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6960 Shelby Lynn Way (2)
0 ABBREVIA'TIIONB 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 C� 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 GARA EE DOOR OPER OPERATOR C.J. CONTROL JOINT OPNG OPENING q CENTER LINE OPT OPTIONAL CMU CONCRETE MASONRY UNIT OSB ORIENTED STRAND c.-QARD COL. COLUMN OZ OUNCE CONC. CONCRETE 1/R ONE ROD COND. CONDITION 1/S ONE SHELF CONT. CONTINUOUS CANT. CANTILEVER PC PRECAST CLG. CEILING PDS PULL -DOWN STAIR CM CROWN MOLDING PKT POCKET DOOR CR CHAIR RAIL PNL PANEL PLYWD PLYWOOD D DRYER PREFAB PREFABRICATED d PENNY PR PAIR DBL. DOUBLE PROJ PROJECTED DIA. DIAMETER PSI POUNDS PER SQUARE INCH DIR. DIRECTION PSF POUNDS PRE SQUARE FOOT DN DOWN P.T. PRESSURE TREATED DR DOOR DW DISH WASHER QUAD QUADRUPLE DWG DRAWING D.S. DOWNSPOUT REF REFRIGERATOR DTL DETAIL REINF REINFORCED REQ'D REQUIRED EA. EACH RNG RANGE E.J. EXPANSION JOINT R.O. ROUGH OPENING ELEC. ELECTRICAL R RISER ELEV ELEVATION RND ROUND EQ. EQUAL R&S ROD AND SHELF EQUIP. EQUIPMENT EXP EXPANSION SC SOLID CORE EXT. EXTERIOR SCHEM SCHEMATIC EE EACH END SHLF SHELF SHT SHEET FD FLOOR DRAIN SHWR SHOWER FIN. FINISHED FLOOR SIM SIMILAR FND. FOUNDATION SH SINGLE HUNG FLR. FLOOR S.S. STAINLESS STEEL FP FIREPLACE STL STEEL 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 Wp WOOD WWM WELD WIRE MESH LAV. LAVATORY WDW WINDOW LT LAUNDRY TUB >vn�nl�nTM Comp,�:)nleILE 90 Matawan Road Matawan, NJ 07747 (732) 383-2200 IVANHOE ASPIRE ELEVATION " A" 6960'SHELBY LYNN WAY ZEPHYRHILLS., FL 33542 081 ll�� � TERMITE TREATMENT TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." RELEASE HISTORY AREA TABULATION: ELEVATION "A" 1 ST FLOOR 1131 SF 2ND FLOOR 1,535 SF TOTAL A/C 2,666 SF ENTRY 25 SF GARAGE 453 SF LANAI 120 SF TOTAL UR 3,264 SF 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 DR ONG INDEX CS-1 COVERSHEET & BUILDING DATA CS2 GENERAL NOTES A1.1 FIRST & SECOND FLOOR PLANS A2.1 FRONT & REAR ELEVATIONS A2.2 SIDE ELEVATIONS A3.1 ROOF PLAN A4.1 STAIR & RAILING DETAILS A5.1 BUILDING SECTION A5.2 TYPICAL WALL SECTIONS WP-1 WATERPROOFING DETAILS WP-2 WATERPROOFING DETAILS E1.1 FIRST AND SECOND FLOOR ELECTRICAL PLAN P1.1 SLAB PENETRATION PLAN S-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN S-1.2 SECOND FLOOR FRAMING PLAN S-1.3 ROOF FRAMING PLAN SD-1 FOUNDATION DETAILS SD-2 STRUCTURAL DETAILS SD-3 STRUCTURAL DETAILS PBSB-1 STRUCTURAL DETAILS - c- T4Q 01) • -fl e Lli J H w wz0= �o 1 >�Qo w�of- U Lu or J w w cc= YO�--z LL- 0 0 cf) zzzFz cr<U)Q_j wIL=mIL �cnp0U =FZLLU �I_azo cz cz o� F- 0 0 0 4 U 0 � w� 00 w A o l U) z 0 M••� � wA w >J ~ I� O vl U 00 w 0 3 z l O R U) w U) ib� o .o aaaa T E O'= M; 0 20ZZ COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET GS "I t- GENERAL CONSTRUCTION NOTES DWELLING -GARAGE SEPARATION: R308.4.3 GLAZING IN WINDOWS R311.7.8.2 CONTINUITY ROOF ASSEMBLIES: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A R302.5 DWELLING -GARAGE OPENING AND PENETRATION PROTECTION SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER R903.2 FLASHING OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR FLASHINGS SHALL BE USED TO SEAL ROOFING SYSTEMS, WHERE THE SYSTEM IS INTERRUPTED OR OPENINGS AND PENETRATIONS THROUGH THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM 1. THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET, SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 TERMINATED AND SHALL BE INSTALLED IN A MANNER THAT PREVENTS MOISTURE FROM ENTERING THE WALL THE GARAGE SHALL BE IN ACCORDANCE WITH SECTIONS R302.5.1 THROUGH R302.5.3. 2. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES ABOVE THE FLOOR, INCHES (38 MM) BETWEEN THE WALL AND THE HANDRAILS. AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT 3. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR; AND INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. R302:5.1 OP ING PROTECTION 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES EXCEPTIONS: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED LINE OF THE GLAZING. 5. MEASURED HORIZONTALLY AND IN A STRAIGHT G 1. HALL B PERMITTED BE INTERRUPTED B A NEWEL POST THE TURN. HANDRAILS S E P T OY OS U R903.2.1 LOCATIONS FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A, CHANGE IN WITH SOLID WOOD DOORS NOT LESS THAN 13/8 INCHES (35 MM) IN THICKNESS, SOLID OR 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL SHALL BE ALLOWED ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL HONEYCOMBCORE STEEL DOORS NOT LESS THAN 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE -RATED R308.4.5 GLAZING AND WET SURFACES GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, OVER THE LOWEST TREAD. SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN PROVIDED IN TABLE R903.2.1 OR IN COMPLIANCE WITH RAS 111. DOORS. SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE R311.7.8.3 GRIP -SIZE EXCEPTION: FLASHING IS NOT REQUIRED AT HIP AND RIDGE JUNCTIONS. THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT R302.6 DWELLING -GARAGE FIRE SEPARATION ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: THIS GRASPABILITY. R903.2.3 MEMBRANE FLASHINGS THE GARAGE SHALL BE SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING. ALL MEMBRANE FLASHING SHALL BE INSTALLED ACCORDING TO THE ROOF ASSEMBLY MANUFACTURER'S COMPLY WITH SECTION R302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5. 1. TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT PUBLISHED LITERATURE. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY TO GARAGE WALLS THAT ARE EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF NOT LESS THAN 4 INCHES (102 MM) AND NOT R905.1.1.1 UNDERLAYMENT FOR ASPHALT, METAL, MINERAL SURFACED, SLATE AND SLATE -TYPE ROOF THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. GREATER THAN 61/4 INCHES (160 MM) WITH A CROSS SECTION OF DIMENSION OF NOT MORE THAN 21/4 COVERINGS TABLE R302.6 DWELLING -GARAGE SEPARATION INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). UNDERLAYMENT FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, MINERAL SURFACED ROLL ROOFING, FROM THE RESIDENCE AND ATTICS R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS SLATE AND SLATE -TYPE SHINGLES, AND METAL ROOF PANELS SHALL COMPLY WITH ONE OF THE FOLLOWING NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 MM) SHALL HAVE A METHODS: FROM HABITABLE ROOMS ABOVE THE GARAGE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN 4. TWO LAYERS OF ASTM D226 TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT SHALL BE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. WITHIN A DISTANCE OF 3/4 INCH (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE INSTALLED AS FOLLOWS: APPLY A 19-INCH (483 MM) STRIP OF UNDERLAYMENT FELT PARALLEL TO AND STRUCTURE(S) SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS PROFILE AND ACHIEVE A DEPTH OF NOT LESS THAN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY SECTION R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR NOT LESS THAN 3/8 36-INCH-WIDE (914 MM) SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS 19 INCHES (483 MM); NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS INCH (10 MM) TO A LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST PORTION OF END LAPS SHALL BE 6 INCHES AND SHALL BE OFFSET BY 6 FEET. THE UNDERLAYMENT SHALL BE ATTACHED - THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE NOT LESS THAN 11/4 INCHES TO A NAILABLE DECK WITH CORROSION -RESISTANT FASTENERS WITH ONE ROW CENTERED IN THE FIELD F O 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: GUARDS 5. TWO LAYERS OF A REINFORCED SYNTHETIC UNDERLAYMENT THAT HAS A PRODUCT APPROVAL AS AN GYPSUM BOARD: 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 CEILING FINISHES R302.9 FLAME SPREAD INDEX AND SMOKE -DEVELOPED INDEX FOR WALL AND C NG F S THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO STAIRS RAMPS AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES 762 MM MEASURED � � ( ) HALL BE INSTALLED A FOLLOWS: APPL I T S S SY A STRIP OF SYNTHETIC UNDERLAYMENT THAT IS HALF THE WIDTH FLAME SPREAD AND SMOKE -DEVELOPED INDEXES FOR WALL AND CEILING FINISHES SHALL BE IN FACILITATE T VE F LIQUIDS T A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. HE MOVEMENT O QU S O 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 EXCEPTIONS: UNDERLAYMENT SHALL BE ATTACHED USING ANNULAR RING OR DEFORMED SHANK NAILS WITH METAL OR CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES. 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. DEVICES WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL D EXCEPTIONS: N EX O S 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 11301.2.1.3 OR THE RECOMMENDATIONS OF RAS 118,119 OR 120. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. R312.2.1 WINDOW SILLS SPHERE 43/8 INCHES (111 MM) IN DIAMETER. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7. IN DWELLING UNITS, WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW OPENING IS LOCATED LESS EXHAUST SYSTEMS: 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR LEVEL, THAN 24 INCHES (610 MM) ABOVE THE FINISHED FLOOR AND GREATER THAN 72 INCHES (1829 MM) ABOVE CONCRETE FLOORS: WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF THE FINISHED GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE M1501.1 OUTDOOR DISCHARGE COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: R506.2.3 VAPOR RETARDER THE AIR REMOVED BY EVERY MECHANICAL EXHAUST SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS IN E136 REQUIREMENTS. A 6-MIL (0.006 INCH; 152 MM) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT ACCORDANCE WITH SECTION M1506.3. AIR SHALL NOT BE EXHAUSTED INTO AN ATTIC, SOFFIT, RIDGE VENT OR 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. 1. OPERABLE WINDOWS WITH OPENINGS THAT WILL NOT ALLOW A 4-INCH-DIAMETER (102 MM) SPHERE LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE CRAWL SPACE. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING TO PASS THROUGH THE OPENING WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. COURSE OR THE PREPARED SUBGRADE WHERE NO BASE COURSE EXISTS. M1502.4.5 DRYER DUCT LENGTH UNIT SEPARATION. 2. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL PREVENTION DEVICES THAT COMPLY WITH ASTM F2090. 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 EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1. GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. SPECIFIED IN SECTIONS M1502.4.5.1 THROUGH M1502.4.5.3. EXCEPT AS PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOCKING SHALL CONSIST OF THE FOLLOWING COMPLY WITH SECTION R312.2 2.. 2. FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5 M2) AND M1502.4.5.1 SPECIFIED LENGTH MATERIALS. CARPORTS. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET (10.668 MM) FROM THE CONNECTION TO THE STAIRWAYS: 3. DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT TRANSITION DUCT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM 1. TWO-INCH (51 MM) NOMINAL LUMBER. A LATER DATE. LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE M1502.4.5.1. THE MAXIMUM 2. TWO THICKNESSES OF 1-INCH (25.4 MM) NOMINAL LUMBER WITH BROKEN LAP JOINTS. R311.7.1 WIDTH 4. WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. LENGTH OF THE tXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. 3. ONE THICKNESS OF 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN CLEAR WIDTH AT ALL POINTS ABOVE THE MANUFACTURER'S INSTRUCTIONS 23/32-INCH (18.3 MM) WOOD STRUCTURAL PANELS. PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF WALL COVERING: THE SIZE A THE SIZE AND MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL DETERMINED BY THE DRYER 4. ONE THICKNESS OF 3/4-INCH (19.1 MM) PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INCH (19.1 MM) THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOT MANUFACTURER'S INSTALLATION INSTRUCTIONS. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF IC PARTICLEBOARD. LESS THAN 311/2 INCHES 7S7 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: .THE GREATEST RISER HEIGHT VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION CORRECTION / REVISIONS. ANY 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH (9.5 MM). R703.4 FLASHING REVISIONS OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THAT ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO ADDITIONAL FEES. IF ANY MODIFICATIONS ARE MADE RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT APPROVED METAL FLASHING, VINYL FLASHING, SELF -ADHERED MEMBRANES AND MECHANICALLY TO THESE PLANS BY ANY OTHER PARTY OTHER THAN THE ARCHITECT, THE ARCHITECT SHALL NOT BE HELD 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. AN ANGLE NOT MORE THAN 30 DEGREES (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED ATTACHED FLEXIBLE FLASHING SHALL BE APPLIED SHINGLE -FASHION OR IN ACCORDANCE WITH THE RESPONSIBLE. PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS MEASURED VERTICALLY, MANUFACTURER'S INSTRUCTIONS. METAL FLASHING SHALL BE CORROSION RESISTANT. FLUID -APPLIED R302.12.1 MATERIALS TO THE FLOOR OR GRADE BELOW DO NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER (102 MM) MEMBRANES USED AS FLASHING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S INSPECTION NOTES: DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 SPHERE. INSTRUCTIONS. ALL FLASHING SHALL BE APPLIED IN A MANNER TO PREVENT THE ENTRY OF WATER INTO WORK SHALL NOT BE DONE BEYOND THE POINT INDICATED IN EACH SUCCESSIVE INSPECTION WITHOUT FIRST MM) WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. OBTAINING THE APPROVAL OF THE BUILDING OFFICIAL. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS R3115 7 ...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 FOUNDATION INSPECTION NOTES: MM). WALLS SHALL COMPLY WITH AAMA 714. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON SITE FOR THE R308.4.1 GLAZING IN DOORS R311J.5.3 NOSINGS EXTERIOR WALL FINISH. APPROVED FLASHINGS SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS: BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE NOSINGS AT TREADS, LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE A RADIUS OF CURVATURE AT 1.EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. CONSIDERED TO BE A HAZARDOUS LOCATION. THE NOSING NOT GREATER THAN 9/16 INCH (14 MM) OR A BEVEL NOT EXCEEDING 1/2 INCH (12.7 MM). A SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER EXTERIOR FINISHES: NOSING PROJECTION NOT LESS THAN 3/4 INCH (19 MM) AND NOT MORE THAN 11/4 INCHES (32 MM) SHALL COMPLYING WITH SECTION 703.2 FOR SUBSEQUENT DRAINAGE. MECHANICALLY ATTACHED FLEXIBLE 1. CEMENT PLASTER FINISH OVER MASONRY SHALL BE 5/8" THICK TEXTURED PER COMMUNITY EXCEPTIONS: BE PROVIDED ON STAIRWAYS. THE GREATEST NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST FLASHINGS SHALL COMPLY WITH AAMA 712. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS STANDARDS. 1. GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3-INCH-DIAMETER SPHERE IS UNABLE TO PASS. NOSING PROJECTION BY MORE THAN 3/8 INCH (9.5 MM) WITHIN A STAIRWAY. SHALL BE INSTALLED IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING: 2. CEMENT PLASTER FINISH OVER WOOD SUBSTRATE SHALL BE 7/8" THICK (3) COAT STUCCO OVER (2) 2. DECORATIVE GLAZING LAYERS OF WATER RESISTANT BARRIERS IN ACCORDANCE WITH FLORIDA BUILDING CODE 7TH EDITION (2020) EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD DEPTH IS NOT LESS THAN 11 1.1. THE FENESTRATION MANUFACTURER'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR RESIDENTIAL, R703 AND ASTM C926. TEXTURE PER COMMUNITY R308.4.2 GLAZING ADJACENT TO DOORS. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO INCHES (279 MM). APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURER'S INSTRUCTIONS, IN FLOOD ZONE REQUIREMENTS: BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 R311.7.8 HANDRAILS ACCORDANCE WITH THE FLASHING MANUFACTURER'S INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION. INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT WITH FOUR OR MORE AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT MECHANICAL AND HVAC: CONDITIONS: RISERS. WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR 1. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE FURNISHED BY THE 1. WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE R311.7.8.1 HEIGHT SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL INCORPORATE FLASHING OR GENERAL CONTRACTOR AS AN ATTACHMENT TO THIS PLAN SET AT THE TIME OF APPLICATION FOR PERMIT. PROTECTION AT THE HEAD AND SIDES. 2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE, REPAIR, AND DOOR IN A CLOSED POSITION. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, 1.2. IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER APPLIANCES, OR ANY OTHER 2. WHERE THE GLAZING IS ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE PROFESSIONAL. PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED, SERVICED, REPAIRED, OR CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. THAN 38 INCHES (965 MM). 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. REPLACED. A LEVEL WORKING SPACE AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE 1.4. IN ACCORDANCE WITH FMA/AAMA 100, FMA/AAMA 200, FMA/WDMA 250, FMA/AAMA/WDMA 300 OR SHALL BE PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE. EXCEPTIONS: EXCEPTIONS: FMA/AAMA/WDMA 400. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING 1. DECORATIVE GLAZING. 1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN. #26 GAUGE (0.48 mm) SHEET STEEL OR OTHER 2. WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR TREAD. STUCCO WALL WITH PROJECTING LIPS ON BOTH SIDES UNDER T PIN CC S, OJ G O S S STUCCO COPINGS. APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND THE GLAZING. 2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED AT LEAST 3 3. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN BETWEEN FLIGHTS, TRANSITIONS AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. INCHES (76 mm) ABOVE THE FINISHED GRADE AND SHALL ALSO CONFORM TO THE MANUFACTURER'S DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS SHALL BE 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF INSTALLATION INSTRUCTIONS. 5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE PROVIDED WITH AN 4. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. PERMITTED TO EXCEED 38 INCHES (956 MM). WOOD -FRAME CONSTRUCTION. AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING COMPONENT WILL OCCUR AS A RESULT OF 6. AT WALL AND ROOF INTERSECTIONS. STOPPAGE IN THE CONDENSATE DRAIN PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF SECTIONS M1411.3. m W ❑��w O O F' } > oC ¢ 0 U) 3: w 2 CC W J WW Z) rr vor-z ,ZLL.00� z z z F Z_ W J Q J �U)000 Z-zLLU) H Q z ❑ n cr- Q 0 O 0 r� V U) o w MJ W nrmm O 00 Z O L� r O w w Z �+ a., i � i w U) U m< O x z _O r Er LLi cn Z o� w W lzcs Z aaaaa a®yea�aerne��, cl; a . ' 1,4 MA 22 AT OF LIAp CALU1 ' € , ; SPRING PLAN # 6103 RELEASED: 9122121 SHEET CS2 ri z i r D n z J i n z _n r r i D r i r D 0 z r r i D J n L r z r z i X A :n A D z z z O MA I I ...ate I .i i _ 111111111r I o i w IN I III 1 Y 1 III I L III I� IIIN ellll �IIYAl1Af7111 I I 1 N II IIIYII I IINY III IIYe 1111 I nil I I I I I II V. V I I I I I I L _III I I III III I II I. I I I I � III I II:Y III I I I II Y I Y .IV I I71 III I I I I I YI fl 1 f. I - I f 1 I I isr� I � e R n� u i �p ems! �1 � _ I I I �I. I nr a I I qll I I I I . I I 11 1III NII IIII A A I I� I Il I N It 4 11[IiNI�lNill�l IR'I JI I I 1! 11 III 1 ��l� ■At��l�f®INN91�1 �'� I 9 I� t �I � .p �I IIR� 1 � I. I I I Llmlpl ��'llll�!Au�Ir rr W >-_it Z O � wwz0 >0[:<0 WDC) ¢0�w _ it < Y p I— Z �tSu-Ou) zzzF-z w J Q J W CL _ a 2 Z O U) �I—Qz(� t` N CZ c FQ— 0 O V 0 I� U w 00 Q. o Z o _< w O CL a U) w 0 ]c 0 0 o� �o ,T +. 0r COMMUNITY: LINKS AT GALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A l l e IT 19 Reopm1fil 11 In Imilm 111101milow w1m 1211 111111mvm1111®A HEW 11mi"w"Nimm NONE= 11111TIP"p- R. WWI III 11111"I 1-v 'am'11, Irm F D-m m = � f p 11611 0�- 11-1011 100 --------- �o FOAM LOUVER DETAIL SCALE: 3/4"=1'-0" 4" WIDE STUCCO BAND (+I) It N�- 00 GARAGE HEAD TRIM DETAIL SCALE: 3/4"=l'-O" 4' WIDE STUCCO _� BAND (+1) d. + WINDOW SILL WINDOWSILL DETAIL SCALE: 3/4"=1'-0" co 4" WIDE STUCCO BAND (+1) m 0 u 0 F-: ,FIN. FLOOR "GRADE 12 5 FF-- 12 5 16070 GARAGE DOOR FRONT ELEVATION SCALE: 1/4"=1'-0" ----�ROOF SHINGLES PER COMMUNITY SPECS (TYP.) (2)3068 00 BLDG. HEIGHT 12 5 ROOF SHINGLES PER COMMUNITY SPECS (TYP.) 12 5:12 6" FASCIA (TYP.) 5 T.O. WALL T.O. WINDOW - - - - - - - - - - 4" WIDE STUCCO BAND (+1) vu 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 AM PORTLAND CEMENT PIASTER SHALL BE INSTALLID PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF I S'BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION). WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1 063 (CURRENT EDITION) ry, w cr- LLI � 0 >. - w w Z 0 > cr- < 0 W Z) 0 0� P co 0Lu o 3: w 1< m w F- af CC — < I.- > -j a. ZD it cf) UJ LLJ -j w cr Y 0 z ,6 LL 0 0 C/) z z z W W:5 cp z a2 cr U)❑0 Z LL W < z❑ co cz coc F-- z 0 p u o > '°°' w 00 "1 w 0 w w w "mow CL cd U) m< w z 0 O x ct z z 0 U) U) OP! cn 2 ZOZZ p. COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A2"0 I An RIGHT ELEVATION SCALE: 1 /4"=1'-0" In PAINT AND FINISH SCHEDULE / KEY PAINT COLOR SCHEME SURFACE TEXTURE / FINISH KEY TEXTURE say, .,:��•':'rvr BODY COLOR FINISH SAND TRIM COLOR FINISH NOTE: WRAP THE SAND FINISH TRIM BAND (WHERE SHOWN AROUND WINDOWS & DOORS) INTO THE JAMB, HEAD & SILL OF THE WINDOW & DOORS. PAINT THE BAND, JAMB, HEAD & SILL THE TRIM COLOR. STUCCO INSTALLATION STUCCO AND PORTLAND CEMENT PLASTER SHALL BE INSTALLED PER THE CURRENT ASTM C926 & C1063 REQUIREMENTS & PROVISIONS OF THE FLORIDA BUILDING CODE STUCCO SHALL NOT BE LESS THAN 3 COATS WHEN APPLIED OVER METAL OR WIRE LATH AND SHALL NOT BE LESS THAN 2 COATS WHEN APPLIED OVER MASONRY CONTROL JOINTS IN 3-COAT STUCCO SHALL BE USED TO DELINEATE STUCCO AREAS NOT GREATER THAN 144 SQ. FT. OR AT A MAXIMUM DISTANCE OF 18' BETWEEN JOINTS PER ASTM C1063 (CURRENT EDITION) WEEP SCREED SHALL BE INSTALLED AT ALL STUCCO TRANSITIONS BETWEEN WOOD AND MASONRY AS REQUIRED BY ASTM C1063 (CURRENT EDITION) G. J W ui �O>-F- >�ao WC)I— cnUWw ¢�WI- _ J > cr tY Y O H Z C,dtLOOc/) Lu Z Z Z F— Z oc J a J W0—=Ir9 �cn0OU =zLLw �I—QZ� cz n Z Q 0 O O r� V U) Z O 00 Lal o � � w o � w w w w `~ A w 0 x z Z 0 IL r m w 0 t Od w � o MAt 0 2 2022 . G r awa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A2.2 LOWER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 120 SQ FT 1 15 SQ IN LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 18 LF. R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. UPPER ROOF ATTIC VENTILATION ATTIC AREA TOTAL VENTING REQUIRED 1535 SQ. FT. 737 SQ. IN. UPPER VENT 40% NET VENT MIN. 295 SQ. IN. UPPER VENT 50% NET VENT MAX. 368 SQ. IN. UPPER VENTS REQUIRED 48" TAMCO OFF -RIDGE VENT (138 SI NET FREE) 3 VENTS NET FREE AREA UPPER ROOF VENTING 414 SQ. IN. NET FREE AREA SOFFIT VENTING 41 SQ. IN. LINEAR FT. SOFFIT REQ'D AT 6.57 SQ. IN. / LF. 63 LF. NOTE: LOCATE RIDGE VENTS 2'-0" OFF ALL HIP.' RIDGES OR VALLEYS MIN.,TYP Its R806.2:THE MINIMUM NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. UNDERLAYMENT APPLICATIONS SHALL BE INSTALLED IN ACCO.RQsANCE WITH SECTION R905.1.1 FOR ASPHALT SHINGLES REFERENCE TO SECTION R905.2 FOR TILE ROOFING REFERENCE TO SECTION R905.3 09 4 F No cz Im 00 tn L rA3* I n.44 W 0 z O w�ZO >oCQO w v�ww U ���OwC ��00cf) Z Z Z ~ Z wa=tea �U)oOU � _ Z L 17 7 pill 'll I I 111 I 1 '1' I' 'll I_ _ll IINIl1 ul lel I' 0 1 _ I _ I' 11 �I 1 I' I_I "ul l�'ll' II' 1• 1_A d I _ 1 _ r I _ I _A I - 1111��11111 I' 111' a ? rfll'I A !I' I' IAFI Y_ 'l11 "}_ "1 '�iI�T I '�1_ PIRI�'R I ' i'�_'1'P�AI�' IRIN I�r IFA'7�'•• T^" r •r p�-rvI'�r' n �• - •'�IH"E! 111lIAIl�!!I I I. a -I11 �' �N I . !_ � �---I�II��. I I I I _f _----. ----- -�1 I�IFI�I��I�IA1�q[IesT�11��1�I1�w�1t1 IwlP�Ilnl�ll �ul�R�1 .� �r�lnlA!!R>nal�Tl�!•��leA®1�1� 1vllLll�u[ul� � �A�nN�tl f�_--!®�U�—-1..-ll_ 7!. ---L91_Lla 1----+11[ 1 l I. 1[��Imld�i� 'P1n�1 _Minn_ �111 r•�I inwl . I�ITwwR'� PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. NOTE: / / SEE STRUCTURAL DRAWINGS / FOR STRUCTURAL BEARING / AND CONNECTIONS / / / STAIR DATA: / 18 RISERS @7.71" 17 TREADS @10"+1" HALL \ 42" LOW WALL 2X8 WALL \ \ 1 II MAX. 1 X KICK PLATE 10" 2X4 RE-INFORCING Eo @ EA. 2X12 STRINGER T" T & G SUBFLOOR GLUED AND FLOOR FRAMING SCREWED W/ 8DX3" SEE STRUCTURAL SCREW SHANK DRAWINGS BALLISTIC ELECTRO GALVANIZED STRIP NAILS @ 6" O.C. @ EDGES AND 12" O.C. IN FIELD. 9 STORAGE r GREAT ' _ / ROOM b / Irk z 2X LANDING FRAMING 'CIA / / ( I SEE STRUCTURAL / /' / /1 1(2) LAYERS PLYWOOD / MATERIAL RIPS FOR A I I SOLID NAILING / I I II / a � Ild .... A A _ _. i _... _... ... i ..:.., - .-i ..: ..._. _....i _.. - I I - - - 1 _ _- __ _ - - 1 - -- .. .... STAIR SECTION SCALE: 1/2"=1'-0" 1 X8 CAP (RIPPED) CASING N - BY SPEC T I VA I I GYP. BD.--lf�' Zh 2X4 KNEEWALL F' IX SKIRT BOARD BASE BOARD 2 4 f--* PER SPEC. DETAIL e 1 ^ SCALE: 2X4 SPACER N.T.S. 1A 1X8 CAP (RIPPED) CASING BY SPEC. I I I I I I I I `--� ' GYP. BD. 2X4 KNEEWALL BASE BOARD PER SPEC. - F STAIR STRINGER 2 4 2X4 SPACER BESIDE STRINGER 1X SKIRT BOARD SKIRT BOARD / CURB DETAIL SCALE: 1 "= 1'-O" D KNEEWALL DETAIL SCALE: 1"= 1'-O" AT FOOT OF STAIR \0'"tteessssg ®®® G O. 7 82 ss 's W �00' > aC Q 0 WOF-- Ec cn C) W Q=WF— ED <Y cr- cr- �sZzz —W J CC J Q z W CL 2: Z) =ZLLW �I-azo cc O 0 0 0 V 0 in ON" I< co w cl 0 cts w wa, I� V? m< w 0 z O L_^ [rL U t z z !2 �A Zraaaaa .r. MAR 0 2 2022 i COMMUNITY; LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A4. I r 12 5 BEDROOM 4 �- EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS 1 A5.1 12 ROOF SHINGLES PER I5 COMMUNITY SPECS. (TYP.) i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. T.O. WALL - - - - T.O. WINDOW HALL - HALL BATH - o i CL. ` N 00 `Ll SECOND FLOOR SCALE: 1/4"=1'-0" 2 A5.1 12 12 5 5 i PRE-ENG. ROOF TRUSSES (SEE FRAMING SHEET FOR DETAILS) INSULATION PER ENERGY CALCS. EXTERIOR WALL BATT. INSULATION SEE ENERGY CALCS BR 3 MECH, WIC HALL FLOOR FRAMING SEE STRUCTURAL DRAWINGS ` INSULATION PER ENERGY CALC. TYP. 2 CAR GARAGE GREAT ROOM ROOF SHINGLES PER COMMUNITY SPECS. (TYP.) T.O. WALLv T.O. WINDOW ^ _ 2X8 WALL CV r; 42" LOW WALL SECOND FLOOR T.O. MASONRY T.O. WINDOW STORAGE leX i11 ice/ �i 11 F- � II FIRST FI nnn _ 11 M. W �OOF- > cr ¢ O W 1) F- cnUWw QWF- 2 � J m ir Y O F- Z 06IL00co Z Z Z ~ Lu Z U) Q - W a = a �CQp0U =ZlLcn �F-az❑ cz a a OR H O �i H 0 0 0 O In 00 o w V? O z w a I� w O z O r ox U) w U) O� Wn '6 o zaaaaa W p 2 2022 COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET AS. I 49 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) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT " 60 MIL. OR EQUAL 12 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. 'OL TOP OF WALL (REFER TO ELEV.) INSULATION PER COMMUNITY SPEC. SEE ENERGY CALCS. S E 2X ALUM WRAPPED FASCIA BD. w/ALUM DRIP EDGE EL 1/2" (MIN.) CLG. BD. SOFFIT INSTALLED PER MANUF. SPECS 2X PT BLOCKING WINDOW PER PLAN HEADER PER STRUCTURALS PROVIDE BATT INSUL. -EXTERIOR FRAMED WALL PER ENERGY CALCS. THICKNESS PER PLAN PRE-ENGINEERED FLOOR TRUSSES 7/8 STUCCO OVER LATH w/ 3/4" SUBFLOOR W/ 60 MIN. GRADE D PAPER BACKED SCREWED AND GLUED - LATH OVER BARRICADE PLUS WRB REFER TO STRUCTURAL (OR APPROVED EQUAL) DRAWINGS FOR SIZE AND ORIENTATION WALL SHEATHING PER STRUCTURALPLANS TOP OF FLOOR (REFER TO ELEV.) MID -WALL WEEP SCREED/EXPANSION JOINT TOP OF CMU j (REFER TO ELEV.) ROOF SHINGLES OVER ROOF SHINGLES OVER TWO LAYERS OF ASTM D226 TYPE II OR TWO LAYERS OF ASTM D226 TYPE II OR SYNTHETIC UNDERLAYMENT COMPLYING SYNTHETIC UNDERLAYMENT COMPLYING WITH ASTM D226 TYPE II INSTALLED PER WITH ASTM D226 TYPE If INSTALLED PER R905.1.1.1 (SEE SHEET CS2) R905.1.1.1 (SEE SHEET CS2) OR OR CONCRETE TILE W/ SELF ADHERED CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL 12 60 MIL. OR EQUAL SEE ROOF � PLAN PRE-ENGINEERED ROOF SEE ROOF PLAN PRE-ENGINEERED ROOF TRUSSES AT TYP. 24" O.C. TRUSSES AT TYP. 24" O.C. '- BOTTOM CHORD VARIES. REFER , BOTTOM CHORD VARIES. REFER TO TRUSS MFGR. DRAWINGS. ,� TO TRUSS MFGR. DRAWINGS. HURRICANE STRAP EACH END �' HURRICANE STRAP EACH END ' OF TRUSS - REFER TO OF TRUSS - REFER TO oonno,n' STRUCTURAL. STRUCTURAL. OL TOP OF C.M.U. OL TOP OF C.M.U. (REFER TO ELEV.) ! (REFER TO ELEV.) I INSULATION PER COMMUNITY SPEC. I 2x6 ALUM WRAPPED FASCIA 2x6 ALUM WRAPPED FASCIA SEE ENERGY CALCS. EE BD. w/ALUM DRIP EDGE I EE BD. WALUM DRIP EDGE - - - EL V. E V. 1/2" (MIN.) CLG. BD. 1/2" (MIN.) ----- SOFFIT INSTALLED PER CLG. BD. SOFFIT INSTALLED PER ix PT DRAPE BLKG MANUF. SPECS (S" TYPE'X' GYP. BD. MANUF. SPECS ABOVE WINDOWS 1/2" 2X PT BLOCKING TO BE PROVIDED 2X PT BLOCKING G.W.B. WHEN LIVING SPACE SEE STRUCTURAL IS ABOVE GARAGE) SEE STRUCTURAL WINDOW PER PLAN PLAN PLAN SOLID SURFACE CAULKED @ WINDOW 1/2" GYP. BD. OVER RADIANT PRECAST WIN. SILL BARRIER INSULATION (R-4.1) ATTACHED TO ix2 PT. FURRING @ 24" O.C. SLOPE GRADE AWAY EXPANSION JOINT BASE BOARD FROM HOUSE GARAGE SLAB, DRIVEWAY PER COMMUNITY 4,. SEE STRUCTURAL SPECS 0'-01, PLANS 0'-01, FIN. FL SLOPE SLOPE FIN. FL. FOUNDATION FOUNDATION PER STRUCTURAL DRAWINGS PER STRUCTURAL DRAWINGS TYP. 1-STORY WALL WINDOW WALL SECTION @ GARAGE DOOR I I 1/2" (MIN.) CLG. BD. I I T� OP OF WINDOW DRAFTSTOPPING AS ER (REFER TO ELEV.) PER R302.12 WHEN CONCEALED SPACE SEE STRUCTURAL EXCEEDS 1,000SF DRAWINGS ix6 PT DRAPE BLKG ABOVE WINDOWS IL a WINDOW PER PLAN SOLID SURFACE CAULKED @ WINDOW PRECAST WIN. SILL 1/2" GYP. BD. OVER RADIANT " CMU BLOCK BARRIER INSULATION (R-4.1) w/CEMENTITIOUS ATTACHED TO ix2 PT. FINISH FURRING @ 24" O.C. SLOPE GRADE AWAY FROM HOUSE BASE BOARD OL 0'-01, _ FIN. FL. FOUNDATION PER STRUCTURAL DRAWINGS TYP. 2-STORY WALL SECTION — SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-O" SCALE: 1/2" = 1'-O" ATTIC OR SECOND FLOOR ATTIC OR SECOND LIVING SPACE FLOOR LIVING SPACE REFER TO PLANS REFER TO PLANS T.O. M PROVIDE 2X4 FRAMED I ENCLOSURE FOR ELECTRICAL PANEL, FINISH W/ "' GYPSUM BOARD ELECTRIC METER LOCATION - SEE PLANS. VERIFY INSTALLATION IN FIELD STUCCO FINISH EXTERIOR \, CMU BLOCK WALL GYPSUM BOARD z J 3 1/2" w GARAGE a Jr l l CV ELECTRICAL PANEL i' r- CV io co CONCRETE CV CURB REFER TO PLANS GYPSUM BOARD I I I I z 2" GYPSUM BOARD I CC w d I I L-----J NICHE FOR ELECTRICAL I I PANEL & WIRING I I N I I I cy) ELECTRICAL — PANEL I N ---- ----- EXTERIOR CMU BLOCK `O WALL CONCRETE — CURB REFER TO PLANS NATIONAL CODES. VERIFY PANEL CONCRETE ,) SLAB ON DIMENSIONS PRIOR TO �x..r 7x GRADE AT CONSTRUCTION. GRADE GARAGE FLOOR ELECTRICAL PANEL NICHE AT CMU BLOCK WALL SCALE: 1/2" = 1'-O" 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) OR CONCRETE TILE W/ SELF ADHERED MEMBRANE UNDERLAYMENT 12 60 MIL. OR EQUAL SEE ROOF 7 PLAN 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. ' > TOP OF C.M.U. 'JF(REFER TO ELEV.) 2x6 ALUM WRAPPED FASCIA . 1/2" EXTERIOR SOFFIT EE BD. w/ALUM DRIP EDGE BD. W/ KNOCKDOWN E V. PLASTER FINISH SEE STRUCTURAL SOFFIT INSTALLED PER PLANS MANUF. SPECS 2X PT BLOCKING N�--8" CMU BLOCK W/ CEMENTITIOUS FINISH SLOPE GRADE AWAY FROM HOUSE SLOPE 0'-01, �. FIN. FL. —FOUNDATION PER STRUCTURAL DRAWINGS TYP. CMU COLUMN @ LANAI/PORCH SCALE: 1/2" = 1'-O" NOTE: THESE DETAILS DEPICT ARCHITECTURAL SPECIFICATIONS AND FINISHES ONLY. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL INFORMATION W 3:0>. WOC¢0 1-- cnUWw Q = W F- m0� 12�IIY Y 0 I-- Z 06u-00w z- J a J w0-=a Z Z O U) cc n o H o 0 l� V O Im Vaw 00 O Ma.l 0 two i U U w w mmmmo U) a cn 0 X z Z O_ rL U to w 0 to 04 in- G wz QQQQQ COMMUNITY; LINKS A CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET A5.2 1 Ullpi 111U1111111111111 1 11_ �. _ „ ane7A ni i�l.i. ,��. •rawer• �rt yr [ IIIN•n:i1 ��4gNr'.�.is111WM llrl!11rt�eaie�omeemrs7l�l�l�n�l�. c�:.. rr. . i ��� I11 I 11 i e ne w+u sue .-g� rye �u_ 2X FRAMING FLOOR BARRICADE PLUS WRB SHEATHING PER (OR APPROVED EQUAL) SPEC. RIM BOARD REFER TO -- STRUCT DWGS. 60 MIN. GRADE D / / PAPER BACKED I r•- LATH e WALL . SHEATHING 7/8" 3-COAT STUCCO I 4 I SHEATHING FLUSH WITH I �- BLOCK WALL j I MID -WALL WEEP SCREED/EXPANSION JOINT I I I 6" SELF ADHERED FLASHING 5/8" CEMENTITIOU / COATING BUILDING FELT ON TOP OF CONC. BLOCK UNDER FLOOR MAINTAIN 1/8" GAP MEMBERS BETWEEN SHEATHING * TYPICAL AT ALL WOOD CONCRETE AND TOP OF BLOCK TO MASONRY BLOCK WALL TRANSITIONS EXPANSION JOINT (EJ) AT FRAME & MASONRY SCALE: 1 /2" = V-0" PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH @ 9" O.C. MAX. (VERT.) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 8" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED @ 7" O.C. MAX. VERTICALLY LATH SHALL NOT BE BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE PER ASTM C1063 7.10.1.4 Q TYPICAL STUDS TYPE W" CONTROL JOINT (CJ SCALE: N.T.S. "L" FLASHING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH APPROVED METAL LATH FASTENED @ 7" (VERT.) O.C. MAX. AT SUPPORTS BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING PROVIDE 2X4 BLOCKING FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD 2X4 BLOCKING NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE NO. 18 - 0.0475" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN 00D SHEATHING '^ WOOD SHEATHIr 0 MIN. GRADE D PAPER BACKED BARRICADE PLUS WF ATH OVER BARRICADE PLUS WRB (OR APPROVED EQUA )R APPROVED EQUAL) LAP SIDING (PER BUILDE 'THICK, 3 COAT CEMENT PLASTER MIN. LAP (PER MANUF. SPEC 1ETAL LATH STARTER STRIP (PER MANUF. SPEC AP WRB & TAPE OVER ROOF/WALL CREED MIN. CLEARANCE (PER MANUF. SPEC X5 "L" TYPE CONTINUOUS GALV. 5X5 "L" TYPE CONTINUOUS GAL 1ETAL FLASHING (NAIL TO ROOF METAL FLASHING (NAIL TO ROOF DEC IECK, NOT WALL SHEATHING) NOT WALL SHEATHINI INDERLAYMENT PER CODE UNDERLAYMENT PER COE ,AP SHINGLE - DO NOT NAIL, CAP SHINGLE - DO NOT NAIL, INSTAI 4STALL WITH ROOF CEMENT WITH ROOF CEMEP IOOF CEMENT ROOF CEMEt SHINGLE ROOFING SHINGLE ROOFII "L" FLASHING -SIDING SCALE: N.T.S. 8" THICK, 3 COAT CEMENT PLASTER 60 MIN. GRADE D PAPER BACKED LATH BARRICADE PLUS WRB (OR APPROVED EQUAL) FOLD WRAP LAYERS OF BUILDING WRAP OVER NAILING FLANGE, STOP 1-- WRB APPROX. 1-1/2" ABOVE SHINGLES z BARRICADE PLUS WRB (OR APPROVED EQUAL) WOOD SHEATHING WOOD CONSTRUCTION 60 MIN. GRADE D PAPER BACKED LATH METAL LATH 8" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING 8" THICK, 3 COAT CEMENT PLASTER HORIZONTAL WEEP SCREED_ SCALE: N.T.S. STEP 1 STEP 2 FOLD @ g z ROOF/WALL SCREED Z 5X5 WALL FLASHING � KICK -OUT FLASHING (SEE DTL. BELOW) FOLD INWARD @ PT. A FOLD INWARD @ PT. A W r o CREASE @ PT. B FELT UNDERLAYMENT AS REQ'D BY CODE STEP 3 STEP 4 a�,%%%ql z Ott AO AO °F SHINGLE ROOFING WATERTIGHT,S :�L. FASCIA WRAP FOLD. DO NOT,C-�J°T. Q ©© FOLD @ 77° ©© BOTTOM FLANGEF L, DRIP EDGE: OVERLAP 3", EXTEND g, BELOW SHEATHING, MECH. FASTEN 4" O.C. MAX. FOLD INWARD @ PT. A FOLD INWARD @ PT. A CREASE @ PT. B CREASE @ PT. B CREASE @ PT. C CREASE @ PT. C FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE KICKOUT DETAIL SCALE: N.T.S. Ir W �00� >oCQ0 ��i- Wcc CD Q = W _ J Z) Iz cl� CC �eoI—Z zzzp:w Q J _wCL �!Z 2 Z O W zo 00 cz a � N n 3 o i �zd 09 Ia- 0 0 j� V O ma z W ICI "FEW LL 0 O 0 O ICI aI w w o� wOMEN w 0 x z 0 a[ >w 0 z z 09rn .t�aaaa Tall y Lo_l 'COMMUNITY: LINE CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET wpm l sheathing or exterior gypsum board. IRICADETM BARRICADETM IRICADETV I I BARRICADETM BARRICADETM BARRICADET°° BARRICADETM BARRICA©eM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 5 4 Fold the three flaps in through the opening, Install the bottom flashing over the wrap. fastening them inside with staples set about Note: Barricade Building Products recommends every 6". Fold top flap up and tape temporarily the use of flashing material, such as OptiFlash® as shown. or Contour® premium butyl rubber flashing, that meets or exceeds Federal Specification UU-B-790a, Grade A and is minimum 6" in width. Other Important Details: • Install building wrap "shingle -lap" fashion • At roof sections, be careful to lap the (with the higher piece lapped over the building wrap over the entire top of any step outside of the piece below). flashed areas against the wall. • All horizontal overlaps of building wrap • Around exterior doors, follow the same should be at Least 4" and vertical overlaps flashing procedures as indicated in steps 5 should at least be 6". and 6 for windows. WRB INSTALLATION SCALE: N.T.S. BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM BARRICADETM 0 BARRICADETM BARRICADETM :6::: Install window. Flashing details around window: A Install side flashing over side window flanges. g Install head flashing over the top window flange and extend it out 3"-4" over the side flashings. C Bottom window flange should be over flashing, installed in Step 5. &Remove temporary tape from top building wrap flap and apply over installed head flashing. Note: Windows must be installed in accordance with manufacturer's recommended installation procedures. LFMA/AAMA/WDMA LASHING AT EXTERIOR WINDOW AND PENINGS SHALL BE INSTALLED IN ANCE WITH FMA/AAMA 100, FMA/AAMA /WDMA 250, FMA/AAMA/WDMA 300 OR 400 AS PER R703.4.1.4 C-RESIDENTIAL, 7TH EDITION) f SEAL EDGE OF P.T. WOOD BUCK TO MASONRY 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 2) SET P.T' WOOD BUCK OVER CMU WATERPROOFING IN URETHANE SEALANT. FASTEN PER PRODUCT APPROVALS. 3) APPLY LIQUID WATERPROOFING MEMBRANE OVER THE TOP AND EXTERIOR FACE OF BUCK AND SILL 4) INSTALL WINDOW OR DOOR. FASTEN PER PRODUCT APPROVALS AND SEAL WINDOW OR DOOR FRAME TO P.T. WOOD BUCK AND MASONRY CMU. OPENING WATERPROOFING SCALE: N.T.S. BARRICADETM • Barricade Flash Right SBS Window & Door Flashing Tape • Barricade Sill Corners • Barricade Conform Stretchable Flashing WOOD OPENING WATERPROOFING SCALE: N.T.S. W }_CC Wz0= O} H >wE¢ oO Wpl-- U) C) W W < :D 2 CCW J III Z:) it M rr_ Y O I- z ,6U-00(/) zzz~z_ ru J Q J w CL CL � U) 0 Q �2ZU_(/) C O Q 0 $� 0 0 Q U o ._j Z a mm" PEEM4 IL 00 0 (J) 0 p O W w W W a, tn 'a W O x z !> 0 R v W 0 c o � co '0 �a et 0 F C MUN i AAA LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET WPN2 SCALE: 1 /4"=1'-0" w■n�n�■wn�mw�mim� ������nnn■nn� 2" PVC CONDUIT 2-2/0 COPPER 1 -1 /0 COPPER . OR 2-4/0 ALUMINUM 200 AMP 42 METER 1-3/0 ALUMINUM CIRCUIT MAIN CIRCUIT #4 COPPER OR ALUM. IBREAKER PVC 1/2" PVC CONCRETE ENCASED GROUNDED ELECTRODE T� IlPt �—U H II ELECTRICAL RISER DIAGRAM NOT TO SCALE LANAI FIRST FLOOR ELECTRICAL PLAN SCALE: 1 /4"=1'-0" I'��,q 11111NI1���P1 ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET WEATHERPROOF DUPLEX OUTLET 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 or VAPOR PROOF LIGHT FIXTURE +s LIGHT FIXTURE WITH PULL CHAIN FLUORESCENT LIGHT FIXTURE fj EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION © CHIMES (OPTIONAL) p PUSHBUTTON SWITCH (OPTIONAL) ® COMBINATION SMOKE / CO2 DETECTOR ® SMOKE DETECTOR f4 TELEPHONE (OPTIONAL) Q TELEVISION (OPTIONAL) ELECTRIC METER s ELECTRIC PANEL __xmA_ DISCONNECT SWITCH Q JUNCTION BOX STANDARD ELECTRICAL LINE NOTES: 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AND ARC FAULT CIRCUIT INTERRUPTERS (AFCI) PER 2017 NEC 210.12 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ........... 42" OUTLETS.............14" ABOVE COUNTER OUTLETS ...... 46" TELEPHONE ......... 14" TELEVISION .......... 14" 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. OUTLET AND LIGHTING RECEPTACLES FOR ALL DWELLING ROOMS, WITH THE EXCEPTION OF KITCHENS, BATHROOMS, AND GARAGES, SHALL REQUIRE AFCI PROTECTION. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH 2O17 NFPA 70, FLORIDA RESIDENTIAL CODE 2020, AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. 6. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12. 7. CIRCUIT NUMBERS ARE FOR REFERENCE ONLY. 8. LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF 2017 NEC 410.16(A) & (B) 9. RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED 10. A MIN OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH -EFFICIENCY LAMPS 11. GFCI DEVICES SHALL BE READILY ACCESSIBLE 12. REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION. 13. PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN COMPLIANCE WITH NEC 110.26. 14. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE it �JF=-W WzOZ: wwz0 >T<0 cn C) w aZ)WI- J U) W W cc Y 0 I- z �LL00c zzzP:z 2 J WIZ = 2 Z O 2 H Q z o 'm cz jz Q mo n Z .9� H 0 0 0 j j� V O 1-i u W �••� w 0 w w a w [L 0mmm" w 0 � 3: z r..w _O rL U Ca U) O� � o �Z aaaaa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET E191 cr- WWT y WzO� O > tr < 0 W ::) 0 H �U>w a::)W�- _I�< crmoc Y O I- z �sL—OOC/) z z z ~ Z °CaQ<� W d = Q- CQ p O U =zWcn < z cz''r C CZ CM C r tQ- Ia— O 0 Z r� V O 00 o w o Z wa. w a w Adhok w (n 0 x z 0 w 0 U) Oo LTJ 5i Ow.z aa4aa COMMUNITY: LINKS AT CALUSA SPRINGS PLAN # 6103 RELEASED: 9/22/21 SHEET P 1 1 9 I iYlillh�r—�i�, ��.r1�L�i1:��.,—�iY�lw�i�u.I�a1LYl„hawldY�lLLiiun.�ltiiLo :F, a 1 ii�Id,illllWiYSiO I�,lute rrm,i, ri Wu. a,i,i�i, ,.��du.�u•�I i�ir�;in ��Wlgi ni,iA i :111,11 rip''oul,i"�l i u..um ol�� I k F MA50NR*' LINTEL A55EM5L I E5 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--T - rr--1� 1++- MIN. (1) COJR5EWW I I MIN. (1) GOUR5E/BOND 1 L�J I BEAM ABOVE LINTEL i LOJ i BEAM ABOVE LINTEL 71 GR in GROUT BOTTOM REIN. 1 a, 1 PREGA5T LINTEL W PREGA5T LINTEL. W #-�i` EMBEDDED REINF. � EMBEDDED REINF. MB- I MB-2 rr---TI rr--T' 11 Q1-- TOP COURSE, IF I I '++-- TOP GOlIRSE, IF 1 LQJ 1 m I L4J i REOD PER ARGH. u 1 i REO D PER ARCH. r :`: TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. z REIN. AS READ - GROUT • GROUT BOTTOM REINF. BOTTOM REINF. PREGA5T LINTEL. W i:Q PREGA5T LINTEL W EMBEDDED REIN. �-1 EMBEDDED REIN. MB-3 MB-4 MASONRY LINTEL DETA I L5 REINFORGEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/0T ----- ----- MB-2 8F8-IB/0T ----- (1) #5 MB-3 8FI6-IB/IT (1) #5 (1) #5 M13-4 8RF14-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 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 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW 5HEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.2 2ND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 50-3 5TRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS 6ENERAL 5TRUOTURAL NOTE5 FOUNDATION • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 @ 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'G = 2,500 psi: ....... FOOTIN65 2,500 psi:......, 5LAB5 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/ (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINC75 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM_ OF 8'-0" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, 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 A5 GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEOFIOATION5 (TYP. U.N.O.) DESCRIPTION OF BLOC. ELEMENT 5W.131" NAILS 3x0.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JOIST/BLK'G. (3) NAILS @ 4" o.c. (5) NAILS 0 4" o.c. STUD TO 50LE PLATE 2) TOENAILS (3) TOENAIL5• TOP OR SOLE PLATE TO STUD 2 _NA IL5 (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* BLK6. BTWN. JOI5T5 TO TOP PL. (3) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.G. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE (g NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) THIS MODEL HAS BEEN DES16NED IN ACCORDANCE WITH THE - th EDITION (2020) FLORIDA BU I LD I N6 CODE (5EGTI ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWI N6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT _ ENCLOSED, +/- 0.15 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION � APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR ViALL 5HEATHIN6 5FEC I II' I GATI ON5 INDICATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REOUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD GONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W/ PI 212 xO.131 NAILS @ 6 o.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 05E3 FASTENED W/ P3 2y211xO.131" NAILS @ 3" o.G. ALONG PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/52" PLYWOOD OR 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL EDGE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTENING 2. ALL STRUCTURAL 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 TOGETHER w/ %"xO.131" NAILS @ I6"o.c. USE (8) 3Y2"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE GON51DERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. g. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P521 OR APA PRP-108 WITH 33r SPAN RATIN6 (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL 1�32" THICK, APA RATED 5HEATHIN6 �6 EXPOSURE 105E OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window a Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B®° OPENING SIZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-IcIA P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +Iq.O P5F/-20.8 P5F +IQ.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT, +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined as the 5moller of 10% of lea5t 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 Pre55ure5. Divide allowable pressures above by o 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. 05B/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4 @ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6 TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGE5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR CLIPS @ 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G. UPL I FT OONNEGTOR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' SIMP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15, _ 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORGH ALL 51MP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 63., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. LEGEND • ® INTERIOR BEARIN6 WALL • _ = _ = BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF SHEARWALL I: :I EXTENT OF OVERFRAMIN6 - -INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (5EE NOTES) J L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. HOLDOM / 5TRAP 50HEDUL ! SYMBOL SPECIFICATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO GMU WALL w/ (1) SIMPSON M5TGM40 STRAP w/ (12) Y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS FOR REDUGED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0) GENERAL STRUCTURAL NOTE5 • DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE 40 P5F (INGLUDIN6 STAIRS � DECKS) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED R15K GATEC70RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O., • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL MEMBER5 SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.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 WALLS w/ 1/16" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARIN6. ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 p5i; Ev=285 psi; E=2.Ox10A6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"xO.131" NAILS @ 8" O/G OR 2 R0W5 Y4"x3Y2" 51MP5ON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" 0/6. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3 Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK SCREW @ I6 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER: APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK SCREW. LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 @ 24" O.G. FLOOR FRAMIN6 •. I-JOIST5/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., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS @ 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CONSTRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 GLIP AT EACH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (5) 3/6" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131 NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREAD5. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: ® O ° �� © copyrgp°��°� S'NC[UPa1 Eh#Wng, Inc, CD am z_ JLU w w Z o Cn Z W d + J °' Z� Q U �/ cc� �Q cc Wcn •� J E Q Jz Q � LU :-so Y op y m LU cv Ir M O. M&K project number: 068-2001 1 project mgr. JSB drawn by: B C issue date: 09- `j 4-21 REVISIONS: date: initial 02/22/22 Dip, sheet: Cz Z Q 0 LL 0 Z x a rr� V 'Q 00 W F- �4 0 Z J J SW0.0 M nC� 11 1 C �l.'. •.I ! _ II ______ _. _ !. i u I �) I I l�.ii�� •. _ _ _ __ I _ _ _ 1 1 � I I. _ _ •• I ,� _ _ � I 1 , � I . ... � i _ _ . , .. � _. i i __. n r _ , _ - . i _� i71Rf ne, n�a,. a � :rr , ,e r nAll Aih a ��I�n11�InYIwN�l�lwww4w w��n ■ uieenirwn��l�wnlr®� �,e�i nnrNeei+�iwwwmAILRR�w1�11 �NINAA��II��� Sl�tl�nl II I�ILnIAIf nw.• IAAAEAR�n�Il�lellL2.1•�L�11�1�fI�ISAlIA�I��P _ �9 e�R�lAllll� IN�LI'�n.��1RIlI 7nI� � f._ _ � � � II. �I�F �. 1_ �' t . _ f I 1 ��®IIIIIIYYld6: i 7 0 i 40'-0" 121_011 21 12" WIDE GONG. TURNDOWN EXTENDED o MIN. 12" BELOW 6RADE I `� o I LU HVAG 2 Iq 7 UNIT 5D-I 3)/2"STEP 5D I 5D 1 FRENGH DOOR REGE55 PER I MANUFAGTURERS I IN5TRUGTION m I I -- I � I NOTE: REFER TO BLOCK 2 I I PLAN FOR ALL DOWEL I I 2 5D-I I LOCATION DIMENSIONS. I 5D-I 12'-q I/211 I 7'-10 1/2" II'-4 1/2" 1'-0" 6'-11 1/2" k, o • I — — —3 y2" STEP \-------- --- o ISM _ _..._ ..... ta __. .._.... L - --- ---- — -- _ 4 3 Y2 STEP 24"x24"xl2" PLAIN x1(bTHIGKENED N 5D-I I I GONG. FT6. SLAB UNDER IO BEARIN6 WALL SD -I , o 5D I 4 I I (TYP.) (TYP.) N ---------- GARAGE SLAB: I I F -------- - - - _ _ _ _ 3 Y2" GONG. SLAB ON TRADE 3 y2" STEP -- ---—' (2500 P51 MIN.) w/ 6x6-W1.4xW1.4 1 I MESH OR FIBER MESH OVER 6 mmmI 6-2 5/4" I 13'-1 1/4" MIL. POLY ON 15% GOMPAGTED FILL OR VIRGIN SOIL. N 5 I I I• SD -I I i I I 5D-1 I •I N I i � � I 3 Y2" STEP — >n •. IZ 5 5D-1 I I 6 I I _ I • Iz I • , SD-1 5D-I 2 2I-8il - 16I_0il 21-81100, 5D-I 211_411 4'-511 14'-01, 401-011-0 Z)5LA PLAN SCALE: 1/4"=1'-O" (22x34 SHEET) SCALE: I/8"=1'-0" (IIxI1 SHEET) , seal' 4 C3 7 2 ° :C N • ® INTERIOR BEARING WALL . .o AJfOF Cr. • _=__� BEARIN6 WALL ABOVE • BEAM / HEADER • LOGATION AND EXTENT OF 5HEARMALL © copyright: MULHERN ULP Structural Engineering, Inc. I: I EXTENT OF OVERRAMIN6 ow • ---,-INDIGATE5 1/8"A" SAW GUT CONTROL JOINT z °; UJ INDICATES LOCATION OF REINEORGED GMU GORE z o CM v (SEE NOTES) z w a L METAL HANGER = + < INDIGATE5 P05T ABOVE. PROVIDE 50LID E _ c BLOGKIN6 UNDER POST OR JAMB ABOVE. F- A n It = REFER TO S-O.O FOR TYPICAL STRUCTURAL NOTES I$ SGHEDULES W F- :o CO =a O° E =a >. J� cc aC z Vo 0 0 rA m W C N cc M O, MW project number: 068-2001 1 project mgr: JSB drawn by: BC issue date: 09-1 4-21 REVISIONS: date: initial 02/22/22 DJR FREW-a VWR REVISION g Cz Cz QJ 0 0 .a LL J ui W � Q z O a o. m z w Q � U �, Z W � J J sheet: Fm 1 *0 2 i t- 0 T- 3101 I 0 r 40 1_011 Cl ✓ 1_011 21_211 4'-1011 6�_41� —(1_Qn / 1_4n 51_ 11 I-e MB-1 MB-I I (� CMB-1 Cl 21_811 161_011 21_811 31—/ 11 31-211 51_411 0-0 2 1 1-411 4'-8" 141-011 401_011 iLOOK PLAN ALE: 1/4"=I'-O" (22x34 SHEET) SCALE: 1/&"=1'-O" (IlxI 1 SHEET) i t— T— LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARING WALL ABOVE • BEAM / HEADER LOGATION AND EXTENT OF 5HEARWALL I: • : : I EXTENT OF OVERFRAMING • — — ---•-INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT INDIGATE5 LOGATION OF REINFORGED GMU GORE (5EE NOTES) J L METAL HANGER INOIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKING UNDER P05T OR JAMB ABOVE. MABONW LINTEL PETA I L5 REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT M13-1 8F8-0B/0T ----- ----- MB-2 8F8-IB/0T ----- (I) #5 MB-3 SFI6-I13/IT (1) #5 (1) #5 MB-4 SRF14-I13 ----- ----- APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S CONCRETE. NOTES: I. ALL LINTEL5 N/ 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, f y=60 k5l 6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW MASONRY LINTEL A55EMBL I E5 5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO LQ1 1MIN. COUR5EWND I I +�— MIN. 0) GR5E/BOND I J i1-- N OII BEAM ABOVE LINTEL_ i L�J I BEAM ABOVE LINTEL GROUT GROUT BOTTOM MNF. t- Y PRECAST LINTEL w/ PRECAST LINTEL w/ EMBEDDED REINF. # EMBEDDED REINF. MB- I MB-2 TOP COURSE, IF 1 1+i— TOP GOUR5E; IF 1 L4J 1 m 1 L4J I I 1 REQb PER ARCH. v 1 I REQ'D PER ARCH. �--_--J TOP REINF. OR GONT. GONT.13OW BEAM 13OW BEAM REINF. REINF. A5 REQ D 6Rolir GROAT _ BOTTOM REINF. BOTTOM REINF• PREGA5T LINTEL w/ �, . ....... I a I PRECAST LINTEL " { EMBEDDED REINF. EMBEDDED REINF.. MB 3 MB-4 REFER TO 5-0.0 FOR TYPICAL STRUGTURRL NOTES � SCHEDULES seal: F 24 o 7 R 0 � ' 2 li022 " A 81 CIF :t C;:g © copyri � >rit lq t6.41;�P 10% tfruftlalftg 14ZMng, Inc. acD z JLU w w z o CD on `— z w CL J L N Q Z= .a Q� U A d- �- W=j �E a Q • ao ..J� z o 0 op Y cO ca y oCO M L6 lW C N 0C M O. M&K project number: 068-200 1 1 project mgr: JSB drawn by: BC issue date: 09-14-21 REVISIONS: date: initial: )2/22/22 Dip, d C] O LL U) Z Q a 0 a U) Z � 4 a W 0 < z � z } J J sheet: 0 Folo2.0 ■ 09 C)PLO 1 A 1LI r)P/1)PPr_rn RFAMG. n 2ND FLOOR �RAMIN6 FLAN SCALE: 1/4'*'-0" (22x34 SHEET) SCALE: I/V=I'-0" (IlxI 1 SHEET) 91 LEGEND • INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: • : I EXTENT OF OVERFRAMIN6 INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) L METAL HAN6ER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLnOWN / 5TRAP 50HEDULE )YMBOL 5PEGIEIGATION FASTEN BUILT-UP POSTS SUPPORTING ROOF O.T. TO GMU WALL w/ (1) 51MP50N MSTGM40 STRAP w/ (12) y4" 5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DES16N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) '2EIR FASTENED ) y4" DIA. X 3 y2'1 �'GON5 a 16" ars. ROOF FFAMINC7 ® z • SEE ROOF TRUSS UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF TRUSS CONNECTORS. °°e S E OF • ROOF 5HEATHIN6 SHALL BE l/16" MIN. OSB/PLYWOOD 5HEATHIN6 24/b, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"xO.113" �g®� p' °c rN1o. RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL ED6E5 4 488116e r`�0*„�® � 2 �Q�� R 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG © copyright: MULHERN & I�N�E Structural Engineering, Inc. TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOGKIN6 _ ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END. PROVIDE "H" STYLE GLIPS ALONG UNSUPPORTED E06E5. Z w • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND LU GONTINUOU5LY UNDER ALL OVERFRAMIN6. = z o • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ rn Z Q LU el- 51MP50N VTGR GLIP5 ® 24" O.G. LZ J L a • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. -a CC z = Q o F_ A�? • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I "GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING i BRAGIN6 W OF METAL PLATE GONNEGTED WOOD TRUSSES." j • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. m 3 a a E FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. j J o • SUPPORT PORCH $ SHORT. SPAN ROOF TRUSSES w/ 2x4 LED6ER W op FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G. y m W N fir UfzL 1 f7T CONNECT OR5 BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON ALL 51MP50N HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF 63., FLUSH BEAM OR ALL (2) SIMP50N HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED KITH GONNEGTOR AS LISTED ABOVE. IT IS THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUS5 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE 5HOP GARDS. REFER TO 5-0.0 FOR TYPICAL STRUCTURAL NOTES 4 SGHEDULES IV IV M&K project number: 068-2001 1 project mgr ,JSB drawn by: BC issue date: p g..1 4-2 1 REVISIONS: date: initial: 02/22/22 Dip, MOM DOOR 1MV60 4 � O J z L- � w � 0 a � 0 (L 0 0 W O D 4 LL z d Y. Z o z IN J J sheet: Sm 1.2 0 0 i t— seal: L G Nil ROOF FRAMIN6 �P:••,, a 824 �o • INTERIOR BEARIN6 WALL • SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF m� o TRU55 GONNEGTOR5. a A E OF • _ _ _ BEARING WALL ABOVE • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/,b, • < EXP05URE I. FASTEN SHEATH IN6 TO ROOF MEMBERS N/ 2 %"xO.I13" • � BEAM /HEADER RIN6 SHANK NAILS (R5R5-01 OR EGUIV.) ® 6" O.G. AT PANEL E06E5 4 ®'9G91WO © LOCATION AND EXTENT OF SHEARWALL ®6u O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $DRAG copyright: MULHERN & KULPstructural Vhsrin,Inc. r— -7.7`7 TRUSSES N/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 I: :I EXTENT OF OVERFRAMIN6 ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END. C.0 PROVIDE "H" 5TYLE GLIP5 ALON6 UNSUPPORTED ED6E5. om z s - —INDICATES 1/8"A" SAN GUT CONTROL JOINT • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND � w — — — — — — — — — GONTINUOU51-Y UNDER ALL OVERFRAMIN6. = z c INDICATES LOCATION OF REINFORGED GMU GORE co Cn • TRUSS ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW N/ / (SEE NOTES) Z a 51MP50N VTGR CLIPS ®24" O.G. + w � \ / METAL HANGER J \ / • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55 a INDICATES POST ABOVE. PROVIDE 50LID MANUFAGTURER, UNLE55 OTHERN15E NOTED. Z < \ / BLOGKIN6 UNDER P05T OR JAMB ABOVE. Q- \ / I • EREGT AND INSTALL ROOF TRU55E5 PER NTGA $ TPI 5 BG51 I Q, i I I "GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 & BRAGIN6 OF METAL PLATE GONNEGTED WOOD TRU55E5." W cn m z) • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH EN6. = a > A FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. — a H CD o • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER W Y °p FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G. 0 0 y mL LU N = Co M D L D U L U12L I fT CONNECTORS BEARIN6 GONDITION TRU55 GONNEGTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' SIMPSON HIOA WOOD STUD WALL/WOOD BEAM ROOF C71PDER TRU55 BEARIN6 ON WOOD STUD HALL/WOOD BEAM ALL 51MPSON HT520 51N6LE ROOF TRU55 OR PORCH ALL SIMP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REGUIREMENT5 OF A5GE-1-I6. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL 5UPER5EDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5. REFER TO S-O.O FOR TYPIGAL STRUCTURAL NOTES 8 SGHEDULES M&K project number: 068-2001 1 project mgr: JSB drawn by: B C issue date: 09-14-21 REVISIONS: date: initial: 02/22/22 DJR FREHGH DOOR REVI5M P" d PILLED GELL5 (SEE PLAN) pit� UtAt<rAvc "IN, TOP \/IEA @CORNER F GONG. OR PAVER 6ARA6E WALL DRIVEWAY BEYOND d 6ARA6E SLAB m 411, (SEE PLAN) 16"x8" THICKENED =1 E06E W/ (2) #5 GONT. a 8" GMU BLOCK 8" WIDE GONT. GONG. CURB (1) #5 VERT. FROM FT6. TO BOND BEAM. LAP N/ FOUNDATION DOWEL ILU 6ARA6E SLAB MIN. 30" GROUT CELL } (SEE PLAN) SOLID Z Q e d. O GRADE —III=III=III=1 _ _ III I I I=1 I t III —I I I I I —I I IA I II=ICI=ICI—ICI- o 7=;III- —I I III-1 I —I 1I- I=1 � I- III = 1) #5 DOWEL W/ 6" HOOK AT _� = 1 = 11=III ,I ALL VERT. WALL REINF. III —III _ IIII I I (SEE PLANS FOR LOCATION) I �=1 I I III —III —I _ GLEAN COMPACTED FILL ® q5% WI TH MONOLITHIC FOUNDATION STANDARD DENSITY W/ (2) #5 GONT. ON GHAIR5 2-5TORY: 1'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS � G,�R�G1= CURB 171:T,� I L SCALE: NTS 8" GMU BLOCK� BEYOND R4.1 FI-FOIL OR EQUAL EXTERIOR DOOR OVER 3/4" FURR STRIPS MTL. THRESHOLD -PER BUILDER HOUSE SLAB SET IN SEALANT (SEE PLAN) PORGH/PATIO/LANAI SLAB OR PAVERS (SEE PLANS) d' PER MANU ' —III—III->Y I —III III—III-1 I I=1 I I- ' �'—III-1---a III I I I I —III —III —I 1I- '—I I I--_ 1=1 I° III —I 11-1 11 _ ' 1-I m III a I I —I I I —I I 11-1 I_ III—L I I— m LU III I I III III=III-III_ ' 11—wMONOLITHIC GLEAN COMPACTED FOUNDATION W/ (2) #5 FILL ® q5% STANDARD WI TH GONT. ON CHAIRS DENSITY AND TERMITE TREATED 2-5TORY: I'-4" WIDE N/ (2) #5 BARS 1-5TORY: 1'-0" WIDE W/ (2) #5 BARS EXTERIOR OUT5AIN6 15G0 POURED 51LL5 DETAIL SCALE: NT5 �;, t: • �' seal, NO $ 4 S ,0.T E OF Ja'; n Rt,° 4 22 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL )V2" GYP. BD. EA. 51DE ©copyright : A61M LP structural Engineering, Inc. '. OVER 3/4" FURR STRIPS OF 2x4'5 ® 16" O.G. -PER BUILDER (1) #5 VERT. FROM FT6. TO y2" J-BOLTS 6" FROM EA. � CD BOND BEAM. LAP N/ HOUSE SLAB END OF WALL AND Z FOUNDATION DOWEL MIN. (SEE PLAN) SPACE ® 32" O.G. ac 30 6ROUT CELL 50LID z 2" (6'' MIN. EMBED) WJ = Z CM- STUD PLATE TIES PER o = T. PT B PLAN STUD rnr • � .� O®5 DTOP��Icz d ,. } PLT. BOT. w = III-1 I I-1 I I-1 I I=1 0 6RADE d a I I=III—III=III ,III _ d °° e _ ATIO/PORGH/LANAI SLAB - ° ° III-1 11= rY I I ° 1—III—I—' 111 I—I_I - I I 1=1 I I 1=III=1 1=III- (SEE PLAN) U =1II— II ° ° 11I-111 =1I1= # �� ° � � E F—I W I— ° 11 _ 1) 5 DOWEL W/ 6 HOOK AT GRADE 1-111 1- _ . — =1 I I—� I ALL VERT. WALL REINF. - — — — -c ' 1 I 141 III —III —III —I =1 I- — ° , a — —_ —_ _ (SEE PLANS FOR LOCATION) -III=III=1 I L I I=1 I I III=1 111 h` —+ m —IIIIII— � _ _ __ — � (2) #5 S GONT. W/ GLEAN COMPACTED I 1=1 I I=� !' I_ II I II = _ =III-11 I-1 I 1=1 I li_. 3° MIN. GUAR FILL ® q5% MONOLITHIC FOUNDATION - I 1I I III-11I-111=1 I=III C STANDARD DENSITY WI TH W/ (2) #S GONT. ON CHAIRS 8"x8" THICKENED III, I II I II II it I ,11-1 I I— mi Z .2 o SLAB W/ (I) #5 GONT. � W y °O G oco 2-5TORY: 1'-4" HIDE N/ (2) #5 BARS UPLIFT GONNEGTOR5 SUCH AS STUD PLATE TIES, HURRICANE CLIPS, AND M c. 1-5TORY: 1'-0" WIDE ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A cc W/ (2) #5 BARS CALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE - WILL BE SPECIFICALLY NOTED ON PLAN. MF��N =GT (ON W/ BLOOK 17 T I L TH I GK1 N1=17 1 �?G1 D1sT ILIV G, RAGE 5T1=P DOWN DETA I L SCALE: NTS WALE: NTS M&K project number: 068-2001 1 project mgr: JSB drawn by: BC 8" GMU BLOGK 8 GMU BLOGK R4.I FI-FOIL oR EQUAL 8" GMU BLOCK R4.1 FI-FOIL OR EQUAL issue date: R4.1 FI-FOIL OR EQUAL 3 0�� 2 BEYOND 3 (I) #5 VERT. FROM FT6. TO OVER 3/4" PURR STRIPS OVER /4 FURR STRIPS OVER /4 FURR 5TRIP5 BOND BEAM. LAP N/ -PER BUILDER EXTERIOR DOOR -PER BUILDER FOUNDATION DOWEL MIN. -PER BUILDER (1) #5 VERT. FROM FT6. TO REVISIONS: MTL. THRESHOLD HOUSE SLAB 30" GROUT CELL SOLID HOUSE SLAB BOND BEAM. LAP N/ = HOUSE SLAB SET IN SEALANT (SEE PLAN) PORCH/PATIO/LANAI (SEE PLAN) FOUNDATION DOWEL MIN. (SEE PLAN) date: initial: SLAB OR PAVERS 50" 6ROUT CELL 50LID 02/22/22 D.1R PAVERS (SEE PLAN) (SEE PLANS) — ° FRENGH DOOR REVISION A I �,DE =111=111—III , —_— — °. a ° I=1 I I=1 I 1=III=� 11.— _ III —I I I_I I I —III _ IE � 1=1 1=1 1- ' -1 I-= I —I I III=1 I I=1 I- �xP JOINT U III —I I I I=1 I=1 I I=1 -I 11—I I I —I I- I, m III I I d I-1 I I=1 I I- m l-1 I d d= I I-1 I I I =-=PVC CHASE SLEEVE TO BE I �E I — 1=1 1 ; _ ° 1== - 1) #5 DOWEL W/ 6" HOOK AT _ �i III=III- a. III=III .I TWICE THE DIAMETER OF �� I I _ — I I-1 — — — 111=III- ALL VERT. WALL REINF. O I —I I —1 III=III=III III MONOLITHIC ' 1 I I I=1 11=111=I III (SEE PLANS FOR LOCATION) I I I III I I I=I 11=1 11 —�� 1 I PROTECTED PIPE Cz' , .1 I 1-1 11 III— -III- FOUNDATION W/ (2) #5 GLEAN GOMPACTED I I=1 11-1 I I GLEAN COMPACTED GLEAN COMPACTED I I I=1 I I=1 I MONOLITHIC FOUNDATION FILL ® 15% WI TH MONOLITHIC FOUNDATION FILL ®q5% STANDARD WI TH GONT. ON CHAIRS FILL ®q5% WI TH DENSITY AND TERMITE STANDARD DENSITY W/ (2) #5 GONT. ON STANDARD DENSITY W/ (2) #5 GONT. ON CHAIRS �_ �� � �� CHAIRS TREATED �� 2-5TORY. 14 WIDE 2-5TORY: I -4 WIDE 2-5TORY. 1�_4 WIDE Q N/ (2) #5 BARS N/ (2) #5 BARS N/ (2) #5 BARS 1-5TORY: I'-0" WIDE I -STORY: 1'-0" WIDE 1-5TORY: I'-0" WIDE W/ (2) #5 BARS N/ (2) #5 BARS N/ (2) #5 BARS O 6 ENTRY HOOK v T I L .� 1 XTI 10R 11A11. PORCH/10AT 10/LANAI DITA I L 8 GH S 1�IT,� I L SCALE: Nr8 SCALE: NT5 _ scaLE: NTS n 1' 4" UPLIFT CONNECTORS 5UGH AS STUD PLATE TIES, HURRIGANE GLIP5, AND ANCHOR BOLTS ARE NOT REQUIRED ON WALLS NOT SUBJECT TO A GALCULATED NET UPLIFT FORGE. WALL WHIGH REQUIRE SUCH HARDWARE WILL BE SPECIFICALLY NOTED ON PLAN. @�INT 1ARI NG 11A11 1O0T I NG 11ETA I L SCALE: NT5 _ ,ireerr.n rnnti R*� ,.n 1.+au11111 1mm uma!AA moll ern . I'll 1 11 1 1111w_ _ ..�_ ._�_!�le7! IIIR111RA>lRA ^IIR4RAITRV a rF I■�I II ,a I I■III�III■11■1■II a PROVIDE SOLID SHIM BETW'N TRU55 � CONNECTOR IF TRU55 LOCATED LE55 THAN I Y2" FROM CONNECTOR. WHERE TRU55 15 6REATER THAN I YY FROM UPLIFT CONNECTOR, REFER TO TYPICAL RETROFIT DETAIL P. FASTEN ROOF 5HEATHIN6 TO FASCIA WITH 2 %NO.113" RING SHANK NAILS ® 6" O.G. 2x6 FASCIA -SEE ARCH REINF. MASONRY LINTEL/ BEAM - - SEE PLAN FOR 5PEGIFIGATION5. : -SEE UPLIFT CONNECTOR SCHEDULE ON PLANS FOR CONNECTOR SPECIFICATIONS ` CONNECT EACH END OF MASONRY LINTEL TO TOP OF PIER/ WALL w/ (1) #5 BENT DOWEL w/ 24" LEC75 SECTION SCALE: 3/4 FASTEN DBL SOLE PLATE OF 2x WALL TO BOND BM. w/)42" DIA. ANCHOR BOLTS @ 32" O.G. WITH T (MIN.) EMBEDMENT. FASTEN EXTERIOR 5HEATHIN6 TO 2x SILL PLATE w/ 2y "xO.131 " NAILS @ 3" O.G. 8" GMU BOND BEAM w/ (1) #5 BAR5 CONT. S" REINF. GMU WALL - -SEE PLAN FOR VERT. � HORZ. REINF. 5PEG5 SECTION 2x EXTERIOR WALL -SEE PLAN FOR 5HEATHIN6 2x EXTERIOR WALL @ STAIRS OR 2-5TORY SPACE -SEE PLAN FOR 5HEATHIN6 AND CONNECTION 5PEG5. VERT WALL REINF. TO EXTEND INTO BOND BEAM EXTERIOR WALL 5HT C6. TO RUN AND CONNECTION 5PEG5. FASTEN SOLE PLATE TO TOP CHORD OF CONTINUOUS FULL HEIGHT OF 2x EXTERIOR WALL LADDER TRU55 w/ 3"x0.131" NAILS @ 6" O.G. WALL FROM BOTTOM OF -SEE PLAN FOR 5HEATHIN6 EXTERIOR WALL 5HT'6. TO RUN RIBBON TO TOP OF DOUBLE AND CONNECTION 5PEG5. CONTINUOUS FULL HE16HT OF WALL FASTEN FLOOR TOP PLATE FROM BOTTOM OF LADDER TRUSS FLOOR TRUSSES 5HT6. TO FIRST FASTEN SOLE PLATE TO GONT. RIBBON w/ TO TOP OF DOUBLE TOP PLATE -PER PLAN TRU55 w/ 3"x0.131" 2 Y2"x0.131" @ 3" O.G. INTO 3"x0.131" NAILS ® 6" O.G. � 5HEATHIN6 TO SOLE PLATE :1 :1 1+ :: I: NAILS @ 6" o.c. CONT. RIBBON w/ 2 Y2 x0.131 NAILS ® 6 O.G. 2 Y2 x0.131. @ 3 O.G. INTO SOLE PLATE 2x CONT. RIBBON (TOP 4 BOTTOM) FASTEN TO EA. TRUSS VERTICAL FLOOR TRUSSES LADDER TRU55. FASTEN LADDER 11 11 Zz -PER PLAN TRU55 TO EA. BLKO PANEL w/ w/ (2) 3 Y4 x0.131 NAILS 2 Y2"x0.131" ® 3" O.G. INTO BOTTOM GONT. RIBBON PROVIDE 51MP50N HETAI6 EMBEDDED STRAP @ EACH TRU55 (® 1q.2" O.G. MAX) FASTENED TO END TRU55 VERTICAL OR TO BLOGKINO/RIBBON 8" GMU BOND BEAM VERT WALL REINF. TO (1) #5 GONT. EXTEND INTO BOND BEAM 8 REINF. GMU WALL -gEE PLAN FOR VERT. f HORZ. REINF. 5PEG5 3� SECTION SCALE: 3/4"=1'-0" VALLEY SET OVERFRAMIN6 P�119 MAIN ROOF 5HEATHIN6 FASTEN EACH OVERFRAMED TRU55 TO TRU55 BELOW WITH (1) SIMPSON VTGR CLIP 24 O.G. MAIN ROOF TRU555 TYP I GAL OYER�R,AM I NG CONNECTION DETAIL �1775r,ALE: N.T.5. (3)3Y4"xO.131" NAILS MIN. 2 Y2"x0.131 " © 3" O.G. INTO LADDER TRU55 FASTEN LADDER TRUSS TO GMU 2x4 (MIN) 5PF #2 BLOCKIN6 A5 SHOWN AT BOND BEAM w/ SIMP50N HETAI6 45" o.c. FACE NAILED TO TRU55 TOP $ EMBEDDED STRAP @ 16" O.G. BOTTOM CHORD w/ (4) 3"xO.131" NAILS. STRAP MAY BE INSTALLED ON INSIDE OR OUT5IDE FACE OF TRU55 5" GMU BOND BEAM W/ (1) #5 CONT. VERT WALL REINF. TO EXTEND INTO BOND BEAM S" REINF. GMU WALL H: 1R_ -SEE PLAN FOR VERT. HORZ. REINF. SPECS SECTION ALL LAPS IN MASONRY 25" RUNNING BAR L . #5 BENT CORNER BAR GROUTED CELL T"I CORNER VERT. WALL RE I NFORG I NG OETA I L V VCALE: NT8 2x4 ® 16"O.G. FA5TE TO GABLE END TRU55 w/ FASTEN 5HEATHIN6 TO 2x4 2x4 BLOGKINO w/ (2)3"x0.131" TOENAILS. BLOGKINO w/ 2 Na"x0.113" (3)3 Y4"x0.131" RING SHANK NAILS @ 4"O.G. TOENAILS EACH END x x x G FASTEN ROOF 5HEATHIN6 5YP5UM BOARDINEB 2'-0" MIN PER ARCH FOR TO FASCIA WITH 2 %"x0.113" FIREPROOFING RING SHANK NAILS ROOF 5HT6 I I (4) 3 Y4"x0.131" ©6 O.G.SHALL BE I NAILS GABLE END VERTICONT. 24 MIN REINFORGIN6A5 RONTO ROOF w BY TRUSS MANUF. � Q 2x FASCIA -SEE ARCH SEE UPLIFT GONNEGTOR 2x SHEAR WALL SCHEDULE ON PLANS FOR 3 Y4"x0.131" TOENAILS ®12" - SEE PLAN FOR CONNECTOR SPECIFICATIONS O.G. GONNEGTIN6 BOTTOM SPECIFICATIONS. FASTEN ROOF TRU55 TO CHORD TO TOP PLATE DOUBLE TOP PLATE w/ (3) 3 Y4"xO.131" TOENAILS FASTEN BOTTOM CHORD OF L2x4 BRACE w/2x4 T-BRACE, PROVIDE 2x4 BLOGKIN6 ® 48" GABLE END TRU55 TO TOP SPACED ®4'-0" O.G. MAX. O.G. IN FIRST (3) BAYS OF PLATE WITH 51MP50N A35 ROOF TRU55E5-GUT TO FIT CLIPS @ 32" O.G. FASTEN 2x4 TO 'T' w/ 3 Y4"x0.131" NAILS @ 12" O.G. T16HT BETWEEN TRUSS BOTTOM (NOT REOV AT TRUSS HE16HT5 CHORDS AND NOTCH AROUND FASTEN BOTTOM OF 2x4 4'-1" OR SHORTER) 51LL PLATE C BRACE TO DBL. TOP FASTEN DRYWALL TO SECT ION PLATE w/ (1) 51MP50N H2.5T BLOGKINO w/5GREW5 4 (2)3Y4"xO.131" TOENAILS :26 SECTION /NAIL5 ® 6" O.G. SCALE: 3/4 -I -0 SCALE: 3/4"=1'-0" FASTEN TOP CHORD OF END TRUSS OR 2x4 NAILER THRU WALL 5HEATHIN6 TO EXT. WALL STUDS w/ 3"xO.131" NAILS ® I6" O.G. i FLOOR TRU55E5 - -SEE PLAN 6" GMU BOND BEAM W/ (1) #5 GONT. - W FASTEN ROOF 5HEATHIN6 TO END TRU55 OR 2x4 NAILER w/ 2 Y2'x0.131" NAILS ® 6" o.c. FASTEN BOTTOM CHORD OF END TRU55 OR 2x4 NAILER TO LADDER TRU55 VERTICAL OR 2x RIBBON w/ 3"xO.131" NAILS ® 16" O.G. PERT WALL REINF. TO EXTEND INTO BOND BEAM 8" REINF. GMU WALL -SEE PLAN FOR VERT. 8 HORZ. REINF. 5PEG5 6� SECTION " SCALE. 3/4 I -0 5HEARWALL ABOVE FASTEN 5HEATHIN6 TO BLOCKIN6 w/ 2 %"x0.11 NAILS ® 6" O.G. INSTALL 5HEATHIN6 PRIOR TO INSTALLING 2x6 GONT. BLOCKING LOW ROOF TRUSSES FASTENED TO EA. STUD w/ LOW ROOF TRU55E5 (3) 3"x0.131" NAILS -SEE PLAN FASTEN 50LE PLATE TO FLUSH BEAM w/ 3"0.131" NAILS ® 6" O.G. PROVIDE ADD'L VERTICAL IN TRU55 FOR BEARING 2x LE06ER I -REFER TO "ROOF FRAMING NOTES I I EXTEND EXTERIOR FLOOR TRU55 5 5HEATHIN6 TO BOTTOM OF FLOOR SYSTEM (SEE PLAN) FLUSH BEAM OR FLOOR 6.T. (SEE PLAN) I06 SECTION SCALE: 3/4 =1-0" LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME 4 SHALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REOU I RED ALL APPLICABLE AREAS. THESE WHERE 5PEG I F I GALLY I ND I GIFTED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. ■ seal: ®`�`�� 0 o 424 N a . •b ��a• r s �• -T ' • F 1• W2 P+ © copyright : MULHERN & KULP Structural Engineering, Inc. 0 CD Z w w Z C Z w a J Q � Z= H A Wh-- :2 v) N �a JZo a'. o � M y W tin O N c CM M IV M&K project number: 068-200 1 1 project mgr: ,JSB drawn by: BC I ssue date: 09-14-21 REVISIONS: date: initial: 02/22/22 DER pZNJGl DOOR REVISION L� ! ., MuLv K"l u':u+►ae=: i JWtLJ_,, 1..10.1 AA 11 -I_- I .,slLl_�.1Ji:. L __ .y 1 - �'6111�11I�Yll�4:WlI1rILIWV,.0 u�r wll,�l I�1�1 lu ILWfA . J __ _ 1,_._ L u �,_L_�ulW+l u. R1; ■INWM� aI1hYJIIIYI h a @` a BOND -BEAM f-GONTIN. PRECAST HEADER S" GMU PIER ENTIRE COLUMN TO BE GROUT FILLED GA5T-GRETE GA5T-GRETE WINDOW 51LL, WINDOW SILL, OR EQUIV. OR EQUIV. SEE DETAIL I ON STRUCTURAL PLANS FOR ADDITIONAL GONNEGTION ,IFO NOT SHOWN HERE A5TEN EA. ROOF TRUSS TO GMU W/ IMP50N M5TMI6 TW15T STRAP. ASTEN STRAP TO GMU W/ (4) Y4' DIA. x 2 " LON6 TITEN 5GREW5 ROVIDE MOISTURE BARRIER 'LATE (PER TRUSS MANUF.) AGH TRUSS. 'ROVIDE 2x FLAT BLOGKIN6 FIT TIGHT TO :OOF TRUSSES ® EVERY OTHER BAY A5TENED TO GMU W/ (3) Y4" DIA. x 3,VY LONG APGONS. FASTEN BLOGKIN6 TO ROOF RU55E5 W/ (2) 3 Y4"xO.131" NAILS ® EA. END. DOUBLE WINDOW RETRO� I T i�ET� I L M PIER i7ETI I L L ��NRY TRIPLE WINDOW SIM. (2)2x8 FLUSH BEAM L STAIRS BEYOND NOTES: I. UTILIZE 2-PART EPDXY OR (I) 51MPA35 CLIP �� o OTHER ENGINEER APPROVED ®EA. STTRIRI NGER EQUAL (I.E. SIMPSON ET EPDXY). 7/72 SEE TYP. FOUNDATION 2. PROVIDE %" DIA. HOLE FOR DETAILS FOR ADDITIONAL DOWEL, BLOW OR BRUSH GLEAN. INFORMATION NOT 5HOWN 3. FOLLOW MANUF. INSTALLATION HERE INSTRUCTIONS. 2x8 LANDING FUTURE W GMU J015T @ 16, O.G. BLOCK #5 VERT. BAR TO BE 2x OR I" OSB Da LOCATED PER PLAN RILL 6" INTO EXI5T16 I I I IN GROUTED CELL DEGKIN6 (TYP) SLAB, EPDXY DRIVE #5 DOWEL, PROVIDE MIN. 30" LAP 5PLIGE I I I m0 (3) SINGLE PLY 2x12 N I I z SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 co .o I I I=1 I=1 I=1 I —I (1) SIMPSON A35 ���� a I I —I I1-1I I —III —III ' =III=III=III=III `° 11=III—III—III—'' ' ® EA. STRINGER =1 I —I I —I I=1 I I a .a.. a: I —III —III —III- 2x6 P.T. BOTTOM PLATE = —III I —I I—I_I 1- FASTENED TO CONCRETE III —III Q � W/ (3) %" DIA. x 3Y4' LONG TITEN 2 5GREW5 M 155ED DOWEL RETRO� I T DETAIL 5 SCALE: NTS SIM. ® GMU STEM FOR DROPPED GRADE 4x6 P.T. PROVIDE (I) P05T 51MP50N L5TA18 STRAP ON EACH EXTERIOR FACE 1___rH OF POST, q" MIN END LENGTH DROPPED y BEAMS PER PLAN REAR W000 LANAI SEE DETAIL 31 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT SHOWN HERE PROVIDE SOLID BLOGKIN6 A5 REQ'D FOR STRAP FASTENING FASTEN EVERY OTHER TRU55 (W/ WEB BLOGKIN6 FLOOR TRU55E5 AS REQ'D) TO 2x BLOCKING -PER PLAN W/ (1) SIMP50N A35 CLIP 9 FASTEN EVERY OTHER TRU55 TO GMU 0 °° W/ 51MP50N MT5MI6 TW15T STRAP.` FASTEN STRAP TO GMU Wl (4) Y4" DIA. x 2 Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOCKING (BETWEEN TRUSSES - 16" MIN. LEN(5TH) FASTENED DOWN TO CMU W/ (3) Y411 DIA. x 3 Y2" LONG TAPGON5 @ EA BAY. FASTEN RIBBONL, THRU WALL 5HT6., TO 2x BLOGKIN6 W/ %WxO.131" NAILS @ 3" o.c. RETRO� I T DETAIL Q SCALE: S/4"=1'-0' (3)I0d TOENAILS EA: J015T 2x8 LED6ER FASTENED TO GMU W/ (2) Y4" DIA. x 3Y4' LON6 TITEN 2 5GREW5 -EXTERIOR CMU WALL I FLOOR TRU55E5 57 - 5EE PLAN FLOOR G.T. - PROVIDE VERTICALS OR 50LID BLOCKING EA. 5TRIN6ER LOCATION STAIR 5EGTION SCALE: 3/4°=1'-0" SEE DETAIL 38 ON STRUCTURAL PLANS FOR ADDITIONAL CONNECTION INFO NOT 5HOWN HERE FULL DEPTH BLOGKIN6 (Va' 05B (MIN.), 1%" LVL OR TRUSS BLOGKIN6 PER MANUF) @ 4811 FLOOR TRUSSES O.G. FASTENED TO 2x BLOGKIN6 X -PER PLAN W/ (1) 51MP50N A35 CLIP 9 FASTEN BLOGKIN6 TO GMU W/ 51MP50N MT5MI6 TW15T STRAP. FASTEN STRAP TO GMU W/ (4) Y411 DIA. x 2 Y4" LON6 TITEN 5GREW5 2x6 FLAT BLOGKIN6 TO EA, 51DE OF 05B BLOCKING (16" MIN. LENGTH) FASTENED DOWN TO GMU W/ (3) Y4" DIA. x 3 Y2" LONG TAPGON5. FASTEN LADDER TRUSS, TO 2x BLOGKIN6 W/ 3"xO.131" TOENAILS @ 3" o.c. RETRO' I T DETA I L R SCALE: 3/4'=1'-0" - (1) 51MP50N A35 CLIP EA. 5TRI NGER 2x OR I" 05B DEGKIN6 (TYP.) (2)2x8 FLUSH BEAM (3) SINGLE PLY 2x12 SOUTHERN PINE #2 (OR BETTER) 5TRIN6ER5 (1) 51MP50N A35 CLIP ® EA. 5TRIN6ER 2x4 BLOCKING BETWEEN 5TRIN6ER5 FASTENED TO BEAM BELOW W/ (3)IOd NAILS 2x8 LANDING J015T ® 16" O.G. (3)I0d TOENAILS EA. J015T 2x8 LEDGER FASTENED TO GMU W/ (2) Y4" DIA. x 3Y4" LON6 TITEN 2 5GREW5 161, O.G. -EXTERIOR GMU WALL LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ 5HALL BE IMPLEMENTED IN 5PEG I F I G AND ARE ONLY REGU I RED ALL APPL I GABLE AREAS. THESE WHERE 5PEG I F I GALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. S l-:, `Z— �m m Of 0� ` 0oa ` �aRg2 2022 © copyright : MULHERN & KU structural Engineering, Inc. Z w w =Z c co Z rn J Q Z� F- LD A Q C F- Cn :2 Q) -5 j �_Ja, E a >• Z D UJ p M0 Y CP OR y o cc� �h mcc W C GV M M&K project number: 068-2001 1 project mgr: ,J s B drawn by: BC issue date: 0 9-1 4-21 REVISIONS: date: initial: 02/22/22 DJR FIRENGH DOOR RkVr?ION 4 Ca (Q fY O J J LL H � � W 0 � z 0 2 a (n ¢ d � w d O U a ,- O X > (f� J J feet: SDm3 m 0 PERMANENT ROOF TRU55 BRAGIN6 NOTES: (SINGLE FAMILY HOME OR TOWNNOU5E CONSTRUCTION, WITH ROOF TRUSSES 5PAGED NO MORE THAN 24" O.G) I. WOOD TRUSSES SHALL BE BRACED AND ERECTED IN ACCORDANCE WITH THE BUILDING COMPONENT SAFETY INFORMATION (3651) "GUIDE TO 6000 PRACTICE FOR HANDLING, IN5TALLIN6, RE5TRAININ6 $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5," (2008 EDITION). 2. TOP GHORD BRAGIN6: TOP GHORD5 SHALL BE BRACED BY DIREGT-APPLIED PLYWOOD/055 5HEATHIN6. • IF 5HEATHIN6 15 NOT DIRECTLY APPLIED TO EITHER TOP GHORD OF TRU55 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 TRUSS MEMBERS (WEB5, VERTIGALS) THAT REQUIRE LATERAL BRAGIN6/RE5TRAINT. a. 'T' OR 'L' BRACE: WHERE BRAGIN6 15 REQUIRED A5 INDICATED ON SHOP DRAWIN6, UTILIZE TOR 'L' BRACE5 (REFERENCE 15651-133 FIGURES 83-18 4 B3-lq). SHOP APPLIED REINFORCEMENT PER BG51-53 F16URE5 53-22 $ B6-23 15 ACCEPTABLE. • 'T' 8 'L' REINFORGIN6 MATERIAL SHALL MATCH THE 51ZE OF THE WEB/VERTIGAL MEMBER. • 'L' $ 'T' REINFORGIN6 TO BE A MINIMUM OF 90% OF THE LENGTH OF THE WEWERTIGAL MEMBER. • FASTEN 'L' OR 'T' REINFORGIN6 TO WEBNERTIGAL W/ Ibd 6UN NAILS (0.13lx3 I/2") AT b" O.G. b. CONTINUOUS LATERAL BRAGIN6 ALTERNATE: WHEN THREE (3) OR MORE 51MILARLY GONFI6URED ROOF TRUSSES AL16N, CONTINUOUS ROW5 OF LATERAL BRAGIN6 MAY BE USED IN LIEU OF THE ABOVE -NOTED 'L' OR 'T` BRAGE5. • CONTINUOUS ROWS OF LATERAL BRACIN6 SHALL GON515T OF MINIMUM 2x4. ROW5 SHALL BE LAP SPLICED ONE TRU55 BEYOND IN EACH DIRECTION. SECURE BRACE TO EACH TRU55 GOMPRE55ION WEB W (2) Ibd 6UN NAILS (0.1310 1/2"). • CONTINUOUS LATERAL BRAGIN6 SHALL BE RESTRAINED BY DIAGONAL BRAGIN6 (MIN. 2" THICK NOMINAL LUMBER $ MINIMUM 5PF 'STUD' GRADE MATERIAL). THI5 BRAGINC7 15 TO BE CONTINUOUS. PROVIDE ONE ROW OF DIAGONAL BRAGIN6 AT VERTICAL WEB MEMBERS OF TRU55E5 GLO5E5T TO EACH 6ABLE END WALL 4 ADDITIONAL DIA6ONAL5 AT 20'-0" A5 REQUIRED. DIAGONAL BRACE NAILED TO OPP051TE PROVIDE (2) Ibd NAILS o SIDE OF WEB AT 20'-0" MAX. (TO PREVENT EACH MEMBER LATERAL MOVEMENT) DIRECT -APPLIED PLYWOOD/0513 ROOF 5HEATHIN6 COMPRESSION WEB (5LOPIN6 OR VERTICAL) CONTINUOUS LATERAL BRACE ALTERNATE o (3) OR MORE ADJACENT 51MILAR TRU55E5 (5EE ...... -:,:::.:::::::::::::.::-:::::::::::::::::::. . . ....::..-:::::::::::::;:..:::::::::::::::::. INDIV. TRUSS SHOP DRAWINGS FOR LOGATIONS) x 2x 5TRON6BAGK MAY BE INSTALLED FOR GON5TRUGTABILITY TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQ'D FOR VA STRUCTURE) GONTIN. LATERAL BRAGIN6 TO LAP AGRO55 MIN. (U DIRECT -APPLIED TRU55 BAY A5 5HOWN 61,AB GEILIN6 SECTION B-B &MRMT: FEnM wtRE 0) OR MORE sMAR TMrrs ARE 6RMW WEB MEMBER REQUIRING B BRAGIN6 A5 INDICATED BY �--I TRUSS MANUFACTURER 2x 5TRON6BAGK 2x 5TRON6BAGK5 MAY BE (NOT REQ'D FOR INSTALLED FOR GON5TRUGTABILITY STRUCTURE) TO KEEP EVEN 5PAGIN6 AT BOTTOM CHORD (NOT REQV FOR 5TRUCTURE) DIREGT-APPLIED PLYWD/05D DIREGT-APPLIED / rI \-'L' OR 'T' BRAGIN6 6WB GEILIN6 NE135 DE516NATED BY TRU55 MANUF. TYPICAL TRU55 ELEVATION PERMANENT TRU55 G ING 1ETA1L5 I NOTEG,v" NONE DIREGT APPLIED GEILIN6 3e 2n rjr) 3r 2n 3e �0 GOMPONENT GLADD I NCB PRESSURE ZONES V Gomponent5 4 Gladdinq Wind Pre55ure5 UP TO 140 MPH Wind Zone Exp. B, Ri5k Gat. II Endo5ed, 0.0 Int. Pre55ure Goeff. MEAN ROOF ZONE PRE55URE50 ZONE PRE55URE50 HT: 23 FT. (P5F) (P5F) ROOF (HIP) O +14A -26.6 0 +14.61 -36.8 20' TO 210 2e +14A -36.8 O +14.q -36.8 OI +14.q -28.5 2r +14.q -45.1 ROOF 2e +14.11 -28.3 3e +14A -45.1 (GABLE) 20" TO 21' 2n +14.11 -45.1 3r +14A -53.6 O +21.2 -22A WALL5 O +21.2 -28.5 �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 pressure. Divide allowable pre55ure5 by a factor of 0.6 to obtain ultimate pre55ure5. Values are ba5ed on worst case Scenario of 10 p5f (eff. area). Refer to notes on 5-0.0 for roof/wall nailing requirements. LETTERED DETAILS ARE TYPICAL FOR NUMBERED DETAILS ARE PLAN TH 15 HOME $ SHALL BE IMPLEMENTED IN SPECIFIC AND ARE ONLY REQU I RED ALL APPLICABLE AREAS. THESE. WHERE SPECIFICALLY INDICATED DETAILS ARE NOT "GUT" ON THE PLANS. ("GUT") ON THE PLANS. seal �9 77 24 o n © copyrighl'44RW- StructurAIN rPe A), Inc. �z Z JL w w �z o CD rn Z w a J L Q 0 Z = A U UJIH .9 °O E a � A J~ ao Z N o LY Y W Cl 0W Ln f� W o C. M O. IV M&K project number: 068-2001 `I ro'ect m r: Pl 9 B JS drawn by: BC issue date: 09-1 4-2 1 REVISIONS: date: initial 02/22/22 DJR FKBJGM DOOR i2EY1 M CIO O a 0 a � o J J 0Uj z 0 O a a. J � W � Uj a t,} O F � z �. a a d ox �, z U) J ;J feet Q PBSSm I V zNq M60 ��6A3 or) ccc