Loading...
HomeMy WebLinkAbout36824 Yesler Drto to 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 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 9- CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND BOARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/11 ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN ST/%, Pl 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 DVS DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL FR FIRE RATED STRUCT STRUCTURAL FXD FIXED SUSP SUSPENSION FRM FRAME SGD SLIDING GLASS DOOR FTG FOOTING SQ SQUARE GA. GAUGE T TREAD GALV. GALVANIZED TB TOWEL BAR GC GENERAL CONTRACTOR T&G TONGUE AND GROOVE GEN GENERAL TEMP TEMPERED GYP. GYPSUM T.O. TOP OF GL GLUE LAM TR TOWEL ROD GLS GLASS TRPL TRIPLE TYP TYPICAL H HIGH HC HOLLOW CORE U.N.O. UNLESS NOTED OTHERWISE VERT VERTICAL HGT. HEIGHT V.L.I.F. VERIFY LOCATION iN FIELD HDR. HEADER HB HOSE BIBB W WASHER HORIZ. HORIZONTAL W/ WITH INSUL. INSULATION WC WATER CLOSET INT. INTERIOR WD WOOD WWM WELD WIRE MESH LAV. LAVATORY WpW WINDOW LT LAUNDRY TUB 111 VI 1 ��1j1a11TM Con'lpanies 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 HE DUPONT ASPIRE ELEVATION "B" 36820 YESLER DRIVE 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 042 AREATABULATION. ELEVATION "B" 1 ST FLR A/C F1,830 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 CS2 A1.1 A2.1 A2.2 A3.1 A5.1 A5.2 WP-I E1.. P1.1 S-0.0 F-1.0 F-2.0 S-1.3 SD-1 SD-2 PBSR-1 COVERSHEET & BUILDING DATA GENERAL NOTES FIRST FLOOR PLAN FRONT & REAR ELEVATIONS SIDE ELEVATIONS ROOF PLAN BUILDING SECTIONS TYPICAL WALL SECTIONS WATERPROOFING DETAILS FIRST FLOOR ELECTRICAL PLAN SLAB PENETRATION PLAN STRUCTURAL NOTES SLAB PLAN BLOCK PLAN ALL: WORK SHALL COMPLY WITH PREVAILING ROOF FRAMING PLAN CODES FLORIDA BUILDING CODE, FOUNDATION DETAILS NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS STRUCTURAL DETAILS ORDINANCES STRUCTURAL DETAILS REVIEW ®ATE DE 1 CITY OF ZEPHYRHIG PLAN EXAMINER ��Illllllppp' G. F vc 4 1 o �ii�'��•:c4 O R �J s'9 ION A, 1 Ir W o>-� >�Q0 W cnUWw QZ)wF- _jmmIr z0OW J Q � Z W CL=2C.. Z LL w �Pazo q) N n Q o 83 Q 0 O 0 C?J W wA x LL� z 0 � ~ wA w i mmmmw 0� U Im z 0 a O 1=- a lx U) w U Z O w F_ 4 ?z aaaaa' l 4e® "NOV 2 3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11 / 19/21 SHEET GS z n z J Z GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: F E FOLLOWING NDITI N GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL O THE CONDITIONS S HANDRAIL FOR STAIRWAYS HALL BE CONTINUOUS FOR THE FULL LENGTH F THE FLIGHT FROM A S O S S S CO UOUS O U O , 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 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1112 FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 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 2THE 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 . ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES OVER THE LOWEST TREAD.GLAZING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN DOORS. IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, COMPLIANCE WITH RAS 111. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. R302.6 DWELLING -GARAGE FIRE SEPARATION THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. THIS 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 LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF TABLE R302.6 DWELLING -GARAGE SEPARATION THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). COVERINGS UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURES SUPPORTING FLOOR/CEILING ASSEMBLIES USED FORSEPARATION IR () SUS O REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60-INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD OF R302.7 UNDER -STAIR PROTECTION FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 THE SHEET WITH A MAXIMUM FASTENER SPACING OF 12 INCHES (305 MM) O.C., AND ONE ROW AT THE END ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, INCH (0.25 MM). AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. UNDER -STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH (12.7 MM) GARAGES: 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARDS GUARDS: 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 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 RAMP AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES 762 MM MEASURED STAIRS, S GS, O ( ) THAT I HALF THE WIDTH SHALL BE INSTALLED AS FOLLOWS: APPLY A STRIP OF SYNTHETIC UNDERLAYMENT S FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 24 INCHES (610 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE CONSIDERED AS A GUARD. OF A FULL SHEET PARALLEL TO AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY FULL SHEETS OF REINFORCED SYNTHETIC UNDERLAYMENT, OVERLAPPING ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. SUCCESSIVE SHEETS HALF THE WIDTH OF A FULL SHEET PLUS THE WIDTH OF THE MANUFACTURER'S EGRESS: R312.1.2 HEIGHT SINGLE -PLY OVERLAP. END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. SYNTHETIC R302.10 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR INSULATION REQUIRED GUARDS AT OPEN -SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR UNDERLAYMENT SHALL BE ATTACHED TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH R310.2.1 MINIMUM OPENING AREA LANDINGS, SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN HEIGHT AS MEASURED VERTICALLY ABOVE MAXIMUM FASTENER SPACING, MEASURED HORIZONTALLY AND VERTICALLY, OF 12 INCHES (305 MM) O.C. SECTIONS R302.10.1 THROUGH R302.10.5. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 THE ADJACENT WALKING SURFACE OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. BETWEEN SIDE LAPS, AND ONE ROW AT THE END AND SIDE LAPS FASTENED 6 INCHES (152 MM) O.C. FIREBLOCKING: SQUARE FEET. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. EXCEPTIONS: PLASTIC CAPS WITH A NOMINAL CAP DIAMETER OF NOT LESS THAN 1 INCH. METAL CAPS ARE REQUIRED 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES (864 MM) WHERE THE ULTIMATE DESIGN WIND SPEED, VULT, EQUALS OR EXCEEDS 170 MPH. METAL CAPS SHALL HAVE R302.11 FIREBLOCKING EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. A THICKNESS OF NOT LESS THAN 32-GAGE SHEET METAL. POWER -DRIVEN METAL CAPS SHALL HAVE A IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND LESS THAN 5 SQUARE FEET. 2. WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP MINIMUM THICKNESS OF 0.010 INCH. MINIMUM THICKNESS OF THE OUTSIDE EDGE OF PLASTIC CAPS SHALL BE HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM) 0.035 INCH. THE CAP NAIL SHANK SHALL BE NOT LESS THAN 0.083 INCH FOR RING SHANK CAP NAILS. CAP NAIL STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. R310.2.2 WINDOW SILL HEIGHT AS MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS. SHANK SHALL HAVE A LENGTH SUFFICIENT TO PENETRATE THROUGH THE ROOF SHEATHING OR NOT LESS WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A THAN 3/4 INCH INTO THE ROOF SHEATHING. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAMED CONSTRUCTION IN THE FOLLOWING LOCATIONS: SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. R312.1.3 OPENING LIMITATIONS R905.2.4.1 WIND RESISTANCE OF ASPHALT SHINGLES IF APPLICABLE ) REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 INCHES (102 MM) IN DIAMETER. ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTIONS R905.2.6 AND R905.2.6.1. PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM R905.3 CLAY AND CONCRETE TILE 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES EXCEPTIONS: THE INSTALLATION OF CLAY AND CONCRETE TILE SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). COMPLYING WITH ASTM F2090 SHALL BE PERMITTED FOR USE ON WINDOWS SERVING AS A REQUIRED 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR, FORMED BY THE RISER, TREAD AND INSTALLATION INSTRUCTIONS, OR RECOMMENDATIONS OF FRSA/TRI FLORIDA HIGH WIND CONCRETE AND 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS EMERGENCY ESCAPE AND RESCUE OPENING. BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES (153 MM) IN DIAMETER. CLAY ROOF TILE INSTALLATION MANUAL, SIXTH EDITION WHERE THE VASD IS DETERMINED IN ACCORDANCE OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. 2. GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT ALLOW PASSAGE OF A WITH SECTION R301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 4-3/8 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 DISCHARGED THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE 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 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. 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 EXHAU T 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: M15o2.4.5.2 MANUFACTURER'S INSTRUCTIONS 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE DETERMINED BY THE DRYER MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF PARTICLEBOARD. LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES (698 R702.4.2 BACKER BOARDS THE INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONCEALMENT 5. ONE -HALF -INCH (12.7 MM) GYPSUM BOARD. MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN INSPECTION. IN THE ABSENCE OF FITTING EQUIVALENT LENGTH CALCULATIONS FROM THE CLOTHES DRYER 6. ONE -QUARTER -INCH (6.4 MM) CEMENT -BASED MILLBOARD. SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE MANUFACTURER, TABLE 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 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 BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL THE RISER HEIGHT SHALL BE NOT MORE THAN 73/4 INCHES (196 MM). THE RISER SHALL BE MEASURED INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ADHERENCE TO APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BE PROVIDED IN FLOOR -CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS, ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. to PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R311.7.5.2 TREADS SELF -ADHERED MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. ALL EXTERIOR MAKE THE REQUESTED INSPECTIONS AND SHALL EITHER INDICATE THE PORTION OF THE CONSTRUCTION OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE THE TREAD DEPTH SHALL BE NOT LESS THAN 10 INCHES (254 MM). THE TREAD DEPTH SHALL BE FENESTRATION PRODUCTS SHALL BE SEALED AT THE JUNCTURE WITH THE BUILDING WALL WITH A THAT IS SATISFACTORY AS COMPLETED, OR NOTIFY THE PERMIT HOLDER OR HIS OR HER AGENT WHEREIN MAINTAINED. MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF SEALANT COMPLYING WITH AAMA 800 OR ASTM C920 CLASS 25 GRADE 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 N INSPECTION OE MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE AOFOU FOUNDATION SURVEYSHALL E PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311.7.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW 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 SHALL EXTEND 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: 00 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. DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, PROTECTION AT THE HEAD AND SIDES. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND 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 ( ) PR 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/AAMANVDMA 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. 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 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 PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. W >-=OC wz0_L wwZ0 >oca0 W ❑ 1- o c�UWw a ❑ w F- 2 J � ❑ 0Y 0� Y 0 1- Z ,b LL 00 C/) Z Z z p Z_ _ja� J W a- it q= _3 U) 0 U ❑ = Z W U) �F-az❑ P n � n M (�'( 0 �= v Q o Q 0 0 U) O ma Qo 0 N Z 0 O ij w w Z w a, Lovl N< L 1 z O a A Z O r_ IL U W 0 z Z oA ENS° •v*e 7 4 ®w �TE/OF o 2021 'COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET CS2 L ...... m .................. a r r 381_811 10'-011 12'-011 161.811 - 611 111.011 611 STUCCO WRAPPED — — — — BEAM @ T-8" — d o STUCCO WRAPPED I o 2 ui = 4X6 POSTS 0- : A5.1 a00 a u LANAI u o - O ¢ 8'-8" CLG. O ' -1 1 MOISTURE RESISTANT U _ W DRYWALL CEILING 8'-8" 9'-41v 1 141.811 1 10 *35 SH 1�o�cb 35 SH \`L (53"x63") EGRESS 3'-8" ro 2s6s r XFER HB. /� 181_611---� GRILL 15'-2" I �� I �RK RETURN AIR GRILLE ;, o, o AHU ON OWNER'S STAND SUITE GREAT _ _ 30" AFF = r� ROOM 1 -IN �? 8'-8" CLG. r� 1 8'-8" CLG. T r 00 r- ADD 7/16" OSB TO MECH '— MECH. CLOSET _ co O O CEILING FOR FIRE IN M KX DRAFT STOP 1 11� 5 -12 i� PTR - ;„, BRK Lo 6, II LICp 3-SIDED ACRY N '-0� i SURROUND 3111 10 2 1 ch 81-11 zo ' 4-11 - 36"x60" ACRYLIC SHWR PAN I I I O. SUITE co - o I BATH N 8'-8" CLG. may, co Lo `y) -1 ao i E c4 W wIN L� �s� 7— � I ° ° zo z < U 1668 1N 2X4 LOW WALL DINING 36" HT. FLAT a O r--_ ITCHE i BRK - 0 I. ' AREA COUNTERTOP ---- r. a'-8" LG. , ' I i I I I �o co 2� ' CV WC r 8'-8" CLG. h , 31_5211 - L+ F_811 i I ;. OS WI V O 1 0 1 111 10 -52 21_411 41_911 M 811 d 1 111 8 -112 ' I06 ' oC i 8'-8" CLG. d ' i , m 06 REF. i i i -1 REF. WATERLINE ----•----� I I --------- ---- I I fIN I I I R&S HI & LOW - - ' I — --- -- '-----------J7477 O _ W 00 Lo Lo w BEDROOM 4 �? 0i i� w o LNDRY A,, T W o N m C7 8'-8" CLG. CL. 1 oc I = 8'-8" CLG ' I NI - co _ cccoo � rT N DRYER C�'��s BEDROOM 2 N X �-IN �, I VENT �' 0, (±L 8 8'-8" CLG. co r i 1 (.4 WASHER I 1 = �C) T 21_7111 . OX p �6 .,, (4)'L _ - T� - T 1 2 S H BRK -' A5.1 - 12'-9111 5,_211 r1 6'-8211 V 1 10'-2" XFER T :IcV 21_5111 T- 2crl GRILL �' BR 41_`+111 m - ��J%GG _ »,`: (+7 XFER ro2'. `LR' HALL GRILL '-- ACRYLIC ��' ti6 HALL SURROUND BATH 8'-8" CLG. Y 2868 SC W/ N TUB PER 8'-8" CLG. �� in3,-9111 in51_8111 SELF CLOSER �� CV WH O COMMUNITY 9 -0 LAV 2 I 2 18 -10 SPECS 31 111 - - i b - F----------- 7 BOLLARD PER 22" X 54" 2'-011 ' WC It � @1 - I 2 CAR COMM SPECS X N dco I_ ----------� GARAGE _ *—IN N-=--- R&S CL.--- I � i CL. cMld -1 _ TO I FOYER 8'-8" CLG. ����, 1/2" CEILING BOARD °.. 8'-8" CLG. ABOVE 31 2111 q6'� 1/2" WALL BOARD ON N ��q, R, GARAGE SIDE PROVIDE c'o �� INSULATION AS REQ'D 61.811 lo 2'-4" XFER q GRILL 2" CONCRETE p CURB CV = BEDROOM 3 —1 8'-8" CLG. I CD ENTRY I 1 \\ / 12'-0" ao ol 8' 8" CLG. I / HEADER AT T-4" I �• `� I HB. o *25 SH i �'� 16070 GARAGE DR. � cV (37"X63" EGRESS) I16'-011 5'-011 8'-4" 1'-0' 4'-4" 2'-011 21_011 13'-411 5'-411 I 201.011 381.811 FIRST FLOOR PLAN SCALE: 1/4"=1'-0" - 11 I'. ,i.l d--tdl,.,�d�� 0 1,IP;.�:�S�T,i1� A Jfll.pil III di I, 1 1 - --1 LEGEND SYMBOLS A BUILDING/WALL SECTION SHT MARKER OINTERIOR ELEVATION MARKER * EMERGENCY ESCAPE & RESCUE dP ELEVATION STEP BRKX FLOORING BREAK WALL TYPES 2x WOOD/STEEL FRAMED ��\� PARTITION INTERIOR PARTITION w/ ® INSULATION CMU WALL CMU WALL w/ FURRING & INSULATION NOTE: INTERIOR WALLS ARE DRAWN TO ROUGH DIMENSIONS SECTION @ TYPICAL KITCHEN ISLAND FLAT STEEL SOLID SURFACE BRACKETSPACED R16" O.C. FOR COUNTERTOP VERHANGS GREATER THAN 10" TOP PLATE 1' 2" MAX 2x4 STUD WALL SEE PLANS FOR WALL LAYOUT _ 1/2" GYP. tBASE CABINET AS BD. A PER SHOP DWGJ N WD.BASE MOLDING FINISH FLOOR FINISH FLOOR SUBFLOOR TYPICAL DOOR PLACEMENT DIAGRAMS ODOORS LOCATED WITHIN A LENGTH OF WALL ARE TO BE CENTERED UNLESS DIMENSIONED OR NOTED OTHERWISE. ler DOORS LOCATED ADJACENT TO WALL OINTERSECTIONS ARE TO BE PLACED 3" MEASURED FROM INTERSECTION TO DOOR JAMB UNLESS DIMENSIONED OR NOTED OTHERWISE. w 3: 0 >_ 5; o LU cUwW n F- > J !L Z) 0rr� Y O I- Z ,6u..O_Ocn z z Z H rv-Z J Q J wa-=�� �Wp0U = Z IL W ¢ Z o O ¢� F- Fa— O O O lie I V O M� W c 0 O ITTITT" O 0 z w (L U) vJ 0� Oct 1­4 iiZ z O (L cl w U) Z OIi d Li Z a s V a s o, O :Cc: •� ov 3 20 1 P: sG OMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET A l l • 0 rj WINDOW TRIM DETAIL / SCALE: 3/4"=1'-0" GARAGE TRIM DETAIL SCALE: 3/4"=1'-0" ""°° T d T STUCCO WITH SAND FINISH FOAM MEDALLION DETAIL SCALE: 3/4"=1'-0" 11 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) `35 SH SCALE: 1 /4"=1'-0" 12 5 12 5 35 SH BLDG. HEIGHT ROOF SHINGLES PER COMMUNITY SPECS 1'-0" $'-0" 1'-0" (TYP.) 4" WIDE STUCCO 12 12 BAND (+1) 5 12 5 0 � 12 HEEL HIGHT T 5 5 ROOF SHINGLES PER 'a - - - - - - - Fr=7- COMMUNITY SPECS 4" WIDE STUCCO (TYP.) BAND (+1) 4" �, CRICKET 6" WIDE STUCCO o T.O.. _MASONRY _ _ _ _ _ E BAND (+1) T.O. WINDOW,- -- lo 4" WIDE STUCCO BAND(+1) 18"DECORATIVE I El p El El El El F=I FOAM SHUTTERS I 1 4 WIDE STUCCO BAND (+1) *25 SH 2'-0" STUCCO 2 FIN FLR N BAND RETURN 3068 16070 GARAGE DR. FRONT ELEVATION SCALE: 1 /4"=1'-0" 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 AS'IM 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) e��e®®gym Rs 0 782' r � • 7a AT o• �®!1 cc W � 2 � �:OOI- 5:crLu <o LLIZ)pH UWw cn Q p W > JY� Y O F- Z LL.00U) Z z z F— Lu Z_ -1 Q J Wa.=�� � U) 00 = Z LL U) �F—QZ❑ cc C ZZ � Q O � �i Q H U) z O M••w V O > Im w 0 w o w z w a M cts U) Imm m< Z O o A Z O_ U U) W z oa cn W A Z' <a vie e LT.. ' .F e. Nov 2 3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET A2.1 0 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5 12 5 1,-o„ ol 00 n 12 5 12 5 35 SH *25 SH 21-011 FIN. FIRST FLR LEFT ELEVATION SCALE: 1/4"=1'-0" ROOF SHINGLES PER COMMUNITY SPECS (TYP.) RIGHT ELEVATION SCALE: 1 /4"=1'-0" 12 5 12 5 12 5 FIN. FIRST FLR PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY BODY COLOR TEXTURE FINISH :�:•' '_`;:t.''>..:c::, TRIM COLOR SAND FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C 1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3—COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) Ir p J H W ZOm wwz0 >oCQO W ❑ H � w Q ❑ CC W �i J � W W ❑ IY cr IY Y 0 I- Z ,6 IL O O Z Z Z ~ Z J Q � J W CL = ir IZ 3 0 U :=ZILCH z ❑ H Q00 cz 0 ^1 � Q O � Q H 0 (1 U Z 0 .j IL" I-" cm < � w 0 W w w � A o� U) i� i z 0 a O_ r w U) W vI 0r^ d ♦_ Wn Fi Z a a a a a ®d 'o • * m lY •w luil sC,ry » nngqqq 2 2YLA COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET A2,2 I A , lk.1.6,11.r dl., end.. a. L, i A.hlla ICI I tj 10 ROOF PLAN SCALE: 1/4"=1'-0" ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 2403 SQ. FT. If 53 SQ. IN. UPPER VENT 40% NET VENT MIN. 461 SO. IN. UPPER VENT 50% NET VENT MAX. 577 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 4 VENTS NET FREE AREA UPPER ROOF VENTING 552 SQ. IN. NET FREE AREA SOFFIT VENTING 601 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SO. IN. / LF. 92 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIPS RIDGES OR VALLEYS, MIN., TYP. 13806.2: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 SECTi�N R905.2 FOR TILE ROOFING REFERENCE TO SECTION 005.3 G. �S FR .. PE N 0 • r * s E OF .0 0'• A�P,• Ir w it wz0= O 1- ~ >cr<0 W ZD 0 U) U w w Q � W ~ _ J > cr cr_ Y 0 I- z LL00C/) z z z F_ w w J Q � J C__ir(L �U) 00 Z2ZILC/) �t-Qzo N - `•ii IY r � �v Q O 0 � Q a 0 0 0 U 0i r...� Z LLM 0r 0 'I1 o w w CL z 0 a A O r in w z Z Od V7 c a a a a a lz z a: r i NOV 2 3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET A3.1 r- z w U) z O 0 z w z Q ❑ 06 U) z J 0_. W U) w 2 I- z_ U) H 2 C7 t}r F- tr W a_ 0 Ir a. tY W 2 H 0 z Q 2 C7 0- 0 0 W Wr^^ uJ W Ir 0 to PRE-ENG. ROOF TRU FRAMING SHEET FOF IN - T.O. WINDOW FIN. FLR. FOOTING PER FOUNDATION PLAN BUILDING SECTION SCALE: 1 /4"=1'-0" BUILDING SECTION SCALE: 1 /4"=1'-0" m 2 A5.1 i WALL JDOW m =LR.A� FOOTING PER FOUNDATION PLAN W 3: 0 >- >OC¢0 W 0 F- U W ui Q�WI- _ > J c ,b 0 0 Z W W a- Q = Z O PQzr� cz O �Q Q 0 0 ca U O Z '-j 0 Im �., W q ~m ji O u�•1 w� o� I w ZA w~ ME="A cn mcc O O I= - a U) W to Z Od w • �aaaa •* F ter , +yiy • �� `3 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET AS. I i I I - - - t, 0 0 12 SEE ROOF PLAN INSULATION PER - COMMUNITY SPEC. SEE ENERGY CALCS. 1/2" (MIN.) CLG. BD. - 1 x 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 Ca 24" O.C. BASE BOARD 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. WALUM DRIP EDGE SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING SEE STRUCTURAL PLAN PRECAST WIN. SILL SLOPE GRADE AWAY FROM HOUSE 0'-0" FIN. FL. —FOUNDATION PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL @@ WINDOW SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS 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 GYPSUM BOARD z J 3 1/2" CL w GARAGE � /% CV ELECTRICAL M PANEL CONCRETE `v CURB REFER TO PLANS GYPSUM BOARD z" GYPSUM — BOARD NICHE FOR — ELECTRICAL PANEL & WIRING ELECTRICAL - PANEL EXTERIOR--- CMU BLOCK WALL CONCRETE — CURB REFER TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE DIMENSIONS PRIOR TO Tr' '-- ri > SLAB ON Rom' �r�x �"r � �.r GRADE AT CONSTRUCTION. GRADE GARAGE ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER 12 R905.1.1.1 (SEE SHEET CS2) SEE ROOF PRE-ENGINEERED ROOF PLAN TRUSSES AT TYP. 24" O.C. BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END OF TRUSS - REFER TO STRUCTURAL. OILTOP OF C.M.U. I (REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA EE BD. w/ALUM DRIP EDGE E V. 1/2" (MIN.) ---- CLG. BD. SOFFIT INSTALLED PER (a" TYPE'X' GYP. BD. MANUF. SPECS TO BE PROVIDED WHEN LIVING SPACE 2X PT BLOCKING IS ABOVE GARAGE) SEE STRUCTURAL GARAGE SLAB, SEE STRUCTURAL PLANS SLOPE PLAN 8" CMU BLOCK W/ CEMENTITIOUS FINISH (BEYOND) EXPANSION JOINT DRIVEWAY PER COMMUNITY 4" SPECS 0'-0" TJSLOPE FIN. FL. _I - FOUNDATION cl) PER STRUCTURAL DRAWINGS WALL SECTION @ GARAGE DOOR SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR LIVING SPACE REFER TO PLANS T.O. M I I I I ' I I I I i I I I I I z g � tx w d I I I I I I, I I I I I I I I I I I I I I UE: CV M co - (V ilL �l 1' oll k" rLooH ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = V-0" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION - w i- =ir 00E- } > OC ¢ O LU cnUww Q�w� �trcc T- Y Q F- z LL00� zzzp:z J Q 2 J w o- 2 oC a U) ❑ w w �I=-Qz❑ n N V C n O � a Q 0 0 U 0 c cn Z o 0 wi 0-0 < % W� U U w on" w w CLU) ilk z 0 a D ol O_ w En w W O� c Z aaaaa lloy 1 2 2021 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET AS.2 z A :) z O J z 2 O 2 z z z O 7C O L z z J O 2 i 2 m D z w z ¢ L9 z x z 5 W w NOTE: FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR FMA/AAMA/WDMA 400 AS PER R703.4.1.4 (2020 FBC-RESIDENTIAL, 7TH EDITION) "L" FLASHING SCALE: N.T.S. "VOOD SHEATHING 0 MIN. GRADE D PAPER BACKED ATH OVER BARRICADE PLUS WRB DR APPROVED EQUAL) 'THICK, 3 COAT CEMENT PLASTER IETAL LATH AP WRB & TAPE OVER ROOFM/ALL CREED X5 "L" TYPE CONTINUOUS GALV. IETAL FLASHING (NAIL TO ROOF ,ECK, NOT WALL SHEATHING) INDERLAYMENT PER CODE ,AP SHINGLE - DO NOT NAIL, JSTALL WITH ROOF CEMENT IOOF CEMENT ;HINGLE ROOFING 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY SEAL EDGE OF P.T. WOOL BUCK TO MASONRY 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. $' THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP F_ WRB APPROX. 1-1/2" ABOVE SHINGLES ROOF/WALL SCREED Q g 5X5 WALL FLASHING KICK -OUT FLASHING (SEE DTL. BELOW) cr- w - FELT UNDERLAYMENT AS REQ'D BY CODE SHINGLE ROOFING FASCIA WRAP DRIP EDGE: OVERLAP 3", EXTEND BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. KICKOUT DETAIL SCALE: N.T.S. STEP 1 FOLD O FOLD INWARD @ PT. A STEP 3 vv FOLD @ vw `W 77- FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. C STEP 2 EXTERIOR CMU WALL 1) PROTECTO WRAP LWM200 OR SIMILAR ON WINDOW SILL, JAMBS AND HEAD. APPLY AROUND CORNER AND EXTEND 6" ALL AROUND THE EDGES OF THE WALL PRECAST SILL 0 FOLD INWARD @ PT. A CREASE @ PT. B STEP 4 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 F'' 0 7 82 TE -�• S 0 cr W �- _ cr_ �0>_I- wpwCaO UU�nw < w �- 2 J F- > Y O I- Z � U- o ZZz~Z_ J Q 2 J w0-=ccq z)=zu-cU ¢?o �i � Q N ao 0 i i O U 0 O z 0=0 � O O O� � o a� J W w Tit A N a Ir� z O a A 0 i= a in w cn o� w rn w Z aaaa< k -. D .� 23 2021 COMMUNITY: LINKS SPRINGS PLAN # 6101 RELEASED: 11/19/21 SHEET GYP `I r n z J L n u to Iu to tj FIRST FLOOR ELECTRICAL PLAN SCALE: 1/4"=1'-0" ELECTRICAL METER (V.I.F) 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. BAKER 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE -I I I I ELECTRICAL RISER DIAGRAM NOT TO SCALE ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET Fl GROUND FAULT INTERRUPTER DUPLEX OUTLET 220 VOLT OUTLET USB COMBO OUTLET WALL SWITCH 3 THREE-WAY SWITCH FOUR-WAY SWITCH KEYLESS LIGHT FIXTURE CEILING MOUNTED LED LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE ol VAPOR PROOF LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE f� EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR F4 TELEPHONE (OPTIONAL) El TELEVISION (OPTIONAL) BRI ELECTRIC METER 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 W Lu �OOI— i >oCQO (nUW W Q � w I. _ > J (Y IY iY Y 0 F- Z LL00U) zzzF'z w Q J W C- 2 tY J IL z LO U) �F-Qz❑ n Q O dz' O � Q Q 0 0 he U 0 "01 o a 0 0 J r U 0 W-j m : U) i -" w W-0 LL w U) j z 0 a D ol O_ U) W z� Z O 4 O [a aaaaa lzz COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED: 11119I21 SHEET E1.1 Q M SLAB PENETRATION PUN SCALE: 1 /4"=1'-0" cr W Lu �OOf- } >cca0 W �C)F- cnL"w v < D J (n W UJ odLL00cn zzzF'z_ tY J Q Z J w rU) 0CU =2ZU-cn �HQzo q) o cz H Fa- 0 Z c30 0 h-i im 1 � o WrLir i z o w I w CL 2 I CL J U z O D a O tn w z Z O 4 � o �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6101 RELEASED:11/19/21 SHEET P 1 '� • z w U) z O U z w G r �-- 1 l - -- - - - - - -- -- - �� I API I I,I H .LVII Q. I J4'i: Hi i 0.1111 1 11111 IF, I I I I I I I I I I I I I 1 11' q,_ MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO L4J MIN. (1) GOURSE/BOND i LQJ}i- MIN. (1)GOURSE/BOND 1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL GROUT CIROUT BOTTOM REINF. 4,! �.:. Q PREGA5T LINTEL w/ PREGA5T LINTEL W -t--'�- t EMBEDDED REINF. #-� EMBEDDED REIN. MB-I MB-2 rr--T TOP GOUR5E, IF TOP COURSE, IF 1 L4J I m J I LQJ I I 1 REQb PER ARCH. REQ'D PER ARCH. TOP REIN. OR OONT. GONT. BOND BEAM BOND BEAM REIN. REIN. A5 REOV GROUT GROUT BOTTOM REIN. BOTTOM REIN. ,-` PREGA5T LINTEL W EMBEDDED REIN. I PREGA5T LINTEL w/ 'S�2 { EMBEDDED REIN. MB-3 N MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-OB/OT ----- -----_ MB-2 SF&-IB/OT ---- (1) #5 M13-3 SFI6-IB/IT (1) #5 (1) #5 M6-4 SRFI4-IB ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: 1. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. SHORE FILLED LINTEL5 AS REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5. 5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k51 6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS P65B-I 5TRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE. • FOOTIN6 DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT N/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: Pc = 2,500 psi: ....... FOOTIN65 2,500 p5i:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE. • FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • 6ROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AG 1 530/530.1 •ElREINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MA50NRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD 1N PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR HALLS. (AS SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - 13UILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, 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 @ 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION 5PEG I r-I GATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3x0.131 NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J0I5T/BLK'6. (3) NAILS @ 4" o.c. (5) NAILS @ 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" O.C. TOENAILS @ 6" o.G.* BLK6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.G. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA (11) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) TH 15 MODEL HAS BEEN DE516NED IN AGGORDANGE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (SEGT I ON 1(90q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED i EXP05URE ONLY: 40 MPH - EXP. B WIND IMPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENCLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT L15TED HERE REQUIRES FORMAL EVALUATION 4 APPROVAL FROM M+K STRUGTURAL ENGINEERING. EXTERIOR 4 SHEAR AALL SHEATHING SPEC I r-I CAT I ON5 INDICATES LOCATION AND EXTENT OF SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF 5TNDRD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 0513 FASTENED W PI �2"x0.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED W P3 2y211xO.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2�2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL 5TRUGTURA:'_. PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8) 3y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR IAIALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL PRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'4' WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5.50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUGT STANDARD P51 OR P52, OR APA PRP-108 WITH 33(b SPAN RATING (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA RATED 5HEATHIN6 -7-tb EXPOSURE I O5B OR PLYWOOD PEi U.S. PRODUCT STANDARD P51 OR P52 OR APA 1 ACCORDANCE WITH THE UL DE516N5 SPECIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH.Wind Zone EX1205ure Boo OPENIN6 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q PSF +18.5 PSF/-20.q PSF 166orage Door +I1.1 P5F/-Iq.l P5F +I1-1 P5F/-Iq.l PSF 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 PSF/-26.4 P5F 50 SOFT. +Iq.0 P5F/-20.8 P5F +Iq.0 P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.5 P5F +I8.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 PSF End Zone is defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pressures have been derived from 2020 FBG Table R301.2(2). ©Pressures charted here are allowable pressures and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pressures. ROOF FRAMIN6 SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYW000 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.1I3" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/ 51MP50N VTGR CLIPS @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS a 16" O.G. UPL I fT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' S1 MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLU5H G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNECTED WITH CONNECTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51611 THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • c = _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL EXTENT OF OVERFRAMIN6 • ® --INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES). J L METAL HANGER INDICATE5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "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 STAIRS 4 DECKS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUARD5/HANDRAIL5 = 50 PSF @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RI5K GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTE0 WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS @ 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES @ 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 N/ 1/16" 055 FASTENED N/ 2Y2"x0.151" NAILS @ 6" O.G. @ EDOE5 4 12" O.G. @ GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6: L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A0 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3'W.131" NAILS @ 8" O/C OR 2 ROW5 Y4"x3Y2" 51MP5ON SD5 5GREWS (OR 3)/2" TRU55LOK 5GREWS) 0 16" O/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/5GREWS 2" FROM E06E. SOLID 3Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM ED6E. A SOLID -f" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TON6UE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS @ 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTES • (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EACH STRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB N/ (5) 3/b" DIA, x 3 Y2" LON6 TAPGON5. • FASTEN END STRINGERS TO ADJACENT WALLS N/ (2) 3x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 5EGTION FOR MORE INFO. seal. ®e��`. i�' FF • o -O T Of i •, eeiF 1 © copyright: MU'Lfit oi4491 3 2021 Structural Enginee ng, Inc. oCD z z J0= W W Z o z �eZ W J - i Q .a z� Q U -,r a- TT Q W J "ra m >. We a� WJP z W 0 5Y Y o y 4cc WN m` M C. M&K project number: 068-200 `I 1 project mgr: JSB drawn by: DJ R issue date: 1 1-1 8-21 REVISIONS: date: initial: Cz 0 Q 0 O � O w Q � Z 0 Z a J (n d z Q 0 � 0. N 4 F- U) C� J J sheet: SM0.0 0 0 0 r 40 • e • 2'-0" IN M LANAI SLAB: 3 ,V2GONG. SLAB ON GRADE (2500 P51 c� MIN.) w/ 6x6-W1.4xW1.4 I MESH OR FIBER MESH ON q5% COMPACTED FILL OR VIR61N SOIL. I q � I 5D 13 R2" STEP 5D-I 12" WIDE GONG. TURNDOWN EXTENDED MIN. 12" BELOW GRADE 2 5D- • • • • • I • • ,I I 6'-4" • I FRENCH DOOR - RECESS PER MANUFACTURERS INSTRUCTION I •I I I' I g • I NOTE: REFER TO BLOCK I PLAN FOR ALL DOWEL LOCATION DIMENSIONS. I I I •I � I .I 2 I 5D-I I I Iq'-4n I 4 5D- I 3 Y2" STEP mel moss, MIN 5D— I I --1 -3 y2" STEP J • • I I 5D-I I o I I Io I I 5 Io 2 5D- 13'-4" 5'-41I 38'-8" 20�_I ,1 10 I• I 1- I t I• -3 y2n STEP 2 5D-1 I. HVAG UNIT I• I• 4 I I 5 I I 5D-I I I• ' GARAGE SLAB: 3 /2 GONG. SLAB ON GRADE (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 MESH OR F I BER MESH OVER 6®®� . MIL. POLY ON 015% COMPACTED FILL OR VIRGIN SOIL. I• I w � I I 0 • • 0 c� LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARI N6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: :I EXTENT OF OVERFRAMIN6 •.,.- _-. _.._-_INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOCATION OF REINFORGED GMU GORE (SEE NOTES) J L METAL WHIR, INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES � SCHEDULES 1j s �, f °Llp; or- © copyright : M' Structural E 2QL ingT , n . �..z Z JL W w z c CO z rn w a J LZ a Z= . QEll C-) at =) t c CC LU Cn E S-� Q M E > J- 1 a z W o Y��,p 0 y 2 C9 Nd �. C N co M M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: `j 1- `j 8-21 REVISIONS: date: initial: o o q Z 5LAB PLAN sheet: 4 O LL W cn 0 z x � a U) Z) Z0 (L x C� z J J 20'-0" SCALE: 1/4"=1'-0" (22x34 SHEET) SCALE: I/S"=1'-0" (110 SHEET) Fm 1 *0 O i ri a CI I _ I m � 1 A 0 to 4'-2" le 4'-6" 3'-0" 6'-4" 5'-01/2" 5'-11/2" 4'-6" MB-I I I MB-1 I MB-1 - IL.)--1 oe 51-011 3'-211 51-211 1-011 16'-011 2'-011 13'-4" 5'-4" 20'-01I I r- I 0 LOOK PLAN LEGENP • ® INTERIOR BEARIN6 WALL • _ = = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL r- .-.-.--.1 I: :I EXTENT OF OVERFRAMIN6 •----- - - ------INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE ED (5EE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. MA50NRY LINTEL VETA I L5 REINFORCEMENT MARK DE-516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-1 SFS-OB/OT ----- ----- MB-2 8F8-I6/OT ----- (1) #5 M13-3 8FIb-IB/IT (1) #5 (I) #5 MB-4 WF14-I13 ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REOURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 ksl 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW MA50NRY LINTEL A55EMBL I E5 5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADO'L INFO rr--T, MIN. (1) COURSE/BOND I '+a— MIN. (U L4J i BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL GROUT GROUT A+! . BOTTOM REINF. PREGA5T LINTEL w/ Q PREGA5T LINTEL w/ # " EMBEDDED REINF. EM13EPPM REINF. MB-1 MB-2 rr--'1, 1++— TOP COURSTOP COURSE, IF E, IF I LQJ ire LQJ I I i REQD PER ARCH. v t i REQb PER ARGN. I TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. REIN. A5 REQp GROUT GROUT _ BOTTOM REIN. ' BOTTOM REIN. -- PREGA5T LINTEL W I a• I PRECAST LINTEL . # EMBEDDED REIN. i�f- EMBEDDED REIN. M13-3 N M13-4 REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES ,,� , r� •i r ' O • f s ��'• AT OF �•� fill 41i66i20Z6 © copyright : MULHERN 2 Structural In? a ring, ac0 Z JL w W z o c0 z LU oQ. J � Q Z= Q� �E� LU >r =J m a J� 9. CD CD Z W c Y 2 C9 y LU hl 1 M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: `j 1-18-2 `j rdate: IONS: initial: J W 0 Z � F- Q. z Y O U a, O � m Q sheet: Q rx 0 UL W 0 z x (L W d U) J U N 'Q U) I~ � 0 z .1 J SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (Ilxil SHEET) Fm2.0 0 O 0 0 PPAP I AKlAI npnPPFn RFAMC,• LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I:::::::::I EXTENT OF OVERFRAMIN6 •---° - - INDIGATE5 1/8"A" SAW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 POST ABOVE. PROVIDE 50LID BLOGKIN6 UNDER POST OR JAMB ABOVE. ROOF FRAM I NO • SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS GONNEGTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24lb, EXPOSURE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/e"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END It DRAG TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGE5. • ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR GLIP5 ® 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 B651 I GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." • ROOF TRUSS SHOP 1OW65. SHALL BE SUBMITTED TO ARCH i ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS P 16" O.G. UPL 1 f'2T CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51 MP50N H2.5T SINGLE ROOF TRUSS BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61PDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRU55 OR PORCH ALL SIMPSON HETAI6 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES ff SCHEDULES seal: %.e . • � N s r�G rid No •': *. * CC. -MO . -o i AT OF ; 4v © copyright: MeAW&W 23 2021 Structural Engineering, Inc, 0 CD z JLU W w Z 04 oc C7 z C" w CL J Q CD Z= I— A d a c E UJ �a m JH z 0o VC, W Y o ti c�e ML6 W C CV C'7 O. 7 mr M&K project number: 068-2001 1 project mgr: J S B drawn by: DJ R issue date: I I -18-21 REVISIONS: date: initial: 0 LU 1 LL / W `\ I ►-� � Q / I 0 CL HIP GIRDER TRU55 / I I z 4 HIP GIRDER RU55 I W SD-2 D� J 0 o I (51 M.) (51 M.) H I P 61 RDER TRU55 o v 4 \ I � OI_t.� U ►— IL O 5D-2 I / \ I _ LL w0 �e r% 4v < u) z ('� Q J J ::�::Tl II L.I-.� RCC� FRAMING PLAN SGA LE: I/4"= I'-0" (22x34 SHEET) VALE: I/6"=1'-0" (IlxI1 SHEET) sheet: Sm 1.3 FILLED GELLS (SEE PLAN) 8" GMU BLOCK L7UL# R4.1 FI-FOIL OR EQUAL 4" GARAGE OVER %" FURR STRIPS -PER BUILDER .......: (1) #5 VERT. FROM FT6. TO N p TOP YICIwI L./ BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. t (5EE PLAN) @ CORNER 30" GROUT GELL SOLID F —1 X. ---- GONG. OR PAVER 6ARA6E WALL z d .I ° DRIVEWAY BEYOND ° 11=1 I I-1 I 1 11 p GRADE 11—III_III—III—I � III m 4�� (SEE PLAN) AB o -III III I v I I I I I I Q .° ° 11=1 I III III I I I I —I 1—'' II III I I III— _ =11 m l l l I I I I=1 11= 16"x8" THICKEN: EDGE W/ (2) #5 GONT. THICKENED EDGE @ 6ARA6E DOOR DETAIL SCALE: NTS ' I=III- q III 1) #5 DOWEL IN 6" HOOK AT ALL VERT. WALL REINF. III III=III I I I (SEE PLANS FOR LOCATION) GLEAN COMPACTED _III__-1 I FILL @ q5% WI TH MONOLITHIC, FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS I -STORY: 1'-0" WIDE W/ (2) #5 BARS SOOTING SECTION YS/ BLOCK PETAIL SCALE: NTS PATIO/PORCH/LANAI SLAB (SEE PLAN) 8"x8" THIGKENED - SLAB W/ (1) #5 GONT. 3 THICKENED EDGE DETAIL SCALE: NTS 8" GMU BLOGK 8" GMU BLOCK 8" WIDE GONT. 8 GMU BLOCK BEYOND R4.1 FI-FOIL OR EQUAL (U #5 VERT. FROM FTC. TO 41X R4.1 FI-FOIL OR EQUAL # (1) 5 VERT. FROM FT6. GONG. CURB 3 „ OVER /4 FURR STRIPS -PER BUILDERv BOND BEAM. LAP w/ OVER BUILDERR STRIPS -PER EXTERIOR DOOR FOUNDATION DOWEL MIN. TO BOND BEAM. LAP w/ In w HOUSE SLAB 30" GROUT GELL 50LID HOUSE SLAB FOUNDATION DOWEL MIN. 30" GROUT GELL } 6ARA6E SLAB (5EE PLAN) MTL. THRESHOLD SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI (SEE PLAN) SOLID SLAB OR PAVERS Nil PAVERS (SEE PLAN) q (SEE PLANS) ` q 2Q d d . - ° '. .q .d '� Z q. � O —III III III —III III III=III=III I I' III III I I I �' I I I I_I I I=1 I I=III-1 I I III —III —III —III —III —III —III —III- 16RADE III=III= � - I=III _ _ III=1 I I=III=1 � I _ _ '; III=III= � _ I=1 I I _ _ _ _I � e III=III=III=1 � I= _° at'N 7011 O z a` III I I I --I I I- � EXP JOINT I I 1=1 I I—III-1 1—I m III I I = I=III=I_I=1 11 III= m =I I `. d =III=I' 11=1 - III = 1) #5 DOWEL W/ 6" HOOK AT 11� I1- 1) #5 DOWEL W/ 6" HOOK AT 11=1 1 I1=1I1-I' III-1 I I- ALL VERT. WALL REINF. I I I I' I I -I I :I I I I I III-1 I I-11 I _ 11 I I I - - I I1=I I1- ALL VERT. WALL REINF. III=III_I I I-1 I III- I �=1 I I—III-111-1 I (5EE PLANS FOR LOCATION) I � III—III—III=III-1 —I ,_ MONOLITHIC =I I III III=III I I (SEE PLANS FOR LOCATION) GLEAN GOMPAGTED .. FILL @ q5% III I _ GLEAN GOMPAGTED III 111- I �' FOUNDATION W/ (2) #5 GONT. ON GHAIR5 GLEAN GOMPAGTED FILL ®q5% , MONOLITHIC FOUNDATION STANDARD DENSITY WI TH MONOLITHIC FOUNDATION W/ (2) #5 GONT. ON GHAIR5 FILL ®q5� STANDARD DENSITY AND TERMITE WI TH STANDARD DENSITY WI TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE TREATED ��2-5TORY: 1'-4" WIDE 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS w/ (2) #5 BARS w/ (2) #5 BARS I -STORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS W/ (2) #5 BARS W/ (2) #5 BARS LAt6 E GURU flETA I L ENTRY 1�OOR i�ETA I L SCALE: NT5 . EXTERIOR SCALE: NT5 JNALL @ PORCH/1"ATI 0/1ANA 1 DETA I L: Y2" GYP. BD. EA. 51DE OF 2x4'5 161, O.G. /Y 2" J-BOLTS 6" FROM EA. END OF WALL AND __5PAGE ® 32" O.G. 2" (6" MIN. EMBED) wFy x STUD PLATE TIES PER PT BOT. — PLAN ® STUD TOP 4 PLT. BOT. ° O <d (2) #5'5 GONT. W/ „ 3" MIN. CLEAR 8 8 UPLIFT GONNEGTOR5 5UGH A5 STUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALGULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE 5UGH HARDWARE WILL BE 5PEGIFIGALLY NOTED ON PLAN. SCALE: NITS 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL OVER 3/4" FURR STRIPS -PER BUILDER (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP w/ HOUSE SLAB FOUNDATION DOWEL MIN. (SEE PLAN) 30 GROUT GELL 50LID Z < d d.' o I I FEE BADE III III_III—III `r' � ,III=III=III=III qa °° II=1II III —III= �' III —III- —I I I —I I I=1 f 1— PVC, CHASE SLEEVE TO BE �—I I 1=III III=III=1 ' I I -I I I=1 11-- III-_� I TWICE THE DIAMETER OF ' I I III III —III —III I =1 I I- PROTECTED PIPE GLEAN COMPACTED FILL 0 q5% MONOLITHIC, FOUNDATION STANDARD DENSITY Nl TH W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE w/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS 8 GH,�SE OETA 1 L .SCALE: NTS - •i .�'ATE OF .•• yl O •• S e®fV P o ®�� xo2' © copyright : MULHER& KULP Structural Engineering, Inc. az z J� w w =Z o C9 0" .- Z w d J + < Z a V U _0 tM W C a) =Z M E Q Q o =J Z LU o Y op to y o m L6 W o N OC ch a FEW M&K project number 068-200 1 1 project mgr: , J S B drawn by: DJ R issue date: `j `j -18-21 REVISIONS: date: initial: Q W O 8" GMU BLOCK ►-.1 �I BEYOND LL R4.1 FI-FOIL OR EQUAL � W EXTERIOR DOOR OVER %" FURR STRIPS -PER BUILDER MTL. THRESHOLD HOUSE SLAB � 1---I SET IN SEALANT 3Y2" GONG. SLAB (5EE PLAN) w/ WWF OR_ LU 0 PORGH/PATIO/LANAI FIBERMESH REINF. � � SLAB OR PAVERS OVER 6 MIL. r� (SEE PLAN5) VAPOR BARRIER } Zv) PER MANUF III-1 I I I=1 I II q ° I=W d 0 e. ' =1 I I. � I=1 1I °III=1 I I=1 I I- = n � q °d• ° ° ` °:° d ° 1=1 m III 11 d I =1 I I 1 11= m y 'Q 11=11— I I I —III ; Z -III—II II _ I1=1 � Q O III I I I I I_I I I —III I I II � �- MONOLITHIC m� II,,IIllillll-1111�,II1= FOUNDATION W/ (2) #5 (2) #5 8�� 'Q GLEAN COMPACTED III— 5 GONT. N FILL @ q5% STANDARD WI TH CONT. ON GHAIR5 DENSITY AND TERMITE TREATED 2-5TORY: 1'-4" WIDE O 0 Z w/ (2) #5 BARS i i L--1 ..� J -STORY: I'-0" HIDE I--�--+ W/ (2) #5 BARS - sheet: EXTERIOR CUTSWING 156D POURED 51LL5 DETAIL II THIGKENE;� SLR REGE55 17ETAIL SCALE: NTS SCALE: NT5 SDm 0 p FASTEN ROOF 5HEATHIN6 TO FA5GIA WITH 2 %"xO.113" RIN6 SHANK NAILS 6" O.G. LU TQ %n 2x6 FA5GIA -SEE ARCH 8" GMU BOND BEAM W/ (1) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. SPECS SEE UPLIFT CONNECTOR - SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 8" GMU BOND BEAM - W/ Ri) #5 GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. HORZ. REINF. SPECS I S�GTION TRUSS OVERFRAMIN6 PER PLAN a20 S�GTION SCALE: 3/4"=1'-0" PROVIDE 50LID SHIM BETW'N TRU55 4 GONNEGTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRUSS 15 6REATER THAN I YY FROM UPLIFT GONNEGTOR, REFER TO TYPIGAL RETROFIT DETAIL P. SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS PROVIDE M015TURE BARRIER PLATE (PER TRUSS 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 OPENING 2X8XI2 P.T. CENTER BUCK • %" DIA. ANCHOR 2X4 P.T. TOP BUCK 2X6 OR 2X8 P.T. BUGK EACH 51DE OF OPENIN6 -VERIFY CONN. REQ'MT w/ DOOR MANUFACTURER PROVIDE (5) %" DIA. J-BOLT W/ 5 Y2" EMBEDMENT AT EACH DOOR BRACKET, EACH 51DE OF DOOR. PROVIDE 0/2"x%" THICK WA5HER W/ EACH ANCHOR 05T BOLT TO BE 8" MAX ABV. CURB REST EQUALLY SPACED APPROXIMATELY 24" O.G) START BOLTS AFTER 6ARA6E CURB W' MAX.) G t11E DOOR BUCK DETAIL PROVIDE SOLID SHIM BETW'N TRU55 4 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 FA5GIA WITH 2 %Wx0.113" RIN6 SHANK NAILS ® 6" O.G. SEE UPLIFT CONNECTOR 5GHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. GONNEGT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LE65 SGTION 3 SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFR TRU55 TO TRU55 BELO WITH (1) 51MP50N VTGR ® 24" O.G. MAIN ROOF TRU555 TYP I CAL OYERFRAM I NG CONNECTION DETAIL 50ALE: N.T.B. BOND-BEAM —GONTIN. PRECAST HEADER 8" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW SILL, WINDOW SILL, OR EQUIV. OR EQUIV. DOUBLE WINDOW M�r50NRY P I IR DST I L L 5GALE: NTS TRIPLE WINDOW 51M. PROVIDE SOLID SHIM BETW'N TRU55 d CONNECTOR IF TRU55 LOCATED LE55 THAN I /2" FROM CONNECTOR. WHERE TRU55 15 GREATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPIGAL RETROFIT DETAIL P. 2x FASCIA -5EE ARCH FASTEN EXTERIOR 5HEATHIN6 TO BLOCKIN6 IN EA. TRU55 BAY w/ 2 NAILS @ 6" O.G. FASTEN EA. 2x4 BLOGKIN6 IN EA. TRU55 BAY TO BOND BM. w/(4) HILTI DNI12P8 PAF's FASTEN EXTERIOR 5HEATHIN6 TO 2x BLOGKIN6 w/ 2 /2"xO.131" NAIL 3"O.C. 8" CMU BOND BEAM w/ (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. 4 HORZ. REINF. 5PEG5 p RETROFIT DETAIL V O" ALL LAPS IN MASONRY 25" RUNNIN6 BAR #5 BENT CORNER BAR 6ROUTED CELL TYP. CORNER VERT. WALL REIWORCING DETAIL SCALE: NT5 SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE FASTEN EA. ROOF TRU55 TO GMU w/ 51MP50N M5TMI6 TW15T STRAP. FASTEN STRAP TO GMU w/ (4) Y4" DIA. x 2 Y4" LONG TITEN 5GREW5 PROVIDE MOISTURE BARRIER PLATE (PER TRU55 MANUF.) EACH TRU55. PROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO ROOF TRUSSES @ EVERY OTHER BAY FASTENED TO GMU N/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN BLOGKIN6 TO ROOF TRUSSES w/ (2) 3 Y4"x0.131 " NAILS @ EA. END. TRUSSES PLAN T CONNECTOR 5GHEDULE WALL REINF. <TEND INTO BEAM ROOF TRUS -5EE PLAN (2)3 Y2"x0.1: 8" GMU BOND BEAM w� (1) #5 BARS GONT. 8" REINF. GMU WALL - -SEE PLAN FOR VERT. $ HORZ. REINF. 5PEG5 BY WINDOW/DOOR MANUFACTURER 2 3/v,"xO.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 •} SEGTION f SCALE: 3/4"=1'-0" NOTES: I. 2X PT BUGK5/NAILER5 SHALL EXTEND BEYOND INTERIOR FACE OF WINDOW/DOOR, FASTEN BUCK TO MA50NRY W/ (1) ROW OF Wc,"x4" TAPGON5 6" FROM ENDS AND 16" O.G. MAX. TAPGON5 TO BE 42" MIN. FROM EDGE OF BUCK. 2. BUCKS LE55 THAN 2X TO BE FASTENED W/ GUT NAILS OR EQUIVALENT. STRUCTURAL CONNECTION OF WINDOW/DOOR TO 5TRUGTURE BY OTHERS IN THI5 GA5E. 3. ADDITIONAL 2X WOOD BUCK MATERIAL MAY BE ADDED TO EXISTING 2X BUCKED OPENING, USE (3) ROWS OF 3"xO.131" NAILS 5TA66ERED ® 12" O.G. EA. SUCCESSIVE BUCK. 4. MIXIN6 OF IX AND 2X BUGK5 SHALL BE PERMITTED FOR THE SAME OPENING IF WINDOW MANUFACTURER AND PLAN REQUIREMENTS (FA5TENIN(5) 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 MANUFACTURER'S 5PEG5. L WINDONDOOR BUCK DETAIL n SCALE: NT5 NOTES: I. UTILIZE 2-PART EPDXY OR OTHER ENGINEER APPROVED EQUAL (I.E. SIMPSON ET EPDXY). SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT SHOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. FUTURE 8" GMU BLOCK #5 VERT. BAR TO BE DRILL 6" INTO EXI5T'6 I Q LOCATED PER PLAN SLAB, EPDXY 4 DRIVE I IN 6ROUTED CELL I I #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I I m0 N I I z 4. 6RADE u I I —III —III —I I i—I =1 11=1 11=1 11=1 I I I —III —III —I 11-1' ' —ICI—ICI—ICI a ICI—ICI-1�1- I —III —III i~•1 III —I 1I— M 155ED DOWEL RETRO� I T DETAIL SCALE: NTS SIM. • CH) STEM FOR DROPPED 6RADE 4xb P.T. P05T PROVIDE (I) 51MP50N L5TAI8 STRAP ON EACH EXTERIOR FACE OF POST, "I" MIN END LEN6TH DROPPED BEAMS PER PLAN REAR WOOD LANAI TYP. BEAM TO P05T CONN. SCALE: 5/4"=1'-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME 4 SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REOU I RED ALL APPL I GABLE AREAS. THESE WHERE SPEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. .� seal: rN o ATE OF ;���.•••• L ®R ONA MULH`KUL�i c copyright: � Structural Engineering, Inc. a CM z Z J= w w — � c rn Z w J a i CD Q ZF r— a U 't Q- W� :� CIS 5 j M E Q 1- > Q CD a� Z W o Y CP C9 y 2 W C N CC r5 n. M&K project number: 068-2001 1 project mgr: J S B drawn by: p J R issue date: `j `j .. `j 8-2 `j REVISIONS: date: initial: sheet: F cri O 4 a 0 J I.Li � 0 z a 0 U Q„� CAI d � Y Q J J SDM2 ■ _.«u®a,. W n PERMANENT ROOF TRU55 BRAGIN6 NOTES: (51N6LE FAMILY HOME OR TOWNHOUSE CONSTRUCTION, WITH ROOF TRUSSES SPACED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN AGGORDANGE WITH THE BUILDIN6 COMPONENT SAFETY INFORMATION (BG51) "GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES," (2008 EDITION). 2. TOP CHORD BRAGIN6: TOP CHORDS SHALL BE BRAGED BY DIRECT -APPLIED PLYWOOD/0515 5HEATHIN6. « IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP CHORD OF TRUSS OR TO PURLIN5 FASTENED TOP CHORD, CONTACT MW FOR BRAGIN6 DE516N. 3. BOTTOM CHORD BRAGIN6: a. THE BOTTOM CHORDS SHALL BE BRACED BY DIREGT-APPLIED 6.W.B. GEILIN6 4. WEB MEMBER BRAGIN6: THE TRU55 MANUFACTURER SHALL INDICATE THE TRU55 MEMBERS (WE65, VERTICALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR V BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWING, UTILIZE 'V OR V BRAGE5 (REFERENCE B6 51-53 FI6URE5 83-18 d 153-Iq). SHOP APPLIED REINFORCEMENT PER BG51-133 F16URE5 133-22 t BG-23 15 ACCEPTABLE. « 'T' 4 V REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. o V 4 'T' REINFORGIN6 TO BE A MINIMUM OF q0% OF THE LEN6TH OF THE WEB/VERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEB/VERTIGAL W/ Ibd 6UN NAILS (0.1310 1/2") AT 6" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE SIMILARLY GONFI6URED ROOF TRU55E5 AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED V OR 'T' BRAGE5. o CONTINUOUS ROWS OF LATERAL BRAGIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRAGE TO EACH TRU55 COMPRESSION WEB W (2) Ibd 6UN NAILS (0.131x3 1/2"). « CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIA60NAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER 4 MINIMUM SPF '5TUD' 6RADE MATERIAL). THI5 BRAGINC7 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRUSSES CLOSEST TO EACH 6ABLE END WALL 8 ADDITIONAL DIA60 AL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPPOSITE PROVIDE (2) Ibd NAILS ® SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIREGT-APPLIED PLYWOOD/0513 A /I ROOF 5HEATHIN6 GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (1) TRU55 BAY A5 5HOWN 2x 5TRON6BAGK (NOT REQV FOR STRUCTURE) DIREGT-APPLIED PLYWD/O5B COMPRESSION WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE 0 (3) OR MORE ADJACENT 51MILAR TRUSSES (SEE INDIV. TRUSS SHOP DRAWIN65 x FOR LOGATION5) 2x 5TRON6BAGK MAY BE INSTALLED FOR GONSTRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR STRUCTURE) DIREGT-APPLIED 6WB GEILIN6 SECTION B-B ALTERNATE MMW M3;M 0) OR MORE SIMILAR TMJ55M ARE 6ROWW 0 C DIRECT -APPLIED 6W5 GEILIN6 - TYPICAL TRU55 ELEVATION WEB MEMBER REQUIRIN6 BRAGIN6 A5 INDICATED BY TRUSS MANUFACTURER 2x 5TR0N6BAGK5 MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REOV FOR 5TRUGTURE) V OR 'T' BRAGIN6 A WEBS DE516NATED BY TRU55 MANUF. PERMANENT TRU55 BRAG I NG PETA I L5 4 NOTE5 SCALE: NOW DIRECT APPLIED GEILIN6 6A r� GOMPONENT & GLRDDIN6 PRE55URE ZONE5 Gomponent5 i Gladding Wind Pressures UP TO 140 MPH Wind Zone Exp. B, Risk Gat. II Endo5ed, 0.18 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URES0 ZONE PRE55URE50 HT: 25 FT. (P5F) (P5F) ROOF (HIP) 0 +141 -26.6 2r +141 -36.8 200 TO 21" 2e +14A -36.8 O3 +14A -36.8 OI +14A -28.3 0+14.q -45.1 ROOF 2e +14A -28.3 3e +14A -45.1 (6ABLE) 20° TO 27° 2n +14.q -45.1 3r +14.q -53.6 0 +21.2 -22A WALLS 0 +21.2 -28.3 NOTE:Pre55ure5 charted here are allowable pre55ure5 and are permitted to be converted per A5GE 1-16 Section 2.4.1 to get an equivalent ultimate load Pre55ure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are based on worst case scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. seal: 4���� O -0 Tp,T E OF 0�. 'cto R a © copyright : MULHERN & K 2 9 2021 Structural Engi 1, Inc. J c� z_ Jm w w Z c c� Q' Z a W J L N Q Zcr_= QCS C Vl- W '- .5 .5 Cn j J m Q CDZ _J o W y OP m Ul) W o c14 dzy CC M c. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN THIS HOME � SHALL BE IMPLEMENTED IN SPEG I F I G AND ARE ONLY REQU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I P I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT'9 ON THE PLANS. IV 7 M&K project number: 068-2001 1 project mgr: .J,SB drawn by: DJ R issue date: 1 1- 1 8-2 1 REVISIONS: ■ date: initial: ■ I h � o 'Q W ui W O z J � (L d 4 z O U Z) 0-0 N (f� Q z J J sheet: BSBml