF CLOS68 SC ER 8' ,8" CLG.m ?88'-8" CLG;, m „ 5,_$1„ 2 I -92 - 18 -10 13 LAv 9 � m 2'-0" BOLLARD PER r I 31- " 22" X 54" bo i0 COMMUNITY FOYER 1 i 0 _ 0 SPEC. i ATTIC ACCESS i I� WC r _ _ 8'-8" CLG. cc I ❑ I r I R&S T 2 CAR GARAGE _ ' MN CL I �6�— ---- -- N -- N 8'-8" CLG. bo Y _ _� CL 1/2" CEILING BOARD -1 m `- t °C CV ABOVE N" WALL BOARD ON 3,_21„ GARAGE SIDE PROVIDE cl� o INSULATION AS REQ'D �o`O� 2'-4" r 6'-8" XFER p 2" CONCRETE GRILL N CURB BEDROOM 3 F----- \\ 8'-8" CLG. = -----------------------------------� O ENTRY o 8'-8" CLG. *- I O I 12'-011 I I HB. HEA ER @ 7'-4' o ' 16070 GARAGE DR. ��� i *25 SH ' (37"X63" EGRESS) I cV 21-011 16-0„ : 2'-0" 4'-411 $1-411 5,-0„ 20'-0" 5'-4" 13'-4" 0.1 38'-8" 1� FIRST FLOOR PLAN SCALE: 1 /4"=1'-0" �22::x34::�" SCALE: 1 /8"=1'-0" 11 "x17" �o� u -SIDED ACRYLIC ;URROUND I LEGEND SYMBOLS A BUILDINGIWALL SECTION MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE KIT ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED PARTITION INTERIOR PARTITION w/ INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKET SPACED R6V (� l6" O.C. FOR COUNTERTOP ERHANGS GREATER THAN 10" TOP PLATE 2x4 STUD WALL F-2" MAX SEE PLANS FOR WALL LAYOUT 1/2" GYP, [BASE CABINET AS _ ^' BD. PER SHOP DWGj N 2.BAS r MOLDING FINISH FLOOR FINISH F OOR� r SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. NOTE: TYP. WINDOW HEAD HGT. AT T-4" U.N.O. W �-_Ir �0OH >oC¢O c)UWw Q W I- W J � W Z) cr Y Q F— z o8 LL O O U) z z z p z �gQ2_j W a=itQ- 3Wa00 �2zLLW �i-Q?o CZ Q' O C c Q o la- 0 0 � z V O o Q, 0 0 0 ft 0 O w In" w ONEMN r(L V) M ••l oct I"-' z O Q.. A O rL Ix W 0 ul O o d p� aaaaa f DEC 16 2021 OMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28/21 SHEET AmIeI (11 RAISED WITH SAND FINISH ,FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" GARAGE DOOR 4" ol 4" WIDE STUCCO BAND (+1) _ u GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" rj--�WINDOW TRIM DETAIL SCALE: 3/4"=1'-0" 1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 6" WIDE STUCCO BAND (+1) 1'-0" 4" WIDE STUCCO BAND (+1) -- ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 51 2)3068 REAR ELEVATION SCALE: 1 /4"=1'-0" 22x34" SCALE: 1/8"=1'-0" �11"x17"; BLDG. HEIGHT -- -- -- -- -- -- -- - -- - ROOF SHINGLES PER 8'-0" '_�" COMMUNITY SPECS (TYP.) 12 12 4" WIDE STUCCO 12 5 BAND (+1) 5 12 5 O 5 - - - - - HEEL RIGHT T �a M 4" WIDE STUCCO BAND (+1) CRICKET itcy) - T.O. MASONRY r3i� T - - T.O. WINDOW 911 W-1 1 Ml 1 rW-1 1 I=-! 1 f - 0 11 fW-I 16070 GARAGE DR. FRONT ELEVATIOK' SCALE: 1/4"=1'-0" (22"x34") SCALE: 1/8"=1'-0" 11 "x17") 4" WIDE STUCCO F1 F I BAND(+1) 1 18 DECORATIVE FOAM SHUTTERS 2'-0" STUCCO "25 SH r BAND RETURN cv FIN. FLR. PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE -" �a.'• .^ 440 FINISH r•.'` = ".r: Fr SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) N 24 :'� •: AT E OF ®/!1!lGll�y f'JHW Wz0m wwZ0 > IY Q O WZ)aF- UWw cn Q M 5! 2 F- > IY cr cr- Y 0 1- Z ,S ti O O U) ZzF=W :5 U) W CL MCC j = Z OL U) �F-Qz0 ri a' O c lr n Q U) z 0 O om" O > in w � w o w w a as U) Z � o o a a O U) W 0 N O� ,xZ aaaaa DEC ' 6 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: 12/28/21 SHEET Alw2. I Ft 0 co t 12 51 r— *25 SH --- -- -- ------ -- - - -- -_ - -- -- -- -- - -- - - -- -- --FIN -- -- - FLOOR 12 _---1 15 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) / 12 5 RIGHT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") 12 51 12 ---115 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 1 '-011 ol *25 SH 21-011 FIN. FLOOR LEFT ELEVATION SCALE: 1 /4"=1'-0" (22"x34") SCALE: 1/8 "=1'-0" 11 "x17") co PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE .':., ••+::-, FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER TIM CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORMA 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 C 1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) ettlll U :tflt,, F►e N! 24 of •�Cl�• R� c g �V ,• �� �• •••c. i w �-_ir W 0 >- } > cr 0 W ir U) w a = W CC IY IY IY Y Q H z �LLO0t/) zzZpz °Cga�� W a = ir a -j a0U Z=ZLLCn (�czcoc O � Q Q 0 � w � w w w a U) U) z 0 IL A O R U) W a U) z 04 Ig 2 C aaaaa Z i� DEC 16 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28/21 SHEET Am22.2 r n n ROOF PLAN SCALE: 1 /4"=1'-0" 22x34" SCALE: 1 /8"=1'-0" �11 "x17"; 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 SO. 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 IEFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 14 o • O AT T_ OJ�W WZOX wwZ0 > Er 0 W Z) (DUWW W Q = ~ Q 2 ir >cr p Er Er Y O F- Z �u-00_cn Z z zcj) F- Z w g Q m J Wa21Y0- �c/pOU = z LL (n �F-QZp n cz a cz O Q O O O U O � Z 0 o a o � O w a � V) tQ O tL A o_ rL Ix ul W O� �o lzZ QQQQa • cr DEC 16 2021 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED:12/28/21 SHEET Am3. I 0 0 am z FIN. FOOTING PER FOUNDATION PLAN , BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" w ROOF TRUSSES (SEE SHEET FOR DETAILS) T.O. WALL T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN 10 IY W } 2 CC � 0 >- woWC¢O p U)v�w _W a= ir cr Y 0 H Z 06 ILL 0_Oc� Z z Z ~ Z wa=oCa ZiW 00 Z=ZILL (A �HQ?o ti � Q" OFZ Q 0 0 0 f 'eu z u 0 0 u 0 w V! 0 W-j z : w I..� A o� D z 0 [L O_ OC U) W 0 Z NIg O 4 Mn G a a a a a CJ` ti, DEC 16 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 61 Of RELEASED: 12/28/21 SHEET Alw*5 9 1 z 12 SEE ROOF PLAN INSULATION PER — COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. ix 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 ix2 PT. FURRING @ 24" O.C. BASE BOARD ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE If OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) 1 t2 PRE-ENGINEERED ROOF � F PLAN TRUSSES AT TYP. 24" O.C. PLAN BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. A-\ TOP OF C.M.U. Y(REFER TO ELEV.) ' 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE 1/2" (MIN.) J SOFFIT INSTALLED PER CLG. BD. MANUF. SPECS (r TYPE 'X' GYP. BD. 2X PT BLOCKING TO BE PROVIDED WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE GARAGE SLAB, SEE STRUCTUOL RAL 4 0'-0" PLANS FIN. FL. SLOPE FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL C@ WINDOW SCALE: 1/2" = V-0" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS PROVIDE 2X4— FRAMED ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ �' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, CMU BLOCK WALL 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 3 1/2" J" GYPSUA cc w a GARAGE BOARD NICHE FOI i ELECTRIC: PANEL & WIRING - N M ELECTRICAL PANEL ELECTRIC i PANEL N CO EXTERIOR co CMU BLO( WALL iv C CONCRETE ONCRETI CURB REFER CURB REF TO PLANS TO PLANS CONCRETE SLAB ON GRADE AT GARAGE FLOOR cm M ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER R905.1.1.1 (SEE SHEET CS2) PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OIL TOP OF C.M.U. (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY SPECS 0'-0" SLOPE FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS WALL SECTION @) GARAGE DOOR SCALE: 1 /2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 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 CC W 2 It LLI �00F }- >oWCa0 W I- W tn V W Q Z) W ~Q J()W CC :D Ir Y 0 H z �Il000) zzz~z Q 2 J W a- m �U)000 �2ZLLw �F-Qz� cz cz �6 Q p H i i i 0 0 i i i 0 0 i he, U I� 0 1-i Im w 0 0 w "Nonni u r~ (L z 0 a O K cc U) W oa � [a Iz QQQQQ a� ,. DEC 16 ZDZ1 COMMUNITY: LINKS A CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28/21 SHEET A~*5,2 u u C z r J) z i L z Ln "L" FLASHING SCALE: N.T.S. `VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB )R APPROVED EQUAL) 'THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOF/WALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF iECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE :AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT flINGLE ROOFING NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) 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. F THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. z in 3 STEP 1 FOLD FOLD INWARD @ PT. A STEP 3 V�V'J FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD @ STEP 2 0 u 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 FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE G. ° F` 9 r NS 4 N ° a -o T �'�,U.� •., L ® R �t v c ® 14 i W Wz0= O>_ H Wwao �o U) w W �q Qm cc J (o W _ cr cc ZZ0W cn W Q a a 2 it _ �c)000 = Z W U) �F-Qzcz a ,. cz n O H 0 r� U w 0 1-i A 03 m z W 0 0 0-1 p w a a OMEN a w z 0 a.. D A 0 R lz En W 0 cn o� 0o 44z QQQQQ : cr ti- e� ' o COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12/28/21 SHEET wpm l a 0 FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" �22::xN::�SCALE: 1/8"=1'-0"11 "x17 2" PVC CONDUIT 2-2/0 COPPER 1-1/0 COPPER 0 OR 2-4/0 ALUMINUM 150 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. I BREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY 0 DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 9 THREE-WAY SWITCH 4 FOUR-WAY SWITCH - KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE - WALL MOUNTED INCANDESCENT LIGHT FIXTURE 06 VAPOR PROOF LIGHT FIXTURE +.0LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION F7 CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR td TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) 00 ELECTRIC METER .s ELECTRIC PANEL DISCONNECT SWITCH Q JUNCTION BOX �- STANDARD ELECTRICAL LINE NOTES. 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE It W Wcr z0= O} F- W Q 0 p fn w W Q = wQ W J U) w percr(r Y O F- Z �LL00U) zZZz �gcna J wa=cca � U) 0 U - Z lL W � H Q ? ❑ r n � Q' Ocz O �¢ Q 0 0 0 U 0 1-i Im c� o � 0 0i �--+ w wMEOW U w z 0 a 0 O R lz U) W 0 N O8 N EZ aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 610 Of RELEASED: 12/28/21 SHEET Em I. I 17 00 N 0 FIRST FLOOR SLAB PENETRATION PLAN SCALE: 1/4"=1'-0" (22"x34") SCALE: 1 /8"=1'-0" 11 "x17") IY W }2� �00E- } WOW[a0 (nV�W W a�_ �� Z)oCcrcc Y O F- Z odu-0Ocn zg~ zzz_ w J Q � J W d 2 Ir IL �cnp00 � T z u- cn �F-QZ� � Q c coc Qo �i H O Z O O � a U O Z �a O 0 o w z o w o., I .< Im z O U) a. A z 0 R 6: U) 0 0 mo4 �Z aaaaa COMMUNITY: UNKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 12128l21 SHEET Pml.'I 0 0 MASONRY LINTEL A55EMBL I E5 5EE 5GHF-DU_E AND 5PEGIFIGATION5 FOR ADD'L IWO rr--7� 1 LQJ - MIN. (1) COLRSEA30V i L4J}i - MIN. (0 GOURSFJBOND i BEAM ABOVE LINTEL i BEAM ABOVE LINTEL �Rour 6ROVT BOTTOM REW. A... . PRECAST LINTEL w/ PRECAST LINTEL_ W MB-I � MB-2 '++- rT--T� 1 I '+ _ TOP COURSE, IF I I LQJ TOP COURSE, IF m 1 LQJ 1 RI_Q'D PM ARCH. � i REQD PB2 ARCH. TOP REINF. OR CONT. _ GONT. BOND BEAM BM BEAM REINF. REW AS REI,YD GpDff 6ROVr WPFT5CA5T BOTTOM WW. _ I a• I �--`�1` MB-3 BOTTOM REINP. PRBEDO LIRE w/ EMBEDDED REIHF. f-�-t n MB-4 LINTEL w/ EMBEW D REW. MASONRY LINTEL DETAILS REINFORCEMENT MARK DE5104ATION TOP BOTTOM SHEAR REINFORGEWENT M13-1 8F8-0B/0T ----- ----- MB-2 8F81IB/0T ----- (1) #5 MB-3 SFIb-IB/IT (1) #5 (1) #5 MB-4 8RFI4-ID ----- ----- APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 GONGRETE. NOTES: I. ALL LINTELS W/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRBTRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=b0 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 5TRUGTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF HARDWARE 8 FA5TENER5 IN CONTACT W/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.o.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR d EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPO5E0 TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A 015% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 W/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM COMPRESSIVE 5TRENOTH OF MOO P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE5161N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 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 50LID ON EACH SIDE OF ALL MASONRY OPENINGG5 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (AS 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12-0" O.G. (REGOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I F I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO JOI5T/3LK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.G.* BLK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS a 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.G. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA 11 NAIL5 IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", 5AME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENCLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN6INEERIN6. EXTERIOR 4 SHEAR WALL SHEATHING SPECIFICATIONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FASTENED W/ PI 2J/211xO.131" NAILS @ 6" o.c. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 2Y211x0.131" NAILS @ 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 W/ 15/32" PLYWOOD OR 05E3 FASTENED W/ "xO.131" NAILS @ 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 BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN � 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W/ %"xO.131" NAILS @ I6"o.c. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 E06E NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 33i6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED A55EMBLIE5 SHALL BE NOMINAL W:;,' THICK, APA RATED 5HEATHIN6ti EXPOSURE I OSB OR PLYWOOD PEI ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � 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 P517 +0 5 P5F/-20.14 P5F 16Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 PSF/-I01.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-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). OPressure5 charted here are allowable pressures and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SGHEDULE FOR ALL ROOF TRU55 GONNEGTOR5. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"xO.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRAG TRU55E5 W/ RING SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/ 51MP50N VTGR GLIP5 o 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA It TPI'5 B651 I 11 GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FA13RIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 W/ 2x4 LEDGER FASTENED TO FRAMING W/(2) 3"xO.131" NAILS 0 16" O.G. UPLIFT CONNECTORS BEARING CONDITION LN6TH 55 GONNEGTOR < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15, 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLU5H G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE51614 STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 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 �- -- -- - --®'INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING GODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 d DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPO50RE AS LISTED R15K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP '5TUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (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 d OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5(P) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 8 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROP45 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/16" 0513 FASTENED W/ 2Y2"xO.131" NAILS ® 6" O.G. @ ED6E5 d 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 PSI • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi • FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3)'2" 51MP50N 5D5 5GREW5 (OR 3y2" TRU55LOK 5GREW5) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOGATE TOP 4 BOTTOM NAILS/SCREWS 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF Y4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JOI5T/TRU55 SHOP DW65. SHALL BE 50BMITTED TO ARCH. d 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 GROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"xO.131" NAILS 6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. % F" ' O - .�.e ' OF O. © copyright : MULHAl ���`'+�•� Structural Engineering, Inc. CD JLU W w Z CD r- z W d J oac Z= � v A ,a Ujcn •> T =a C E A (Do OilQCD Z W y W m $c M CL M&K project number: 068-200 1 1 project mgr: ,JSB drawn by: DJ R issue date: 12-1 4-21 REVISIONS: date: initial: 0 W J L` p W � Z p z < 0[L � a J J sheet: SW0.0 0 0 0 r 0 I• 0 N 12'-0" EIt � — — — — — — — — �•� L1�nni �LYcD: _Q I 3 Y2" GONG. SLAB ON 12" WIDE GONG. I cy TRADE (2500 PSI TURNDOWN EXTENDED I �y_ I MIN) W/ 6x6-W1.4xNI.4 MIN. 12" BELOW GRADE I - MESH OR FIBER MESH I I ON q5% GOMPAGTED I FILL OR VIRGIN SOIL. I 2 I g 2 HVAG 5D-I I SD -I 3 Y2" STEP 5D-I I SD -I UNIT 11000 • . • • • MEN L • • • • f 20'-8" 6'-4" ' II'-8" I I f I I I f FRENGH DOOR REGE55 f I PER MANUFAGTURER5 ' I I IN5TRUGTION f I I I I •I I I f I i .I f NOTE: REFER TO BLOCK I ' PLAN FOR ALL DOWEL f LOCATION DIMENSIONS. I o I I l o I I I• I I f f I I I I • I I I I L__ I 3 2 11 STEP------ I I I I 4 4 I I I SD -I SD -I I I f 3 Y2" STEP I I0 • I ( I GARAGE SLAB: 5D-1 3 Y2" GONG. SLAB ON GRADE L I f (2500 PSI MIN.) w/ 6x6-W1.4xNI.4 3" STEP— Y2 _ MESH OR FIBER MESH OVER 6 I- • • I MIL. POLY ON g5% GOMPAGTED I \ I FILL OR VIRGIN SOIL. I 6 I I • I I 5D-1 I I I N I to I� I I w I i I —5 - - L--- ----I--- 5D- 3 2 5D- 5D-I 20'-0" 2 SD- I I• r 0 0 r SLAB PLAN SCALE: 1/4"= I'-O" (22x34 SHEET) SCALE: 1/6"=1'-O" (IlxI1 SHEET) LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARAALL • I:::::::: ; f EXTENT OF OVERFRAMIN6 •--- _ - m-----INDIGATE5 I/8"x1" 5AA GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL HANGER INOIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES a Z "• O �j AT OF �y •, © copyright: MU0 E0 KILF6 2021 structural Engineering, Inc. 0 CD z JFC W W Z CD z W d J Q Z= t— U_ t L tm E W� =-+ a e a ;. JJ a o W 0 p o 0 y m W C N cc Ch O. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12- `j 4-21 REVISIONS: date: initial: sheet: 4 O J L- W ui 0 z a z d oD Q C� �e J J Fm i,,o %,- r F -tl: °I k 0 r— low L r- I r— C) I CV m If) 0 P 6'-0" 4'-6" 5'—I I/2" 5'-01/2" 6'-4" 3'-0" 4'-6" 4'-2" M15-1 MB—I I MB—I "ID—J I-011 16'-011 1-011 5'-211 31-2 11 5'-011 20'-0" , 5'-4" 13'-4" O i 0 I 1 BLOCK PLAN LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL -.-.-.71 • I: : I EXTENT OF OVERFRAMING •- - -- -----INDIGATE5 1/5"A" 5AW GUT CONTROL JOINT .. INDIGATE5 LOCATION OF REINFORCED GMU GORE (5EE NOTE5) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MASONRY LINTEL VETA I L5 REINFORCEMENT MARK DESIGNATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT ----- ----- MB-2 8F8-IB/OT ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 MB-4 SRF14-I6 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=b0 k5I 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW MASONRY LINTEL ASSEMBLIES 5EE 5CHEDULE AND 5PEGIFICATION5 FOR AOD'L INFO MIN. N GOUR5E/13010 i L4�+ �- MIN. (1)GOUR5FJI3M I I BEAM ABOVE LINTEL I i BEAM ABOVE LINTEL GROUT 6ROVr = BOTTOM RPINF. A p PRECA5T LINTEL w/ I ,, I PRECAST LINTEL w/ i -`�-� Eh�DED REINF. t-�-#- B EDDED REINF. MB—I MB-2 1 171 I L9 J+� TOP ""SE, IF I L4I ++— TOP COURSE, IF m � J I REQ'D PER ARCH. L---- I REQ'D PER ARCH. TOP REINF. OR GONT. CONT. BM BEAM BOND BEAM REINF. RPINF. A5 REGV 6ROUr BOTTOM REINF. BOTTOM REINF. _a.. PRECAST LINTEL W �., ..., EMBEDDED REINF. B ABE TR LINTEL w/ t�—t #--�-� �IBEDDED REINF. MB-3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES $ SCHEDULES set P: '° - {� o a f Ofo XN tt�eW © copyright: MULHER Struaura ura Q " 2021 enng, c. aCD Z JLU w w z C5 c� z r. w oan JLZ Q Z= .a Q cm Uj mE J '= Q o Z V o W p ,0 o _ y Lil 2 m C N �. M C1. M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 12-14-21 REVISIONS: date: initial: sheet: 0 SCALE: 1/4"=1'—O" (22x34 SHEET) SCALE: 1/8"=1'-O" (IlxI1 SHEET) Fm2.0 C 0 0 o � 0 o Lu LL_ PPAP I ANAI nPnPPPn RPAMG. w K LL O LL 0 w LL_ LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL 1:.:::::.: I EXTENT OF OVERFRAMIN6 L -- -•-•- -•-- J • .- -- ---VINDICATES I/8"xl" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. ROOF FRAM I NO PLAN SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: 1/8'*'-0" (IIxl7 SHEET) ROOF FRAMINC6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 5HALL BE 1/16" MIN. 05B/PLYNOOD 5HEATHIN6 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"x0.113" RING 5HANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E96E5 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6 TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • 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 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G. UPLIFT GONNEGTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 5IMP50N H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD NALL/NOOD BEAM ROOF C71RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE 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 WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS L15TED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5ICYN THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N 5TANDAR05 FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES � SCHEDULES 10 °Cr- seal: * Ic W� ` OF i. PIT ��(. y�•• •••� !`e`: it �6t�.Ptlill�i�� DEC 16 2021 © copyright: MULHERN & KULP structural Engineering, Inc. z J� W CD � e- 3■ z W J V � Q Z= .n U_ A � �- cc UJ rn E J Q m E Z Q Q .J Y yW2 lil ; m O N 9 M M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-14-21 REVISIONS: date: initial: sheet: Sm 1.3 I6"x8" THICKEN'. EDGE W/ (2) #5 GONT. THICKENED EDGE @ GARAGE DOOR DETAIL SCALE: WS 0 8" GMU BLOCK (1) #5 VERT. FROM FT6. - TO BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 5OL11 z_Qc L 6RADE 8" WIDE GONT. GONG. CURB N LU 6ARA6E 5LAB > (5EE PLAN) d d III —III ° III —III —III. III—_ —_III—_ d ° I —III —III —III III I=II— E. d III-iii -(I) #5 DOWEL W/ 6" HOOK AT _ I I 1=1I1-1 ALL VERT. WALL REINF. III=� I III —III= 1111 , I (5EE PLAN5 FOR LOCATION) 11=III=III—III=1 - GLEAN COMPACTED III —III= I 1 i FILL o q5% WI TH MONOLITHIC FOUNDATION 5TANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: V-4"WIDE "W (2) #5 BAR5 I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 GARAGE CURB DETA I L � SCALE: NrS 8" GMU BLOGK--_� BEYOND EXTERIOR DOOR— MTL. THRESHOLD --� 5ET IN SEALANT PORCH/PATIO/LANAI SLAB OR PAVERS (5EE PLAN5) —� PER MANUF. tY I=I I II e III_ -� III —II I —I R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) I=1 m III I I ° I —I 11=I 117 w II II�III�� II 11 I �Il�li; � II 1 I—III_II�_III 11�_ =1 I 1=111—III=1 1-1 MONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 EXTERIOR OUT51611 NG 4 56D POURED 5I LL5 DETAIL 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP rt/ FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID a R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR 5TRIP5 -PER BUILDER HOUSE 5LAB (5EE PLAN) I71 _ 6RA_DE _ 11=1 11=1 I I —III —III. III —III I III I I—III-1 1-1 1 '' I=11 <. 1—I I I —I 1=1 117 7. I I I=1 I I —I 1= =1 I I- III 1) #5 DOWEL W/ 6" HOOK AT ALL VERT. WALL REINF. ' ICI I I 11=1 I MI I I I =1 I I (5EE PLANS FOR LOCATION) GLEAN COMPACTED I I I I MI I I I i FILL o 15% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W/ (2) #5 GONT. ON GHAIR5 2-STORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 1=OOTING SECTION W/ BLOCK DETAIL SCALE: NM 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL BEYOND OVER %" FURR 5TRIP5 EXTERIOR DOOR -PER BUILDER MTL. THRESHOLD HOU5E 5LA6 5ET IN SEALANT (SEE PLAN) PAVER5 (5EE PLANS) I Al .� < ° .d d ° III —III —III —III —_ — - _ . �Q I I I —I I I —III —I I I- I —III—III- cx I —III e I I I —III —III —I 1— I- '—II- 'I- ' I I' I I I 'III 'III III' l i MONOLITHIC GLEAN COMPACTED "111 _11 = 11,11 FOUNDATION W/ (2) #5 FILL o q5% 5TANDARD WI TH GONT. ON GHAIR5 DEN5ITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BAR5 TRYDOORDETAILDmE ALE: Nrs PAT I O/PORGH/LANA 15LAB (5EE PLAN) 8"x8" THICKENED — 5LAB W/ (1) #5 GONT. &THICKENED EDGE DETAIL SCALE: Nrs 8" GMU BLOCK (1) #5 VERT. FROM FT6. T BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" GROUT CELL 50LID PORGH/PATIO/LANAI 5LAB OR PAVERS (5EE PLAN) `r EXP JOINT v R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOU5E 5LAB (5EE PLAN) ° a 01EE11 I I 1) #5 DOWEL W/ 6" HOOK AT III —III- ALL VERT. WALL REINF. ' I III=1 11=1 11=1 I I 11= (5EE PLANS FOR LOCATION) GLEAN COMPACTED FILL o q5% MONOLITHIC FOUNDATION 5TANDARD DEN5ITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: I'-4" WIDE w/ (2) #5 BAR5 1-5TORY: I'-0" WIDE W/ (2) #5 BAR5 EXTERIOR WALL @ PORCH/PATIO/LANAI DETAIL. SCALE: WS Y2" GYP. BD. EA. SIDE OF 2x4'5 o 16" O.G. Y2" J-BOLT5 6" FROM EA. END OF WALL AND 5PAGE o 32" O.G. 2" (6" MIN. EMBED) UJ STUD PLATE TIE5 PER } PT BOT. PLAN o 5TUD TOP 4 PLT. BOT. 4. O „d (2) #5'5 GONT. W/ 3" MIN. CLEAR UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIE5, HURRICANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT 5UBJEGT TO A CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. GARA6E STEP DOWN DETAIL SCALE: RM 8" GMU BLOCK (1) #5 VERT. FROM FT6. TO — BOND BEAM. LAP W FOUNDATION DOWEL MIN. 30" 6ROUT CELL 50LID z� L dJ O BADE ' III=III=III=III= z PVG GHA5E 5LEEVE TO BE 'Ii III=III °. = III=III1 TWICE THE DIAMETER OF I I PROTECTED PIPE I I III I I —I 11=1 I I I =1 I i- GLEAN COMPACTED I I. ;,III 1 j1 I II II I I111 1I 15. ' FILL A q5% WI TH MONOLITHIC FOUNDATION STANDARD DEN5ITY W1(2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BAR5 1-5TORY: 1'-0" WIDE W/ (2) #5 BAR5 GHA5E DETAIL S SCALE: NM a . II —I 11= R4.1 FI-FOIL OR EQUAL OVER %" FURR 5TRIP5 -PER BUILDER HOUSE SLAB (5EE PLAN) seal- ��`• ✓ ` `24 N 7 TA E OF a'! 202 © copyright : MULHf. A 6 1 Structural Engineering, Inc. 0CD Z _J W W Z_ N g CD Z � w aa<- °' a Z 8 c r —Li pC W F_ W c .J INC °° E JZ Q 1 �o W CP O m y W N g CC a 'IF F19F 3v] M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: 1 2-1 4-21 REVISIONS: date: initial: J d H W 0 z 0 d 0 z 0 uL sheet: 4 O J LL w Q � O Z a U) Q 0 U d � Y Q z O J SCALE: NM SDw 1 I FASTEN ROOF SHEATHING TO FA5GIA WITH 2 %NO.113" RING SHANK NAILS ® b" O.G. w^ 2 Q in 2xb FASCIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" RBNF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 SEE UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR 5PEGIFIGATION5 8" GMU BOND BEAM - W/ (1) #5 GONT. 8 REINF. GMU WALL - -5EE PLAN FOR VERT. 4 HORZ. REINF. SPECS PROVIDE 50LID SHIM BETW'N TRU55 d 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. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR i CONNECTOR 5PEGIFIGATION5 i♦i Ei ;zqw-m- -WAIM11FAIRIMMOUIVA SECTION SCALE: 3/4'=1'-0' TRU55 OVERFRAMING PER PLAN ROOF TRU55E5 PER PLAN PROVIDE M015TURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRUSS. VERT WALL REINF. TO EXTEND INTO BOND BEAM 20 SECTION SCALE: 3/4'=1'-0' 2xbxl2" OR (L OF OPENING 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) 3/8" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE I Y2 Ac," THICK WASHER W/ EACH ANCHOR (15T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER GARAGE CURB (8" MAX.) GA %6E DOOR BUCK DETAIL K SCALE: NTS PROVIDE 5OLI1D SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF SHEATHING TO FASCIA WITH 2 %"xO.113" RING SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2xb FA5GIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR SPECIFICATIONS. CONNECT EACH END OF MA50NRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SECTION 3 SCALE: S/4"=1'-0" VALLEY SET OVERFRAMING MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELOI WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I GALL OVERMAM I NG CONNECTION DETAIL SCALE: N.T.S. BOND -BEAM �—GONTIN. PREGA5T HEADER F, 8" GMU PIER ENTIRE GOLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M1�50NR1 PIER DET� I L L SCALE: NT5 TRIPLE WINDOW SIM. PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 GREATER THAN I Y2" FROM UPLIFT CONNECTOR, REFER TO FASCIA TYPICAL RETROFIT DETAIL P. -S5 EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO 2x4 BLOGKIN6 IN EA. TRU55 BAY w/ 2 Y2'x0.131" NAILS ® 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI ONI-72178 PAF's FASTEN EXTERIOR SHEATHING TO — 2x BLOGKIN6 w/ 2 Y2'xO.131" NAILS ® 3"O.G. 8" GMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL -SEE PLAN FOR VERT. d HORZ. REINF. 5PEG5 RETROI=IT DETAIL P SCALE: -0" � SECTION SCALE: S/4"=1'-0" ALL LAPS IN MA50NRY 25" - RUNNING BAR #5 BENT CORNER BAR GROUTED CELL TYP. CORNER PERT. INALL REINFORCING DETAIL SCALE: NT5 ROOF TRU55E5 -5EE PLAN UPLIFT CONNECTOR -PER SCHEDULE ROOF TRU5 -SEE PLAN (2)3 Y2"xO.131" 8" GMU BOND BEAM wi (1) #5 BARS GONT. 8' REINF. GMU WALL - -SEE PLAN FOR VERT. d HORZ. REINF. SPECS 3/»"xO.113" RING SHANK 2x4 FLAT BLOGKING ® 16" o.c. FASTENED TO BOND BM. WA" DIA. x %4" TAPGON (2)3 Y2"xO.13I" VERT WALL REINF. TO EXTEND INTO BOND BEAM &B, CTIOALE: 8/4'=1'-0' •' e 15 a No -7 Q ; . - pF cr • W :w V.ti : I DEC\\' 6 2021 © copyright : MULHERN & KULP Structural Engineering, Inc a. Z ..J w W Z CJ CD \/ Z i Z r- W pa. J N a o� z C.� A d. aL CMJQ CC UJ F- cn c 3 w •5 a Jz < W 0 Y � y W mp _ O N M&K project number: 068-2001 1 project mgr. JSB drawn by: DJ R NOTES: issue date: 1 2-1 4-21 I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wb "x4" TAPGON5 6" REVISIONS: FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 1-Y2" MIN. FROM EDGE OF BUCK. date: 2. BUGK5 LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO STRUCTURE BY OTHERS IN THI5 CASE. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXI5TING 2X BUCKED OPENING, USE (3) ROW5 OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXIN6 OF IX AND 2X BUCKS SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN6) ARE MET. 5. ADDITIONAL WOOD BUCK MATERIAL MAY BE FASTENED TO 2X BUGK W/ (2) ROWS OF 2 YYW.131" NAILS @ 16" O.G. FASTEN WINDOW/DOOR TO 2X PER BY WINDOW/DOOR WINDOW/DOOR MANUFACTURER'S 5PEG5. MANUFACTURER WI NDOW/DOOR BUCK DETAIL H SCALE: NTS NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. 51MP50N ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE 3/4" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN SEE DETAIL I ON 3. FOLLOW MANUF. INSTALLATION HERE STRUCTURAL PLANS FOR INSTRUCTIONS. ADDITIONAL CONNECTION 4FO NOT 5HOWN HERE FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE A5TEN EA. ROOF TRU55 TO GMU w/ DRILL 6" INTO EX15T'6 LOCATED PER PLAN IMP50N M5TMI6 TW15T STRAP. SLAB, EPDXY DRIVE I 11;�l 4 IN GROUTED CELL A5TEN STRAP TO GMU w/ (4) Y4" DIA. x 2 #5 DOWEL, PROVIDE MIN. I - LONG TITEN 5GREW5 30" LAP SPLICE I I I 0 ROVIDE M015TURE BARRIER I I I z 'LATE (PER TRU55 MANUF) AGH TRUSS. 'ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO `� �z :OOF TRU55E5 ® EVERY OTHER BAY GRADE _ ASTENED TO GMU w/ (3) Y4" DIA. x 3 Y2" LONG -II APGON5. FASTEN BLOGKIN6 TO ROOF O RU55E5 w/ (2) 3 Y4 "xO.131" NAILS ® EA. END.1I- M 155ED DOWEL RETROI IT DETAIL SCALE: NTS SIM. • CMU STEM FOR DROPPED GRADE 4xb P.T. P05T DROPPED BEAMS PER PLAN PROVIDE (1) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, 9" MIN END LENGTH REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 3/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME $ SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. J � d w w � p 0 J H j IL � Q sheet: initial: Q 0 J LL z r�(L�1 v1 'Q U) r'Q V '< � x 0 z J J SDW2 PERMANENT ROOF TRU55 BRACING NOTES: (51111 FAMILY HOME OR TOWNHOUSE CON5TRUGTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGCORDANGE WITH THE BUILDING COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6, RE5TRAININ6 4 BRACING OF METAL PLATE CONNECTED WOOD TR055E5," (2008 EDITION). 2. TOP CHORD 13RAGIN6: TOP GHORDS SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/0513 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRU55 OR TO PURLIN5 FA5TENED TOP CHORD, CONTACT MrEK FOR BRACING DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM GHORD5 SHALL BE BRACED BY DIREGT-APPLIED 6.N.13. GEILIN6 4. VEB MEMBER 13RAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (NE135, VERTIGAL5) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. T' OR V BRAGE: WHERE 13RAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRANIN6, UTILIZE T' OR 'L' BRAGE5 (REFERENCE BG51-53 FI6URE5 133-18 d B3-19). 5HOP APPLIED REINFORCEMENT PER BG51-133 FIGURES B3-22 3 BG-23 15 ACCEPTABLE. • 'T' 4 'L' REINFORGIN6 MATERIAL 5HALL MATCH THE 51ZE OF THE NEEWERTIGAL MEMBER. • 'L' d 'T' REINFORGIN6 TO BE A MINIMUM OF L10% OF THE LENGTH OF THE NEB/VERTIGAL MEMBER. • FA5TEN 'L' OR 'T' REINFORGIN6 TO VEB/VERTIGAL N/ Ibd GUN NAILS (0.13lx3 I/2") AT b" O.G. b. GONTINUOU5 LATERAL BRACING ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6 i ROOF TRUSSES AL16N, GONTINUOUS ROW5 OF LATERAL 13RAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR T' BRAGE5. • GONTINUOU5 ROW5 OF LATERAL BRACING SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP 5PLIGED ONE TRU55 BEYOND IN EACH DIRECTION. 5EGURE BRACE TO EACH TRU55 GOMPRE5510N WEB w/ (2) Ibd GUN NAIL5 (0.1310 1/2"). • CONTINUOU5 LATERAL BRACIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGI% (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGIN6 15 TO BE GONTINUOU5. PROVIDE ONE ROW OF DIA60NAL BRAGIN6 AT VERTICAL WEB MEM13ER5 OF TRUSSES GLO5E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA60NAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAIL5 o 511E OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYW000/056 A ROOF 5HEATHIN6 �7 1 GONTIN. LATERAL 13RAGIN6 J TO LAP AGRO55 MIN. (1) DIRECT -APPLIED TR055 BAY A5 5HOWN 61 GEILIN6 5EGTION B-B ALTERNATE METrW MW (3) OR MORE SRN.M TRMS Eta: 6ROUP® GOMPRE5510N WEB (SLOPING OR VERTICAL) GONTINUOU5 LATERAL BRACE ALTERNATE 0 (3) OR MORE ADJACENT 51M►LAR TRUSSES (SEE INDIV. TRU55 SHOP DRAWINGS FOR LOGATION5) 2x 5TRO%13AGK MAY BE IN5TALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REO V FOR 5TRUGTURE) WEB MEMBER REQUIRING B �BRACING A5 INDICATED BY TRU55 MANUFACTURER 2x 5TRON613AGK 2x 5TRON65AGK5 MAY BE (NOT REQ 1 FOR INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN SPACING AT 5TRUG-rLi BOTTOM CHORD (NOT REQb FOR 5TRUGTURE) DIRECT -APPLIED PLYWD/05B a DIREGT-APPLIED / \-'L' OR T' BRACING A 6161113 GEILIN6 NE65 DE516NATED BY TRU55 MANUR TYPICAL TRu55 ELEVATION PERMANENT TRUBS SRAC I NG PETA I LB $ NOTEB SCALE: NONE DIRECT APPLIED GEILIN6 J COMPONENT � GLADDIN6 PRE55URE ZONES Gomponent5 � Gladdinci Wind Pre55ure5 UP TO 140 MPH Wind Zone ExI2. B, Ri5k Gat. II Enclosed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) O +141 -26.6 0 +14.9 -36.8 200 TO 27" 2e +141 -36.8 3O +14A -36.8 OI +14A -28.3 0+14A -45.1 ROOF 2e +14A -28.3 0 +14A -45.1 (6ABLE) 20" TO 210 2n +14A -45.1 O +14A -53.6 O4 +21.2 -221 WALL5 O5 +21.2 -28.3 NOTE -Pressures charted here are allowable pressures and are permitted to be converted per A5GE 1-16 section 2.4.1 to get an equivalent ultimate load pressure. Divide allowable pressures by a factor of 0.6 to obtain ultimate pre55ures. Values are based on worst case Scenario of 10 psf (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPIGAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG 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. seal:���`Q.• . 4 , 0r- ��e', 311IsDC� 1 6 202I © copyright: MULHERN & W Structural Engineering, Inc. 0 cD z Jcr_ w w z c CD rn z w aa,. J C7 a Zi A �c �Em � m � a J Q o W C -0 y Lil m` L6 C N C CV)a M&K project number: 068-2001 1 project mgr: J,SB drawn by: DJ R issue date: `j 2-1 4-21 REVISIONS: date: initial: U) o J LL W � W 0 z C) x J � (L d Z h' 0 U 4 m x W� Q o z J J sheet: 0 PBSBP, I A r I •